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,I f-a�- ■ PROPOS R TAI I ING„? SI ;hi._L COMPLY WITH PREVAILING esignTec f c; =LORIDA BUILDING CODE, ;y"i'IONAL ELECTRIC CODE, F ZEPHYRHILLS THE CITY OPo ternationall ORDINANCES Associates, Inc. AA26001933 Architecture • Planning • Interior Design AT EPHYR COMMON HOPPIN CENTER 14125 N.W. 80th Ave. Suite 303 Miami Lakes. FI. 33016 T. 786-235-9097 0 TPARCEL 7 U.S. HIGHWAY 301 & PRETTY POND ROAD ly REVIEW DAi E-1 ZEPHYRHILLS , FL 33541 CITY OF ZEPHYR PLAN EXAMINER_ PROJECT # 19093.01 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. ks, B. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH FLORIDAi` �_. ..CHIPOTLE BUILDING CODE 2017 EDIT_ C. COORDINATE DIMENSIONS OF ALL DISCIPLINES WITH ARCHITECTURAL DRAWINGS. ,>s N�ac+c� aR4t 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 . 'd THEMSELVES OR THROUGH SUBCONTRACTORS, LICENSED IN THE JURISDICTION „. IN WHICH THIS PROJECT IS BEING CONSTRUCTED, TO PROVIDE DETAILED DESIGN NN.� ��"- ---- - W +'-, ,,,--;� 5 ... ..' x_-'=.... �_.,saw 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 """` TRUCTURAL ENGINEERING DRAWINGS FOR ADDITIONAL: „4, 'r ">' 3 a3 - FASTENING- SEE THE S y. Jil MATERIALS, REQUIRING SPECIALTY ENGINEERING. �� .r g ��s 7� ) SUBMITTALS -- , :.:• -d< �E . . '=� > > . , � s �: ; -'rB; z. �� ,* .`>. r _w 'a^.F�r�a, .,.w i� d, .�. '�.&s {. � - '.j .���» - ••. _ __- - __ -.-..- r_ _ ., _ _ lz.iY,�,.,..«.rJL...s,a&4�:..v:v. r..-. ..t. ��..'. .'=�.--.�s= 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. LOCATION MAP: PROJECT SUMMARY: 2. MANUFACTURER'S SPECIFICATIONS AND OTHER DATA NEED TO PROVE LEGAL DESCRIPTION: SITE APPLICABLE CODES COMPLIANCE WITH SPECIFIED REQUIREMENTS. p _ �' t 1, THE FOLLOWING BUILDING CODES, CURRENT EDITIONS WITH 35-25-21-0130-00000-0040 r AMENDMENTS WILL BE ADHERED TO UNLESS NOTED OTHERWISE: 3. COLOR AND PATTERN CHARTS SHOWING COLORS AND PATTERNS AVAILABLE IN ASSESSED IN SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST THE SPECIFIED PRODUCTS FROM THE PROPOSED MANUFACTURER. OF PASCO COUNTY, FLORIDA KOSSIK RD '� ZEPHYR COMMONS PHASE 1 PB 65 PG 132 LOT 4 OR 9254 PG 1646 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 j 7k, - ' DOCUMENTS PRIOR TO SUBMISSION TO THE A/E PF RECORD FOR REVIEW IT DIRECTORY; � SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CLEARLY MARKED & I" a:> *_ , NOTE ALL DEVIATIONS FROM THE CONTRACT DOCUMENTS FOR REVIEW BY A/E. , . -• AND SUBMITTALS FOUND IN NON COMPLIANCE W/ THIS REQUIREMENTS SHALL BE OWNER/ DEVELOPER RETURN TO THE G.C. FOR RE -SUBMITTAL.' NAME !COMPANY SF ZEPHYR COMMONS OUTPARCELS LPG, SITE CONDITIONS CONTACT 400 CLEMATIS STREET, SUITE 201 ADDRESS WEST PALM BEACH, FLORIDA, 33401.`"" PRETTY P ',D RD A MEASUREMENTS VERIFY ALL DIMENSIONS ON DRAWINGS BY TAKING FIELD SCOPE YEAR/CODE BUILDING 2017 FLORIDA BUILDING CODE - 6th EDITION EXISTING BUILDING 2017 FLORIDA EXISTING BUILDING CODE - 6TH EDITION ACCESSIBILITY 2017 FLORIDA BUILDING CODE - 6TH EDITION ADA 2012 DEPARTMENT OF JUSTICE LIFE SAFETY 2015 NFPA LIFE SAFETY CODE 5TH EDITION ELECTRIC 2014 NATIONAL ELECTRIC CODE PLUMBING 2017 FLORIDA BUILDING CODE / PLUMBING MECHANICAL 2017 FLORIDA BUILDING CODE / MECHANICAL GAS 2017 FLORIDA BUILDING CODE / FUEL - GAS ENERGY 2017 FLORIDA BUILDING CODE FIRE FLORIDA FIRE PREVENTION 6Th EDITION s MEASUREMENTS; PROPER FIT AND ATTACHMENT OF ALL PARTS IS REQUIRED & PHONE 678-977-3362 < K NOTES: ALL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE FLORIDA FIRE INCLUDE SUCH REVISIONS IN THE SHOP DRAWINGS SUBMITTAL PROCESS FOR PREVENTION CODE. EMAIL taddison@nadg.Com -� OCCUPANCY A/E REVIEW. � :.- ''. �: 5, �; * ° r � a B- SURFACE CONDITIONS: EXAMINE AREAS AND CONDITIONS UNDER WHICH WORK CLASSIFICATION SPECIFIED WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO ARCHITECT DESIGN TECH INTERNATIONAL TIMELY AND PROPER COMPLETION OF THE WORK. DO NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS ARE CORRECTED. COMPANY ASSOC.,INC. /, \ SITE MAP v 2017 FLORIDA BUILDING CODE 2015 FLORIDA NFPA 101 C. COORDINATION: COORDINATE AS REQUIRED WITH OTHER TRADES TO ASSURE GROUP M, MERCANTILE MERCANTILE PROPER AND ADEQUATE PROVISION IN THE WORK OF THOSE TRADES FOR CONTACT CARLOS PIZARRO, R.A. AR - 0013079 INTERFACE WITH THE WORK SPECIFIED. ADDRESS 14125 NW 80TH AVENUE (CHAPTER 3 SECTION 309) (CHAPTER 36) SUITE# 303 ACCEPTABLE MANUFACTURERS MIAMI LAKES, FL 33016 PHONE 786.235-9097 THE SCOPE OF WORK UNDER THIS PERMIT SHALL CONSIST OF PROVIDING A A. WITH THE EXCEPTION OF FOOD PREPARATION & SERVICE EQUIPMENT OR AS EMAIL CPIZARRO@DTIARCHITECT.COM TYPE OF CONSTRUCTION SET OF CONSTRUCTION DOCUMENTS FOR A VANILLA BAY &DARK SHELL AS SPECIFICALLY CALL FOR BY THE CONTRACT DOCUMENTS THE SPECIFIED WEBSITE WWW DTIARCHITECT COM MANUFACTURES, PRODUCT DATA & SYSTEMS HAVE BEEN ESTABLISHED AS A DEFINED BY THESE DOCUMENTS. "BASIS OF DESIGN" AND ARE INTENDED TO PROVIDE A STANDARD OF PRODUCT CIVIL ENGINEER THE PROJECT CONSISTS OF A ONE STORY RETAIL BUILDING, LANDSCAPING, QUALITY, FUNCTION & DESIGN INTENT. IF ACCEPTABLE TO A/E OF RECORD -THE COMPANY AVID GROUP. SITE AND CIVIL WORK TO PROVIDE FOR GRADING, DRAINAGE, UTILITIES AND G.C. MAT. SUBMIT ALTERNATE MANUFACTURES. FOR REVIEW PROVIDE SUCH CONTACT RYAN FALLIN PARKING ASSOCIATED WITH THE NEW BUILDING. PRODUCTS &/OR SYSTEMS MEET OR THE BASIS OF DESIGN OUTLINED IN THE CONTRACT DOCUMENT. THE CONTRACTOR SHALL PROVIDE ALL REQUIRED ADDRESS 2300 CURLEW ROAD SUITE 2201 DOCUMENTATION TO SHOW THE A/E THAT PROPOSED ALTERNATE SUBMITTAL IS PALM HARBOR, FL 34683 IN COMPLIANCE W/ ALL APPLICABLE REQUIREMENTS. PHONE 727.789.9500 EXT. 184 INSTALLATION / APPLICATION STRUCTURAL ENGINEER A. INSTALL THE WORK SPECIFIED HERE IN STRICT ACCORDANCE WITH THE COMPANY DOUGLAS WOOD ASSOCIATES, INC. CONTRACT DOCUMENTS, THE REVIEWED SHOP DRAWINGS INCLUDING SPECIALTY CONTACT KENNETH BOYER ENGINEER'S REQUIREMENTS AND ALL APPLICABLE CODE REQUIREMENTS AND ADDRESS 5040 N.W. 7th STREET SUITE 820 GOVERNMENTAL & LOCAL AUTHORITIES HAVING JURISDICTION AS WELL AS MANUFACTURES RECOMMENDATIONS & REQUIREMENTS FOR INSTALLATIONS MIAMI, FL 33126 PROCEDURES AS REVIEWED BY A/E OF RECORD DURING SHOP DRAWING REVIEW PHONE 305.461.3450 ext. 302 PROCESS. 1. ALL DETAILS AND SECTIONS SHOWN IN THE CONSTRUCTION DOCUMENTS ELECTRICAL / MECHANICAL / PLUMBING ARE INTENDED TO BE TYPICAL AND TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE IN THE PROJECT, EXCEPT OTHERWISE INDICATED. COMPANY BUCHANAN P.E. CONSULTING INC. 2. THE GENERAL CONTRACTOR AND ITS SUBCONTRACTORS ARE TO CONTACT RAJA BUCHANAN < FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS, MATERIALS AND ADDRESS 6191 W. ATLANTIC BLVD. ! QUANTITIES PRIOR TO SUBMITTING BID. IF DISCREPANCIES ARE FOUND NOTIFY ARCHITECT IMMEDIATELY. 3 GENERAL CONTRACTOR SHALL CHECK ARCHITECTURAL DRAWINGS FOR SUITE# 2 MARGATE, FL 33063 I: ,nu.;- >f }E 2017 FLORIDA BUILDING CODE 2015 FLORIDA NFPA 220 GROUP M TYPE II-B MERCANTILE CHAPTER 6 CHAPTER 36 BUILDING REQUIRED RATING REQUIRED RATING 2017 FBC TYPE II-B NFPA TYPE II-B CONSTRUCTION TYPE TABLE 601 TABLE 6.1.14.4.1(a) STRUCTURAL FRAME (0 hr) (0 hr) EXTERIOR BEARING WALLS (0 hr) (0 hr) INTERIOR BEARING WALLS t COLUMNS (0 hr) (0 hr) EXTERIOR NON -BEARING WALLS (0 hr) (0 hr) INT. NON -BEARING WALLS / PARTITIONS (0 hr) (0 hr) FLOOR CONSTRUCTION (0 hr) (0 hr) ROOF CONSTRUCTION (0 hr) (0 hr) WALL MOUNTED AND CEILING MOUNTED DEVICES PRIOR TO INSTALLATION OF PHONE 954.590.3300 Q B o ; ` MINIMUM FIRE RESISTANCE OF WALLS 8 PARTITIONS 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 TWP A/G Gr)Q RG\/II=\A/ R ('nI\1gi PPATI0NI A r.nPY'.q r)F THE PRr)Pr).gF.q (.HANi;FS I 6 +�������������5�J �1 ;i ; i I ;f ;< 24 FIRE RESISTANCE RATINGS AT FIRE WALLS, CHASES AND PARTITIONS FBC TABLE 50847052 ., . F.B.0 TABLE 302.7 SHAFTS LESS THAN 4STORIES 1HR FIRE SEPARATION BETWEEN OCCUPANCIES 1 FIR SYMBOL LEGEND: FIRE SEPARATION BETWEEN TENANTS 1 HR FIRE WALL SEPARATION 6E EEN BLDG'S 4 ER INCLUDING BUT NOT ~LIMITED ALL REQUIRED CHANGES & IMPACT TO THE ELEVATION CONSTRUCTION SCHEDULE AS WELL AS COSTS VS CREDIT THAT MAY BE DO AS A NOTE NUMBER / \ j > RESULT OF THIS PROPOSAL UPON FINAL RECOMMENDATION BY A/E & APPROVAL - NUMBER o \ BUILDING AREA / ALLOWABLE HEIGHT BY OWNER WORK MAY. PROCEEDED UNLESS OTHER WISED AGREED UPON BY SHEET NUMBER II (CHAPTER 5, TABLE 506.2, TABLE 504.3 & TABLE 504.4) THE OWNER. DETAIL, SECTION OR PLAN O WINDOW NUMBER 1 SITE ;E 5. IN ADDITION THE CONTRACTOR / SUBCONTRACTOR ARE RESPONSIBLE NUMBER x I >t FOR PROCURING ALL NECESSARY APPROVALS FROM BUILDING AUTHORITIES FOR THE PROPOSED CHANGES, BEFORE PROCEEDING WITH THE WORK. THE _ F CONTRACTOR/ SUBCONTRACTOR ARE ALSO RESPONSIBLE FOR PROCURING ALL - WALL SECTION NUMBER / } NECESSARY INSPECTIONS AND APPROVAL FROM BUILDING AUTHORITIES DURING - BUILDING SECTION LETTER 0 DOOR NUMBER - 2 THE EXECUTION OF THE WORK. SHEET NUMBER I _ ,;t I "• 6. WHEN A DISCREPANT IS NOTED ON THE DRAWINGS THE CONTRACTOR I I f SHALL PROVIDE & INSTALLED THE GREATEST QUANTITY AND / OR BEST QUALITY - DETAIL NUMBER A I I ~ r >f REVISION NUMBER >, OF THE WORK AS SHOWN ON THE CONTRACT DOCUMENTS OR REASONABLY - SHEET NUMBER INFERABLE FROM THE BID DOCUMENTS AS REQUIRED TO OBTAIN THE FINAL RESULT AND CONFIGURATION CALLED FOR OR SHOWN IN THE BID DOCUMENTS. o'-o" ROOM ROOM NAME xxx ELEVATION DATUM POINT XXX ROOM NUMBER I © KEY PLAN >< F-1 AREA MAX ALLOWABLE AREA BUILDING AREA FBC2017 M OCCUPANCY TYPE II B 50,000 SF 6,430 SF SPRINKLERED HEIGHT / STORIES MAX ALLOWABLE HEIGHT BUILDING HEIGHT FBC 2017 HEIGHT IN FEET 75'-0" 24'-8" HEIGHT IN STORIES 3 1 INDEX OF DRAWINGS: LU I- SHEET # DESCRIPTION A-0.0 COVER SHEET • SURVEY SV-1 BOUNDARY SURVEY • CIVIL C-1.0 CIVIL COVER • C-2.0 GENERAL NOTES & SPECIFICATIONS • C-3.0 DEMOLITION PLAN • C-4.0 OVERALL SITE PLAN . C-5.0 HORIZONTAL CONTROL PLAN • C-6.0 PAVING AND GRADING PLAN • 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 ZEPHYRHILLS DETAILS 1 • C-13.0 ZEPHYRHILLS DETAILS 2 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-2.0 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-6.0 WALL SECTIONS • A-7.0 DOOR SCHEDULE & DETAILS • A-8.0 DETAILS • A-8.1 DETAILS • A-8.2 WALL TYPES • A-8.3 UL DETAILS • A-9.0 FINISH PLAN & SCHEDULE • STRUCTURE S - 1.0 GENERAL STRUCTURAL NOTES • S - 1.1 SCHEDULE & TYPICAL DETAILS • S - 1.2 SCHEDULE & TYPICAL DETAILS • S - 2.0 FOUNDATIONS & GROUND FLOOR PLAN 0 S - 2.1 ROOF FRAMING DETAILS 0 S - 3.0 SECTIONS & DETAILS 0 S - 3.1 SECTIONS & DETAILS • S - 4.0 DESIGN WIND PRESSURES FOR ROOFING SYSTEM S - 4.1 DESIGN WIND PRESSURES FOR DOORS, WINDOWS & CLADDING • MECHANICAL M - 1.0 MECHANICAL PLAN • ELECTRICAL E - 1.0 ELECTRICAL PLAN • E - 2.0 SITE ELECTRICAL PLAN • E - 3.0 ELECTRICAL RISER & SPEC • PH - 1.0 SITE PHOTOMETRIC PLAN PLUMBING P - 1.0 PLUMBING PLAN • P - 2.0 PLUMBING ISOMETRICS • P - 3.0 PLUMBING NOTES & DETAILS • P - 4.0 STORM DRAIN PLAN • FIRE PROTECTION FA-1 FIRE ALARM DIALER PLAN • FP -0 FIRE SPRINKLER NOTES • FP - 1.1 SITE PLAN • FP-1 FIRE SPRINKLER PLAN • F. 305-362-4420 dtiinfo@dtiarchitect.com CO S �G O 2 •R RAN Carlos Piz rro, R.A. AR - 0 13079 Revisions: Date Description 10.30.20 ISSUED FOR BID 01 A La 611 IZAu i r a CD N co) Z 0 w C) I_' Q 2 U LLI � Uj IWv aW (n Q = L cn LJJ H 0 P Im Z > J n. w W U W Q O v) o W V a Z Z a ~ Q r QOLI WLO ZM mCnaOo ; W Q LU LL �-20 a W � � C6 190 °6 � pC�W M� Z = tip a 0=W �W a a V N 0W !EaN Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J . C Checked by: C P SHEET NAMF COVER SHEET MTMBER A-0.0 1Il 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 C ONTRACT R HA L 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 AND 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 ARCHITECTS 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, WALLS 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"=T-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 ITS 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 O 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 T-0" X T-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 TENANTS CONSTRUCTION REPRESENTATIVE. ACCESSIBLE PARKING REQUIREMENTS: 1. POST A PERMANENT 17"X22" SIGN IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO OFF PARKING FACILITIES. THE FOLLOWING STATEMENT SHALL BE PRINTED IN ONE INCH HIGH LETTERS. "UNAUTHORIZED VEHICLES NOT DISPLAYING DISTINGUISHING PLACARDS OR LICENSE PLATES ISSUED FOR PHYSICALLY HANDICAPPED PERSONS MAY BE TOWED. VEHICLES MAY BE RECLAIMED BY TELEPHONING (BUILDING OWNER'S NUMBER)". 2. EACH PARKING SPACE RESERVED FOR A DISABLED SHALL BE IDENTIFIED BY A PERMANENTLY AFFIXED REFLECTORIZED SIGN CONSTRUCTED OF PORCELAIN ON STEEL, WITH BEADED TEXT, OR EQUAL, DISPLAYING OF INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SIGN SHALL NOT BE SMALLER THAN 70 SQ. IN. IN AREA AND SHALL BE CENTERED EITHER ON A POST OF 80 INCHES FROM THE BOTTOM OF THE SIGN TO THE FINISH PARKING SURFACE. PROVIDE AT PARKING STALL A V-0" FOOT SQUARE INTERNATIONAL SYMBOL OF ACCESSIBILITY STENCILED IN BLUE ON THE PARKING SURFACE. 3. THE MINIMUM LENGTH OF EACH PARKING SPACE SHALL BE 18'-0" FEET. 4. SURFACE SLOPES OF PARKING SPACES FOR THE PHYSICALLY DISABLED SHALL NOT EXCEED 1/4" PER FOOT (2.083% GRADIENT) IN ANY DIRECTION. 5. A DISABLED PARKING SPACE SHALL BE LOCATED SO AS NOT TO REQUIRE ITS USER TO WHEEL OR WALK BEHIND ANY OTHER DISABLED OR NON -DISABLED PARKING SPACE. 6. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO THE PHYSICALLY DISABLED SHALL BE PROVIDED FROM EACH DISABLED PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS AS NEEDED. 7. IN ADDITION TO THE ABOVE SIGNAGE REQUIREMENTS, THE SURFACE OF EACH PARKING SPACE SHALL HAVE A SURFACE IDENTIFICATION DUPLICATING THE SYMBOL OF ACCESSIBILITY CONSISTING OF A WHITE FIGURE ON A BLUE BACKGROUND, AT LEAST T-O" SQUARE FEET. 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. ACCESSIBLE WALK AND SIDEWALK REQUIREMENTS: 1. WALKS AND SIDEWALKS SUBJECT TO THESE REGULATIONS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2 INCH AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH. 2. SURFACE WITH A SLOPE OF 6 PERCENT GRADIENT SHALL BE AT LEAST AS SLIP -RESISTANT AS THAT DESCRIBED AS A MEDIUM BROOM FINISH. 3. SURFACES WITH A SLOPE OF 6 PERCENT GRADIENT OR GREATER SHALL BE SLIP -RESISTANT. 4. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL (5% GRADIENT), IT SHALL COMPLY WITH THE PREVISIONS FOR PEDESTRIAN RAMPS. 5. SURFACES ACROSS SLOPES SHALL NOT EXCEED 1: 50 SLOPE. 6. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGS SHALL BE LIMITED TO 1/2" INCH IN THE DIRECTION OF TRAFFIC FLOW. 7. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2" INCH. WHEN CHANGES IN LEVEL DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAT 1:2 EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" INCH MAY BE VERTICAL. 8. WHEN CHANGES IN LEVEL GREATER THAN 1/2" INCH ARE NECESSARY, THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMP. 9. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60 INCHES 60 INCHES AT A DOOR OR GATE THAT SWINGS TOWARDS THE WALK, AND NOT LESS THAN 48 INCHES WIDE BY 44 INCHES DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24 INCHES TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARDS THE WALK. ACCESSIBLE RAMP REQUIREMENTS: 1. ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE ITS GREATER THAN V-0" RISE IN 20 FEET OF HORIZONTAL RUN. 2. THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXIT WAY, PROVIDES HANDICAP ACCESS OR IS IN THE PATH OF TRAVEL SHALL BE 1" RISE PER V-0" OF HORIZONTAL RUN. 3. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42 INCHES AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3-1/2 INCH WHEN FULLY OPENED. 4. INTERMEDIATE LANDINGS AT A CHANGE OF DIRECTION IN EXCESS OF 30 DEGREES AND BOTTOM LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 72 INCHES. 5. OTHER INTERMEDIATE LANDINGS SHALL HAVE A DIMENSION IN THE DIRECTION OF RAMP RUN OF NOT LESS THAN 60 INCHES. 6. THE CROSS SLOPE ON A RAMP OR THE SLOPE ACROSS A RAMP LANDING IN ANY DIRECTION SHALL NOT EXCEED 1/4 INCH RISE IN ONE FOOT OF HORIZONTAL RUN. 7. HANDRAILS ARE REQUIRED ON RAMPS THAT PROVIDE HANDICAP ACCESS IF THE SLOPE EXCEEDS ONE FOOT RISE IN FIFTEEN FEET OF HORIZONTAL RUN. 8. HANDRAILS SHALL BE PLACED ON EACH SIDE OF EACH RAMP; SHALL BE CONTINUOUS THE FULL LENGTH OF THE RAMP; SHALL BE THIRTY INCHES TO THIRTY FOUR INCHES ABOVE THE RAMP SURFACE; SHALL EXCEED A MINIMUM OF ONE FOOT BEYOND THE TOP AND BOTTOM OF THE RAMP ABD THE ENDS SHALL BE RETURNED. 9. HANDRAILS PROJECTIONS FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAIL. 10. THE GRIP PORTION OF THE HANDRAIL SHALL BE NOT LESS THAN 1-1/4 INCH NOR MORE THAN 1 !"INCHES IN CROSS SECTIONAL DIMENSIONS AND THE SURFACES SHALL BE SMOOTH WITH NO SHARP CORNERS. 11. THE SURFACE OF RAMPS SHALL BE SLIP RESISTANT. 12. WHERE THE RAMP SURFACE IS NOT BOUNDED BY A WALL OR FENCE AND THE RAMP EXCEEDS THE FEET IN LENGTH, THE RAMP SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS: A. A GUIDE CURB A MINIMUM OF TWO INCHES IN HEIGHT SHALL BE PROVIDED AT EACH SIDE OF THE RAMP, OR B. A WHEEL GUIDE RAIL SHALL BE PROVIDED, CENTERED THREE INCHES, PLUS A MINUS ONE INCH ABOVE THE SURFACE OF THE RAMP. ABBREVIATIONS: AB ANCHOR BOLTS MAINT MAINTENANCE ABBREV ABBREVIATION (S) MAT'IL MATERIAL APPR APPROVED MAX MAXIMUM ACOUS ACOUSTICAL MB MACHINE BOLT AC ASPHALT CONCRETE MECH MECHANICAL AC or A/C AIR CONDITIONING MET METAL AD ACCESS DOOR MEZZ MEZZANINE AFF ABOVE FINISHED FLOOR ALUM MFR MANUFACTURER ALUMINUM MISC MISCELLANEOUS MO MASONRY OPENING BD or BRD BOARD MIN MINIMUM BLDG BUILDING MIR MIRROR BILK BLOCK MULL MULLION BM BEAM BOB BOTTOM OF BEAM NO NEW NUMBER BOT BOTTOM NTS NOT TO SCALE NR NON -RATED C/C CENTER TO CENTER CER CERAMIC OC ON CENTER CH CEILING HEIGHT OCC OPERATOR CONTROL CENTER CEM CEMENT OD OUTSIDE DIAMETER CLG or CEIL CEILING OF OVERFLOW CLO CLOSET OFF OFFICE CLR CLEAR OFI OWNER FURNISH ITEM CMU CONCRETE MASONRY UNIT OFOI OWNER FURNISHED OWNER INSTALLED COL COLUMN OH OPPOSITE HAND COMPO COMPOSITION OPN'G OPENING CONC CONCRETE OPP OPPOSITE CONN CONNECTION CONT CONTINUOUS PC PORTLAND CEMENT CORR CORRIDOR PL PLATE CSK COUNTERSINK PLAS PLASTER PLYWD PLYWOOD DEL DELETE PR PAIR DET DETAIL PREP PREPARATION DF DOUGLAS FIR PROJ PROJECTION DF DRINKING FOUNTAIN PT PRESSURE TREATED DIA DIAMETER DIAG DIAGONAL QT QUARRY TILE DIM DIMENSION DIR DIRECTION R RISER DBL DOUBLE R or RAD RADIUS DN DOWN RD ROOF DRAIN DO DOOR OPENING REF REFERENCE DR DOOR REFL REFLECTED DS DOWNSPOUT REINF REINFORCED DWG or DRWG DRAWING REQ'D REQUIRED EA EACH RES RESILIENT ELEC ELECTRICAL RM ROOM ELEV or EL ELEVATION RO ROUGH OPENING ELEV ELEVATOR REDW'D REDWOOD EQ EQUAL EQUIP EQUIPMENT SECT SECTION EXIST or (X) EXISTING SHT SHEET EJ EXPANSION JOINT SIM SIMILAR EXT EXTERIOR SIM SIMULATOR EWC ELEC WATER COOLER SIMUL SIMULATED SPECS SPECIFICATIONS FHC FIRE HOSE CABINET SS STAINLESS STEEL FIN FINISH STA STATION FLR FLOOR STD STANDARD FO FINISHED OPENING STL STEEL FOC FACE OF CONCRETE SQ SQUARE FOS FACE OF STUD STOR STORAGE FOW FACE OF WALL STRUCT STRUCTURAL FOUND FOUNDATION SUSP SUSPENDED FRP FIBER REINFORCED PLASTIC FD SYM SYMMETRICAL FLOOR DRAIN FS FLOOR SINK T TREAD FS FULL SIZE TDC TRAFFIC DECK COVERING T & G TONGUE FSD FULL SIZE DETAIL & GROOVE FT FEET TEMP TEMPERED FH FULL HEIGHT TEL TELEPHONE THK THICK GA GAUGE TOC TOP OF CONCRETE GL GLASS TOP PF CURB GALV or GV GALVANIZE TOP TOP OF PARAPET GR GRADE TOS TOP OF STEEL GYPBD GYPSUM BOARD TYP TYPICAL TOW TOP OF WALL H HIGH HDWD HARDWOOD UNO UNLESS NOTED OTHERWISE HORIZ HORIZONTAL HM HOLLOW METAL VERT VERTICAL HP HIGH POINT VCT VINYL COMPOSITION TILE HT HEIGHT V.I.F VERIFY IN FIELD ID INSIDE DIAMETER W WIDE INSUL INSULATION W/ WITH INT INTERIOR WC WATER CLOSET WD WOOD JAN JANITOR WI WROUGHT IRON WL WATER LEVEL LAV LAVATORY WP WORKING POINT LEV LEVEL WP WATERPROOFING LP LOW POINT WT WEIGHT LTG LIGHTING LTWT LIGHT WEIGHT ■ esignTec nernai0n 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 dtiinto@dtiarchitect.com www.dtiarchitect.com O r F S O 13 9 V AEG Carl rro, R.A. AR - 0013079 Revisions: Date Description 10.30.20 ISSUED FOR BID 0. O T_ CD ZOHM Cy M �O WZ �W LULL W_ ag ;a IL Cl) W Mj m 0 o � OWwQ Z _j IL W v F- Q Cl CD 40 CO) W Q Q z IL J O � p0W LO ,J Z M OQ myQ ao JZ� �O Q O LULL HBO av� W� caJ J% O -� pvW MLLI tI� OC Z a = U O=W W ON a � W = �N Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J.0 Checked by: C.P I I SHEET NAME I I GENERAL 1-61, [0�� 1A SHEET NUMBER A-0.1 9 ANE 0; OR n. n ., ar. ...... _ER 4' Wh . > ....t. a :: !es ig nTic ACCESSIBLE ENTRANCE REQUIREMENTS: --� ACCESSIBLE FLOOR AND LEVEL - -, - niternation REQUIREMENTS: 1. ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE f- { r s ' Y ,i — LL - _ :t< Associates, Inc. AA26001933 STANDARD SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, "' �' Ir " y Z s j Architecture Planning •Interior Design --ei - VISIBLE FROM APPROACHING PEDESTRIAN WAYS. SIGNAGE SHALL BE THE �{ - - Ave. Suite 303 INTERNATIONAL SYMBOL OF ACCESSIBILITY. THE SYMBOL SHALL BE A - f 141 N.W.N w. 8 t 1. IN BUILDINGS AND FACILITIES, FLOORS OF A GIVEN STORY SHALL BE A COMMON �" ' ' ' - Miami La es, FI. 33016 y ' LEVEL THROUGHOUT, OR SHALL BE CONNECTED BY PEDESTRIAN RAMPS, WHITE FIGURE ON A BLUE BACKGROUND. ;� i ` !q, T. 786-235-9007 PASSENGER ELEVATORS OR ESPECIAL ACCESS LIFTS. = �j " F. 305-362-4420 i ; dtiinto@dtiarchitect.com 2. LATCHING AND LOCKING DOORS ARE HAND ACTIVATED AND WHICH ARE IN A - :' - - ; www.dtlarchitect.com w PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER 2. FLOOR SURFACES SHALL BE SLIP -RESISTANT. _ y`` r "~' - CNNLj }� 4`I TYPE HARDWARE DESIGN TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.- 'CE 3. HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED CO BETWEEN 30 INCHES AND 44 INCHES ABOVE THE FINISH FLOOR. 1 P ROT RU D 1 N G OBJECTS "Cy PI O 4. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE �01 SCALE: Ya" = 1'-0" • ' C�; DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL AR ,�,,� e, 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. 5. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH THE 18" MIN' PULL SIDE X Carlos izarro, 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. DOOR FOR EXTERIOR DOORS AND 18 INCHES PAST THE STRIKE EDGE FOR o 0 24 MIN" INTERIOR DOORS. LO �. @EXTERIOR 4'-0° 2. THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES INTENDED > j 4'-0" MIN X, Revisions: 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.``-___ v f Date Description 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 I. SIDE 10.30.20 ISSUED FOR BID FLOOR OR WORKING PLATFORM. NOTE: 7. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING NOTE: Y = 48" MIN. IF HINGE SIDE APPROACH SWINGING DOOR -PULL SIDE 3. THE CENTER OF THE FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED Z-0" DOOR HAS CLOSER Y = 48" MIN. IF DOOR HAS BOTH A CLOSER AND A SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO MIN LATCH. 48 INCHES ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR PUSH SIDE 4'-°t3 M!N -- - 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=_ IDENTIFY FACILITIES THAT ARE ACCESSIBLE TO AND USABLE BY PHYSICALLY FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. „ M �r I MIN. DISABLED PERSONS AS SET FORTH IN THIS BUILDING STANDARDS. THE SYMBOL I co 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 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 MEANS OF WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNINGS SHALL PRESSURES: TWO HINGED DOORS IN SERIES TWO HINGED DOORS IN SERIES FRONT APPROACH SLIDING OR FOLDING DOORS DOORS HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. LATCH SIDE APPROACH SWINGING DOOR HINGE SIDE APPROACH SWINGING DOOR -PUSH SIDE INTERIOR DOORS - 5 POUNDS FIREXTERIOR S - 1.5 P UNDSPOUNDS r2--�DISABLED ACCESS CLEARANCESFIRE DOORS - 1.5 POUNDS� � O �0_ SCALE: %s' = V-0" N M 36'' MIN. - a0 i NQTE Vi X = EQUAL OR - r 1 THAN 24 r. _. W~w� c3 NOTELA _ mow/ T r _ ( %' k -- - -- -- - -- --- X = EQUAL GR W li i �t t - 4._6:, LESS THAN .r. _-: a �4 r co Uj ( L i [ 2 O Q LU 4 0, O > a .; - Ci r, NOTE, oW Y = IF Y IS GRFA TER THAN 24" NOTE. t Y THEN AN ADDITIONAL MANEUVERING CLEARANCE OF 6 Y = IF Y IS GREATER THAN 15" THEN AN ADDITIONAL 32" MIN. { 60" MIN. SHALL BE PROVIDED A5 SHE}VAN. ?'-r" 6 MANEUVERING CLEARANCE OF 12" SHALL BE PROVIDED AS —* SHOWN. 3 MINIMUM CLEAR WIDTH I 0 �11 SCALE: %$' = T-0" Z _ Z �` Q 1 i' PAy, s3' hA[N. 1Z MIN_ 4 a _� 101, Z-13" Z-8„ 2'-0„ X f __— ! I H O i i i A t� Cif _ , 3 Q W t i � I I O 0- V) .> i I r r M r W o J W v ! r z ' I - tl� >. Z Q 0- , - w = W 2 w f- {. ........-. ......_.._._ X SHALL BE EQUAL OR LESS THAN 25 Z SHALL BE EQUAL OR N 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, IAAXIMUM. a 0 �N 4 WHEELCHAIR TURNING SPACE 5 FORWARD REACH LIMITS s SIDE REACH �0.1 SCALE: %" = 1'-0" �0-1 SCALE: %" = 1'-0" �01 SCALE: Yz" = 1'-0" Job Number: 19093.01 A File name: Q�Lfri off, Issued Date: 10.30.20 Drawn by: J.0 \ c a b _ Checked by: C. P FL RED SIDE _. NOTE: v _ ; �� SHEET NAME r � DIMENSIONS SHOWN Q 2 " IF X S LESS THAN 48" THEN i APPLY WHEN X IS LESS FLORIDA THESLOPEOF THE FLARED THAN 48" a, r � � '� �. �� � 1� " � _ SIDE SHALL NOT EXCEED `12 ��1.L.---- DETECTABDET£%TABLE WARNIN ` 12 LEk�fARNIPii7 ACCESSIBILITY r �,StiRFAt;EVVITHTRL,NCATED SURFACE WITH TRUNCATED I CHANGES IN LEVEL {NOT TO SCALE' DOMES. COORDINATE WITH oorlEs COORDINATE 4^1ITH <_ 1 IF X I;, LE.�_� TIiAid THEN u 4'.. 3'_�` CIVIL PLANS AND SEE NJTE q_. .__......_ _-...._. ._...... _.... .. _._._ - _ I I THE SLOPE OF THE FLARED I� IL {'L::.NS r'�ND SEE Nvt"E 6ElCN;^J. --.-..___-_ ._____.__-- T-13" X 3'-6" REQUIREMENTS 1Y SIDE SHALL NOT EXCEED 1:12 BELOW. 7 ACCESSIBLE ROUTE s BUILT UP CURB RAMP SHEET NUMBER A-0.1 SCALE: Y2" =1'-0" �01 SCALE: %e' = V-0" Am O ■ 2 LANDLORD'S WORK CHIPOTLE MEXICAN GRILL WORK LETTER LANDLORD, AT ITS SOLE COST AND EXPENSE, SHALL: 1. ELECTRICAL SERVICE: FURNISH AND INSTALL ONE CODE -COMPLIANT 400AMP, 120/208 VOLT, 3-PHASE, 4-WIRE METERED SERVICE CAPABLE OF SUPPLYING 120 KVA BROUGHT TO 400 AMP FUSED DISCONNECT SWITCH (TO BE NEMA 3R RAIN TIGHT IN EXTERIOR INSTALLATIONS) OR 400AMP CIRCUIT BREAKER. ANY RELATED ELECTRIC UTILITY COMPANY CHARGES SHALL BE PAID BY LANDLORD. LANDLORD SHALL PROVIDE ONE SET 400A COPPER THHN CONDUCTORS, TO BE 4-500 KCMIL, #1/0 G IN 3-1/2" C. FOR CONDUCTOR LENGTHS UP TO 250 FEET OR 4-600 KCMIL, #1/0 G IN 4" C. FOR CONDUCTOR LENGTHS OVER 250 FEET, FROM MAIN DISCONNECT TO TENANT'S PANEL BOARD LOCATION WITHIN THE PREMISES AS DETERMINED BY TENANT IN ACCORDANCE WITH TENANT'S PLANS FOR THE PREMISES. LANDLORD SHALL CLEARLY LABEL TENANT'S SERVICE METER WITH TENANT'S NAM E. 2. ELECTRICAL CONDUITS IN EXPOSED CEILING - ALL LANDLORD'S BASE BUILDING WIRING RUNNING THROUGH TENANT'S EXPOSED CEILING SHALL BE ENCASED IN EMT OR IMC CONDUIT, RUN TIGHT TO THE DECK AND BE EITHER PARALLEL OR PERPENDICULAR TO THE MAIN ENTRY STOREFRONT. THERE SHALL BE NO DIAGONAL RUNS OR AND ALL CONDUITS SHALL BE IN STRAIGHT LINES. 3. FIRE ALARM: IF REQUIRED BY CODE FOR TENANT'S INTENDED USE, THE LANDLORD SHALL FURNISH AND INSTALL ONE MAIN FIRE ALARM CONTROL PANEL FOR THE SHELL BUILDING WITH SUFFICIENT CAPACITY TO SERVE THE TENANT'S NEEDS (TO BE LOCATED IN A SHARED DEDICATED COMMON AREA WITHIN THE SHELL BUILDING OR AT A LOCATION OTHERWISE APPROVED BY TENANT). LANDLORD'S MAIN FACP SHALL BE CAPABLE OF ACCOMMODATING AND CONNECTING TO THE TENANT'S FIRE ALARM SYSTEM AS REQUIRED BY THE LOCAL JURISDICTION FOR TENANT'S USE. LANDLORD SHALL PROVIDE A 1 " MIN. EMT CONDUIT (WITH PULL STRING) TO BE ROUTED FROM THE MAIN FACP TO THE TENANT'S LEASED PREMISES AS SHOWN IN LANDLORD'S PLANS AND AGREED TO BETWEEN LANDLORD AND TENANT. LANDLORD SHALL PROVIDE TENANT WITH MONITORING COMPANY CONTACT INFORMATION OR CODES AS NEEDED TO COMPLETE INSTALLATION OF TENANT'S FIRE ALARM SYSTEM. 4. NATURAL GAS: FURNISH AND INSTALL A MINIMUM OF 1600MBH NATURAL GAS SERVICE WITH A DELIVERY PRESSURE OF 7" WATER COLUMN ROUTED TO A LOCATION WITHIN THE LEASED PREMISES AS SHOWN IN LANDLORD'S PLANS AND AGREED TO BETWEEN LANDLORD AND TENANT IN ACCORDANCE WITH TENANT'S PLANS FOR THE PREMISES. LANDLORD TO PROVIDE PROOF OF DELIVERY PRESSURE (GAUGE) AT POSSESSION AND REGULATE PRESSURE IF REQUIRED. GAS PIPING SHALL BE APPROPRIATELY SIZED FROM LANDLORD METER LOCATION TO A POINT OF DELIVERY WITHIN THE TENANT'S PREMISES AS AGREED TO BY LANDLORD AND TENANT. TENANT TO APPLY WITH THE GAS COMPANY FOR SERVICE AND SPECIFY ITS DESIGN CRITERIA. ALL RELATED NATURAL GAS UTILITY COMPANY CHARGES SHALL BE PAID BY LANDLORD. 5. WATER: FURNISH AND INSTALL A SEPARATELY METERED AND INSULATED 1.5" OR GREATER DEDICATED DOMESTIC COPPER WATER SUPPLY LINE SUPPLYING MINIMUM OF 45 GALLONS PER MIN AT 60 PSI, ROUTED TO A LOCATION WITHIN THE PREMISES AS DETERMINED BY TENANT IN ACCORDANCE WITH TENANT'S PLANS FOR THE PREMISES SUBJECT TO FLUCTUATION OF THE UTILITY SERVICE PROVIDER. LANDLORD SHALL PROVIDE PROOF OF DELIVERY PRESSURE (GAUGE) OR FLOW RATE AT POSSESSION AND PROVIDE AND INSTALL A BOOSTER PUMP AT LANDLORD'S EXPENSE IF WATER PRESSURE IS UNABLE TO BE PROVIDED AT MINIMUM OF 60 PSI. ALL RELATED TAP, IMPACT, SYSTEM DEVELOPMENT, FIXTURE AND/ OR ANY SIMILAR CHARGES OR FEES SHALL BE PAID BY LANDLORD. 6. TELEPHONE/ IT: LANDLORD SHALL PROVIDE THE FOLLOWING: a. A 2" CONDUIT WITH PULL STRING ROUTED FROM THE PROPERTY'S JOINT TELEPHONE POINT OF DEMARCATION TO THE LEASED PREMISES AS SHOWN IN LANDLORD'S PLANS AND AGREED TO BY LANDLORD AND TENANT. b. IF EXISTING FACILITIES FROM CURRENT TELECOM PROVIDER (S) ARE FULL, LANDLORD AGREES TO PAY FOR THE EXPANSION OF SEGREGATED FACILITIES FOR TENANT'S USE. c. APPROPRIATE INFRASTRUCTURE FROM COMMON SERVICE ENTRANCE TO TENANT'S LEASED PREMISES IN ORDER FOR TENANT TO PROVISION HIGH SPEED BROADBAND ACCESS, PER FCC GUIDELINES (25M/3M). 7. SEWER: FURNISH AND INSTALL TWO (2) FOUR -INCH MINIMUM PVC SANITARY SEWER LINES WITH MINIMUM INVERT ELEVATION OF 42 INCHES, ONE LINE LEADING TO A CODE -COMPLIANT GREASE INTERCEPTOR (WHICH LANDLORD SHALL INSTALL WITH A MINIMUM CAPACITY OF 1,500 GALLONS OR SUFFICIENT TO MEET LOCAL CODE FOR TENANT'S EXCLUSIVE USE) WITH INVERT ELEVATION AS NECESSARY TO ACCOMMODATE GREASE INTERCEPTOR INSTALLATION REQUIREMENTS OF TENANT, AND ONE LINE BYPASSING THE GREASE INTERCEPTOR WITH MINIMUM INVERT ELEVATION OF 42 INCHES THAT CONNECTS TO THE MAIN SANITARY SEWER SYSTEM FOR THE BUILDING OR THE LOCAL MUNICIPAL SYSTEM. BOTH SEWER LINES SHALL BE BROUGHT TO A LOCATION WITHIN THE PREMISES, AS DETERMINED BY TENANT IN ACCORDANCE WITH TENANT'S PLANS FOR THE PREMISES. 8. ROOF SCREENING: FURNISH AND INSTALL ALL REQUIRED SCREENING FOR TENANT'S STANDARD ROOFTOP -MOUNTED EQUIPMENT SUFFICIENT TO MEET APPLICABLE LOCAL COVENANTS, CODES AND ORDINANCES FOR TENANT'S INTENDED USE. NO ROOF MOUNTS SHALL BE INSTALLED WHICH SHALL INVALIDATE THE LANDLORD'S ROOF WARRANTIES WITHOUT LANDLORD APPROVAL. 9. ROOF DRAINS AND SCUPPERS: LANDLORD TO PROVIDE AND INSTALL ROOF DRAINS AND SCUPPERS FOR SHELL BUILDING SO AS NOT TO CONFLICT WITH TENANT'S INTENDED EXITS AS LOCATED ON TENANT'S APPROVED FLOOR PLAN. INTERIOR DRAIN PIPING SHALL BE INSULATED. 10. ROOF INSULATION: FURNISH AND INSTALL EXTERIOR ROOF INSULATION TO MEET LOCAL CODES FOR TENANT'S INTENDED USE. LANDLORD TO PROVIDE TENANT THE NAME OF LANDLORD'S ROOFING CONTRACTOR AND WARRANTY INFORMATION WHEN REQUESTED. 11. ROOF ACCESS: FURNISH AND INSTALL A PERMANENT, CODE COMPLIANT AND OSHA -APPROVED ROOF ACCESS SYSTEM FOR TENANT'S USE (INCLUDING EXTENDABLE ROOF HATCH POLE AS APPLICABLE TO THE DESIGN OF THE ROOF LADDER). LANDLORD SHALL SUPPLY TENANT WITH A KEY AND /OR 24-HOUR ACCESS TO SUCH ROOF ACCESS SYSTEM IF APPLICABLE. 12. FIRE SPRINKLER: IF REQUIRED BY CODE, LANDLORD SHALL FURNISH AND INSTALL A FIRE SPRINKLER SYSTEM TO MEET APPLICABLE GOVERNMENTAL ORDINANCES FOR THE INTENDED USE OF TENANT AS ANTICIPATED BY THE LEASE. SUBJECT TO PERMITTING AGENCY AGREEMENT AND APPROVAL, LANDLORD TO COORDINATE MAIN AND BRANCH LINE LOCATIONS SO AS NOT TO CONFLICT WITH TENANT'S FUTURE ROOF MOUNTED EQUIPMENT, CURBS, AND PENETRATIONS. SPRINKLER SYSTEM RISER ASSEMBLY TO BE LOCATED IN A DEDICATED COMMON AREA WITHIN THE SHELL BUILDING AS APPROVED BY TENANT. MODIFICATIONS TO SAID SYSTEM SHALL BE AT TENANT'S EXPENSE. ALL RELATED TAP, IMPACT, SYSTEM DEVELOPMENT, FIXTURE AND/OR ANY SIMILAR CHARGES OR FEES SHALL BE PAID BY LANDLORD. 13. TRASH AND WASTE, PROVIDE A CONVENIENT WELL LIT (ADEQUATE WATTAGE TO PROVIDE AN AVERAGE MAINTAINED ILLUMINATION LEVEL OF NOT LESS THAN FIVE (5) FOOT CANDLES) AREA LOCATED WITHIN REASONABLE PROXIMITY TO THE PREMISES (THE LOCATION OF SUCH AREA IS TO BE SHOWN ON AN EXHIBIT TO BE ATTACHED TO THE LEASE) FOR A CODE COMPLIANT TRASH AND WASTE ENCLOSURE TO BE CONSTRUCTED BY LANDLORD. SAID ENCLOSURE SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE LAWS AND COMPLY WITH ANY ACCESS, HEIGHT, DRAINAGE AND/OR OTHER REQUIREMENTS OF THE JURISDICTIONAL ZONING, SEWER AND WASTE REMOVAL AUTHORITIES, AS WELL AS ANY ACCESS, VERTICAL CLEARANCE (MINIMUM 20'-6") AND/OR OTHER REQUIREMENTS OF THE VENDOR(S) PROVIDING WASTE REMOVAL SERVICES FOR TENANT'S TRASH AND WASTE. SUCH AREA AND ENCLOSURE SHALL BE CONSTRUCTED BY LANDLORD.AS MAY BE REQUIRED BY APPLICABLE LAW. 14. CANOPIES: FURNISH AND INSTALL ALL CANOPIES PER TENANT'S PROTOTYPICAL PLANS AND PROVIDED BY AMERICAN PRODUCTS INC. (API) OR EQUIVALENT. INSTALLATION WILL INCLUDE EXTERIOR BUILDING LIGHTING INTEGRAL TO THE FRONT CANOPY. 15. STOREFRONT: FURNISH AND INSTALL SHERWIN WILLIAMS 7757 HIGH REFLECTIVE WHITE ANODIZED ALUMINUM STOREFRONT AS AGREED TO BETWEEN LANDLORD AND TENANT OR EQUIVALENT GLAZING SYSTEM BY KAWNEER ALUMINUM WITH CLEAR INSULATED LOW E GLASS (TO MEET LOCAL REQUIREMENTS) AND WIDE STILE, SINGLE ACTING, INSULATED DOUBLE ENTRY DOORS (6'-0" X 7'-0") AND ONE (1) WIDE STILE, SINGLE -ACTING, INSULATED DOOR (3 '-O" X 7' -0") FOR EGRESS OR PATIO ACCESS. ALL HARDWARE FOR ALL EXTERIOR DOORS SHALL BE IN ACCORDANCE WITH TENANT'S SPECIFICATION FOR THE PROJECT; INCLUDING BUT NOT LIMITED TO: DOOR HINGES, PANIC HARDWARE, THRESHOLD, SWEEPS, STOPS, AND CYLINDER CORE. IF AN IMPACT -RATED GLAZING SYSTEM IS REQUIRED BY CODE, LANDLORD SHALL PROVIDE SUCH SYSTEM. SAFETY GLAZING WILL BE INSTALLED AS REQUIRED PER LOCAL ADOPTED CODES. 16. WALLS: FURNISH AND INSTALL A MINIMUM 6" STEEL STUDS, AT 16" ON CENTER, AND 5/8" GYPSUM BOARD DEMISING WALL ASSEMBLY TO MEET LOCAL CODE, ALL PERIMETER WALLS TO ROOF DECK TAPED (FIRE -TAPED IF REQUIRED) SKIMMED, FILLED (ALL PENETRATIONS FIRE -SEALED IF REQUIRED), AND SANDED TO SMOOTH FINISH AND PREPARED TO RECEIVE PAINT. IN ADDITION, ALL EXTERIOR WALLS SHALL HAVE STEEL STUDS AND/OR FURRING WITH INSULATION THAT MEETS ALL LOCAL CODES. LANDLORD WILL PROVIDE A $4000 CREDIT TO TENANT FOR EXTERIOR WALLS. 17. REAR DOOR: FURNISH AND INSTALL A 42" STOREFRONT REAR DOOR WITH HARDWARE AS SHOWN IN LANDLORD'S ARCHITECTURAL PLANS AND AGREED TO BY LANDLORD AND TENANT IN ACCORDANCE WITH TENANT'S PLANS AND SPECIFICATIONS FOR THE PREMISES; INCLUDING BUT NOT LIMITED TO HINGES, THRESHOLD, PANIC DEVICES, PEEP HOLE, SWEEP, STOP, AND CYLINDER. THE FINAL LOCATION OF THE REAR DOOR SHALL BE AS AGREED TO BY LANDLORD AND TENANT. 18. FLOOR: LANDLORD AGREES TO COMPACT THE EXPOSED SUB -GRADE OF THE PREMISES FLOOR TO A CONDITION AND ELEVATION BETWEEN 4" AND 5" BELOW FINISHED FLOOR ACCEPTABLE TO TENANT AND GIVE TENANT A CREDIT OF $5 PSF FOR THE CONCRETE SLAB. COMPACTION WILL BE AS FOLLOWS: a. LANDLORD SHALL COMPLETE COMPACTION OF THE PREMISES IN ACCORDANCE WITH THE APPROPRIATE ENGINEERING STANDARDS AND BUILDING CODE REQUIREMENTS, SO THAT THE BUILDING PAD SHALL BE GRADED WITHIN 1 /10 OF A FOOT OF THE FINISHED FLOOR GRADE ELEVATION OF TENANT'S BUILDING [BASED UPON FINAL GRADING PLAN MINUS THE THICKNESS OF THE SUBGRADE AND FINISH MATERIALS], BUT IN NO EVENT LESS THAN NINETY-FIVE PERCENT (95%) OF THE MODIFIED PROCTOR SOIL TEST FOR WATER CONTENT AND COMPACTION LEVELS ("MODIFIED PROCTOR"), SO AS TO ENABLE TENANT TO CONSTRUCT ITS IMPROVEMENTS IN ACCORDANCE WITH ITS PLANS, WITH SPREAD FOOTINGS AND WITHOUT NECESSITY OF PILINGS OR OTHER EXTRAORDINARY FOUNDATION WORK. THE PREMISES SOIL SHALL HAVE A MINIMUM BEARING CAPACITY OF 2,500 POUNDS PER SQUARE FOOT. 19. MECHANICAL EQUIPMENT: LANDLORD AGREES THAT TENANT SHALL HAVE RIGHT TO INSTALL TENANT'S MECHANICAL EQUIPMENT AND ASSOCIATED CURBS PER TENANT'S PLANS UPON ROOF OR AT ANOTHER FUNCTIONALLY APPROPRIATE LOCATION ON OR ABOUT PREMISES AS IS NECESSARY AND TYPICAL FOR RESTAURANT USE. TENANT WILL NOT MAKE MODIFICATIONS TO THE ROOF THAT WILL INVALIDATE LL'S ROOF WARRANTY. TENANT WILL USE LL'S ROOFING CONTRACTOR FOR ITS MODIFICATIONS TO THE ROOF SYSTEM. THE LANDLORDS ROOF MUST BE ABLE TO ACCOMMODATE THE FOLLOWING: i. HVAC RTUS 2,000 LBS. EACH ii. MAKEUP AIR UNIT 800 LBS. iii. GREASE EXHAUST FAN: 300 LBS. iv. GREASE EXHAUST HOOD: 1,000 LBS. v. WALK-IN CONDENSING UNIT 300 LBS. vi. ICE MACHINE CONDENSING UNIT 100 LBS. vii. RESTROOM FAN 100 LBS. 20. PATIO: FURNISH AND INSTALL THE CONCRETE SLAB ON A SINGLE PLANE FOR THE PATIO IN ACCORDANCE WITH LOCAL CODE AS SHOWN ON LANDLORD'S PLANS. WHEN APPLICABLE TENANT WILL HAVE THE RIGHT TO INSTALL ADDITIONAL POLE MOUNTED LIGHTS AT THE PATIO. THE LANDLORD WILL COORDINATE THE LOCATION OF THESE LIGHTS WITH THE TENANT ENSURING APPROPRIATE CONDUIT WITH PULL STRING ARE SUPPLIED FOR FUTURE POWER BY TENANT. PATIO AREA WILL SLOPE AWAY FROM THE BUILDING WITH GRADE NO LESS THAN 1.5 % AND NO MORE THAN 2% WITH CONTROL JOINTS EVERY TWELVE (12) FEET EACH DIRECTION. 21. STAGING AREA: LANDLORD SHALL DESIGNATE AND ALLOW TO BE FENCED A CONSTRUCTION STAGING AREA OR OTHER SUITABLE ARRANGEMENTS AS MAY BE ACCEPTABLE, ADJACENT TO TENANT'S PREMISE AND SHALL PERMIT TENANT'S CONTRACTOR AT ITS EXPENSE TO PLACE A TEMPORARY TRAILER ON SITE FOR THE PURPOSE OF HOUSING TEMPORARY CONSTRUCTION OFFICE ACTIVITIES AND STORAGE FACILITIES INCLUDING SPACE FOR A 40 YARD DUMPSTER AND ONE TEMPORARY STORAGE CONTAINER TO BE USED DURING THE COURSE OF TENANT'S CONSTRUCTION ACTIVITIES. ANY DAMAGE TO THE PREMISES BY TENANT OR ITS CONTRACTORS TO BE REPAIR BY TENANT AT TENANT'S EXPENSE. 22. TEMPORARY SIGNS: LANDLORD SHALL PERMIT TENANT TO PLACE TEMPORARY SIGNAGE OR BANNERS UPON THE BUILDING OR SITE FENCING TO INDICATE THE TENANT'S IMPENDING OCCUPANCY OF THE PREMISES, DURING THE PERIOD FROM THE COMMENCEMENT OF CONSTRUCTION OF THE LANDLORD'S BUILDING SHELL UNTIL OPENING OF THE RESTAURANT AND GRAND OPENING SIGNAGE FROM THE TENANT'S GRAND OPENING UNTIL 30 DAYS AFTER GRAND OPENING. ALL SIGNAGE SHALL BE IN CONFORMANCE WITH JURISDICTIONAL REQUIREMENTS AND SUBJECT TO LANDLORD'S APPROVAL. 23. DIRECTIONAL SIGNAGE: LANDLORD SHALL PROVIDE AN AREA FOR TENANT'S INSTALLATION OF PICKUP PARKING SIGNS, AT A LOCATION MUTUALLY APPROVED BY LANDLORD AND TENANT. 24. MONUMENT/PYLON SIGNAGE: LANDLORD SHALL FURNISH AND INSTALL MONUMENT SIGNAGE FOR TENANT'S INSTALLATION OF TENANT'S SIGN PANELS. LANDLORD SHALL PROVIDE THE MONUMENT SIGN STRUCTURE (FRAME, FOOTINGS, AND FOUNDATIONS AS REQUIRED), APPLICABLE SIGN FINISHES (INCLUDING MONUMENT BASE MATERIALS), AND POWER FOR THE SIGN. TENANT SHALL OBTAIN LANDLORD AND LOCAL MUNICIPAL APPROVAL FOR TENANT'S SIGN PANELS. 25. OTHER SITE WORK: LANDLORD SHALL BE RESPONSIBLE FOR ALL OTHER SITE WORK WITHIN THE PREMISES BUT OUTSIDE OF THE BUILDING INCLUDING BUT NOT LIMITED TO: CURB AND GUTTER, STONE AND ASPHALT PAVING, CONCRETE TRASH ENCLOSURE PAD & APRON, PARKING LOT STRIPING, OVERALL SITE LIGHTING INCLUDING BUT NOT LIMITED TO PARKING LOT LIGHTING ILLUMINATING THE ENTIRE SITE AND LANDSCAPING IN ACCORDANCE WITH LANDLORD'S PLANS AS APPROVED BY TENANT. 26. SPECIAL PROVISIONS: a. LANDLORD SHALL TREAT FOR AND EXTERMINATE ANY INFESTATION OF RODENTS, TERMITES, CARPENTER ANTS OR OTHER INSECTS OR GROWTHS. b. LANDLORD SHALL PROVIDE FOR REPAIR OF DAMAGE CAUSED BY ANY SUCH INFESTATION. 27. SITE ELECTRIC DISTRIBUTION: LL SHALL FURNISH AND INSTALL THREE UNDERGROUND ELECTRICAL CONDUITS, LABELED WITH PULL STRINGS FROM TENANT'S SPACE TO EACH OF THE THREE DRIVE-THRU EQUIPMENT LOCATIONS AS PROVIDED BY TENANT AND AS SHOWN IN LANDLORD'S PLANS. a. ONE (1) 1" CONDUIT FROM MOBILE ORDER PICKUP AHEAD TO ABOVE ELECTRICAL PANELS. b. ONE (1) 1" CONDUIT FROM THE CLEARANCE BAR TO ABOVE ELECTRICAL PANELS. c. ONE (1) 1" CONDUIT FROM ALL DIRECTIONAL SIGNS TO ABOVE ELECTRICAL PANELS. NOTE: UP TO 3 DIRECTIONAL SIGNS CAN BE SERVED BY A SINGLE CIRCUIT; ADDITIONAL SIGNS REQUIRE A NEW DEDICATED CIRCUIT AND CONDUIT. 28. TRAFFIC SIGNAGE: LANDLORD SHALL PROVIDE PARKING LOT STRIPING AND DIRECTIONAL ARROWS PER ALL APPLICABLE LOCAL CODES. 29. SITE CONCRETE: LANDLORD SHALL PROVIDE PAD CONSTRUCTED OF 6" THICK REINFORCED (WITH WIRE MESH) CONCRETE. THE WIDTH OF THE PAD SHALL BE THE WIDTH OF THE DRIVE THROUGH LANE OR NO LESS THAN 12' WIDE WITH A LENGTH EXTENDING FROM 12' PRIOR TO THE CENTERLINE OF THE SPEAKER POST TO 12' PAST THE CENTERLINE OF THE DRIVE THROUGH PICKUP WINDOW. 30. DRIVE THROUGH WINDOW: LANDLORD SHALL FURNISH AND INSTALL THE TENANT SPECIFIED DRIVE THROUGH SERVICE WINDOW WITH ALL CONNECTIONS FULLY OPERATIONS PER MANUFACTURER'S SPECIFICATIONS AND PER ALL NOTATIONS ON TENANT'S CONSTRUCTION DOCUMENTS, INCLUDING BUT NOT LIMITED TO: ELECTRICAL CONNECTION, TRANSOMS AND SIDELIGHTS, BUMP OUT AND EXTERIOR SHELF, AIR CURTAIN/ FLY FAN PER APPLICABLE LOCAL CODES AND TENANT'S CONSTRUCTION DOCUMENTS. HEIGHT OF SERVICE WINDOW MUST BE 36" ABOVE THE INTERIOR FINISHED FLOOR AND 42" ABOVE THE DRIVE THROUGH LANE ASPHALT. 31. PICK UP WINDOW LIGHTING: LANDLORD SHALL FURNISH AND INSTALL (2) EXTERIOR, LIGHTS LOCATED ADJACENT TO THE DRIVE -THROUGH WINDOW AND CONSISTENT WITH THE BASE BUILDING EXTERIOR LIGHTING. ILLUMINATION LEVELS WHEN MEASURED AT GRADE AROUND BUILDING PERIMETER SHALL BE NO LESS THAN 1.5 FOOT-CANDLES. esignTec pternationall 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 dtiinto@dtiarchitect.com wwwAtiarchitect_com Revisions: Date Description 10.30.20 ISSUED FOR BID V_ CD N M M a0~a U "O W �W Z W W_ LL 42 W a d. U) W � - m 04 o OW a wa Z � J a W vH Q 0 W as Z Z�ti a� QOW �� J=v z CV) 'yQ ao J Z O Q 0 H2O a W2 at O p� OVW M� Z Q = U O=W �W �N �N Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J.0 Checked by: C.P SHEET NAME WORK LETTER REQ. SHEET NUMBER A=0.3 k1nTF• SEE THE LANDLORD WORK LETTER FOR CONDUITS REQUIRED FROM SPACE 100 FOR MENU BOARDS, SPEAKERS. MONUMENTS SIGNS. VERIFY LOCATIONS WITH TENANTS PLANS AND TENANT REPRESENTATIVE. ZONING DATA: BUILDING SET BACKS: REQUIRED PROVIDED PROPERTY OWNER: SF ZEPHYR COMMONS OUTPARCELS LLC 400 CLEMATIS ST SUITE 201 FRONT: 30'-0" 81'-8" WEST PALM BEACH, FL 33401 SIDE: 0'-0" 58'-6" - 23'-9" PROPERTY LOCATION: SITE LIES ON EAST SIDE OF 301 BETWEEN (NORTH) (SOUTH) KOSSIK RD AND PRETTY POND RD REAR: 20'-0" 60'-0" ZEPHYRHILLS BUILDING SEPARATION: 15-0" N/A LEGAL DESCRIPTION: SEE BOUNDARY SURVEY BUILDING AREA: (FAR) 19,050 SF 6,430.00 SF PROPERTY ACREAGE: 38,101 SF (0.87 ACRES) BUILDING HEIGHT: MAXIMUM PROVIDED 55'-0" 24'-8" PROPERTY ZONING: C-2 PROPERTY USE: EXISTING PROPOSED PROPERTY LAND USE: MIXED USE (MU) NONE RETAIL COMMERCIAL TRACT FEATURE SITE PLAN LEGEND: #) AMOUNT OF PARKING PROJECT BOUNDARIES ENCLOSURE ❑ PROPOSED DRAINAGE INLET. REFER CIVIL DRAWINGS r----- EXTERIOR CANOPIES ABOVE GENERAL NOTES: PROPOSED BUILDING ENCLOSURE CONCRETE SIDEWALK LANDSCAPE AREA PROPOSED ASPHALT AREA 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 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 FEDER/�L REGISTER OF THE DEPARTMENT OF TRANSPORTATION SITE PLAN KEYED NOTES: ITEM # DESCRIPTION ASPHALT PAVING - SURFACE REFER TO CIVIL DRAWINGS CONCRETE CURB. REFER TO CIVIL DRAWINGS ❑HANDICAP 3 PARKING, 12' X 18' ACCESSIBLE PARKING SPACE ADA COMPLIANT W/ 5'-0" WIDE PEDESTRIAN ACCESS DELINEATED WITH 4" PAINTED STRIPES AND PROVIDED WITH INTEGRAL BLACK COLORED CONCRETE. STRIPE PARKING, 4" WIDE WHITE STRIPES TWO COATS, TYPICAL ALL PARKING SPACES. aLANDSCAPE AREA, SEE LANDSCAPE PLAN FOR PLANTING TO BE INSTALLED, WHERE LANDSCAPE IS TO REMAIN PROTECT FROM ADJACENT CONSTRUCTION OPERATIONS AND REPAIR DAMAGE. 6" EXTERIOR CONC. PATIO SLAB W/ CONTROL JOINTS AS SHOWN MAX. SLOPE 1 5% TO 2% MAX.. REFER TO DETAIL 8/SP-2.0 & CIVIL DRAWINGS. 7❑ COMM DN CMU DUMPSTER ENCLOSURE. REFER TO DETAIL 1 ON SHEET SP-2.0 7A NOT JSED ❑CONCRETE 8 SIDEWALK SLAB/BRUSH FINISH WITH TOOLED JOINTS AT 5'-0" MAX ON 95% COMPACTED GRANULAR FILLWAXIMUM RUNNING SLOPE IS 5%. MAXIMUM CROSS SLOPE IS 2%. REFER TO CIVIL DRAWINGS. SEE SP-2 FOR DETAILS 9a ACCESSIBLE H.C. STRIPPING ROUTE. REFER TO DETAIL 3 ON SHEET SP-2.0 10 5' W. PEDESTRIAN ACCESS WAY. 11 9'-0" X 20'-0" PARKING SPACES FOR MARKING AND STRIPING DETAILS, SEE: CIVIL DWG'S 12 12'-0" V/ X 6" D CONCRETE REINFORCED SLAB. REFER TO CILVIL FOR ADDITIONAL REQUIREMENTS. 13 PROPOSED LOCATION FOR MONUMENT/PYLON SIGNAGE. G-C. TO COORDINATE FINAL _OCATION W/ LANDLORD REQUIREMENTS - THIS NOT PART OF THIS PROJECT. 14 PROPOSED DRAINAGE INLET STRUCT. REFER CIVIL DRAWINGS 15 PROPOSED SPEAKER POST/ ORDER CONFIRMATION SYSTEM (OCS) & MENU ORDER BOARD TO COORDINATE FINAL LOCATION W1 G C. REQUIREMENTS (FOR ROUTING OF CONDUITS) 16 DUMPSTER ENCLOSURE - DRAINAGE OPENING. REFER TO ENLARGEMENT FLOOR PLAN. 17 EXTERIOR CANOPIES ABOVE 18 20.00' LANDSCAPE BUFFER EASEMENT. SEE CIVIL DRAWINGS 19 10.00' CR 15.00' EASEMENT. SEE CIVIL DRAWINGS 20 9'-0" X 18'-0" PARKING SPACES FOR COMPACT CARS. RE: CIVIL DWG'S 21 TRANSFORMER 22 BOLLARD SEE CIVIL DWG'S FOR DETAIL 1} fl f i _ SITE } Yj i i T e c hi mi mationcil, Associates. Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes.. Fl. 33016 T, 786-235-9097 F. 305-362-4420 dtiinfo@dtiarcttitect.com >Avw dtiarchitect.com Revisions: Date Description IL oq* N LLJ M M a0~a VO�� W H Z w W O LLL aW�U X 1- IL� O LU ° 0 LU > Lu _j J Z w o LV _a U F- oW aZ Z a Q W Lo J = V ❑ M W J v, � CL H O > ❑ U LQ a�� W� pVW c%j�Z 0=W a O a O a W N � V �o WLL a� � M� a= �W = J J N Job Number: 19093.01 File name: Issued Date: 03.30.20 Drawn by: J.0 Checked by: C.P SHEET NAME SITE PLAN SITE PLAN U_sc ALE: KEY PLAN NOT TO SCALE SHF.FT NtT\1I3EIZ SP-1.0 6 GATE PIN (TYP. n SP-2.0 OF 1 EACH DOO 26'-4" B" 25'-0 I I I I IIIIII I I PROVIDE WHEEL I I II I I W/ MOUNTING I I II U BRACKET @ EA. GATE I UU L — J 3000 PST CONC. ON L- — 1'-6" 95% MIN. SOILS DENSITY ELEVATION - A 26'-4" ELEVATION - B ORRUGATED METAL PANEL GATE (PAINTED) 1-1/2" X 20GA TYPE'B' ON 2" X 2" STL. FRAME r--10" FOAM BAND �/ INSERT W/ SMOOTH 1, / STUCCO FINISH RE: 9/SP-2.0 I I rN GALVANIZED STEEL UW'� HINGE (3 AT EACH I I DOOR TYP.) RE.- 5/SP-2.0 I I d W (V IIII IIII IIII lUl L—J PAINT OVER STUCCO; COLOR FINISH TO MATCH BUILDING, TYP. M.D. FOR WATER DRAINAGE 4" 10'-8" 6" ID GATE POST (TYP OF 21 REFER TO � SIN (V 2 NOT USED SCALE: 6'-0" ELEV. T.O. BEAM CONCRETE CAP (SEE STRUCTURAL PLANS) GATE POST DETAILS 5 & 6 SP-2.0 FOR REQUIREMENTS 8^ STUCCO FINISH PAINT OVER STUCCO;COLOR FINISH TO MATCH BUILDING, TYP. PRE -CAST LINTEL NOTES ELEVATION - C 1. TRASH ENCLOSURE TO BE 6-0" HIGH. 2- PROVIDE GATE LOCKING PIN AT GATE INTERSECTION, EACH PANEL. 3. PROVIDE P.V.C. SLEEVE IN CONC. SLAB TO RECEIVE GATE PIN AT OPENED & CLOSED POSITIONS. 4. PAINT ALL SURFACES OF LATCHES AND PIPE BOLLARDS SEMI -GLOSS. 5. PROVIDE LANDSCAPING AROUND ENTIRE DUMPSTER PAD PER LOCAL CODE, SEE LANDSCAPE PLANS. 6. PROVIDE 4", HEAVY DUTY, INDUSTRIAL GRADE, FREE ROTATING WHEEL (W/GREASE FITTING FOR BEARINGS) 7. AT BOTTOM OF EACH GATE TO PREVENT SAGGING. SEE STRUCTURAL DRAWINGS. 8. G/C TO PROVIDE APPLICABLE SHOP DRAWINGS BY SPECIALTY SUBCONTRACTOR FOR REVIEW PRIOR TO MANUFACTURE & INSTALLATION. 9. PROVIDE (3) COAT PAINT SYSTEM (1) COAT OF PRIMER & (2) COATS OF FINISH PINT COLOR TO MATCH BUILDING REFER TO NOTE 49 SHEET A-0.1 FOR ADDITIONAL INFORMATION- PRECAST LINTEL OPENING 8" BRG. AT BOTH ENDS (TYP. OF 2) I I I I I I I U I I W I W I I I I I I I I L / 6" STEEL PIPE BOLLARD, REFER DETAIL ON CIVIL DWG'S. (TYP_ OF 15) LV -•f 8„ 1 25'-0" 8" 2'-0" 6-0" i 9'-01. 6-0" 2'-0" ao ---------- — a —=— -------�.— — SLOPE CONC. FOR I- `Iu i POSITIVE SLOPE q . _� � I s _ ixi c 6" CONCRETE SLAB ON CLEAN COMPACTED FILL _ I TO 98% DENSITY. W/6X6 W2 1X2.1 W.W.F. SEE STRUCTURE FOR ADDITIONAL REINFORCE o a s I W_z` o� • _ p cn a° . y I = I- I o WI-WQ U Oa. ' 00(nn � J O 00 O 6" NOM. ID GATE U) POST FILLED W/ CONC.I CORRUGATED ROUNDED TOP. I METAL PANEL GATE (PAINTED SEE DETAIL 5 SP-2.0 ELEV. A 1-1/2" X 20GA TYPE'B' ON 2" X STL. FRAME G.C. REFER TO NOTE 8 ABOVE & REFER TO CIVIL DWG'S FOR MORE INFORMATION INDICATED FOR DRAINAGE (SEE PLAN) OPENING FOR DRAINAGE WALL BEYOND 8" REINF. MASONRY BLOCK WALLS (SEE STRUCTURAL DRAWINGS) 6" CONCRETE SLAB ON VAPOR BARRIER OVER PAVING 98% WELL COMPACTED VIHICULAR FILL REINFORCED W/ 6 TRAFFIC RATED X 6- 2.0 X 2.0 W.W.M. SLOPE EXPANSION JOINT SLOPE / a : 1. tr : a.. :. • ... .l. •�., "VAPORBARRIER 0 FOR FOOTING. L ___l. 1__ 1,n-_ SEE STRUCTURAL . _..._1 DRAWINGS ( 1..._i I LJ I L --- J— I, V-6" L ECTION THRU DUMPSTER SCALE: 1/2" = V-0" ACCESSIBLE PARKING SIGN PER FDOT INDEX 13355. REFER CIVIL DRAWINGS PRECAST CONCRETE WHEEL STOP (TYP. 6"X6"X6'-0") ALEMITE 1610-BL HYDRAULIC GREASE FITTING TO BE ACCESSIBLE FOR MAWTENANCE ih 3" X 7-1/4"O.D. TUBE. WELD COLLAR TO POST. No • 4 O p G 4 G r� LN 4 G " p ° G ° 4 RAMP LANDING z 4 3: > W a = ,N G N EL D F- NOTE: ALL PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS. (11-4.6.3 F.B_C.2017) 5'-0" M VARIES: _/ SEE CIVIL DWG'S FLUSH: SEE CIVIL DWG'S r5HANDICAPPED PAVEMENT SYMBOL (WHITE) 12'-0" CONTROL JOINT @ 5'-0" O.C. SEE DTL. 8 P-2 (TYP.) ■ S T e c 1"'t t, , r10% soft Associates, Inc, AA26001933 Architecture Planning Interior Design 14125 N.W. SOth Ave. Sulte 303 Miarni Lakes. Fl. 33016 T, 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarch itect-corn 0. A 0 3 9 � Carlos Izarro, R.A. AR - 013079 Revisions: Date Description 3 HANDICAP PARKING DETAIL � i r "GAP " 1 1/2 WASHER 8 1/2"X2 X1/4' r EXPANSION JOINT CONCRETE WALK W/ 6X6-W1.4XW1.4 ' N M WELDED TO W/SEALANT i, Z LU M „ LATCH PLATE WITH 3/4" BOLT ! W.W.F. Q O Q ROUNDEDO LATCH PLATE X 4" CANE BOLT / �---�_ CONTROL JOINT @ 1ti 5' O.C. EACH WAY. � �--- 1!4" RADIUS MAX_ \ V � = 0 — 7-1/4" O.D. HINGE 6" LONG EDGES W/ 3l4" GUIDE (2) i` 1 EXPANSION T BOLT HANDLE i 1 SEE DETAIL 6lSP-2.0 JOINT WI \ o 3/4" BOLT -' j' SEALANT 1" X 6" X 1/2" TO HINGE & GATE STRIKE STOP BAR CANE BOLT ; ' SLOPE DN- \ ;' PAVING W -� LU U. LATCH FRONT VIEW 3/4" COLD W LATCH PLATE ROLLED STEEL ROD. g v -._ ! 1 io �r W _ V BOLT HANDLE 1-1/2" WASHER 4"X4"X1' WELDED TO STEEL DRILL 7/8" b -_ ,; _, v,..:y.:;;s <'::, . >:4-;.<, : ,._ ..;:. ::-:^ :;;' s :� : ,r'::: - - - - z = ii� W GATE FRAME 1-1/2"X6"X1/4" BOLT FOR a, HOLE IN SLAB- !; �, - - - - q M O m 6" I.D. PIPE GATE BENT PLATE STOP TOP PB F SIZE TO FIT z_ r- C BOLT. _ d L0. ii POST SEE DETAIL STRIKE WITH COMP. GRANULAR P.W O W W Q THIS DRAWING 1-3/4" - BOLT lulBUILDING FOUNDATION FILL SEE O Z J a THROUGH FRAME NOTE: MOUNT CANE 1� SPECIFICATIONS 12" W W V E'- LATCH SIDE BOLT AND GATE LATCH ASSEMBLIES #5 DWL_ X 4'-0"— 24" O.C. 2 #5 CONTINUOUS T. & B. 7 CD cf) VIEW THROUGH FACE BOARDS INTO STEEL FRAME @ p Oc! W POST DETAIL LATCH / CANE CONCRETE SIDEWALK 5 SCALE: 1" = 1'-0" 6 SCALE: 1" = 1'-0" 7 SCALE: 314" = 1'-0" BOLT DETAIL EDGE DETAIL CONC. SIDEWALK ---- 1/3" SAW CUT i 1 /3" i - R. o o . -- - 6x6-W1.4xW1.4 W.W.M. --- WELL COMPACTED FILL NOTE: SEE CIVIL FOR SPACING OF STRUCT. JOINTS AND EXPANSION JOINTS CONTROL JOINT DETAIL 8 SCALE: 1" = V-0" Zi:ti Q� �0W WLO OM M� OCL JOE- �O 402 W� 1-20 W a oC O °a J QVW MM v O=W L C� 'yw N OW p. - = N Job Number: 19093.01 File name: Issued Date: 03.30-20 Drawn by: J.0 Checked by: C.P SHEET NAME SITE PLAN DETAILS ENLARGE DUMPSTER PLAN SCALE: 1/4" = V-0" g NOT USED SCALE: g NOT USED SCALE: SHEET NUMBER S P-2.0 2 5 A B i C D E F G Y 1/2" E 'MAX EGRESS WIDTH EXIT CAPACITY 32"/2=160 OCC. 1/2" E MAx. EGRESS WIDTH EXIT CAPACITY 32"/2=160 OCC. O 1/2„ MAX. EGRESS WIDTH EXIT CAPACITY - 32"/2=160 OCC. EGRESS WIDTH EXIT CAPACITY 32"/.2=160 OCC_ E I I 1/2" MAX. I �1 4— 1 — '—'=7=77— .---(r,--.0. — — — — — — — — — — — — — — — — --------------------------- E TRAVEL DISTANCE=58'-5" 1 i 1 1 1 1 � 1 1/2" I 62'-8" > 44'-3MIN. DI BETWEEN EXITS — — - - MAX. E — ITANCE — — — — — — — — — — I' E 1 EGRESS WIDTH EXIT CAPACITY FE! 32"/2=160 OCC. � 1 REFER I I I TO NOTE 8 ( } 1 FFI 1 FFI 1 F+11 1-41ii 1 ...1+ 1a-1 1 — U, Ico U 1 PROPOSED MERCANTILE Q =1 1 Cn RETAIL I i 3,992 SQ. FT. � 101 € THIS SPACE IS SHELL ONLY 62'-8'_> 44'-3" MIN. DISTANCE_ BETWEEN EXITS 1/ - iM / E - - - - - - - - - - - - 1 EGRESS WIDTH 1 EXIT CAPACITY 1 32"/.2=160 OCC. REFER -- 1 TO NOTE 8 �.. 1 1-FI (�-FtH-Fi-1-H-f 1 1-FI lMy-Fi-ttFf-f 1 Ft. 1-1-1-t/-1-i•i-/-11 / 1-1-1-1-1-f-Fi-1-FI 1 f-FI -Ff 1 M�F1-F1y-1-Fi .rt-1 1 f-h/i-1-/-Fi-hFi 1-M 1 tFfiFFH�tH ITi i f44-M�F1'F1-/ 14i 1 tit/i-hhhFFi .y-1 1 — 1 1 i II 1 1 -TO a 61'-6" > 44'-3" MIN. DISTANCE BETWEEN EXITS - ` 0 - - - - - - - - - - - - M i EGRESS WIDTH I I I EXIT CAPACITY I FE 1 32"/2=160 OCC. fROOM FE IRE NTROL -------------------� r TRAVEL DISTANCE=44'-2" TRAVEL DISTANCE=44'-2" 102 38 SQ. FT. I I L I o — — J F PROPOSED ASSEMBLY LUSH EGRESS WIDTH RESTAURANT I EXIT CAPACITY t 68"/.2=340 OCC. 2,400 SQ. FT. - _ 1 THIS S ACE IS SHEL ONLY j 66'-2" > 36'-l" MIN. DISTANCE BETWEEN EXITS �� — — — — — — — — — — — — — — — — — FLUSH 777, 74, EGRESS WIDTH I EXIT CAPACITY 68"/2=340 OCC.�O\tP��,�G / I I- p o�PG°NP FE NOTE: - NO SLAB IN SPACE - SPACE IS UNINHABITABLE - FUTURE TENANT TO SUBMIT INDIVIDUAL LIFE SAFETY PLAN FOR SPACE THEY WILL BE OCCUPYING, UNDER SEPARATE PERMIT I FE LIFE SAFETY LEGEND: OEXIT DOOR DIRECTION OF EGRESS AND OCCUPANCY LOAD TO THE EXIT ,. PATH OF TRAVEL ■ ......... ■ PROPOSED LOCATION FOR TENANT SEPARATION WALL FINAL LOCATION TO BE DETERMINED ■ _. 1 HR FIRE RATED ASSEMBLY WALL TO BOTTOM OF ROOF (FOR OCCUPANCY WITH SAME CLASSIFICATION) � • • � 2 HR FIRE RATED ASSEMBLY WALL TO BOTTOM OF ROOF STRUCTURE (FOR OCCUPANCY WITH SAME CLASSIFICATION) 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 CID COMMON PATH MTD MAXIMUM TRAVEL DISTANCE NOTES: SEE ELECTRICAL DRAWINGS FOR NIGHT / EMERGENCY FLUORESCENT LIGHTING NOTES: 1. BUILDING IS 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. OCCUPANCY LOAD FACTOR: SPACE AREA OCCUP. GROUP FACTOR (NFPA 7.3.1.2) OCCUPANCY LOAD FACTOR RETAIL 101 (MERCANTILE) 4,000 SQ.FT. M 30 GROSS 134 RESTAURANT 100 (ASSEMBLY) 2,400 SQ.FT. A2 15 GROSS 160 TOTAL 6,400 SQ.FT. 294 EGRESS REQUIREMENTS: EGRESS WIDTH } U PER OCCUPANT NUMBER OF EXITS MIN. CORRIDOR WIDTH Z FBC 1005.3.2-NFPA 7.3.3.1 a d 0 LEVEL COMPONENT REQ'D REQ'D REQ'D REQ'D MIN. U J 0.2" PER OCCUPANT FBC NFPA PROV'D FBC NFPA PROVIDED SPACE U 0 REQ'D PROVIDED 1006.2.1 7.4.1 1020.2 1006.3.1 RETAIL 101 (M) 134 26.8" 1,120" 2 2 7 44 44 N/A RESTAURANT 100 (A2) 160 32" 680" 2 2 2 44 44 N/A 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 FBC 1017.2 NFPA 101 PROVIDED Mercantile Assemb!y 36.2.6.1 20.2.6.2.1 RETAIL 101 (MERCANTILE) 250' 150, 58'-5" RESTAURANT 100 (ASSEMBLY) 250' 150, 44'-2" COMMON PATH: NFPA 101 36.2.5.3 SPACE REQ'D FBC 106.2.1 NFPA 101 PROVIDED Mercantile 36.2.5.3 1 Assembly 20.2.5.3.3 RETAIL 101 (MERCANTILE) 75' 75' N/A RESTAURANT 100 (ASSEMBLY) 75' 75' N/A DEAD-END: NFPA 101 36.2.5.2.2 SPACE REQ'D FBC 1020.4 NFPA 101 PROVIDED Mercantile 36.2.5.2.2 Assembly 20.2.5.2.2 RETAIL 101 (MERCANTILE) 20' 20' N/A RESTAURANT 100 (ASSEMBLY) 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. A102.2 803.11 TBL. A10.2.2 803.11 TBL. A10.2.2 RETAIL 101 (MERCANTILE) A A or B B A or B C A or B RESTAURANT 100 (ASSEMBLY) A A A 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 s �s SITE ` iUis;< :Jjig: is >1 E �l----,--,-.�=,=,:���:--��--��--�:--�:-�,��--:7-����----��,� ---------- d _ DesignTec International Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, Fl. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarch itect.com .vww.dti architect. corn S c,P� O 1 9 .®QV, Carlo izarro, R.A. AR - 0013079 Revisions - Date Description 0. o04 '� � W M C 0 W �W ZwLL a��Q Fv = IL uj I= O — m a ce 0 W Q M _j ° ,a Z Wa J w LV 0 UCD C0 0 o qt3.. W IMI aZ OBI` ZO.J a SOW O� �M Oa. _IZI �O a00 Wu. 1.20 W2 a oC O p� °� J pC�WLLI M� v/ > Z Q = U 0xUj w V 3:W N ° OW _ CC N Job Number: 19093.01 File name: Issued Date: 03.30.20 Drawn by: J.0 Checked by: C.P SHEET NAME LIFE SAFETY PLAN BUILDING LIFE SAFETY PLAN SCALE: 3/16" = V-0" KEY PLAN NOT TO SCALE SHEET NUMBER LSP-1.0 �A B C 2" 1-J.. 6.0 4 3 .5. _ ~ (ABOVE) T O N 15 "' 10 r I { 13 -� 14 \5- Ln O 2 W A-4.0 J Lu `° -� (ABOVE) ao 0 N 10 l O II .. 13 co ~ 6" 8" TEL. & DATA BOARD ON 6 t"X4'X8' PLYWOOD FIRE RETAINED o FIRE - - PAINTED BLACK ALARM RISER m FIRE - co 2 CONTROL �z ROOM 102 9 U') r 5 38 SQ. FT. u FIRE 5'-1" ao ALARM (Y 6" PANEL 5'-7" 5'-0" CANOPY:` -5.0 6 _ a, FLUSH 3 Cl) 0 _------- Cl) 5 II N ELEVATION 3 2 D"'VI"__�'; ;E� F}G 1 31'-3" '4' 2'-0" 28'-7" 4'-9" T-5" T-5" 4'-10" 9'-0" PATIO 1 5 ( a O 19 00 ; O 0 12 i " Q ! - _ 1 w 1.4., X-0l �r'I 1 u_ (ABOVE) PROPOSED MERCANTILE RETAIL 3,992 SQ. AFT. 101 F.F.E. = 115.00 8 I z 30'-11" 1171-71 T16711 1:ice17_71T�'�' i 3 16 SEEDETAIL l \ PROPOSED ASSEMBLY RESTAURANT 2,400 SQ. FT. 100 F.F.E. = 115.00 I I 2 A-6.0 18 oY6'-O"D1 o �E T-2" T-5" 66'-6" A-4.1 ELEVATION !:57 - - o 2 I �n 1 � CANOPY�'� w w o I I O I 1Ll 1 I8., I t I i 1 � E 5 E I E N (V ` 15 " 1 E O E OUTDOOR 1 PATIO i ------------ 5'-0" CANOPY 1 19 co FLUSH 15 ---- q E 4'-5" 2 BUILDING FLOOR PLAN '-5.0 SCALE: 3/16" = V-0" FLOOR PLAN LEGEND: XROOM TAG IDENTIFICATION MASONRY WALL WALL TYPE TAG. REF SHEET A-8.2 & INTERIOR PARTITION EXTERIOR ELEVATIONS .. 2 HR FIRE RATED O DOOR TAG ASSEMBLY WALL KEYED NOTES: ITEM # DESCRIPTION FIRE RATED DEMISING PARTITION. FOR UL ASSEMBLY NUMBER AND DETAILS a6" REFER TO WALL TYPE SCHEDULE ON SHEETS A-8.2 & A-8.3 a 8" CMU WALL. REFER TO WALL TYPES ON SHEETS A-8.2 FOR REQUIREMENTS. a 6"X6" STEEL COLUMN RE: STRUCTURAL DRAWINGS ® NOT USED 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 ®4" DOWNSPOUT STORM DRAINAGE & OVERFLOW DRAIN. SEE CIVIL DRAWINGS & ROOF PLAN SHEET. EXPOSED GRADE SPACE SPECIFIC REQUIREMENTS PER LANDLORD / TENANT WORK LETTER AGREEMENT REFER TO GENERAL NOTES ITEMS 54/ 55/ 56 ON SHEET A-0.1 & WORK LETTER FOR REQUIREMENTS. ❑EXPOSED 8 GRADE COMPOSED OF CLEAN COMPACTED FILL TO A MIN. OF 95% DENSITY 5" BELOW PROPOSED FINISH CONCRETE SLAB ELEVATION. ® ACCESS LADDER. RE: DETAIL 6/ A-8.1 1 O 1/2" THRESHOLD (MAX.) BELOW DOORS. SEE DETAIL 2/A-7.0 11 NOT USED 12 NOT USED 13 8" CMU WALL - WALL TYPE A] UP TO 14'-6" & WALL TYPE® FROM THIS DIMENSION TO THE PARAPET. REFER TO WALL SCHEDULE FOR WALL TYPE AND DETAILS & ELEVATIONS. 14 12" CMU WALL REFER TO WALL TYPES ON SHEET A-8.2 FOR REQUIREMENTS & STRUCTURAL DRAWINGS FOR CMU TIE INS. 15 8' X 8" CAST IN PLACE CONCRETE SILL AT ALL DOORS & STOREFRONT PENETRATIONS REFER TO SHEET A-8.1 DETAIL 8 16 6"D X 18" W CONCRETE FOOTING FOR DEMISING WALL TO FOR FOOTING TO MATCH PROPOSED CONCRETE SLAB ELEVATION REF. TO SHEET A-8.1 DETAIL 3 FOR ADDITIONAL INFORMATION. 17 ELECTRICAL METERS 18 8" CMU WALL. REFER TO WALL TYPES A ON SHEETS A-82 FOR REQUIREMENTS. 19 RECESSED HOSE BIBB ZURN CLOSURE ZURN Z 1320-C OR EQUAL. 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. LEVEL AREAS REQUIRED ON BOTH SIDES OF DOORS AS PER 5-2.1 NFPA 101. 3. FIRE EXTINGUISHERS SHALL BE LOCATED AS INDICATED IN FLOOR LIFE SAFETY PLAN. 4. CONTRACTOR TO VERIFY EXACT MILLWORK SIZE WITH MANUFACTURER TO FIT IN SPACES PRIOR TO FABRICATION. SUBMIT SHOP DRAWINGS FOR REVIEW. NOTES: 1. CONTRACTOR/SUBCONTRACTOR TO VERIFY ALL UTILITY CONNECTIONS PRIOR TO SUBMITTING BIDS. VERIFY ALL DIMENSIONS AND NOTES BEFORE PROCEEDING WITH WORK. 2. CONTRACTOR/SUBCONTRACTOR TO VERIFY ALL EXISTING ELECTRICAL SERVICE AND NOTIFY IF CHANGE IN SERVICE IS NEEDED. 3. CONTRACTOR/SUBCONTRACTOR SHALL INFORM ARCHITECT OF ANY DISCREPANCIES BEFORE COMMENCING WORK. 4. 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 CONTRACTORISUBCONTRACTOR 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. 5. 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 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." s �f Yt } IF \ s ! o -- - SITEE KEY PLAN NOT TO SCALE De$OIUI]Tec ': Internationall 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 w",vwdtiarchitect.cam Revisions: Date Description IL _ o � C) QOLU N M CO) t� ce ~a sin �O WZwLL �W M_ Q CL W O- m o Ig OWwQ Q J Z �a w LV 0 U o W p aZ Zo.~ a - SO LJ O� M Co J U)}- 0 � �O a W W LL H2O W a' C ego �J pVW M� tUj Z a = U OZW C� �W N OW IL - = OC N 0. Job Number: 19093.01 Fite name: Issued Date: 03.30.20 Drawn by: J.0 Checked by: C.P SHEET NAME FLOOR SHEET NUMBER A-1.0 _ 1�.'_ L11Il: - I D I i a— a---- — 0-— a REFLECTED CEILING PLAN SCALE: 3116" = V-0" REFLECTED CEILING KEYED NOTES: ITEM # ❑OPEN TO ABOVE STRUCTURE. INTERIOR SPACE BUILD OUT BY FUTURE TENANT, UNDER SEPARATE PERMIT Q2 EXTERIOR SCONCE LIGHT. RE: ELECTRICAL DWGS. ❑STEEL 3 GIRDLE. SEE STRUCTURAL DWGS FOR SIZE, SPACING, AND BRACING. ®STEEL JOIST. SEE STRUCTURAL DWGS FOR SIZE, SPACING, AND BRACING. 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. SITE DesiffignTec internationa 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-w.dtiarchitect.com CD GPFtL P ,QO AR 3 9 Cj Carlo Pizarro, R.A. AR - 0013079 Revisions: Date Description 10.30.20 ISSUED FOR BID 0. o a0Uj N M ce ~a 5 v „0 w W EW Z W_ i a�Cl)Q = 0. m w m � OWWa j ° w Z> W U� Q o W Q 0 Z_�~ Z Q� Q Q W 0� ZM 00 W J�H �O 20 Uj R� 1.20 aC OC O p� 0 J QC�W M� N>Z Q= O=W t� �W N OW p� = �N L Job Number: 19093.01 File name: Issued Date: — 10.30.20 Drawn by: J.0 Checked bv: C.P SHEET NAME REFLECTED CEILING PLAN ___Al SHEET NUMBER A-2.0 KEY PLAN NOT TO SCALE ELEVATION r3 r2 E F G AL TOP OF PARAPET Il- 39'-11 24'-5" 2'-0" 2 1 10'-8" 29'-3" 4'-9" 14'-10" 4'-10" CANOPY AL TOP OF PARAPET 4 I I EL. +21'-0" o _ co - - _ 3\1 r co iv 3,-0 CANCIP , ROOF I, 7 8" 8 CRICKET (TYP.) i I 1� O I I •`, I I I , 4Q- p`�`. SLOPE 1/4"/FT. SLOPE 1/4"/FT. �. ; / `\ 0 o j , u ! _ a. c - O a z I? I i u � U TOP. OF ROOF DECK j TOP OF PARAPET TOP. OF ROOF DECK (HIGH POINT) TOP. OF ROOF DECK 1' EL. +21'-0" If EL. +17'-101/2" EL- +18'-6" EL. +17'-10" 5 z 0 2 w A-4.0 J W 6�; TOP OF PARAPET EL. +19'-7" TOP OF PARAPET EL. +24'-8" 7 1 0„ 1/8' X-0" ANO Y SLOPE 1/4"/FT. SLOPE 1/4"/FT. ROOF I CRICKET I (TYP.) 8" I I 2'-4" X 14'-0" `1 C NOP ACCESS PANEL RE: DETAIL 6/ A-8.1 (2) 4" DOWNSPOUT PIPE SLOPE 1/4"/FT. SLOPE 1/4"/FT. (TYP.) 5 4" RD. DRAINAGE PIPING - 1/4" PER FOOT SLOPE MIN. 4" RD. OVERFLOW DRAIN (TYP.) Ij 5 -u" I ' LJ IJ CANOPY co 1 II 4 P �` ROOF CRICKET / (TYP.) 18'-4" 1 -- 8 \0Al 2 go TOP OF PARAPET Lam- &' Q TOP OF PARAPET EL. +24'-8"..._...... U 4 EL. +21'-0" ELEVATION tee' n„ I I i TOP. OF ROOF DECK (LOW POINT) EL_ +17'-9 1/2" j 5'-0' I CANOPY T', 0o I 2 } a. 0 z U TOP OF PARAPET EL. +23'-2" 3 z O 1 � ��� w J W i1 TOP OF PARAPET EL. +21'-0" 0 1 A-5.0 Y C., TOP OF PARAPET EL. +24'-8" TOP OF PARAPET EL. +21'-0" ROOF PLAN SCALE: 3/16" = V-0" ROOF PLAN LEGEND: MASONRY PARAPET STUD FRAMING SYSTEM PARAPET ROOFING NOTES 1. THE ROOFING SYSTEM TO HAVE A 20 YEAR WARRANTY, JOHNS MANVILLE SBS MODIFIED BITUMEN W/ GLASKAP CR MEMBRANE, N.O.A. 16-0413.21 OR APPROVED EQUAL. PROVIDE MIN 4" INSULATION W/ MIN R=19 INSULATION VALUE, INITIAL SRI = .76, UPLIFT MIN 108 PSF W/ GENERAL LIMITATION #7 2. 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. 3. 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 HATCH TO AND AROUND ALL HVAC UNITS AND ROOF SIGNAGE VAULTS. T.P.O OR A.P.D.M. 6 MIL. MIN. 4. CONDENSATION DRAINS TO BE PIPED ABOVE ROOF TO THE NEAREST DRAIN. BLOCKS REQUIRED TO ADEQUATELY SUPPORT LINES AND REQUIRED MEMBRANE PAD UNDER EACH. 5. ROOF TOP UNIT SIZE(S) & LOCATIONS ARE SHOWN FOR CONCEPT ONLY. RE: MECHANICAL DRAWINGS 6. RE: STRUCTURAL& WIND LOAD CALCS FOR REVIEW. 7. ALL ROOF EQUIPMENT UNITS SHALL BE LOCATED A MINIMUM OF 10'-0" FROM ALL ROOF EDGES IN ALL DIRECTIONS. 8, 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 = 6,130 SQUARE FEET ROOF PERIMETER = 472 LINEAR FEET X 5 FEET (AVERAGE ROOF HEIGHT) X 50% = 1, 180 SQUARE FEET OF VERTICAL ROOF AREA TOTAL ROOF AREA = ROOF AREA + ROOF PERIMETER = 7,310 SQUARE FEET RAINFALL IN INCHES PER HOUR = 5.0 (BASED ON THE 100-YEAR HOURLY RAINFALL RATE INDICATED IN FIGURE 1106.1) 5.0 INCHES RAINFALL PER HOUR = 0.0530 GPM PER 1 SQ. FT 7,310 SQUARE FOOT (TOTAL ROOF AREA) X 0.0530 = 387.4 GPM 387A GPM TOTAL / (4) DOWNSPOUT PROVIDED = 96.9 GPM PER DOWNSPOUT BASED TABLE 1106.2 PROVIDE (4) 4" DIAMETER LEADER @ 1/4" PER FOOT MIN. = 163 GPM ROOF PLAN KEYED NOTES ITEM # DESCRIPTION ❑1 ROOFING SYSTEM JOHNS MANVILLE SBS MODIFIED BITUMEN W/ GLASKAP CR MEMBRANE, N.O.R. 16-0413.21 OR APPROVED EQUAL. PROVIDE MIN 4" INSULATION W/ MIN R=19 INSULATION VALUE. NOT USED �3 PROVIDE CRICKET AT ALL CURBS/ROOF PENETRATIONS AS REQUIRED. ® 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 PROVIDE ROOF TOP WALKWAY PADS TO MATCH ROOF SYSTEM AND PLACED AROUND ALL RTU AND RTU CAPS. (TYPICAL) © NOT USED STUDS FRAMING SYSTEM AT THE HEIGHT OF PARAPET WITH SUPPORT ONLY IN THE EXTREME ® PARAPET SUPPORT. SEE STRUCTURAL DWG'S. a NOT USED 10 NOT USED ILd _ SITE s ' S ? s �r 1 r Fl n1 KEY PLAN DesignTec Internationa Associates, Inc. AA26001933 Architecture • Planning • Intedor Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www. dtiarch itect. corn Revisions: Date Description O C) Z 0 N W M "' a�~o "O W �WWv Z iw � 0. Co W O m iY. p gg O W Q w Q J Z �a w o W L) o F- W d' Q ZIL vi`' a� Q 0 LI W Ln J = � Z M m��OD a� J Z �., o a O � O W R V. Lu2 190 OVW MW yr > Z Q = u 0 a. LU IL v � W N ° OW 1% N = Job Number: 19093.01 File naine: Issued Date: 03.30.20 Drawn by: J.0 Cheeked by: C.P SHEET NAME ROOF SHEET NUMBER A-3.0 ILK EN SECTIONS O.C. kSHING 12-500 O.C. rENERS I JM i lJ lJ U -FW-M1) 1/2" (13 mm) MIN. ENLARGED VIEW OF SNAP LOCK PARAPET 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 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 CLEAN OUT EXISTING DRAIN PIPE AND LEADER AS REQUIRED ROOF CAST IRON DRAIN SCALE :N.T.S. ATTACH PER APPROVED DETAIL VENTSTACK (SEE DETAIL P-FW-M1) APPROPRIATE CAULK JM PVC MEMBRANE ADHERED TO - GALV. STORM COLLAR WITH n WALL WITH JM APPROVED MEMBRANE GALVANIZED METAL DRAWBAND AND SCREWS PLACED �/ -- ADHESIVE (SEE DETAIL P-FW-M1) RALVANIZOOFIACK DIRECTLY ABOVE THE TOP OF I JM PVC MEMBRANE ADHESIVE FLASHING. (FOR ADHERED SPECIFICATIONS ONLY) ROUND CORNERS JM SINGLE PLY LVOC CAULK 8" MIN. FLASHI I JM PVC MEMBRANE ADHERED OF ROOF JACK S.S. CLAMP AND SCREW ' OR MECHANICALLY FASTENED WRAP AROUND JACK, WITH BOTTOM 2" ' JM APPROVED FASTENER AND PLATE 12" (304 mm) MAX. NOERS E HOLE, FOLDED UP. SIMULTANEOUSLY HEAT, VPENETRATION DEPENDANT ON DECK MATERIAL(S). STRETCH ]M DETAIL MEMBRANE STRETCH & WELD TO FIELD MEMBRANE SEE SPECIFICATIONS FOR FURTHER INFORMATION OVER TOP OF JACK TO AT BASE AROUND PIPE TO FORM 2" REATE 1' TURN-U ' JM PVC MEMBRANE TURN -OUT FROM VERTICAL JACK. � 1 112" (38 mm) MIN. WELD�15` DHESIVE .�` ` AFTER SHAPING, ADHERE TO THE JACK. (CONTINUOUS)�,�r APPROVED r7l r7l 17 WALL { SUBSTRATE JM INSULATION COVER BOARD / WOOD BLOCKING FLUSH W/INSULATION �iyT APPROVED DECK 8" (203 mm) MAXIMUM BASE FLASHING DETAIL SCALE: N.T.S. 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 r 2 X 4 WOOD NAILER FASTENERS AT 6" (152 mm) O.C. MAX. ;r APPROPRIATE GROMMETED FASTENERS THROUGH COUNTER FLASHING APPROXIMATELY 12" (304 mm) O.C. COUNTERFLASHING SKIRT v LU APPROVED SUBSTRATE O Z JM PVC MEMBRANE ADHERED TO Lu WALL WITH JM APPROVED MEMBRANE ' ADHESIVE (SEE DETAIL P-FW-M1) Z � g JM PVC MEMBRANE ADHESIVE (FOR ADHERED SPECIFICATIONS ONLY) N JM PVC MEMBRANE ADHERED OR eo ' MECHANICALLY FASTENDED ' JM APPROVED FASTENER AND PLATE 12" (304 mm) O.C. MAX. - PENETRATION DEPENDAN- ' ON DECK MATERIAL(S), SEE SPECIFICATIONS ' FOR FURTHER INFORMATION 1 1/2" (38 mm) MIN. WELD ' (CONTINUOUS) JM INSULATION / COVER BOARD 3" TO 8" Zik (76 mm TO 203 mm MAX. I APPROVED DECK VENT STACK DETAIL SCALE: N.T.S. Fa esignTe& nternationa 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@dtiarchltecttcom ww,v.dtiarch tect.com Carlos Pizarro, R.A. AR - 0013079 Revisions: Date Description 10.30.20 ISSUED FOR BID ° N WQ r M M a U W Z �O Uj U. Q W w w_ co Q _ CL U) W �miam aC, Z�Ja W J Q W v O t- W d' l- ogo 0 ZL QOW Z a� �LO '_' Z M 0 ° A Q W oC OVW O=Z 0 09 L U Z ° ° W N � W V a W M� a= = 0 it o I.L. W N Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J.0 Checked by: C.P SHEET NAME ROOF DETAILS SHEET NLTIMBER A-3.1 I I 'I I I Ili 7'.1._ll_' I -- - I I 1 ' __ I. .1 WE I T e-% OAMAOCT T. O. F EL. (+; T. O. F EL. (+; T. O. F EL. (+� ELEVATION LEGEND: ODOOR TAG (SEE A-7.0 FOR DOOR SCHEDULE) OWINDOW TAG (SEE A-7.0 FOR WINDOW SCHEDULE) �0 KEYNOTE TAG HATCHED AREA REPRESENTS METAL FRAMING. SEE KEY #Q9 FOR SPECS NOTE: SEE SHEET A-4.2 FOR BUILDING COLORS BUILDING EAST ELEVATION SCALE: 3/16" = 1'-0" BUILDING WEST ELEVATION 2 SCALE: 3/16" = V-0" ELEVATION KEY NOTES ITEM # DESCRIPTION it NOT USED a DOOR. RE: DOOR SCHEDULE. 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 ® NOT USED R SMOOTH STUCCO FINISH WALL, FOR PAINT COLOR SEE SHT. A-4.2 ©1" SCORE LINE STUCCO FINISH W/ REVEAL FRY REGLET MODEL: PCS-75-100 OR EQUAL. SEE DETAIL 5/A4.1 ❑7 1/2" SCORE LINE STUCCO FINISH ON 8" CMU WALL SPACED TO 9" EA. W/ REVEAL FRY REGLET MODEL: PCS-75-50 OR EQUAL. SEE DETAIL 5/A4.1 ®1/2" SCORE LINE STUCCO FINISH ON 3 5/8" METAL STUD FRAMING SPACED TO 9" W/ REVEAL FRY REGLET MODEL: PCS-75-50 OR EQUAL. SEE DETAIL 6/A4.1 R 5/8" - 3 COAT STUCCO ON PAPER BACKED METAL LATH (1) LAYER ON 30 LB. FELT PAPER ON 5/8" EXTERIOR GRADE DENSGLASS SHEATHING SECURELY ON 3 ' " 16 GA. METAL STUDS 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. REFER WALL TYPE B & F ON SHEET A-8.2. 10 APPDXIMATE AREA FOR FUTURE SIGNAGE, PROVIDED, PERMITTED AND INSTALLED BY TENANT. GC. TO COORDINATE EXACT LOCATION WITH TENANT AND PROVIDE -" WRPT PLYWOOD BACKING AND ELECTRICAL JB. 11 ELECTRICAL SERVICE EQUIPMENT 12 NOT USED 13 NOT USED 15 DOOR FOR FIRE ALARM ROOM 16 PARAPET BEYOND 17 STUDS FRAMING SYSTEM ON ROOF. REFER TO STRUCTURAL DRAWINGS. ❑WALL SCONCE: ANP LIGHTING ORB220, MOUNT WM74, COLOR 41 BLACK, 18 VOLTAGE UNV NOTE: GENERAL CONTRACTOR VERIFY IN FIELD ALL INFORMATION GIVEN IN THIS PLAN TO MEET FBC AND FLORIDA NFPA CODE AND STANDARDS. T. O. PARAPET OL EL. (+) 24'-8" O. PARAPET OL EL. (+) 23'-2" O. PARAPET OL EL. (+) 21'-0" 3. O. CANOPY OIL EL. (+) 10'-0" JOREFRONT EL. (+) 10'-0" 'INISH FLOOR OL EL. (+/-) 0'-0" (TYP) 5 j I rc Uq ;t 2 sl 1 j '1 , 4 s r— n _ _f I DesmignTec nternationall 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.cofn ;,Avw.dtiarchitect.cam Revisions: Date Description 10.30.20 ISSUED FOR BID Q0 N LLJ M ~ Q ce F � -j WZwLL MW xv = 0. I) W O m CZ 0 W Q ° Z W J aQ. w W � v� o p d' W Q ZIL Z �ti a� QO A W �Ln MQ W U 0G_ J Z IL �- W 0 Q =1 W m U. H2O W2 OC 0 QVW M� to OC Z Q = U 0=W O. sW N a � ILC� W = �N Job Number: 19093.01 File name: Issued Date: 03.30.20 Drawn by: J.0 Checked bv: C.P SHEET NAME BUILDING ELEVATIONS KEY PLAN NOT TO SCALE SHEET NUMBER A-4.0 7 ELEVATION LEGEND: BUILDING NORTH ELEVATION SCALE: 3/16" = V-0" 1a1-1n, A.-R. T. T. O. PARAPET EL. (+) 23'-2" Cl) zo CO 1 /2" b r112 3 2'-0" 18 18 n D 5 co 1/2" 7 (TYP) o Cl) _ -- 6 (TYP) 19'-10" 6 (TYP) 42'4" 7 4'-5" ODOOR TAG (SEE A-7.0 FOR DOOR SCHEDULE) OX WINDOW TAG (SEE A-7.0 FOR WINDOW SCHEDULE) �0 KEYNOTE TAG HATCHED AREA REPRESENTS METAL FRAMING. SEE KEY #�9 FOR SPECS NOTE! SEE SHEET A-4.2 FOR BUILDING COLORS BUILDING SOUTH ELEVATION SCALE: 3/16" = V-0" ELEVATION KEY NOTES ITEM # DESCRIPTION �1 NOT USED DOOR. RE: DOOR SCHEDULE. 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 ® NOT USED a SMOOTH STUCCO FINISH WALL, FOR PAINT COLOR SEE SHT. A-4.2 ®1" SCORE LINE STUCCO FINISH W/ REVEAL FRY REGLET MODEL: PCS-75-100 OR EQUAL. SEE DETAIL 5/A4.1 1/2" SCORE LINE STUCCO FINISH ON 8" CMU WALL SPACED TO 9" EA. W/ REVEAL FRY REGLET MODEL: PCS-75-50 OR EQUAL. SEE DETAIL 5/A4.1 ®1/2" SCORE LINE STUCCO FINISH ON 3 5/8" METAL STUD FRAMING SPACED TO 9" WJ REVEAL FRY REGLET MODEL: PCS-75-50 OR EQUAL. SEE DETAIL 6/A4.1 ❑9 5/8" - 3 COAT STUCCO ON PAPER BACKED METAL LATH (1) LAYER ON 30 LB. FELT PAPER ON 5/8" EXTERIOR GRADE DENSGLASS SHEATHING SECURELY ON 31 " 16 GA. METAL STUDS 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. REFER WALL TYPE B & F ON SHEET A-8.2. 3 T. O. PARAPET T. O. PARAPET EL. (+) 23'-2" T. O. PARAPET EL. (+) 21'-0" rn■ esignTec f- nattte- Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes. Fl. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo(a?dtiarchitectX0fT1 www.dtiarchitect.com Or L � �P 0 3.STOREFRONT EL. (+) 14'-6" T 9 V c's D ARG B. O. CANOPY EL. (+) 10'-0" .STOREFRONT EL. (+) 10'-0" ). FINISH FLOOR EL. (+/-) 0'-0" T. O. PARAPET OIL EL. (+) 24'-8" ________ __ T. O. PARAPET *_ EL. (+) 21'-0" T. O. STOREFRONT jk B. O. CANOPY T. O. FINISH FLOOR EL. (+/-) 0'-0" 10 APPDXIMATE AREA FOR FUTURE SIGNAGE, PROVIDED, PERMITTED AND INSTALLED BY TENANT. GC. TO COORDINATE EXACT LOCATION WITH TENANT AND PROVIDE g" WRPT PLYWOOD BACKING AND ELECTRICAL JB. 11 ELECTRICAL SERVICE EQUIPMENT 12 NOT USED 13 NOT USED 15 DOOR FOR FIRE ALARM ROOM 16 PARAPET BEYOND 17 STUDS FRAMING SYSTEM ON ROOF. REFER TO STRUCTURAL DRAWINGS. ❑ WALL SCONCE: ANP LIGHTING ORB220, MOUNT WM74, COLOR 41 BLACK, 18 VOLTAGE UNV NOTE: GENERAL CONTRACTOR VERIFY IN FIELD ALL INFORMATION GIVEN IN THIS PLAN TO MEET FBC AND FLORIDA NFPA CODE AND STANDARDS. 1� CMU BLOCK iurT Ke-riIGi'116111131�:7�1i DEPTH BASE ON STUCCO SPECIFICATION PROVIDE 2 COATS CMU WATERPROOFING IN 6" STRIPS BEHIND REGLET. SEE ELEVATIONS FOR SIZE FRY REGLET REVEAL CHANNELSCREED MODEL # PCS-625100- BUILDING HORIZ. REVEALS -STUCCO DETAIL SCALE: 3" = V-0" @ CONCRETE BLOCK METAL STUD FRAMING DEPTH BASE ON STUCCO SPECIFICATION PROVIDE 2 COATS WATERPROOFING IN 6" STRIPS BEHIND REGLET. SEE ELEVATIONS FOR SIZE FRY REGLET REVEAL CHANNELSCREED MODEL # PCS-6251 OW BUILDING HORIZ. REVEALS -STUCCO DETAIL SCALE: 3" = 1'-0" @ METAL STUD FRAMING Carlos/Pizarro, R.A. AR - 0013079 11 Revisions: Date Description 10.30.201 ISSUED FOR BID _ O r � Z O W M � Q U �O W Z w" W Wv _ IL W _m o 0 UlLU Z _J a w W V o W p Q — Job Number: 19093.01 File name: Issued Date: Drawn by: 10.30.20 J.0 Checked by: C.P I SHEET NAME I' BUILDING ELEVATIONS 4D KEY PLAN NOT TO SCALE SHEET NUMBER A-4.1 T.O.PARAPET 1 •, ; , EL. (+) 24'-8" e �uq T qaY 4 -P �♦ .dam ��, ._. T. 0. PARAPET EL. (+) 24'-8" B. O. CANOPY EL. (+) 10'-0" a z.. ; B. 0. CANOPY _' .....,.., EL. (+) 10'-0" MEXICAN GRILL BUILDING EAST ELEVATION / SCALE 3/16" = V-0" n y yyy (TYP) y y (TYP) \17,11 SCALE: 3/16" = V-0" BUILDING NORTH ELEVATION (TYP) MEXICAN GRILL §Est* 41 V i T. 0. PARAPET EL. (+) 24'-8" T. 0. PARAPET EL. (+) 21'-0" T. 0. STOREFRONT EL. (+) 14'-6" Y T. O. STOREFRONT EL. (+) 10'-0" B. O. CANOPY EL. (+) 10'-0" T. 0. FINISH FLOOR T. 0. PARAPET OL EL. (+) 24'-8" a• �z T. 0. PARAPET 1 r l _Ey`' i y y a K —_- —FINISH FLO R Sk r BUILDING SOUTH ELEVATION T. 0. PARAPET EL. (+) 23'-2" T. O. PARAPET EL. (+) 21'-0" T. 0. STOREFRONT EL. (+) 10'-0„ s B. 0. CANOPY �j T. 0. FINISH FLOOR 11 MATERIAL SCHEDULE & NOTES: COLORS BY SHERWIN WILLIAMS TEM # DESCRIPTION COLOR J SW 7006 EXTRA WHITE COLOR ON STUCCO WALLS n tt ��JJ SW 6261 SWANKY GRAY COLOR ON STUCCO WALLS SW 7019 GAUNTLET GRAY COLOR ON STUCCO WALLS SW 7048 URBANE BRONZE COLOR ON METAL CANOPY &STEEL COLUMN ❑5 SCORE LINE. SEE ELEVATIONS FOR TYPE (A-4.0 & A-4.1) ❑ANODIZED 6 ALUMINUM DOOR REFER TO WINDOW AND DOOR SCHEDULE. ANODIZED ALUMINUM STOREFRONT. REFER TO WINDOW AND DOOR SCHEDULE. TZ ...... ff } i r if \j { ;I ' iiUIl L ' KEY PLAN NOT TO SCALE ignT.."" fLtz;rnd--t1U1 I 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@dtiarcfiitect.com v dtiarc jla 4. P C, �0 , R 9 ,v° Carlos Pizarro, R.A. AR - 0013079 Revisions: Date Description 10.30.20 ISSUED FOR BID a° a -� CD N ~a r M v _Q W� � p� W Z LU w o " Q W �_ U W = HO a �_, m p ° LU W Q Z��a w LV U o W p q LLj ,Q — �°W a. J o �M � z M N o JZ �-o Q ° W LL F�0 W i- T- U) OC 0 J pVW M� 0=Z W Q �W = a a V IN 0 0 W W = N a Job Number: 19093.01 File name: Issued Date: 10.30-20 Drawn by: J.0 Checked by: C.P SH1 I I NAMF BUILDING COLOR ELEVATIONS SHEET NI MBER A-4.2 SCALE: 3/16" _ V-0" + 24'-8" TOP OF PARAPET. SEE STRUCT. DWGS. AL + 17'-4" J. BEARING @ LOW POINT. mm SEE STRUCT. DWGS. + 14'-6" BOTTOM OF CONC. BEAM SEE STRUCT. DWGS. + 10'-0" .................................................... BOTTOM OF CONC. BEAM SEE STRUCT. DWGS. + 0'-0" F.F.E. Ah + 24'-8" TOP OF PARAPET. SEE STRUCT. DWGS. + 23'-2" TOP OF PARAPET. SEE STRUCT. DWGS. + 21'-0" TOP OF PARAPET. SEE STRUCT. DWGS. VARIES ROOF DECK + 17'-4" J. BEARING SEE STRUCT. DWGS. + 14'-6" B.O. STUD FRAMING SEE ELEVATIONS B.O. CANOPY + 0'-0" F.F.E. 2 rL + 23'-2" TOP OF PARAPET. SEE STRUCT. DWGS. + 21'-0" TOP OF PARAPET. SEE STRUCT. DWGS. + 17'-4" J. BEARING @ LOW POINT SEE STRUCT. DWGS. + 0'-0" F.F.E. BUILDING SECTION BUILDING SECTION SCALE: 3/16" = V-0" BUILDING SECTION SCALE: 3/16" = V-0" FLOOR PLAN KEYED NOTES ITEM # DESCRIPTION 8" CMU , 3/4" 3 COAT SMOOTH STUCCO PAINTED. ALUMINUM GLASS STOREFRONT & ALUMINUM DOORS, COLOR: TO MATCH SHERWIN WILLIAMS 7757 HIGH REFLECTIVE WHITE. REFER TO WINDOW AND DOOR SCHEDULE. aPARAPET SUPPORT. SEE DETAIL 4/A-8.0 & STRUCTURAL DWGS. 3/4" - 3 COAT STUCCO ON PAPER BACKED METAL LATH (1) LAYER ON 30 LB. FELT 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. 1" FURRING W/ R=4.3 MIN. RIGID INSULATION IN CAVITY TO UNDERSIDE OF DECK (NOT FINISH) aPROVIDE CANTILEVERED CANOPY W/ STEEL OUTRIGGERS BY AMERICAN PRODUCTS INC. OR EQUAL. SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A DELEGATE LICENSED PROFESSIONAL ENGINEER, CONTRACTOR SHALL PROVIDE A COPY OF THE SHOP DRAWINGS TO THE TENANT FOR REVIEW. SCORE LINE STUCCO FINISH. SEE ELEVATIONS FOR SPECS. CONCRETE FOOTING. SEE STRUCTURAL DRAWINGS. ❑9 EXPOSED GRADE SPACE SPECIFIC REQUIREMENTS PER LANDLORD / TENANT WORK LETTER AGREEMENT. 10 ROOF MEMBRANE AND INSULATION. RE: ROOF PLAN A-3.0 HMETAL DECK. RE: STRUCTURE. 12 STEEL GIRDER. SEE STRUCTURAL DRAWINGS. 13 STEEL JOISTS. RE: SEE STRUCTURE DWG'S. 14 ROOF FLASHING. RE: DETAIL 1 & 4 /A-3.1 15 REINFORCE CONCRETE BEAM. RE: STRUCTURE. 16 PAINTED CONC. BLOCK. 17 CONCRETE COLUMN. SEE STRUCTURAL DWG'S. H6" STEEL COLUMN. SEE STRUCTURAL DWG'S & DETAIL 7/A-82 19 2 HR RATED PARTITION - SEE DETAIL 5/A-8.2 6"D X 18" W CONCRETE FOOTING FOR DEMISING WALL TO FOR FOOTING TO MATCH PROPOSED 20 CONCRETE SLAB ELEVATION REF. TO SHEET A-8.1 DETAIL 3 FOR ADDITIONAL INFORMATION. 21 METAL STUD PARTITION ON ROOF. SEE STRUCTURAL DWG'S. EXPOSED GRADE COMPOSED OF CLEAN COMPACTED FILL TO A MIN. OF 95% DENSITY 22 5" BELOW PROPOSED FINISH CONCRETE SLAB ELEVATION. 23 INTERIOR FINISH BY FUTURE TENANT; EXPOSED WALL INSIDE OF BUILDING 8" X 8" CAST IN PLACE CONCRETE SILL AT ALL DOORS & STOREFRONT PENETRATIONS 24 H REFER TO SHEET A-8.1 DETAIL 8 25 8"D X 12"W CAST IN PLACE CONCRETE. REFER TO SHEET A-8.1 DETAIL 8 26 12" CMU , 3/4" 3 COAT SMOOTH STUCCO PAINTED. NOTE: GENERAL CONTRACTOR VERIFY IN FIELD ALL INFORMATION GIVEN IN THIS PLAN TO MEET FBC 2017 AND FLORIDA NFPA 2012 CODE AND STANDARDS. THE INTERIOR SURFACE OF DEMISING WALL SHALL BE TAPED AND SANDED FROM THE FLOOR TO THE ROOF DECK TO ACCEPT TENANT'S FINISHES. 0 ?; 4e0 ' t if is i; i SITE KEY PLAN NOT TO SCALE L e Y,~ e c ■ Internationa Associates, Inc. AA26001933 Architecture * Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes. Fl. 33016 T. 786-235-9097 F. 305-362-4420 dtiirifo@dtiarctiitect.com dtiarctiitect.com www.dtiarchitect.com S / GA �O AR 1 79 � Carlos Pizarro, R.A. AR - 0013079 Revisions: Date Description V_ O Z 0 N �Q M 0 �0 WZw� aWU)� W CO w o J Z > LLI J V a. E— W Q 0 O U) � aZ ZCL �� a� O0J LI L W Ln J=u zM m�Oa. 0 acr J Z F. 0 a�� WLL, W2 0 a OC 0 pC�W M� tA�Z a= U 0=W sW N OW IL - = OC N a Job Number: 19093.01 File name: Issued Date: 03.30.20 Drawn by: J.0 Checked by: C.P SHEET NAME BUILDING SECTIONS SHEET DUMBER A-5.0 A-8.0 1 1 3� MEW A-8.0 I 1 E�i TOP OF PARAPET. SEE STRUCT. DWGS. 1 1 19 o a 1 1 1 21 1 15 16 17 1 1 I 1 O G ,{ I 1 + 17'-4" JOIST BEARING 41\ SEE STRUCT. DWGS. r r \ 6 ti + 14'-6" f T.O. WINDOW 25 + 10'-0" T.O. WINDOW & B.O. CANOPY 0 z =O N 0 X 28 M w w + 0'-01 F.F. W z 2 � ow M z 23 32 30 36 jk + 24'-8" 7 TOP OF PARAPET. SEE STRUCT. DWGS. 1 0 C 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 A-8 0 1 1 19 1 1 24 1 1 1 1 1 1 1 1 1 1 1 Dl� 1 I 1 21 15 16 17 20 1 I 1 + 17'-4" JOIST BEARING @ LOW POINT SEE STRUCT. DWGS. 1 1 1 6 _ 1 T.O. WINDOW 1 1 I I I 1 I I I 1 1 1 1 1 I 1 1 I I I 1 I 25 1 1 0 1 1 1 1 ' I 1 + 10'-0" 1 1 T.O. WINDOW &B.O.CANOPY 18 i I ,,. l( , 32 30 36 �+ 0'-0" F.F. 77 � I ( 8 SECTION KEY NOTES ITEM # DESCRIPTION 8" CMU PARAPET, 3/4" 3 COAT SMOOTH STUCCO PAINTED. CMU WALL BEYOND, 5/8" SMOOTH STUCCO W/ 1" SCORE LINE & PAINTED. ❑12" 2 SEE ELEVATIONS 3/4" - 3 COAT STUCCO ON PAPER BACKED METAL LATH (1) LAYER ON 30 LB. FELT 1AGA. PAPER ON 5/8" EXTERIOR GRADE DENSGLASS SHEATHING SECURELY ON 3.5" 16 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❑ LEDGESTONE COLUMNS (TYP.) OWENS CORNING CULTURED STONE COUNTY LEDGESTONE- CHARDONAY CSV-20006. GC. PROVIDE SAMPLE AND INSTALL AS PER MANUFACT. RECOMMEND. aNOT USED REINFORCE CONCRETE BEAM. RE: STRUCTURE. METAL COPING SECURELY ATTACHED TO P.T. WOOD NAILER. ❑CONTINUOUS 7 COLOR TO BE SELECTED BY OWNER / ARCHITECT. ❑g CONCRETE FOOTING, RE: STRUCTURE. CONTINUOUS 1/2" EXPANSION FIBER, TYP. MIL. VISQUEEN STEGO WRAP POLYETHYLENE OVER WELL COMPACTED FILL. E6 10 SEE STRUCTURAL DRAWINGS, TYP. 11 EXPOSED COMPACTED FILL. 12 4" REINFORCED SLAB ON GRADE 13 STEEL JOISTS. RE: SEE STRUCTURE DWGS. 14 NOT USED 15 METAL DECK. ,RE: STRUCTURE. 16 ROOF INSULATION. SEE ROOF PLAN & ROOF DETAILS. ROOF SYSTEM JOHN MANSVILLE SBS MODIFIED BITUMEN W/ GLASKAP CR 17 MEMBRANE, N.O.A. 16-0413.21 OR EQUAL. PROVIDE MIN. 4" INSULATION W/ MIN. R-19 INSULATION VALUE. 18 TRUELITE ALUMINUM AND GLASS STOREFRONT & ALUMINUM DOORS, COLOR: MATCH SHERWIN WILLIAMS 7757 HIGH REFLECTIVE WHITE. REFER TO WINDOW AND DOOR SCHEDULE, 18 PICK UP WINDOW "QUIKSERV" MODEL BP-7241 E IP, NOA 18-0814.01 OR EQUAL 19 PARAPET BEYOND. CONTINUOUS 4" ENERGY GUARD CANT STRIP SET IN BITUMEN AS MANUFACTURED 20 BY JOHN MANSVILLE 21 ROOF FLASHING. 22 PARQADIGMLED AMC-2415 W/ FLEX SR WHITE LED TAPE, OPAL LENS AND END CAPS FULL WIDTH OF CANOPY @ ASEMBLY TENANT CANOPIES ONLY. 23 6" CURB. SEE CIVIL DWG'S . 24 SCORE LINE STUCCO FINISH. SEE ELEVATIONS FOR SPECS. CANTILEVERED CANOPY W/ STEEL OUTRIGGERS BY AMERICAN PRODUCTS INC. OR 25 EQUAL. PROVIDE SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A DELEGATE LICENSED PROFESSIONAL ENGINEER, CONTRACTOR SHALL PROVIDE A COPY OF THE SHOP DRAWINGS TO THE TENANT FOR REVIEW. HNOT USED 27 TOP OF WINDOW SILL @ 36" ABOVE THE INTERIOR FINISHED FLOOR & 42" ABOVE THE DRIVE THROUGH LANE SURFACE_ 28 LANE ASPHALT. SEE CIVIL DWGS. 29 NOT USED 30 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. EXPOSED GRADE COMPOSED OF CLEAN COMPACTED FILL TO A MIN. OF 95% 31 DENSITY 5" BELOW PROPOSED FINISH CONCRETE SLAB ELEVATION. 32 8" X 8" CAST IN PLACE CONCRETE SILL AT ALL DOORS & STOREFRONT PENETRATIONS REFER TO SHEET A-8.1 DETAIL 8 33 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. 34 EXPOSED STRUCTURE 35 METAL CANOPY OVERHANGING ABOVE STOREFRONT. REF: ELEVATIONS FOR DETAILS 36 PROPOSED FINISH FLOOR 37 STEEL GIRDER. SEE STRUCTURAL DRAWINGS. P■ esignTec nternationall Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, Fl. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect. cord www dtiarchitect.com Revisions: Date Description IL c) O z0FQ N M � � O n W �W W LL W O Q J ° Z>55Cn W U E- Q O 1 W Q 0 z z jLM a QOW oLO � mi Z M 04 W Jz� CL } �p w a D W U. 1'2O WE a C OC O �VW M� U)>M z Q = L) O=W 0. t� W N OW L = `W N Job Number: 19093.01 File name: Issued Date: 03.30.20 Drawn by: J.0 Checked by: C.P I SHEET NAME I' WALL SECTIONS WALL SECTION 1 SCALE: 3/4" = 1'-0" WALL SECTION 2 SCALE: 3/4" = V-0" WALL SECTION 3 SCALE: 3/4" = V-0" SHEET NUMBER A-6.0 F-F- 22'-2" 15'-7" 14'-10" 6'-0" 3'-5" 2" 2" 2" 2," 2" ! 2" 2," 2" 2" 2" 2" 2" 2" 2" 2" 2" 3" 2" 2.. 2.. 2" 2" EQ- EQ. EQ. EQ. 6'-2" EQ. EQ. T-0" EQ. EQ- 2'-8" 2'-8" T-0" 2'-8" 2'-8" 5'-8" 3' 1 a, NJ 9'-6" " " " - - " O - - - - N Cl) 3 M M N n _ lVM'n, N S3 - - O d Q _- fF 3 o r 3 ki 3 t 2 - 4 2 a t 1 (0 a , < r a r 'F s✓ K O k A r > ::. 2 2 IL q jL a SCALE: 1 /4" = V-0" AO OB CO OD D1 OE OF Ci STOREFRONT SCHEDULE:L7:� = LOCATION TYPES + DIMENSIONS MATERIAL FINISH REMARKS MARK QTY. ROOM NAME WINDOW SIZE WINDOW SIZE WINDOW FRAME O 1 PROPOSED 100 FIXED 22'-2" x 1 U-0" GLASS. ALUMINUM COLOR TO MATCH SHERWIN WILLIAMS KAWNEER TRIFAB 45° FL APPROVAL 7237.1 OR EQUAL RESTAURANT 7757 HIGH REFLECTIVE WHITE O 1 PROPOSED 101 FIXED 15'-7" x 10'-0" GLASS. ALUMINUM COLOR TO MATCH SHERWIN WILLIAMS RETAIL 7757 HIGH REFLECTIVE WHITE O 3 PROPOSED 101 FIXED 14'-10" x 10'-0" GLASS. ALUMINUM COLOR TO MATCH SHERWIN WILLIAMS RETAIL 7757 HIGH REFLECTIVE WHITE O 1 PROPOSED 100 FIXED 6-0" x T-5" GLASS. ALUMINUM COLOR TO MATCH SHERWIN WILLIAMS "QUIKSERV" MODEL BP-7241E IP SERVING WINDOW NOA RETAIL 7757 HIGH REFLECTIVE WHITE 18-0814.01 OR EQUAL PROPOSED PROVIDE SPANDREL GLASS. COLOR TO BE SELECTED D1 1 RETAIL 100 FIXED 6-0" x 3'-7" GLASS. ALUMINUM COLOR TO MATCH SHERWIN WILLIAMS 7757 HIGH REFLECTIVE WHITE FROM FULL RANGE OF MANUFACTURERS STANDARD COLORS O 2 PROPOSED 100 FIXED 3'-5" x 10'-0" GLASS. ALUMINUM COLOR TO MATCH SHERWIN WILLIAMS RETAIL 7757 HIGH REFLECTIVE WHITE �\ 1 PROPOSED 100 FIXED 9'-6" x T-0" GLASS. ALUMINUM COLOR TO MATCH SHERWIN WILLIAMS PROVIDE SPANDREL GLASS IN NORTH LITE. COLOR TO BE SELECTED FROM FULL RANGE OF RETAIL 7757 HIGH REFLECTIVE WHITE MANUFACTURERS STANDARD COLORS T-0" T-0" TYPE A 0 TYPE B 00 z DOOR TYPES )_ SCALE: 1/4" = l'-0" DOOR SCHEDULE: T-6" " to .> r TYPE C 0 � 3'-0" 0 co ` TYPE D 0 GLAZING NOTES: 1. GLAZING SHALL COMPLY WITH THE PRODUCT APPROVALS OF THE DOOR AND STOREFRONT SYSTEM. 2. DOOR AND STOREFRONT GLAZING SHALL BE CAT 11 SAFETY GLAZING AS REQUIRED BY 2406.2 (1), F.B.C. 2017. 3. ALL GLAZING SHALL BE LOW E. 4. PROVIDE INSULATED GLAZING WITH THE FOLLOWING CHARACTERISTICS: SOLAR HEAT GAIN COEFFICIENT SHALL BE 37-39, VLT 68% TO 70%, SUMMER DAY U VALUE 0.29. LOCATION TYPES + DIMENSIONS MATERIAL TYPE REMARKS DOOR ALUMINUM COLOR TO MATCH DOOR DOOR FIRE HARDWARE No. # QTY. TYPE ROOM NAME DOOR SIZE TYPE DOOR FRAME RATING/LAB SET CLOSURE THRESHOLD STOREFRONT: CHARCOAL 0 1 A PROPOSED RESTAURANT 100 (2) T-0" x 6'-10" SWING GLASS ALUM. 1 YES O 4 B PROPOSED RETAIL 101 T-0" x 6-10" SWING GLASS ALUM. 1 YES (ENTRANCE) a O 3 B PROPOSED RETAIL 101 3'-0" x 6'-10" SWING GLASS ALUM. 1 YES THRESHOLD BY MANUFACTURER AT DOORS 1, 2, & 1 B 3, PEMKO 255A OR EQUAL AT DOOR 4 PROPOSED RESTAURANT 100 aO 1 C PROPOSED RESTAURANT 100 T-6" x 6'-10" SWING GLASS ALUM. 1 YES (1 1 D FIRE CONTROL ROOM 102 T-0" x 6-10" SWING HM HM 2 YES 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, 1. DOOR AND FRAMES SHOP DRAWING NOTE: PANIC HARDWARE WITHNELL LEVER W16 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 . 14 PAIR BUTTS, 4 j X 4 �', 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 • MAGNETIC LOCKS - NOT BY STOREFRONT MANUFACTURER • CLOSER NORTON #8501-H CLOSURES AND OPERATING KEYS . PULL- HAGER PULL #11 E,32D OR EQUAL • PUSH- HAGER PUSH # 805, 32D OR EQUAL • WEATHER- STRIPPING - BY MANUF- • BEFORE FIXTURE DATE, INSTALL LOCK BOX W/ CODE -10n - L� 4510 tV Z C14. 260 11 _14 o' II I l l 111 ti II LO 4 1 /2 , SCALE: 3" = V-0" DF450-8 RG-1 CG450 5 ^ DF45M 1 1a' W3DOOR SECTION DETAIL SCALE: 3 = V-0" 2PRAIDOOR BOTTOM JAMB DETAIL L4 SCALE: 3 = V-0" DETAIL SCALE: 3" = V-0" /8" TYPE 'X' GYP. D. OR 5/8" EMENTITIOUS BOARD, EE WALL TYPE IETAL STUD FILL FRAME W/ THERMAFIBER INSULATION (AT SOUND RATED WALLS) TYPICAL DOOR HEAD DETAIL SCALE: 3 = V-0" CAULK PERIMETER OF FRAME BOTH ; --- DOUBLE S AT JAMBS. S.A.F.B.-SEE WALL L01� i r10 M I 101co 5/8" TYPE 'X' BD. OI CEMENTITIOUS BC SEE WALL 2-j:L�il FILL FRAME W/ THERMAFIBER INSULATION (AT SOUND RATED WALLS) FRAME ANCHOR CLIP MIN. 3 PER JAMB SEE ROOM FINISH SCHEDULE FOR FINISH TYPICAL DOOR JAMB DETAIL SCALE: 3" = V-0" P■ esignTec nternationall 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. corn �",vvw.dtiarchitect. com i s �- - �f 0 P,G P Q :d 1 a ao yy 0 ' 1 0 9 tt ARCS Carlos Pizarro, R.A. AR - 0013079 Revisions. - Date Description 10.30.20 ISSUED FOR BID a. o T_ C) Z O N WM M 1_ Q -O WZwLL �W �_ a� ;Q L W m o OW wa Z>_a w LU jQ V C p W aZ Q Z � 0- t` a p CO W , O � X Z M pQ mU,a J Z �, Imo o a0 2O W � H aC6 C,tj W M� _ to 19 >0 H Z Q = w = W 3:N CL ° OW = 19 N Job Number: 19093.01 File name: Issued Date: 10.30.20 Dra,nby: J.0 Checked by: C.P SHEET NAME DOOR & WINDOW SCHEDULE SHEET NUMBER A-7.0 T.O PARAPET EL. (+) 21'-0" T.O. BEAM EL. (+) 17'-4" PARAPET ENLARGE D ETA SCALE: 1 1/2" = V-0" PARAPET ENLARGE DETAIL SCALE: 1 1/2" = V-0" T.O PARAPET EL. (+) 21'-0" 0 w J IL a Q at o= cn t J a. t 0� W( tU to �t 11ft C N 0 E— v EL. (+) 17'-4" B.O. STUD FRAMING EL. N 14'-6" (SEE ELEVATIOI ENLARGE DETA SCALE: 1 1/2" = V-0" ITEM # DESCRIPTION �1 8" CMU BLOCK 22 PROVIDE 5/8" - 3 COATS STUCCO FINISH OVER WATER BARRIER AND DENSGLASS SHEATHING. PAINT BY COLOR ELEVATIONS. ❑2 12" CMU BLOCK 23 CHANNEL SCREED. SEE ELEVATIONS FOR DIMENSIONS & SPECS. �3 8" CONCRETE MASONRY UNIT. SEE STRUCTURAL DWG'S. 24 PITCH POCKET ROOF FLASHING. �4 12" CONCRETE MASONRY UNIT. SEE STRUCTURAL DWGS. 25 PITCH PAN SEALANT. PROVIDE 5/8" - 3 COATS STUCCO FINISH (PAINTED). 26 PAPER BACKED METAL LATH (1 LAYER) OVER 30 LB. FELT PAPER ❑6 STEEL JOISTS. 27 ROOFING INSULATION AND ROOFING MATERIAL AROUND SEE STRUCTURAL DWGS FOR SIZE, SPACING, AND BRACING. THE METAL TUBE �7 STEEL GIRDLE. SEE STRUCTURAL DWGS. 28 5/8" EXTERIOR GRADE DENSGLASS SHEATHING SECURELY ❑8 CONCRETE BEAM. SEE STRUCTURAL DWGS FOR SIZE. 29 3.5" 16 GA. STUD FRAMING SPACED 16" O.C. aCONTINUOUS 24 GA. GALV. METAL COPING SECURELY ATTACHED 30 8" METAL STUDS @ 16" O.C. FOR FRAMED PARAPET'S SYSTEM TO P.T WOOD NAILERS. COLOR TO MATCH WALL BELOW. ANCHORED TO ROOF STRUCTURE. SEE STRUCTURAL DWGS. 10 2X P.T WOOD BLOCK W/ 1/4"X4" THREADED ANCHORS @ 6" O.C. 31 1/4" SLOPE MINIMUM. SEE ROOF PLAN STAGGERED 11 H SCREW /W SEALING WASHER @ 6" O.C. 32 METAL ROOF DECK. REFER TO STRUCTURAL DWGS. 12 STUCCO STOP 33 WINDOWS. RE: DOOR & WINDOWS SCHEDULE. 13 SEALANT STOREFRONT. RE: DOOR & WINDOWS SCHEDULE. 2 PIECE COUNTER FLASHING SYSTEM TYPE "STX" BY FRY CANTILEVERED CANOPY W/ STEELOUTRIGGERS; BY AMERICAN 14 REGLET. (SPRINGLOCK) 35 PRODUCTS INC_ OR EQUAL. PROVIDE SHOP DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A DELEGATE LICENSED PROFESSIONAL ENGINEER, CONTRACTOR SHALL PROVIDE A COPY OF 15 FIBER CAN STRIP. THE SHOP DRAWINGS TO THE TENANT FOR REVIEW. 16 CONTINUOUS 4" CANT. 36 NOT USED 17 R-19 MINIMUM EPS BOARD INSULATION. G.C. SHALL INSTALL 37 "' DRIP1 -1" FROM STUCCO FACE. ACCORDING MANUFACTURER SPECIFICATIONS. , 18 PARAPET BEYOND. 38 NOT USED R19 WALL BEYOND. 39 RE: STRUCTURAL DWGS. FOR REINFORCEMENT 20 METAL TUBE PARAPET BRACING. SEE STRUCTURAL DWGS. 21 1/2" DENSGLASS SHEATHING OVER METAL FRAMED PARAPET SYSTEM. D 110%lifts SA *L ■ US,IYI I t e r n d"% tio n a Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes. Fl. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.cofn , vw_citiarchitect.com Revisions: Date Description 10.30.20 ISSUED FOR BID IL O T_ 40 a0~a N M V c W~ 2Z LULL W Q W �v to Q H O a �W _j Qa ° Z > _j w W v t- p O mot' W Q Z Z o- ' a Q o Uj �� T_ J = v zM ao m J Z L 0 Q 0 D W R _j W 12O W 2 1 0.(6 Ig O �J OVW Mul to oW Z a = O = W sIL W N OW = OC N L Job Number: 19093.01 File name: Issued Date: 10,30.20 Drawn by: J.0 Checked bv: C.P I I SHEET NAME I I ENLARGE DETAILS SHEET NUMBER A-8.0 NOTE: NEOPRENE GASKET 1. ALL METAL STUDS SHALL BE PROVIDED BY DIETRICH METAL FRAMING OR GASKET APPROVED EQUAL. (ALL AROUND COVER) 2. ALL DEMISING PARTITIONS TO DECK SHALL BE DIETRICH 6" STUDS "CSW" 18 LAM LATCH JOINT W/ FIRE GA., @24" O.C., TO A MAXIMUM HEIGHT OF 26'-0", FOR SPSF L/240. SHOULD SEALANT JOINT W/ FIRE SEALANT CONDITION DIFFER, G.C. SHALL NOTIFY ARCHITECT IMMEDIATELY. INSIDE &OUTSIDE HANDLES l '1 3. ALL METAL STUDS SHALL BE 20 GAUGE (HOT DIPPED GALVANIZED) UNLESS W/ PADLOCK HASPS,'' OTHERWISE NOTED, TYP. COVER 1 LAYERS OF 5/8" GYPSUM STEEL DECK #I € 2 LAYERS e" TYPE "X" GYP. 4. ALL FIRE RATED WALLS SEPARATION AND/OR PENETRATIONS SHALL BE 2 -- COVER LINER BOARD TYPE "X" I 1 LAYER OF 5/8" BOARD ON 1�" 20 GA. MTL. STUDS SEALED WITH AN UL LABELED FIRE RATED MATERIAL_ G.C. SHALL BE I" THICK FIBERGLASS ( GYPSUM BOARD TYPE "X" t f @ 16" O.C. PIN TOP & BOTTOM RESPONSIBLE FOR PROVIDING ALL SHOP DRAWINGS AND/OR CUT SHEETS FOR s G `i TRACKS TO STRUCTURE ALL UL LABELED FIRE RATED MATERIALS NOT SPECIFIED IN CONSTRUCTION COVER INSULATION DOCUMENTS AND/OR SPECIFICATIONS, TYP. %! I JOIST l i:i W/ #7 SDS @ 24" O.C. 5. ALL JOINTS/DEPRESSIONS OF THE GYPSUM WALL BOARD SHALL BE TAPED, i ARM GUIDE (" JOINT W/ FIRE SEALANT APPLIED THREE COATS OF SPACKLE, AND SANDED TO A SMOOTH FINISH READY 6" 20 GA. STEEL RUNNER f 11' TO RECEIVE FINISH AS PER SCHEDULE. WALLS AND CEILINGS ARE TO BE FREE BRACKET 6" - 20 GA. STEEL STUDS @ OF ANY UNEVENNESS AT JOINTS AND CORNERS. ALL OUTSIDE CORNERS SHALL PROVIDE OSHA COMPLAINT 16" O.C. WITH FIRE BLOCKS I SECURELY ANCHORED TO CORNER HAVE METAL BEAD AND SPACKLE. LADDER POST; ACTIVAR LP4 EXISTING SHOOTING INTO BEAD 6" 20 A. MTL. METAL TOP TRACK @ 8'-0" VERT. (BEYOND) r RED VINYL GRIP OR EQUAL SLAB.) PIN TO JOIST W/ 0.177 x 1j HILTI 6. REFER TO FINISH SCHEDULE FOR FINISHES, TYP. J" JOINT HEAVY DUTY PINS @ 16" O.C. HOLD OPEN ARM W/ I WI FIRE . 7. CONTRACTOR SHALL FIELD VERIFY THAT SLABS & FLOORS ARE NOT \� NYLON ROLLER FRAME W/ CAPFLASHING SEALANT 6" 20 GA. MTL. SLIP TRACK PRE -CAST, POST -TENSIONED, OR PRE -STRESSED PRIOR TO SHOOTING OR LOCK STRIKE & (CORNERS FULL WELDED) I I i DRILLING INTO SLAB, TYP. PADLOCK HASP { INTERIOR 8. G.C. SHALL SECURELY ATTACH METAL STUD FRAMING TO STRUCTURE ABOVE PINTLE HINGE "' �� = FUTURE INTERIOR SLAB I INTERIOR ! I I BY ORTHERS E' f AND SHALL PROVIDE BRACING @ 32" O.C. ALTERNATING DIRECTIONS UNLESS RI „ 5/8 5/8 FUTURE INTERIOR SLAB 2 LAYERS e" TYPE "X" GYP. OTHERWISE SPECIFIED, TYP. 7LIFTING MECHANISM W/ i+ REINFORCED COMPOSITE ! BY ORTHERS BOARD ON 6 20 GA. MTL. ! I " 9. G.C. SHALL USE 16 GA. FLEX "C" TRACKS BOTH TOP AND BOTTOM TUBES AND ELECTROCOATED i €; STUDS @ 16 O.C. ( ) COMPRESSION SPRINGS 0.177 x 1 HILTI l f CONNECTIONS BY FLEXIBILITY CONCEPTS AT ALL CURVED METAL STUD _ - -- -->>_ i I - HEAVY DUTY PINS 6" 20 GA. MTL PARTITIONS. NO SUBSTITUTIONS 1" RIGID FIBERBOARD @ 16" O_C. I' BOTTOM TRACK. INSULATION FLUSH 10. FIRESTOPS AT CEILING GRID HEIGHT AND/OR 10'-0" MAX. (VERT.) ��.; at-� BOT. OF ROOF DECK _ - _I�I T, NOTE: RE: ROOF PLAN 1. VERIFY ALL WALL FINISHES WITH FINISH SCHEDULE. FOR ELEVATIONS �- JOINT W/ FIRE JOINT W/ FIRE SEALANT 2. PROVIDE AQUA TOUGH MOISTURE RESISTANT BOARD. IN ALL WET LOCATIONS. SEALNT CONT. FIRE CAULK WALL TYPE © - I 6" DEEP x 18" WIDE SECTION 3. RESTROOM WALLS TO RECEIVE SOUND ATTENUATION BATT INSULATION. TYP. RE: A-82 SHEET 1 6� CONCRETE SLAB W/ 3000 4_ RETAIL -3 - SPACE TO RECEIVE R-19 INSULATION OR BETTER ON ALL INTERIOR WALL TYPE PSI CONC_ W/(2) #5 CONT SIDE OF EXTERIOR WALLS AND ROOF 6" -16 GA. METAL OVER 10 MIL VAPOR STUDS @ 12" O/C BARRIER ON COMPACTED NOTE: 2-1/2" ALUMINUM MAX. W/ SOIL (TYP) ARCHITECT SHALL BE NOTIFIED WHEN FRAMING AND ROUGH INSTALLATIONS CHANNEL SIDERAIL HORIZONTAL ARE COMPLETED FOR AN ON SITE VISIT PRIOR TO INSTALLATION OF DRYWALL. 7" To 10" BRACING @ T-0" =;y O/C STAGGERED PARTITION/JOIST DETAIL WD FRAMING SUPPORT CO NC. STRIPE FOOTING. )METAL STUD PARTITION EL: + 6'-0" & + 12'-0" SCALE: 1 1/2" = V-0" SCALE: 1" = V-0" SCALE: N.T.S. NOTES DF2" X 6" FIRE TREATED W.D. FRAMING ON\ METAL SUPPORT DOUBLE FRAMIN . _ \ TO FLOOR STUDS EXT.` (INT;; FINISH FLOOR WALL BEYOND SECTION NOTE: SILL 0R IN LACE W/ (1) # 5CONT. G.C. SHALL PROVIDE SIGNED & SEALED T-1" SHOP DWG'S BEFORE INSTALLATION, EXPANTION JOINT �Q�' FUTURE INTERIOR SLAB OVER ALL r FRAME OPENING LENGTH TO OF SLAB r t 0'-0" r- i I I r-I II L EXTERIOR SIDE WALK. W3: i I I i REFER TO CIVIL DWG'S. Z-)w z I I i I I POST -FLASH 8" CMU o W W I I I I FLASHING SYSTEM 8" HOOK INTO FOOTING 1 =_ n==== TO OF FOOTING o II I - — — SEE STRUCTURAL` DWG'S FOOTING REFER TO OMPACTED FILL L_ —— — — — �� BILCO TYPES STRUCTURAL DRAWING F MIN. 95% DENSITY —- — — — — ADDITIONAL INFORMATI N =� ROOF SCUTTLE OR EQUAL I PLAN ELEVATION (REFER TO FLOOR PLAN & NOTES ON SHEET A-1.0) ROOF LADDER DETAIL SLAB DETAIL @ DOORS & *rT USED USED 6 SCALE: 3/4" = V-0" SCALE: 1 1/2" = 1' STOREFRONT OPENINGS grT esmignTec D I 1-ftitu-1-nationall Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes. Fl. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com tiu mAtiarchitect.com Carlos Pizarro, R.A. AR - 0013079 Revisions: Date Description 10.3020 ISSUED FORBID O■ O qq Z W M a � F= Q _O W~wLL Z W aW Fv to Q H O H 00 ° Z _ CL w p W v F- O v W Q Z a l` a p 0 lj �In �'j' ful ZM ao JZ �p Q 12O W R U. W C9 O OC mJ08 0 M 0 > Z Q = U O 0. = W V CL W N ° OW = a 12 N Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J.0 Checked bv: C.P SHEET NAME. DETAILS NOT�US�ED (9)SCALE: IMT USED gNOT USED SCALE: NOT�US�ED 14 SCALE: gNOT USED SCALE: SHEET NUMBER A-8■ 1 -- JNDERSIDE OF STRUCT. i� 8" CONCRETE BLOCK. 3/4" 3-COAT STUCCO. PROVIDE ELASTOMERIC WATERPROOFING, PRIME & PAINT. COLOR TO BE SELECTED BY OWNER. �U ., EXPOSED STRUCTURE. 8" REINFORCED CONCRETE BLOCK. SEE STRUCTURAL DRAWINGS. INT. 3/4" - 3 COAT STUCCO ON PAPER BACKED METAL LATH (1) LAYER ON 30 LB. FELT PAPER 5/8" EXTERIOR GRADE DENSGLASS SHEATHING EXT. PAINT FINISH TO BE SELECTED BY ARCHITECT/OWNER 3.5" 16 GA. MTL STUDS @ 16" O.C. W/ TOP AND BOTTOM TRACK -EXPOSED STRUCTURE. -8" REINFORCED CONCRETE BLOCK_ SEE STRUCTURAL DRAWINGS. INT. NOTES: TYPE WALL FROM 14'-6" A.F.F. TO THE PARAPET. SEE ELEVATIONS. EXT. 12" CONCRETE BLOCK. 3/4" 3-COAT STUCCO. PROVIDE ELASTOMERIC WATERPROOFING, PRIME & PAINT. COLOR TO BE SELECTED BY OWNER. 1, 04 EXPOSED STRUCTURE. 12" REINFORCED CONCRETE BLOCK. SEE STRUCTURAL DRAWINGS_ INT. INTERIOR 6" - 20 GA. STEEL STUDS @ 16" O.C. WITH FIRE STOPS @ 8'-0" VERT. EXTEND PARTITION TO UNDERSIDE OF DECK UL-U419. 6", 20 GA, STEEL RUNNER SECURI ANCHORED TO EXISTING STI W/ 3/4" DEEP POWER AC FASTENERS @ 1 'EE SECT.& FINISH SCHED` -OR ADD. INFO 6", 20 GA. STEEL RUNNER SECURELY ANCHORED TO STRUCTURE W/ SELF TAPPING SCREWS FOR LTWT CONC. AND METAL DECK OR TAPCONS FOR SOLID CONC. @ 16" O.0 FIRE STOP @ 8'-0" MAX INTERIOR 2 LAYERS TYPE "X" GWB EACH SIDE TO BOTTOM OF STRUCTURE. FINISH AS SCHEDULED GLASS FIBER OR MINERAL WOOL INSULATION R-19 JOINT W/ FIRE SEALANT CONC. SLAB (RE: STRUCT DWGS) =) TOP OF CONCRETE SLAB POW ; SEE SECT.FOR HEIGHT ELEVATION DESIGN NO. U419 (SEE SHEET 7/A-8.3) WALL TYPE A WALL TYPE B WALL TYPE C )NOT USED WALL TYPE E SCALE: (�)___ARTITION 2" X 6" FIRE TREATED W.D. FRAMING ON DOUBLE FRAMING STUDS 2 LAYERS, e " THICK y EACH SIDE 6" - 16 GA, STEEL STUDS @ 12" O.C. MAX_ W/ HORIZONTAL BRACING @ T-0" O/C STAGGERED UL-419 1 HR DEMISING PARTITION (SEE SHEET 7/A-8.3) b"5IttLU_ SEE STRUC 2 LAYERS, e EACH SIDE 6" - 20 GA. STEEL STUDS @ 16 O.C. NOTE: SEE 2 HR RATED DETAIL No. U419 & WALL TYPE E (eSCA ALL TYPE F COLUMN DETAIL (0.?T USED NOT USED NOT USED E: 1 1/2" = 1'-0" 2 HR RATED PARTITION SCALE: 1 1/2" = V-0" STEEL COLUMN RATING - 2 HRO SCALE: SCALE: ■ UuSignTec I r1n ti n all Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes. Fl. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com vvr m-citiarch itect. cam Revisions: Date Description 10.30.20 ISSUED FOR BID Z N WM M �O W Z W u- Q W M oC 0 v = IL m W m o OW wa ZW �a w �H p O d' W Q Z�ti z i Q� O 0 Uj �In Z M M�U W 0� JON L }� �O 1.20 R� W oC 2 O p� aC ad J -j QVW co tW > Z a = OW = sW �N OW - = OC N IL Job Number: 19093.01 File name: Issued Date: 10.30-20 Drawn by: J.0 Checked bv: C.P I � - SHEET NAME - I I WALL TYPES 977— T USED 11 #! NOT USED CALE: OT USED VCA? NOT USED NUSED 1 SCALE: qe,?T SHEET NUMBER A-8.2 SYSTEM NO. HW-D-0178 ASSEMBLY RATING - 1 AND 2 HR NOMINAL JOINT WIDTH - 1 IN CLASS II MOVEMENT CAPABILITIES - 18.75% COMPRESSION OR EXTENSION 1. FLOOR ASSEMBLY - THE FIRE RATED FLUTED STEEL DECK/CONCRETE FLOOR ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL FLOOR -CEILING DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STEEL FLOOR AND FORM UNITS* - MAX 3 IN. DEEP GALV STEEL FLUTED UNITS. B. CONCRETE - MIN 2-1/2 IN. THICK REINFORCED CONCRETE, AS MEASURED FROM THE TOP PLANE OF THE FLOOR UNITS. 2. WALL ASSEMBLY - THE 1 OR 2 HR FIRE RATED GYPSUM WALLBOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U400 SERIES WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THEFOLLOWING CONSTRUCTION FEATURES: A. STEEL FLOOR AND CEILING RUNNERS - FLOOR AND CEILING RUNNERS OF WALL ASSEMBLY SHALL CONSIST OF MIN NO. 25 GAUGE GALV STEEL CHANNELS SIZED TO ACCOMMODATE STEEL STUDS. CEILING RUNNER TO BE PROVIDED WITH MIN 1-1/4 IN. FLANGES. CEILING RUNNER SECURED TO VALLEYS OF STEEL FLOOR UNITS WITH STEEL FASTENERS OR BY WELDS SPACED MAX 12 IN. OC. B. STUDS - STEEL STUDS TO BE MIN 3-1/2 IN. WIDE. STUDS CUT 5/8 IN. LESS IN LENGTH THAN ASSEMBLY HEIGHT WITH BOTTOM NESTING IN AND RESTING ON FLOOR RUNNER AND WITH TOP NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. STUD SPACING NOT TO EXCEED 24 IN. C. GYPSUM BOARD* - GYPSUM BOARD SHEETS INSTALLED TO A MIN TOTAL THICKNESS OF 5/8 IN. AND 1-1/4 IN. ON EACH SIDE OF WALL FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. WALL TO BE CONSTRUCTED AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY, EXCEPT THAT A NOM 1 IN. GAP SHALL BE MAINTAINED BETWEEN THE TOP OF THE GYPSUM BOARD AND THE BOTTOM OF THE STEEL FLOOR UNITS AND THE TOP ROW OF SCREWS SHALL BE INSTALLED INTO THE STUDS 1 IN. BELOW THE BOTTOM OF THE CEILING RUNNER. THE HOURLY FIRE RATING OF THE JOINT SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL. 3. JOINT SYSTEM - MAX WIDTH OF JOINT (AT TIME OF INSTALLATION OF JOINT SYSTEM) IS 1 IN. THE JOINT SYSTEM IS DESIGNED TO ACCOMMODATE A MAX 18.75 PERCENT COMPRESSION OR EXTENSION FROM ITS INSTALLED WIDTH. THE JOINT SYSTEM SHALL CONSIST OF THE FOLLOWING: A. FORMING MATERIAL* - MIN 4 IN. THICKNESS OF MIN 4 PCF MINERAL WOOL BATT INSULATION CUT TO THE SHAPE OF THE FLUTED DECK, APPROX 20 PERCENT LARGER THAN THE AREA OF THE FLUTES AND COMPRESSED INTO FLUTES OF THE STEEL FLOOR UNITS BETWEEN THE TOP OF THE CEILING RUNNER AND THE STEEL DECK AND COMPRESSED IN THICKNESS TO BE FLUSH WITH VERTICAL LEG OF CEILING RUNNER ON BOTH SIDES. ADDITIONAL PIECES OF MIN 4 PCF MINERAL WOOL BATT INSULATION ARE TO BE CUT TO THE CONTOUR OF THE FLUTES WITH AN ADDITIONAL 1-3/8 IN. HIGH SECTION AT THE BOTTOM OF THE SHAPES TO FILL THE 1 IN. GAP BETWEEN THE TOP OF THE WALLBOARD AND BOTTOM OF THE STEEL FLOOR UNITS. THE ADDITIONAL PIECES OF MINERAL WOOL ARE TO BE CUT TO MIN 3/4 AND 1-1/2 IN. THICK FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY AND COMPRESSED AND FIRMLY PACKED INTO THE FLUTES AND THE GAP BETWEEN THE TOP OF THE GYPSUM BOARD AND BOTTOM OF THE STEEL FLOOR UNITS ON BOTH SIDES OF THE WALL AND COMPRESSED IN THICKNESS TO BE RECESSED FROM EACH SURFACE OF THE WALL TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. FIBREX INSULATION INC - FBX SAFING INSULATION OWENS CORNING HT INC, DIV OF OWENS CORNING - SAFING INSULATION/MW ROCK WOOL MANUFACTURING CO - DELTA SAFING BOARD THERMAFIBER L L C - TYPE SAF B. FILL,VOID OR CAVITY MATERIAL* - CAULK - MIN 1/4 IN. THICKNESS OF CAULK INSTALLED ON EACH SIDE OF THE WALL IN THE FLUTES OF THE STEEL FLOOR UNITS AND BETWEEN THE TOP OF THE WALL AND THE BOTTOM OF THE STEEL FLOOR UNITS, FLUSH WITH EACH SURFACE OF THE GYPSUM BOARD. AN ADDITIONAL MIN 1/8 IN. THICKNESS OF CAULK TO OVERLAP ONTO GYPSUM BOARD A MIN 1/2 IN. MINNESOTA MINING & MFG CO - FIREDAM 150+ *BEARING THE UL CLASSIFICATION MARK RATED PENETRATION DETAIL SYSTEM NO. WW-D-0074 DECEMBER 04, 2007 ASSEMBLY RATING - 1 AND 2 HR (SEE ITEM 2) L RATING AT AMBIENT - 4 CFM/LIN FT L RATING AT 400OF - 6 CFM/LIN FT NOMINAL JOINT WIDTH - 3/4 IN. CLASS 11 MOVEMENT CAPABILITIES - 17% COMPRESSION OR EXTENSION 1. CONCRETE WALL ASSEMBLY - MIN 4-1/2 IN. THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF) STRUCTURAL CONCRETE. WALL MAY ALSO BE CONSTRUCTED OF ANY UL CLASSIFIED CONCRETE BLOCKS*. SEE CONCRETE BLOCKS (CAZT) CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. 2. GYPSUM WALL ASSEMBLY - THE 1 OR 2 H FIRE -RATED GYPSUM WALLBOARD/STEEL STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U400 SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STEEL RUNNERS - RUNNERS OF WALL ASSEMBLY SHALL CONSIST OF MIN NO. 25 GAUGE GALV STEEL CHANNELS SIZED TO ACCOMMODATE STEEL STUDS (ITEM 2B). RUNNER TO BE PROVIDED WITH 1-1/4 IN. FLANGES. RUNNER SECURED TO CONCRETE WALL ASSEMBLY WITH STEEL CONCRETE FASTENERS SPACED 12 IN. OC. B. STUDS - STEEL STUDS TO BE MIN 3-5/8 IN. (92 MM) WIDE. STUDS CUT 1/2 TO 3/4 IN. (13 TO 19 MM) LESS IN LENGTH THAN ASSEMBLY HEIGHT_ STUD SPACING NOT TO EXCEED 24 IN. (610 MM) OC. C. GYPSUM BOARD* - GYPSUM BOARD SHEETS INSTALLED TO A MIN TOTAL THICKNESS OF 5/8 IN. (16 MM) AND 1-1/4 IN. (32 MM) ON EACH SIDE OF WALL FOR A 1 OR 2 HR RATED ASSEMBLIES, RESPECTIVELY. WALL TO BE CONSTRUCTED AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY, EXCEPT THAT A NOM 3/4 IN. (19 MM) GAP SHALL BE MAINTAINED BETWEEN THE SIDE OF THE GYPSUM BOARD AND THE FACE OF THE CONCRETE WALL ASSEMBLY. 3. FILL, VOID OR CAVITY MATERIAL* - CAULK - MAX SEPARATION BETWEEN SIDE OF GYPSUM BOARD AND FACE OF CONCRETE WALL ASSEMBLY IS 3/4 IN. (19 MM). THE JOINT SYSTEM IS DESIGNED TO ACCOMMODATE A MAX 17 PERCENT COMPRESSION OR EXTENSION FROM ITS INSTALLED WIDTH. MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL INSTALLED ON EACH SIDE OF THE WALL BETWEEN THE SIDE OF THE GYPSUM BOARD AND THE FACE OF THE CONCRETE WALL ASSEMBLY, FLUSH WITH EACH SURFACE OF GYPSUM BOARD. 3M COMPANY 3M FIRE PROTECTION PRODUCTS - FD-150+ *BEARING THE UL CLASSIFICATION MARK UL SYSTEM NO. W-L-2078 XHEZ.W-L-2078 THROUGH -PENETRATION FIRESTOP SYSTEMS F RATINGS -1 AND 2 HR (SEE ITEM 1) T RATINGS - 0, 1 AND 2 HR (SEE ITEMS 2 AND 3) L RATING AT AMBIENT - 3 CFM/SQ FT L RATING AT 400 F - LESS THAN 1 CFM/SQ FT 1. WALL ASSEMBLY - THE FIRE -RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300, U400 OR V400 SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE CONSTRUCTION FEATURES NOTED BELOW: A. STUDS - WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. LUMBER SPACED MAX 16 IN. OC. STEEL STUDS TO BE MIN 2-1/2 IN. WIDE AND SPACED MAX 24 IN. OC. B. GYPSUM BOARD* - NOM 5/8 IN. THICK GYPSUM BOARD, AS SPECIFIED IN THE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENING IS 11-1/2 IN. THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. THROUGH -PENETRANTS - ONE NONMETALLIC PIPE, CONDUIT OR TUBING TO BE INSTALLED WITHIN THE FIRESTOP SYSTEM. THE ANNULAR SPACE BETWEEN PIPE AND PERIPHERY OF OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 1/2 IN. PIPE OR CONDUIT TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF THE WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF NONMETALLIC PIPES MAY BE USED: A. POLYVINYL CHLORIDE (PVC) PIPE - NOM 10 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID -CORE OR CELLULAR CORE PVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM. B. CHLORINATED POLYVINYL CHLORIDE (CPVC) PIPE - NOM 10 IN. DIAM (OR SMALLER) SDR13.5 CPVC PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) PIPING SYSTEMS. C. ACRYLONITRILE BUTADIENE STYRENE (ABS) PIPE - NOM 6 IN. DIAM (OR SMALLER) SCHEDULE 40 SOLID -CORE OR CELLULAR CORE ABS PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEMS D. FLAME RETARDANT POLYPROPYLENE (FRPP) PIPE - NOM 6 IN. DIAM (OR SMALLER) SCHEDULE 40 FRPP PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM. E. POLYVINYLIDENE FLUORIDE (PVDF) PIPE - NOM 4 IN. DIAM (OR SMALLER) PVDF PIPE FOR USE IN CLOSED (PROCESS OR SUPPLY) OR VENTED (DRAIN, WASTE OR VENT) PIPING SYSTEM. WHEN MAX 6 IN. DIAM PIPE IS USED, T RATING IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL. WHEN NOM 8 IN. OR 10 IN. DIAM PIPE IS USED, T RATING IS 0 HR. 3. FIRESTOP DEVICE* - FIRESTOP COLLAR - FIRESTOP COLLAR SHALL BE INSTALLED IN ACCORDANCE WITH THE ACCOMPANYING INSTALLATION INSTRUCTIONS. COLLAR TO BE INSTALLED AND LATCHED AROUND THE PIPE AND SECURED TO BOTH SIDES OF THE WALL USING THE ANCHOR HOOKS PROVIDED WITH THE COLLAR. (MINIMUM TWO ANCHOR HOOKS FOR 1-1/2 AND 2 IN. DIAM PIPES, THREE ANCHOR HOOKS FOR 3 AND 4 IN. DIAM PIPES, FOUR ANCHOR HOOKS FOR 6 IN. DIAM PIPES, TEN ANCHOR HOOKS FOR 8 IN. DIAM PIPES AND TWELVE ANCHOR HOOKS FOR 10 IN. DIAM PIPES). THE ANCHOR HOOKS ARE TO BE SECURED TO THE SURFACE OF WALL WITH 3/16 IN. DIAM BY 2-1/2 IN. LONG STEEL TOGGLE BOLTS ALONG WITH WASHERS. AS AN ALTERNATE FOR PIPE SIZES OF NOM 4 IN. DIAM OR LESS, MIN NO. 10 BY 1-1/2 IN. LONG DRYWALL OR LAMINATE SCREWS WITH MIN 3/4 IN. STEEL WASHERS MAY BE USED. WHEN THE DRYWALL OR LAMINATE SCREW IS USED, T RATING SHALL NOT EXCEED 1 HR. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC - CP 643 50/1.5"N, CP 643 63/2"N, CP 643 90/3"N, CP 643 110/4"N, CP 643 160/6"N, CP 644 200/8" ANDCP 644 250/10" FIRESTOP COLLARS 4. FILL, VOID OR CAVITY MATERIAL* - SEALANT - (NOT SHOWN) - MIN 1/2 IN. THICKNESS OF SEALANT APPLIED WITHIN THE ANNULAR SPACE FOR NOM 8 IN. AND 10 IN. DIAM PIPES, FLUSH WITH EACH SIDE OF WALL. SEALANT IN ANNULAR SPACE IS OPTIONAL FOR MAX 6 IN. DIAM PIPES. A MIN 1/4 IN. THICKNESS OF SEALANT IS REQUIRED WITHIN THE ANNULAR SPACE, FLUSH WITH EACH SIDE OF WALL, TO ATTAIN THE L RATINGS FOR MAX 6 IN. DIAM PIPES. 2 RATED PENETRATION DETA A-8.3 ' SYSTEM NO.WW-D-0045 NOVEMBER 25, 2003 ASSEMBLY RATINGS - 1, 2 AND 3 HR (SEE ITEM 1) NOMINAL JOINT WIDTH - 2 IN. CLASS II MOVEMENT CAPABILITIES - 12.5% COMPRESSION OR EXTENSION I! 1. WALL ASSEMBLY - NONBEARING 1, 2 OR 3 HR FIRE RATED GYPSUM BOARD/STEEL STUD ASSEMBLY CONSTRUCTED OF THE MATERIALS AND IN THE MANNER DESCRIBED IN THE INDIVIDUAL U400-SERIES WALL OR PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STUDS - MIN 1-1/2 IN. (38 MM) WIDE STEEL STUDS SPACED MAX 24 IN. (610 MM) OC. B. GYPSUM BOARD* - THE GYPSUM BOARD TYPE, THICKNESS, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL U400 SERIES DESIGN IN THE UL FI RE RESISTANCE DIRECTORY. THE HOURLY ASSEMBLY RATING OF THE JOINT SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED. 2. JOINT SYSTEM - MAX WIDTH OF JOINT (AT TIME OF INSTALLATION OF JOINT SYSTEM) IS 2 IN. (51 MM) THE JOINT SYSTEM IS DESIGNED TO ACCOMMODATE A MAX 12.5 PERCENT COMPRESSION OR EXTENSION FROM ITS INSTALLED WIDTH. THE JOINT SYSTEM SHALL CONSIST OF THE FOLLOWING: A. FORMING MATERIAL* - MIN 4.0 PCF (64 KG/M3) MINERAL WOOL BATT INSULATION INSTALLED IN JOINT OPENING AS A PERMANENT FORM. PIECES OF BATT CUT TO MIN WIDTH OF 1-3/4, 3, OR 4-1/4 IN. (44,76 OR 108 MM) FOR 1, 2 AND 3 HR RATED ASSEMBLIES, RESPECTIVELY. PIECES OF BATT INSTALLED EDGE -FIRST INTO JOINT OPENING, PARALLEL WITH JOINT DIRECTION, SUCH THAT BATT SECTIONS ARE COMPRESSED MIN 50 PERCENT IN THICKNESS AND SUCH THAT THE COMPRESSED BATT SECTIONS ARE RECESSED FROM BOTH SURFACES OF WALL TO ACCOMMODATE THE REQUIRED THICKNESS OF FILL MATERIAL. FIBREX INSULATIONS, INC. - FBX SAFING INSULATION ROCK WOOL MANUFACTURING CO. - DELTA BOARD ROXUL INC. - SAFE B. FILL,VOID OR CAVITY MATERIAL* - MIN 1/2 IN. (13 MM) THICKNESS OF FILL MATERIAL APPLIED WITHIN THE JOINT, FLUSH WITH BOTH SURFACES OF WALL. 3M COMPANY - FD-150+ *BEARING THE UL CLASSIFICATION MARKING UL SYSTEM NO. W-L-1054 METAL PIPE THROUGH GYPSUM WALL ASSEMBLY F RATING = 1-HR. OR 2-HR. T-RATING = 0-HR. L-RATING AT AMBIENT = LESS THAN 1 CFM/SQ. FT. L-RATING AT 400' = LESS THAN 4 CFM/SQ. FT. AFRO VIEW SECTION -A 1. GYPSUM WALL ASSEMBLY (1-HR. OR 2-HR. FIRE -RATING) (2-HR. SHOWN) 2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING. - A. MAXIMUM 20" DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER) B. MAXIMUM 6" DIAMETER COOPER PIPE. C. MAXIMUM 6" DIAMETER STEEL CONDUIT. E. MAXIMUM 4" DIAMETER STEEL EMT. 3. A. MINIMUM 5/8" DEPTH HILTI FS-ONE FIRESTOP SEALANT = 1 HR. FIRE -RATING. B. MINIMUM 1-1/4" DEPTH HILTI FS-ONE FIRESTOP SEALANT = 2HR. FIRE -RATING. 4. MINIMUM 1/2" BEAD HILTI FS-ONE FIRESTOP SEALANT AT POINT OF CONTACT. NOTES: 1. MAXIMUM DIAMETER OF OPENING = 22-1/4" 2. ANNULAR SPACE = MINIMUM 0", MAX. 2-1/4" INSTALLATION INSTRUCTIONS FOR UL No. wl 1054 STEP 1- PENETRATION: ALL SURFACES MUST BE CLEAN, SOUND DRY AND FROST FREE PRIOR TO APPLICATION OF FIRES TOPING MATERIALS. STEP 2- FIRESTOP SEALANT: APPLY A MINIMUM J" OR 1-1/4" DEPTH OF FS-ONE IN THE ANNULAR SPACE AROUND THE PENETRATING ITEM. TOOL EXCESS SEALANT BEYOND PERIMETER OF THE OPENING '" ONTO WALL SURFACE. LEAVE COMPLETED SEAL UNDISTURBED FOR 3 RATED PENETRATION DETAIL A-8.3 N.T.S. SYSTEM NO. BW-S-0008 JANUARY 31, 2006 ASSEMBLY RATINGS - 1 AND 2 HR (SEE ITEM 2) L RATING AT AMBIENT - LESS THAN 1 CFM/LIN FT L RATING AT 400' F - LESS THAN 1 CFM/LIN FT JOINT WIDTH - 2 IN. MAX 1. FLOOR ASSEMBLY - MIN 4-1/2 IN. (114 MM) THICK REINFORCED LIGHTWEIGHT OR NORMAL WEIGHT (100-150 PCF OR 1600 2400 KG/M3) STRUCTURAL CONCRETE. FLOOR MAY ALSO BE CONSTRUCTED OF ANY 6 IN. (152 MM) THICK UL CLASSIFIED HOLLOW CORE PRECAST CONCRETE UNITS*. SEE PRECAST CONCRETE UNITS CATEGORY IN THE FIRE RESISTANCE DIRECTORY FOR NAMES OF MANUFACTURERS. 2. WALL ASSEMBLY - THE 1 OR 2 HR FIRE -RATED GYPSUM BOARD/STEEL STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U400 OR V400 SERIES WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY. IN ADDITION, THE WALL MAY INCORPORATE A HEAD -OF -WALL JOINT SYSTEM CONSTRUCTED AS SPECIFIED IN THE HW SERIES JOINT SYSTEMS IN THE UL FIRE RESISTANCE DIRECTORY. THE WALL SHALL INCLUDE THE FOLLOWING CONSTRUCTION FEATURES: A. STEEL FLOOR RUNNER - FLOOR RUNNERS OF WALL ASSEMBLY SHALL CONSIST OF MIN NO. 25 GAUGE GALV STEEL CHANNELS SIZED TO ACCOMMODATE STEEL STUDS (ITEM 2C). FLOOR RUNNERS TO BE PROVIDED WITH FLANGES A MIN OF 1/4 IN. (6 MM) GREATER THAN THE JOINT WIDTH. RUNNERS SECURED WITH STEEL FASTENERS SPACED 12 IN. (305 MM) OC. B. STUDS - STEEL STUDS TO BE MIN 3-1/2 IN. (89 MM) WIDE. STUDS CUT 1/2 TO 3/4 IN. (13 TO 19 MM) LESS IN LENGTH THAN ASSEMBLY HEIGHT WITH BOTTOM NESTING IN, RESTING ON AND FASTENED TO FLOOR RUNNER WITH SHEET METAL SCREWS. STUD SPACING NOT TO EXCEED 24 IN. (610 MM) OC. C. GYPSUM BOARD* - GYPSUM BOARD INSTALLED TO A MIN TOTAL THICKNESS OF 5/8 OR 1-1/4 IN. (16 OR 32 MM) ON EACH SIDE OF WALL FOR A 1 OR 2 HR RATED WALL, RESPECTIVELY. WALL TO BE CONSTRUCTED AS SPECIFIED IN THE INDIVIDUAL U400 OR V400 SERIES DESIGN IN THE UL FIRE RESISTANCE DIRECTORY, EXCEPT THAT A MAX 2 IN. (51 MM) GAP SHALL BE MAINTAINED BETWEEN THE BOTTOM OF GYPSUM BOARD AND TOP OF CONCRETE FLOOR. THE HOURLY FIRE RATING OF THE JOINT SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL. 3. JOINT SYSTEM - MAX SEPARATION BETWEEN TOP OF FLOOR AND BOTTOM OF GYPSUM BOARD IS 2 IN. (51 MM). THE JOINT SYSTEM CONSISTS OF FORMING MATERIAL AND A FILL MATERIAL, AS FOLLOWS: A. PACKING MATERIAL - MIN 5/8 AND 1-1/4 IN. 16 AND 32 MM THICKNESS OF MIN 4 PCF 64 KG/ ( ) ( M3) MINERAL WOOL BATT INSULATION FOR 1 AND 2 HR RATED ASSEMBLIES, RESPECTIVELY. PACKING MATERIAL TO BE FIRMLY PACKED INTO GAP BETWEEN THE BOTTOM OF THE GYPSUM BOARD AND THE TOP OF THE CONCRETE FLOOR ON EACH SIDE OF THE WALL, FLUSH WITH EACH SURFACE OF THE WALL. B. FILL, VOID OR CAVITY MATERIAL* - MIN 1/16 IN. (1.6 MM) DRY THICKNESS (1/8 IN. OR 3.2 MM WET THICKNESS) OF FILL MATERIAL SPRAYED OR BRUSHED ON EACH SIDE OF THE WALL TO COMPLETELY COVER MINERAL WOOL BETWEEN THE BOTTOM OF THE GYPSUM BOARD AND THE TOP OF THE CONCRETE FLOOR. 3M COMPANY - FIREDAMTM SPRAY 200 *BEARING THE UL CLASSIFICATION MARK 4 RATED PENETRATION DETAIL A-8.3 N.T.S. CANADIAN GYPSUM COMPANY - 1/2 IN. THICK TYPE C, IP-X2 OR 2 4 IPC-AR; WRC, 5/8 IN. THICK TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX OR WRC; 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE UNITED STATES GYPSUM CO - 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR WRC; 5/8 IN. THICK TYPE SCX, SHX, WRX, IP-X1, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR ; 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE USG MEXICO S A DE C V - 1/2 IN. THICK TYPE C, IP-X2, IPC-AR OR WRC; 5/8 IN. THICK TYPE AR, C, IP-AR, IP-X1, IP-X2, IPC-AR, SCX, SHX, WRX, WRC OR; 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE FOR NUMBER OF LAYERS WHEN ITEM 6B, STEEL FRAMING MEMBERS*, IS USED, 3 3A 4 AND HOURLY RATINGS NONBEARING WALL RATING IS LIMITED TO 1 HR. MIN. STUD DEPTH SEE ITEM 4 IS 3-1/2 IN., MIN. THICKNESS OF INSULATION (ITEM 3) IS 3 IN., AND TWO LAYERS OF GYPSUM BOARD PANELS (1/2 IN. OR 5/8 IN. 1. FLOOR AND CEILING RUNNERS - (NOT SHOWN) - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG THICK) SHALL BE ATTACHED TO FURRING CHANNELS AS CORROSION -PROTECTED STEEL, MIN WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN 1 IN. LONG LEGS, DESCRIBED IN ITEM 5. ONE LAYER OF GYPSUM BOARD PANELS ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC MAX. (1/2 IN. OR 5/8 IN. THICK) ATTACHED TO OPPOSITE SIDE OF STUD WITHOUT FURRING CHANNELS AS DESCRIBED IN ITEM 5. 2. STEEL STUDS - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, 4A. GYPSUM BOARD* - (AS AN ALTERNATE TO ITEM 4) - 5/8 IN. MIN WIDTH AS INDICATED UNDER ITEM 4, MIN 1-1/4 IN. FLANGES AND 1/4 IN. RETURN, SPACED A MAX OF 24 THICK, 2 FT. WIDE, TONGUE AND GROOVE EDGE, APPLIED IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT. HORIZONTALLY AS THE OUTER LAYER TO ONE SIDE OF THE ASSEMBLY. SECURED AS DESCRIBED IN ITEM 5. JOINT COVERING 3. BATTS AND BLANKETS* - (REQUIRED AS INDICATED UNDER ITEM 4) - MINERAL WOOL BATTS, FRICTION (ITEM 7) NOT REQUIRED. FITTED BETWEEN STUDS AND RUNNERS. MIN NOM THICKNESS AS INDICATED UNDER ITEM 4. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES. CANADIAN GYPSUM COMPANY - TYPE SHX. 3A. BATTS AND BLANKETS* - (OPTIONAL) - PLACED IN STUD CAVITIES, ANY GLASS FIBER OR MINERAL UNITED STATES GYPSUM CO - TYPE SHX. WOOL INSULATION BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE BURNING USG MEXICO S A DE C V - TYPE SHX. CHARACTERISTICS AND/OR FIRE RESISTANCE. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES. 5. FASTENERS - (NOT SHOWN) - TYPE S OR S-12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING 4. GYPSUM BOARD* - GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: 1 IN. LONG FOR 1/2 VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) PANELS, SPACED 8 IN. OC WHEN PANELS ARE APPLIED STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTALLY, OR 8 IN. OC ALONG VERTICAL AND BOTTOM HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE EDGES AND 12 IN. OC IN THE FIELD WHEN PANELS ARE APPLIED STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS VERTICALLY. TWO LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR (MULTILAYER SYSTEMS) STAGGERED A MIN OF 12 IN. THE THICKNESS AND NUMBER OF LAYERS FOR THE 1 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK HR, 2 HR, 3 HR AND 4 HR RATINGS ARE AS FOLLOWS: PANELS, SPACED 16 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 WALLBOARD PROTECTION ON EACH SIDE OF WALL IN., 5/8 IN. THICK PANELS OR 2-1/4 IN. LONG FOR 3/4 IN. THICK RATING MIN STUD DEPTH NO. OF LAYERS & THKNS OF PANEL MIN THKNS OF INSULATION (ITEM 3) PANELS, SPACED 16 IN. OC WITH SCREWS OFFSET 8 IN. FROM 1 LAYER, 5/8 IN. THICK OPTIONAL 1 3--� FIRST LAYER. THREE -LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG 1 2 1 LAYER, 1/2 IN. THICK 1-1/2 IN. FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. SECOND 1 A 1 LAYER, 3/4 IN. THICK OPTIONAL LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 2 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN., 5/8 IN. THICK 1 2 LAYERS, 1/2 IN. THICK OPTIONAL A PANELS OR 2-5/8 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 2 2 LAYERS, 5/8 IN. THICK OPTIONAL IN. OC. SCREWS OFFSET MIN 6 IN. FROM LAYER BELOW. 2 3-7 1 LAYER, 3/4 IN. THICK 3 IN. FOUR -LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 IN., 5/8 3 151-198 3 LAYERS, 1/2 IN. THICK OPTIONAL IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. 3 A 2 LAYERS, 3/4 IN. THICK OPTIONAL LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. THIRD 3 A 3 LAYERS, 5/8 IN. THICK OPTIONAL LAYER- 2-1/4 IN. LONG FOR 1/2 IN. THICK PANELS OR 2-5/8 IN. LONG 4 A 4 LAYERS, 5/8 IN. THICK OPTIONAL FOR 5/8 IN. THICK PANELS, SPACED 24 IN. OC. FOURTH LAYER- 4 1 4 LAYERS, 1/2 IN. THICK OPTIONAL 2-5/8 IN. LONG FOR 1/2 IN. THICK PANELS OR 3 IN. LONG FOR 5/8 IN. 4 2 9 2 LAYERS, 3/2 IN. THICK 2 IN THICK PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN 6 IN. FROM LAYER BELOW. 6. FURRING CHANNELS - (OPTIONAL, NOT SHOWN, FOR SINGLE OR 6A. STEEL FRAMING MEMBERS (NOT SHOWN)* - (OPTIONAL ON ONE OR BOTH SIDES, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) - AS AN ALTERNATE TO ITEM 6, FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. 2-3/8 IN. WIDE BY 7/8 IN. DEEP, SPACED MAX. 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 5. NOT FOR USE WITH ITEM 4A. B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING CHANNELS (ITEM 6AA) TO STUDS (ITEM 2). CLIPS SPACED MAX. 48 IN. OC., AND SECURED TO STUDS WITH NO. 8 X 1-1/2 IN. MINIMUM SELF -DRILLING, S-12 STEEL SCREW THROUGH THE CENTER GROMMET. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. PAC INTERNATIONAL INC - TYPE RSIC-1. 6B. STEEL FRAMING MEMBERS (OPTIONAL, NOT SHOWN)* - AS AN ALTERNATE TO ITEM 6, FURRING CHANNELS AND STEEL FRAMING MEMBERS ON ONLY ONE SIDE OF STUDS AS DESCRIBED BELOW: A. FURRING CHANNELS'- FORMED OF NO. 25 MSG GALV STEEL, SPACED 24 IN. OC PERPENDICULAR TO STUDS. CHANNELS SECURED TO STUDS AS DESCRIBED IN ITEM B. BATTS AND BLANKETS PLACED IN STUD CAVITY AS DESCRIBED IN ITEM 4. TWO LA YERS OF GYPSUM BOARD ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 4. NOT FOR USE WITH ITEM 4A. B. STEEL FRAMING MEMBERS* - USED TO ATTACH FURRING CHANNELS (ITEM 6BA) TO ONE SIDE OF STUDS (ITEM 2) ONLY. CLIPS SPACED 48 IN. OC., AND SECURED TO STUDS WITH TWO NO. 8 X 2-1/2 IN. COARSE DRYWALL SCREWS, ONE THROUGH THE HOLE AT EACH END OF THE CLIP. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. KINETICS NOISE CONTROL INC - TYPE ISOMAX 7. JOINT TAPE AND COMPOUND - VINYL OR CASEIN, DRY OR PREMIXED JOINT COMPOUND APPLIED IN TWO COATS TO JOINTS AND SCREW HEADS OF OUTER LAYERS. PAPER TAPE, NOM 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS OF OUTER LAYER PANELS. PAPER TAPE AND JOINT COMPOUND MAY BE OMITTED WHEN GYPSUM PANELS ARE SUPPLIED WITH A SQUARE EDGE. 8. SIDING, BRICK OR STUCCO - (OPTIONAL, NOT SHOWN) - ALUMINUM, VINYL OR STEEL SIDING, BRICK VENEER OR STUCCO, MEETING THE REQUIREMENTS OF LOCAL CODE AGENCIES, INSTALLED OVER GYPSUM PANELS. BRICK VENEER ATTACHED TO STUDS WITH CORRUGATED METAL WALL TIES ATTACHED TO EACH STUD WITH STEEL SCREWS, NOT MORE THAN EACH SIXTH COURSE OF BRICK. 'signTec Pni t U, --mationa 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,corn V"vw.dtiarchitect. cam Revisions: Date Description 10.30.20 ISSUED FOR BID a. O d0' Z O N �Q M �C) W 2W Z iw LL �v X L to LV im O m o 0 Q w Z�Ja. W W V� p C W a x p am Uj W n V Z Cn M Co Ip a Q J Z aa. H � O es0� 2 wLL. 1' Uj O a cc O QVW M� �W yr>0 Z Q >- = IL = N ° OW IL _ C. N Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J.0 Checked by: C.P I SHEET NAME uL DETAILS s RATED PENETRATION DETA A-8.3 N.T.S. J2 TED PENETRATION DETAIL. DOUBLE LAYER SYSTEMS) - RESILIENT FURRING CHANNELS 7 FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, DESIGN NO. U 419 SPACED VERTICALLY A MAX OF 24 IN. OC. FLANGE PORTION A_8.3 ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE SCALE: N.T.S. NONBEARING WALL RATINGS - 1,2,3 OR 4 HR (SEE ITEMS 3 & 4) S-12 STEEL SCREWS. NOT FOR USE WITH ITEM 4A. 9. CAULKING AND SEALANTS* - (OPTIONAL, NOT SHOWN) - A BEAD OF ACOUSTICAL SEALANT APPLIED AROUND THE PARTITION PERIMETER FOR SOUND CONTROL. UNITED STATES GYPSUM CO - TYPE AS SHEET Nt7MBER A-8.3 ---1I 111 1 !-A- - -- 1 - - I 1 11 II 1 1' 1 __I I L 1 A B C D E F G a—. 0— FINISH PLAN SCALE: 3/16" = V-0" FINISH ROOM ROOM NAME RM.# FLOOR BASE WALL CEILING N/A MAT. LEGEND CPT. CARPET T. PORCELAIN TILE VCT. VINYL COMPOSITION TILE WD. WOOD ACT ACOUSTIC CEILING TILE PCMU PAINTED CONCRETE MASONRY UNIT GWB GYPSUM WALLBOARD SCONC SEALED CONCRETE EXP EXPOSED FLOOR FINISH SCHEDULE SYMBOL MATERIAL DESCRIPTION MANUFACTURER MODEL NUMBER REMARKS EXP. EXPOSED GRADE - - - - SCONC CONCRETE CONCRETE SLAB READY FOR FINISH - - - BASE FINISH SCHEDULE SYMBOL MATERIAL DESCRIPTION MANUFACTURER MODEL NUMBER REMARKS EXPOSED - - - EXP. WALL FINISH SCHEDULE SYMBOL MATERIAL DESCRIPTION MANUFACTURER MODEL NUMBER REMARKS EXP. EXPOSED SEE KEYED GWB GYPSUM BOARD - US GYPSUM - NOTE #16 READY FOR PAINT SHEET A-1.0 CEILING FINISH SCHEDULE SYMBOL MATERIAL DESCRIPTION MANUFACTURER MODEL NUMBER REMARKS EXP EXPOSED STRUCTURE NOTES 1. EACH SUBCONTRACTOR IS RESPONSIBLE FOR COORDINATION OF DELIVERY OF MATERIALS FROM RESOURCE WAREHOUSE AT LEAST 3 DAYS IN ADVANCE OF INSTALLATION. 2. SUBCONTRACTOR IS EXPECTED TO INCLUDE IN THEIR BID THE NECESSARY COSTS ASSOCIATED WITH MOVING MATERIALS FROM THE RESOURCE WAREHOUSE TO THE JOBSITE. 3. ALL OTHER FLOORING MATERIALS ASSOCIATED WITH THIS JOB ARE TO BE SUPPLIED AND INSTALLED BY THE AWARDED SUBCONTRACTOR. 4. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ACTUAL MANUFACTURER'S DATA ON FLAME SPREAD AND SMOKE DEVELOPED TO FIELD INSPECTORS AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. FINISH GENERAL NOTES 1. CONTRACTOR SHALL PROVIDE ALL INTERIOR FINISHES AS SPECIFIED HEREIN. OWNER SHALL BE NOTIFIED OF ANY DISCREPANCIES OR OMISSIONS PRIOR TO PROCEEDING WITH WORK. 2. VARIATIONS IN FLOOR LEVEL IN EXCESS OF 1" FOR EVERY 20'-0" AT ANY GIVEN POINT SHALL BE LEVELED OR GROUND LEVEL BY CONTRACTOR. LEVELING SHALL BE COMPLETED WITH FLOOR READY TO RECEIVE NEW FINISHES AS SPECIFIED. CONTRACTOR SHALL VERIFY SLAB CONDITION PRIOR TO BID SUBMISSION AND BRING SUCH CONDITIONS TO OWNER'S ATTENTION. 3. CONTRACTOR SHALL PRE -PLAN CARPET SEAMING SO AS TO PROVIDE UNIFORM DIRECTION OF PATTERN AND LAY OF TILE. LOCATION OF SEAMS SHALL BE CENTERED UNDER DOORS AND WITHOUT SEAMS IN THE DIRECTION OF TRAVEL. CONTRACTOR SHALL SUBMIT SEAMING DIAGRAM TO OWNER FOR APPROVAL PRIOR TO PLACEMENT OF ORDER. 4. ALL MISCELLANEOUS GRILLES, PLATES, OR OTHER DEVICES SHALL BE PAINTED TO MATCH THE WALL, DOOR OR CEILING IN WHICH THEY ARE INSTALLED. 5. CONTRACTOR SHALL SUBMIT WRITTEN ASSURANCE FROM APPROPRIATE MANUFACTURER'S REPRESENTATIVE THAT ALL SPECIALTY WALL FINISHES ARE BEING INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 6. PROVIDE RUBBER TRANSITION STRIPS AT ALL VCT/ CPT TRANSITIONS. COLOR SHALL MATCH EITHER ADJACENT FLOOR FINISH AND SHALL BE SUBMITTED TO OWNER FOR APPROVAL. 7. ALL DOORS & FRAMES ARE TO BE PAINTED A GLOSS FINISH, COLOR BY FINISH SCHEDULE. SEE FINISH SPECIFICATIONS FOR MORE INFORMATION. 8. RESTROOMS WALLS TO HAVE FRP-1, PRE FINISHED PANELS FULL HEIGHT. 9. DOOR PAINT TO BE OIL BASED. 10. G.C. SHALL INSTALL ALL FINISHES PER MANUFACTURER'S SPECIFICATIONS. ■ esqf ec Uft In t ce r 1- ftid- % t i C -) n Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI. 33016 1-. 786-235-9097 F. 305-362-4420 dtiinfot'a dbarchitect.00n1 www.dtiarchitect.com Carlos Pizarro, R.A. AR - 0013079 11 Revisions: Date Description 10.30.20 1 ISSUED FOR BID � oC) T_ a0LU N M ~a U) W W~W� Z W a� W � U) Q 1- 0 a 0 J LU o Z �a w W 0 0 ow r~- Q d' aZ Z_�~ a� p0Lu �Ln JX0 ZM Vi Oa ao J Z H 0 a W R ILL W 0 a J 0 � � J cl MUj � tc>Z Q= 0=W 0. C� 3W N ° 0W IL = a N Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J.0 Checked by: C.P SHEET NAME FINISH ISPLAN & CHEDULE I SHEET NUMBER A-9.0 KEY PLAN NOT TO SCALE i 11 III I I __ _11 M! _ _ ___j I v GENERAL STRUCTURAL NOTES 1. CODES: A ALL WORK SHALL CONFORM TO THE FLORIDA BUILDING CODE AN 2017 EDITION D ALL L OTHER APPLICABLE LOCAL CODES. B. ALL STANDARDS REFERENCED IN THESE DRAWINGS SHALL REFER TO THE EDITIONS OF SUCH STANDARDS AS LISTED IN FBC 2017, CHAPTER 35, "REFERENCED STANDARDS", UNLESS OTHERWISE NOTED. 2. DESIGN CRITERIA: A. ROOF LOADS (GRAVITY): LIVE LOAD: 30 PSF SUPERIMPOSED DEAD LOAD: 15 PSF (@ ROOF) 10 PSF (@ CEILING) B. FLOOR LOADS (GRAVITY): LIVE LOAD: 100 PSF SUPERIMPOSED DEAD LOAD: 15 PSF 11; 1 7 PH ULTIMATE DESIGN WIND SPEED; C. WIND LOADS: IN ACCORDANCE WITH ASCE 7-1 0 [RISK CATEGORY 3 M U , EXPOSURE C; INTERNAL PRESSURE COEFFICIENTS, t 0.18]. SEE CALCULATIONS FOR ADDITIONAL INFORMATION. D. FLOOD DESIGN CRITERIA: 1. FLOOD ZONE: X 3. BUILDING PERMIT: A. OBTAIN BUILDING PERMIT. B. COMPLY WITH THE REQUIREMENTS OF THE BUILDING PERMIT AND WITH OTHER REQUIREMENTS OF THE PERMITTING AUTHORITY. TENGINEER, MIT ANGES TO THE BUILDING C. IF CHANGES TO STRUCTURAL DESIGN ARE ISSUED BY HE SUB CH DEPARTMENT FOR REVIEW AND APPROVAL. MAINTAIN PERMIT APPROVALS CONCURRENT WITH CONSTRUCTION. 4. CONSTRUCTION DOCUMENTS: A. EXAMINE AND STUDY ALL CONSTRUCTION DOCUMENTS PRIOR TO BIDDING AND COMMENCEMENT OF WORK. DIRECT ANY QUESTIONS TO THE ENGINEER. 5. ELEVATION DATUM: ALL ELEVATIONS ON THESE STRUCTURAL DRAWINGS REFER TO TOP OF INTERIOR GROUND FLOOR SLAB = +0'-0". +0'-0"=115.0 FT. N.G.V.D. 6. COORDINATION AND DIMENSIONS: A. COORDINATE ALL DIMENSIONS AND ELEVATIONS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. VERIFY ALL DIMENSIONS AND CONDITIONS RELATED TO EXISTING CONDITIONS IN THE FIELD PRIOR TO CONSTRUCTION. BRING ANY DISCREPANCIES TO THE IMMEDIATE ATTENTION OF THE ENGINEER. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. SCALE IS FOR GUIDELINE PURPOSES ONLY. IF DIMENSIONS ARE UNCLEAR, DO NOT SCALE. REQUEST CLARIFICATION FROM THE ENGINEER. B. COORDINATE THE STRUCTURAL WORK WITH THE WORK OF ALL OTHER TRADES. C. COORDINATE THE STRUCTURAL WORK WITH SLAB DEPRESSIONS, MECHANICAL OPENINGS, PIPING AND CONDUITS AS SHOWN ON OTHER DRAWINGS. D. COORDINATE ALL DIMENSIONS RELATIVE TO MANUFACTURED ITEMS, SUCH AS ELEVATORS, ESCALATORS, DOORS,WINDOWS, SKYLIGHTS, ACCESS PANELS AND HEATING, VENTILATING AND AIR-CONDITIONING EQUIPMENT. 7. CONFLICTS IN DOCUMENTS: IF CONFLICTS OCCUR IN OR BETWEEN ARCHITECTURAL AND ENGINEERING DOCUMENTS, BETWEEN DOCUMENTS AND FIELD CONDITIONS OR OTHERWISE, IMMEDIATELY CONTACT THE ENGINEER FOR CLARIFICATION AND DIRECTION BEFORE PROCEEDING. COORDINATE ALL DIMENSIONS BETWEEN ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. 8. METHODS & SAFETY: A. THE CONTRACTOR IS RESPONSIBLE FOR ALL METHODS, PROCEDURES AND SEQUENCES OF CONSTRUCTION. PROVIDE APPROPRIATE SUPERVISION THROUGHOUT THE PROJECT. CONSTRUCTION SITE SAFETY, INCLUDING ALL ADEQUATE TEMPORARY BRACING AND SHORING, IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EMPLOY THE NECESSARY PROFESSIONAL SERVICES TO DETERMINE THE NECESSARY METHODS AND SUPPORTS REGARDING FORMING AND CONSTRUCTION LOADS. TEMPORARY BRACING AND SHORING SHALL BE DESIGNED TO RESIST ALL CONSTRUCTION LOADS INCLUDING THE WEIGHTS OF ALL SUPPORTED MATERIALS PLUS A LIVE LOAD OF 50 PSF ON HORIZONTAL SURFACES. MAINTAIN TEMPORARY BRACING AND RETAIN IN PLACE UNTIL PERMANENT STRUCTURAL SYSTEMS ARE CAPABLE OF RESISTING ALL CONSTRUCTION PHASE LOADS. B. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE SAFE AND APPROPRIATE USE OF ALL PRODUCTS AND MATERIALS. STRICTLY CONFORM TO ALL OF THE MANUFACTURERS', PROVIDERS' OR INDUSTRY'S RESTRICTIONS, RECOMMENDATIONS, PRECAUTIONS AND PROTECTIONS (INCLUDING AS INDICATED IN THE MATERIAUPRODUCT SAFETY DATA SHEET) FOR EACH PRODUCT'S OR MATERIAL'S STORAGE, HANDLING, USE, APPLICATION, CLEAN-UP AND DISPOSAL. 9. CONSTRUCTION INSPECTIONS: A. NOTIFY THE BUILDING INSPECTOR FOR INSPECTION OF ALL STRUCTURAL ELEMENTS. VERIFY THAT EACH AND EVERY STRUCTURAL ITEM HAS BEEN ACCEPTED BY THE INSPECTOR PRIOR TO PROCEEDING WITH SUBSEQUENT WORK AND/OR CONCEALING ANY STRUCTURAL ITEM. ANY STRUCTURAL ITEM WHICH HAS NOT BEEN SPECIFICALLY ACCEPTED BY THE INSPECTOR AND/OR ANY CONCEALING CONSTRUCTION WILL BE SUBJECT TO REMOVAL AND RECONSTRUCTION. B. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT ALL REQUIRED STRUCTURAL INSPECTIONS HAVE BEEN PERFORMED AND THAT THEY INDICATE ACCEPTANCE. 10. SHOP DRAWINGS: P DRAWINGS A REQUIRED BY THESE CONTRACT DOCUMENTS. A. SUBMIT TO THE ENGINEER COMPLETE SHOP DR W NGS S QU B. CHECK ALL SHOP DRAWINGS FOR COMPLIANCE AND COMPLETENESS PRIOR TO SUBMITTAL. ALL SHOP DRAWINGS SHALL BEAR EVIDENCE OF CONTRACTOR'S REVIEW AND APPROVAL. C. REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS FOR CONFORMANCE WITH DESIGN CONCEPT AND INFORMATION INDICATED IN CONTRACT DOCUMENTS. ACCURACY, COMPLETENESS, DIMENSIONS, QUANTITIES, SAFETY PRECAUTIONS, CONSTRUCTION MEANS AND METHODS, SEQUENCE OF CONSTRUCTION, COORDINATION WITH OTHER TRADES AND PERFORMANCE OF SYSTEMS REMAIN THE RESPONSIBILITY OF THE CONTRACTOR. D. REVIEW BY THE ENGINEER IS NOT FOR THE PURPOSE OF APPROVING CHANGES OR SUBSTITUTIONS. 11. DELEGATED ENGINEERED SYSTEMS: A. DELEGATED ENGINEERED SYSTEMS FOR THIS PROJECT CONSIST OF THE FOLLOWING: 1. PREFABRICATED STEEL ROOF JOISTS (REFER TO "GENERAL STRUCTURAL NOTES" No. 21 FOR ADDITIONAL INFORMATION). B. THE DELEGATED ENGINEER SHALL CONFORM TO CURRENT RULES ESTABLISHED BY THE FLORIDA BOARD OF PROFESSIONAL ENGINEERS. C. THE DELEGATED ENGINEER SHALL BE RETAINED BY THE DELEGATED SYSTEM SUPPLIER OR MAY BE AN EMPLOYEE OF THE SUPPLIER. D. INCLUDE ALL COSTS FOR THE DELEGATED ENGINEER IN THE CONSTRUCTION BID. E. DELEGATED ENGINEER SHALL DESIGN DELEGATED SYSTEM IN ACCORDANCE WITH THE FLORIDA BUILDING CODE 2017, ALL OTHER APPLICABLE CODES AND ORDINANCES AND REFERENCED STANDARDS AND AT LEAST IN ACCORDANCE WITH THE STANDARD OF CARE EXERCISED BY OTHER PROFESSIONALS ON SIMILAR PROJECTS. DELEGATED ENGINEER MUST BE A LICENSED ENGINEER IN THE STATE OF FLORIDA AND MUST BE EXPERIENCED AND COMPETENT IN THE DESIGN OF THE DELEGATED SYSTEM. F. DELEGATED ENGINEER SHALL ANALYZE AND DESIGN THE DELEGATED SYSTEM AND PREPARE SHOP DRAWINGS FOR THE DELEGATED SYSTEM. SHOP DRAWINGS SHALL INDICATE LAYOUT, DIMENSIONS, MATERIALS, MATERIALS PROPERTIES, MEMBER SIZES, CONNECTIONS, ANCHORAGES, INSTALLATION INFORMATION AND ALL OTHER INFORMATION TO CLEARLY CONVEY THE SYSTEM IN ITS ENTIRETY AND TO ASSURE PROPER FABRICATION AND INSTALLATION. THE DELEGATED ENGINEER SHALL SUBMIT SIGNED AND SEALED DRAWINGS AND DESIGN CALCULATIONS TO THE ENGINEER -OF -RECORD AND TO THE BUILDING DEPARTMENT. DO NOT INSTALL ANY COMPONENTS OF THE DELEGATED SYSTEM UNTIL DRAWINGS AND CALCULATIONS HAVE BEEN REVIEWED AND ACCEPTED BY BOTH THE ENGINEER -OF -RECORD AND THE BUILDING DEPARTMENT. 12. SOILS: A. INFORMATION ABOUT THE SOILS ON THIS SITE IS PRESENTED IN A REPORT PREPARED BY UNIVERSAL ENGINEERING SCIENCES, INC., DATED JANUARY 6, 2020. REVIEW THIS REPORT AND FOLLOW ITS RECOMMENDATIONS UNLESS OTHERWISE INDICATED IN THESE DRAWINGS. CONTRACTOR MAY OBTAIN SUPPLEMENTAL INFORMATION THROUGH ADDITIONAL SOILS EXPLORATION, TESTING AND ANALYSIS IF DESIRED. COORDINATE WITH THE OWNER FOR SITE ACCESS. B. ACCORDING TO THE ABOVE REFERENCED REPORT, THE SOILS AT THE BORING LOCATIONS CONSIST OF 4 TO 6 FT OF CLAYEY SAND FILL, OVERLYING POORLY GRADED SAND WITH VARYING QUANTITIES OF SILTS AND CLAYS TO THE BORING'S TERMINATION DEPTHS. 13. SOILS -GENERAL: A. PRIOR TO COMMENCING WORK, VERIFY THAT METHODS AND PROCEDURES WILL NOT CAUSE DAMAGE TO NEARBY EXISTING STRUCTURES. B. PRIOR TO START OF WORK, THOROUGHLY PHOTOGRAPH AND/OR VIDEO RECORD EXISTING NEARBY CONSTRUCTION AND SITE CONDITIONS ALL AROUND THE BUILDING SITE (INCLUDING AN APPROPRIATE DISTANCE BEYOND THE PROPOSED CONSTRUCTION). MAKE SPECIFIC NOTE OF CRACKS, SETTLEMENTS OR OTHER DEFECTS IN EXISTING CONSTRUCTION. SUBMIT RECORD TO ENGINEER PRIOR TO THE START OF WORK. C. EXCAVATIONS: 1. COMPLY WITH ALL EXCAVATION SAFETY REGULATIONS AND STANDARDS. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ASSURE EXCAVATION SAFETY AND STABILITY AT ALL TIMES. CONTRACTOR SHALL HIRE A FLORIDA REGISTERED ENGINEER FOR CONSULTATION, DESIGN AND INSPECTION AS MAY BE APPROPRIATE FOR LATERAL SUPPORT OF SIDES OF EXCAVATIONS. ASSURE THAT CONSTANT ADEQUATE SOIL SUPPORT IS PROVIDED TO ALL NEARBY EXISTING CONSTRUCTION AND SITE GRADES AT ALL TIMES, R LATERAL MOVEMENT DO NOT ALLOW ANY SOIL SETTLEMENT O MENT THAT CAUSE DAMAGE TO C O E NEARBY EXISTING CONSTRUCTION OR SITE GRADES. 2. WHERE EXCAVATION MAY REDUCE LATERAL SUPPORT FOR EXISTING SOILS ON WHICH EXISTING FOUNDATIONS OF NEARBY STRUCTURES RELY AND WHERE OTHER OPERATIONS, SUCH AS DEWATERING, SOIL COMPACTION AND PILE DRIVING, MAY NEGATIVELY AFFECT THE PERFORMANCE OF EXISTING SOILS ON WHICH EXISTING FOUNDATIONS AND NEARBY STRUCTURES RELY, CONTRACTOR SHALL HIRE A REGISTERED ENGINEER TO ASSESS EXISTING SOILS AND EXISTING STRUCTURES. CONTRACTOR'S ENGINEER SHALL DETERMINE THE REQUIREMENTS FOR PROTECTION OF THE EXISTING STRUCTURES AND GRADES. SUCH PROTECTION MAY INCLUDE MODIFICATION OF PROPOSED PROCEDURES, UNDERPINNING, SOIL IMPROVEMENT, BRACING, SHEETING, OR OTHER APPROPRIATE MEANS AS DETERMINED BY CONTRACTOR'S ENGINEER AND AS ACCEPTABLE TO THE BUILDING OFFICIAL. 14. SOILS PREPARATION & ALLOWABLE BEARING: A. IF REQUIRED, I PERFORM REMEDIAL DEWATERING PRIOR TO ANY EARTHWORK OPERATIONS. REFER TO GEOTECHNICAL REPORT. OBTAIN REVIEW AND APPROVAL OF DEWATERING SYSTEM AND OPERATION PRIOR TO IMPLEMENTATION. B. STRIP THE PROPOSED CONSTRUCTION LIMITS OF ALL GRASS ROOTS, TOPSOIL, CONSTRU TION DEBRIS AND OTHER DELETERIOUS MATERIALS WITHIN AND 5 FT BEYOND THE PERIMETER OF THE PROPOSED BUILDING AND IN ALL PAVED AREAS. EXPECT CLEARING AND GRUBBING TO DEPTHS OF 6 INCHES, ON AND GRUBBING DEPTH MAY BE REQUIRED WHERE MAJOR ROOT SYSTEMS AVERAGE. DEEPER CLEARING G U G S Q ARE ENCOUNTERED. C. PROOF -ROLL THE SUBGRADE WITH A HEAVILY LOADED, RUBBER -TIRED VEHICLE UNDER THE OBSERVATION OF THE GEOTECHNICAL ENGINEER TO LOCATE ANY ZONES OF ESPECIALLY LOOSE OR SOFT SOILS NOT ENCOUNTERED IN THE SOIL TEST BORINGS. UNDERCUT, OR OTHERWISE TREAT, THESE ZONES AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. D. PRIOR TO ANY FILLING OF THE SITE, PROOF -COMPACT THE SUBGRADE FROM THE SURFACE USING 0 EQUIPMENT, UNTIL A MINIMUM DENSITY F MPM D T A DEPTH OF 2 FT BELOW SUITABLE COMPACTION EQU U U S O 95 /o D O STRIPPED GRADE IS OBTAINED. IN ORDER TO ACHIEVE THE REQUIRED DEGREE OF COMPACTION, THE SOILS MAY NEED TO BE MOISTURE CONDITIONED UNTIL THE IN -SITU WATER CONTENT IS WITHIN 2% OF THE OPTIMUM MOISTURE CONTENT (OMC). E. TEST THE SUBGRADE FOR COMPACTION AT A FREQUENCY OF NOT LESS THAN ONE TEST PER 2,500 SQUARE 00 PER FEET FOOT OF DEPTH IMPROVEMENT IN THE BUILDING AREAS. E F. PLACE FILL MATERIAL, AS REQUIRED. THE FILL SHOULD CONSIST OF FINE TO MEDIUM SAND WITH LESS THAN 0 0 0 IL FINES. FILL MATERIALS WITH SOIL FINES BETWEEN 5 /o AND 12 /o MAY BE USED BUT STRICT 5 /o SO , MOISTURE CONTROL MAY BE REQUIRED. PLACE FILL IN UNIFORM 10- TO 12-INCH LOOSE LIFTS AND COMPACT EACH LIFT TO A MINIMUM DENSITY OF 95% MPMDD AT A MOISTURE CONTENT WITHIN 2% OF OMC. G. PERFORM COMPLIANCE TESTS WITHIN THE FILL AT A FREQUENCY OF NOT LESS THAN ONE TEST PER 2,500 SQUARE FEET PER LIFT IN THE BUILDING AREAS, OR AT A MINIMUM OF TWO TEST LOCATIONS, WHICHEVER IS GREATER. TEST ALL FINAL FOOTING CUTS FOR COMPACTION TO A DEPTH OF 2 FT. TEST ONE OUT OF EVERY FOUR COLUMN FOOTINGS, AND AT LEAST ONE TEST PER EVERY 50 LINEAR FEET OF WALL FOOTING. H. USING VIBRATORY COMPACTION EQUIPMENT AT THIS SITE MAY DISTURB ADJACENT STRUCTURES. MONITORING OF NEARBY STRUCTURES BEFORE AND DURING PROOF -COMPACTION IS RECOMMENDED. IF DISTURBANCE IS NOTED, HALT VIBRATORY COMPACTION AND INFORM GEOTECHNICAL ENGINEER IMMEDIATELY. I. ALL SOIL PREPARATION OPERATIONS SHALL BE MONITORED BY A GEOTECHNICAL ENGINEER (SPECIAL INSPECTOR), WHO SHALL ISSUE A STATEMENT OF COMPLIANCE. J. WITH THE SOILS PREPARATION DESCRIBED ABOVE, THE ALLOWABLE SOIL BEARING CAPACITY IS EXPECTED TO BE AT LEAST 2,500 PSF. 15. TERMITE PROTECTION: A. PROVIDE TERMITE PROTECTION FOR ALL AREAS OF CONSTRUCTION. B. CONFORM TO THE REQUIREMENTS OF SECTION 1816 OF THE FLORIDA BUILDING CODE, 2017. C. PROVIDE TREATMENT CERTIFICATE TO THE BUILDING DEPARTMENT. 16. UNDER -SLAB VAPOR -GAS RETARDER: A. PLACE VAPOR -GAS RETARDER SHEET CONTINUOUSLY UNDER ALL CONCRETE SLABS PLACED ON GROUND. B. COMPLY WITH ASTM E1745 (LATEST EDITION), CLASS C OR BETTER, WITH MAXIMUM WATER VAPOR PERMEANCE OF 0.1 PERMS (AS DETERMINED IN ACCORDANCE WITH ASTM E96 OR ASTM E154). COORDINATE WITH PROPOSED FLOOR FINISH PRODUCTS, AND PROVIDE A VAPOR -GAS RETARDER SYSTEM WITH A PERMEANCE OF LESS THAN 0.1 PERMS IF RECOMMENDED OR REQUIRED BY THE FLOOR FINISH PRODUCT MANUFACTURER. C. SUBMIT PRODUCT DATA SHEETS FOR VAPOR -GAS RETARDER SHEET AND ALL ACCESSORIES, TAPE, ADHESIVES, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS. D. COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, APPENDICES B, C AND/OR E AS APPLICABLE TO THE PROJECT. E. LAP SPLICE ALL JOINTS A MINIMUM OF 12-INCHES (OR OTHERWISE AS REQUIRED BY SHEET MANUFACTURER). SEAL ALL LAP JOINTS CONTINUOUSLY W/ PRESSURE -SENSITIVE, MINIMUM 2-INCH WIDE VINYL TAPE (OR OTHERWISE AS REQUIRED BY SHEET MANUFACTURER). SEAL AROUND ALL PENETRATIONS OF VAPOR -GAS RETARDER SHEET BY EXTENDING SHEET TO WITHIN 1/2-INCH OF PENETRATING OBJECT AND SEALING TO OBJECT ALL AROUND WITH MINIMUM 2-INCH WIDE PRESSURE -SENSITIVE VINYL TAPE (OR OTHERWISE AS REQUIRED BY SHEET MANUFACTURER). EXTEND VAPOR -GAS RETARDER SHEET MINIMUM 1-INCH ON TO STEM WALL, GRADE BEAM OR FOOTING (OR OTHERWISE AS REQUIRED BY SHEET MANUFACTURER). IF THIS IS NOT POSSIBLE, ASSURE SHEET CONTACT WITH VERTICAL STRUCTURAL MEMBER AND EXTEND VERTICALLY MINIMUM 1-INCH UP VERTICAL STRUCTURAL MEMBER (BUT NOT MORE THAN ONE HALF OF SLAB THICKNESS AND SEAL WITH MINIMUM 2-INCH WIDE PRESSURE -SENSITIVE VINYL TAPE) (OR OTHERWISE AS REQUIRED BY SHEET MANUFACTURER). F. DO NOT DAMAGE SHEET. SUPPORT REINFORCEMENT ON CONCRETE BRICKS OR 6N6" ASPHALTIC HARDBOARD PADS OR OTHER DEVICES RECOMMENDED BY SHEET MANUFACTURER. EXAMINE VAPOR -GAS RETARDER SHEET PRIOR TOPLACING CONCRETE, AND REPAIR ANY HOLES OR TEARS IN SHEET BY INSTALLING AN OVERLAY SHEET EXTENDING MINIMUM 12-INCHES BEYOND DAMAGED AREA AND SEALED TO LOWER SHEET WITH PRESSURE -SENSITIVE, MINIMUM 2-INCH WIDE VINYL TAPE (OR OTHERWISE AS REQUIRED BY SHEET MANUFACTURER). DO NOT DAMAGE VAPOR -GAS RETARDER SHEET AFTER REPAIRS AND WHILE CASTING CONCRETE. G. AFTER SLAB -ON -GROUND HAS CURED, EXAMINE SLAB FOR CRACKS. ALL CRACKS GREATER THAN 1/32" WIDE AND ALL SLAB JOINTS (CONTROL JOINTS AND EXPANSION JOINTS) AND ALL PENETRATIONS SHALL BE SEALED USING A POLYURETHANE, POLYSULFIDE OR EPDXY SEALANT CONFORMING TO ASTM C920. INSTALL SEALANT IN ACCORDANCE WITH ASTM C1193, 17. CONCRETE (CAST -IN -PLACE): A. STANDARDS: ACI 301, ACI 347, ACI 207, ACI 117, ACI 308.1 & ACI 318 (EXCEPT AS MODIFIED BY FBC 2017, SECTION 1905). B. CONCRETE MIXES 1. SUBMIT CONCRETE MIX DESIGNS TO ENGINEER FOR REVIEW PRIOR TO USE. PROPORTION ALL NORMAL -WEIGHT CONCRETE IN ACCORDANCE WITH ACI 301 TO ATTAIN A COMPRESSIVE STRENGTH OF 4,000 PSI @ 28 DAYS WITH MAXIMUM WATER / CEMENT RATIO OF 0.45. 2. SLUMP SHALL BE 4" (t1 ") FOR REGULAR MIXES AND NOT GREATER THAN 9" FOR MIXES WITH WATER -REDUCING ADMIXTURES. ADD NO WATER TO THE CONCRETE AT THE SITE, UNLESS OTHERWISE APPROVED BY THE ENGINEER IN ADVANCE AND ONLY IF TEST SAMPLES ARE TAKEN AFTER ADDITION OF THE APPROVED WATER. 3. CEMENTITIOUS MATERIALS: a. CEMENT: ASTM C150, TYPE I, UNLESS OTHERWISE NOTED. BLENDED HYDRAULIC CEMENTS (ASTM C595) MAY BE USED WITH PRIOR APPROVAL BY THE ENGINEER. b. FLY ASH: ASTM C618, CLASS F. c. GROUND GRANULATED BLAST -FURNACE SLAG: ASTM C989 GRADE 100 OR 120 d. LIMIT PERCENTAGE OF FLY ASH, SLAG OR COMBINATION FLY ASH AND SLAG TO 25% BY WEIGHT OF TOTAL CEMENTITIOUS MATERIALS, UNLESS OTHERWISE NOTED OR APPROVED BY THE ENGINEER. 4. FOR INTERIOR SLABS ON VAPOR -GAS RETARDER SHEET ON GROUND, MAXIMUM WATER CONTENT SHALL BE 33 GALLONS PER CUBIC YARD FOR CONCRETE WITH NATURAL SANDS AND 35 GALLONS FOR CONCRETE WITH MANUFACTURED SANDS. 5. LARGE -AGGREGATE PUMP MIXES WITH WATER -REDUCING ADMIXTURES MAY BE USED WITH PRIOR APPROVAL OF THE ENGINEER. PEA ROCK PUMP MIXES WILL NOT BE APPROVED. 6. COARSE AGGREGATE SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-33. 7. WATER: ASTM C-1602. 8. READY -MIX CONCRETE: ASTM C-94. 9. LIMIT WATER SOLUBLE CHLORIDE IONS TO MAXIMUM PERCENTAGE BY WEIGHT OF CEMENT PERMITTED BY ACI 318 OR PCI MNL 116. C. CONTRACT AN INDEPENDENT TESTING LABORATORY TO PERFORM THE CONCRETE CYLINDER SAMPLING AND TESTING AS REQUIRED BY SECTION 26.12 OF ACI 318-14. SUBMIT TEST REPORTS TO THE ENGINEER TIMELY. D. PROVIDE ALL FORMING AND TEMPORARY SHORING. E. DO NOT EMBED PIPES OR CONDUITS EXCEEDING 1/3 THE SLAB THICKNESS IN OUTSIDE DIAMETER IN THE CONCRETE FLOOR WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER. WHERE PIPES OR CONDUITS ARE PERMITTED, PLACE NO CLOSER THAN THREE DIAMETERS O.C. AND LOCATE SO AS NOT TO IMPAIR THE STRENGTH OF THE STRUCTURE. F. REINFORCEMENT: 1. STANDARD: ASTM A-615, GRADE 60. 2. WELDED WIRE FABRIC (W.W.F.): ASTM A1064, PLAIN. GALVANIZED FOR ALL EXTERIOR LOCATIONS AND WHERE OTHERWISE INDICATED IN THESE DRAWINGS. 3. REINFORCEMENT PLACEMENT TOLERANCES: COMPLY WITH SECTION 2.2 OF ACI 117-10 G. CONCRETE COVER OVER REINFORCEMENT: UNLESS OTHERWISE INDICATED IN THESE DRAWINGS, PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS: 1. 3 INCHES WHERE CAST AGAINST EARTH 2. 2 INCHES FOR NO. 6 AND LARGER AND 1 - 1/2 INCHES FOR NO. 5 AND SMALLER DIAMETER BARS WHERE CAST IN FORMS OR ON VAPOR -GAS RETARDER SHEET AND PERMANENTLY EXPOSED TO WEATHER OR EARTH 3. 1-1/2 INCHES FOR INTERIOR COLUMNS AND BEAMS 4. 3/4-INCH FOR INTERIOR WALLS, SLABS, JOISTS AND STAIRS H. STEEL REINFORCEMENT SHOP DRAWINGS: SUBMIT REINFORCEMENT PLACING DRAWINGS TO ENGINEER THAT DETAIL BENDING AND PLACEMENT. INCLUDE BAR SIZES, LENGTHS, MATERIAL AND GRADE. INCLUDE DRAWINGS, SCHEDULES AND DIAGRAMS AS NECESSARY T LEARLY INDICATE ALL BARS ARRANGEMENT SPLICES SPACING AND SUPPORTS. O C I. CASTING TOLERANCES: THESE TOLERANCES ARE A MINIMUM STANDARD FOR GENERAL STRUCTURAL PERFORMANCE. PROVIDE MORE STRINGENT TOLERANCES WHERE REQUIRED ELSEWHERE IN THE CONTRACT DOCUMENTS FOR AESTHETICS, FINISH SYSTEMS, EQUIPMENT OR OTHER CONSTRUCTION. 1. COMPLY WITH ALL REQUIREMENTS OF ACI 11 7-1 0 2. FLOOR FLATNESS: "FLAT" AS DEFINED IN 4.5.7 OF ACI 117-10, WITH MAXIMUM 3/16 INCH GAP UNDER A 10 ft. STRAIGHTEDGE PLACED ANYWHERE ON THE SLAB AND ALLOWING IT TO REST UPON ANY TWO HIGH SPOTS. PROVIDE STRICTER STANDARD OF FLATNESS IF RECOMMENDED BY FLOOR FINISH MANUFACTURER OR OTHER NON-STRUCTURAL ITEMS. J. MAKE CONSTRUCTION JOINTS IN THE MANNER AND LOCATIONS INDICATED IN THESE DRAWINGS OR AS APPROVED BY THE ENGINEER IN ADVANCE. APPLY ENGINEER -APPROVED BONDING AGENT TO PREVIOUSLY -CAST CONCRETE SURFACES AT VERTICAL CONSTRUCTION JOINTS (SUCH AS BEAM -COLUMN JOINTS). K. EMBEDMENT OF REINFORCEMENT: UNLESS OTHERWISE INDICATED IN THESE DRAWINGS, EMBED ALL REINFORCING BARS TO THE FAR SIDE (LESS APPROPRIATE COVERAGE) OF CONNECTING AND SUPPORTING MEMBERS. L. REINFORCING LAP SPLICES 1. UNLESS OTHERWISE INDICATED OR APPROVED BY THE ENGINEER IN ADVANCE, MAKE SPLICES FOR REINFORCING BARS BY LAPPING BARS. UNLESS OTHERWISE NOTED, LAP SPLICE COLUMN AND WALL BARS ABOVE FLOOR AND FOOTING LEVELS. UNLESS OTHERWISE NOTED FOR BEAMS AND SLABS, PLACE LAP SPLICES FOR TOP BARS WITHIN THE MIDDLE THIRD OF THE SPANS AND PLACE LAP SPLICES FOR BOTTOM BARS AND INTERMEDIATE BARS CENTERED OVER SUPPORTS, OR WHEN THIS IS NOT POSSIBLE, PLACE THEM WITHIN ONE THIRD OF THE SPAN LENGTH FROM THE CENTERLINE OF THE SUPPORTING COLUMN OR WALL. U.O.N., LENGTHS OF TENSION LAP SPLICES SHALL BE IN ACCORDANCE WITH "TENSION DEVELOPMENT AND LAP SPLICE LENGTHS FOR REINFORCING BARS" ON DRAWING No. S-1.1. 2. LAP SPLICE WELDED WIRE FABRIC MINIMUM ONE FULL MESH DIMENSION. M. SAWCUT CONTROL JOINTS AS SOON AS THE CONCRETE SURFACE WILL NOT BE DAMAGED BY SAWCUTTING, AND NO MORE THAN TWELVE HOURS AFTER CONCRETE PLACEMENT. MAKE SAW -CUT JOINTS WHERE INDICATED. N. FINISH ALL CONCRETE IN ACCORDANCE WITH ACI 117-10 AND ACI 301-05, AS INDICATED IN THESE DRAWINGS AND AS APPROPRIATE FOR THE FINISHES ARCHITECTURAL INDICATED IN THE ARCHITECTURAL DRAWINGS. C S GIVE A LIGHT BROOM FINISH TO ALL EXTERIOR CONCRETE WALKING SURFACES AND TO ALL SURFACES WHICH ARE TO RECEIVE A TILE OR STONE FINISH. 0 CURE ALL CONCRETE FOR MINIMUM OF SEVEN DAYS. COMPLY WITH ACI 308.1. THE CURING SHALL ENTAIL MAINTENANCE OF THE MOISTURE IN THE CONCRETE. GENERALLY THIS IS ACCOMPLISHED BY TREATING EXPOSED CONCRETE SURFACES WITH A CHEMICAL CURING COMPOUND IMMEDIATELY AFTER FINISHING AND IMMEDIATELY AFTER REMOVAL OF FORMS. FORMS HALL BE KEPT MOIST BY FREQUENT WATER SPRAYING O S Q PRIOR TO REMOVAL. CURING COMPOUND SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-309. VERIFY COMPATIBILITY OF CURING COMPOUND WITH PROPOSED FINISHES, OR COMPLETELY REMOVE CURING COMPOUND PRIOR TO APPLYING FINISHES. CONTRACTOR MAY USE OTHER CURING METHODS IN ACCORDANCE WITH ACI 308.1. P. REINFORCING STEEL ALLOWANCE: PROVIDE AN ALLOWANCE OF 1.0% OF THE TOTAL WEIGHT OF REINFORCING STEEL FOR THE PROJECT (AS DETERMINED FROM THE DRAWINGS) FOR THE ENGINEER TO DIRECT ITS USE AT THE DISCRETION OF THE ENGINEER. PROVIDE A CREDIT TO THE OWNER FOR ANY PORTION OF THIS ALLOWANCE NOT USED. 18. REINFORCED CONCRETE MASONRY: A. HOLLOW CONCRETE MASONRY UNITS: ASTM C90"STANDARD SPECIFICATIONS FOR HOLLOW LOAD BEARING CONCRETE MASONRY UNITS." MINIMUM ALLOWABLE COMPRESSIVE STRESS ON NET AREA SHALL BE fd = 1900 PSI; OR AS OTHERWISE REQUIRED. C.M.U. SHALL MEET THE MINIMUM EQUIVALENT THICKNESS FOR 2-HOUR FIRE -RATED WALL A INDICATED IN TABLE 721.1 2 OF THE FLORIDA BUILDING CODE 2017. SUBMIT U S S C O O CERTIFICATES OF FIRE RATING FROM C.M.U. MANUFACTURER. B. REINFORCED CONCRETE MASONRY PRISM STRENGTH SHALL BE MINIMUM fm = 1,900 PSI AND SHALL BE VERIFIED BY CERTIFICATION OF MASONRY UNIT STRENGTH AND FIELD SAMPLING AND LABORATORY TESTING OF MORTAR AND GROUT. ALTERNATIVELY, PRISM STRENGTH MAY BE VERIFIED BY PRISM TESTING IN ACCORDANCE WITH ASTM E447, METHOD B AND AS OTHERWISE MODIFIED IN ACI 530.1, 1.4. C. MORTAR SHALL COMPLY WITH ASTM C270, TYPE M OR S. D. REINFORCEMENT BARS: ASTM A615, GRADE 60. E. PLACE CONCRETE MASONRY UNITS: IN STANDARD RUNNING BOND PATTERN. BOND MASONRY WITH OVERLAPPING UNITS AT WALL CORNERS AND INTERSECTIONS, UNLESS OTHERWISE NOTED. ALL MORTAR JOINTS SHALL BE 3/8" THICK. WHERE PERMANENTLY EXPOSED TO VIEW, TOOL MORTAR JOINTS WITH ROUNDED JOINTER. FOR OTHER LOCATIONS, STRIKE JOINTS FLUSH WITH C.M.U. FACES. FULLY MORTAR FACE SHELLS AT ALL HORIZONTAL AND VERTICAL JOINTS. FULLY MORTAR WEB SHELLS AS WELL AT FOUNDATION. FULLY MORTAR WEB SHELLS AT ALL CELLS WHICH ARE TO BE GROUTED. UNUSED MORTAR SHALL BE DISCARDED WITHIN 2 1/2 HOURS AFTER INITIAL MIXING. F. WHEREVER ANCHOR BOLT IS TO BE SET IN MASONRY, FILL C.M.U. CELLS WITH CONCRETE GROUT FOR MINIMUM 8 INCHES ALL AROUND BOLT. G. INSTALL HOT DIPPED GALVANIZED (EXTERIOR WALLS) OR MILL GALVANIZED COATED (INTERIOR WALLS) STEEL HORIZONTAL JOINT REINFORCEMENT (No. 9 GAGE, LADDER TYPE) AT EVERY COURSE IN PARAPET WALLS AND AT EVERY OTHER COURSE AT ALL OTHER WALLS (U.O.N.). EXTEND HORIZONTAL JOINT REINFORCEMENT MINIMUM 4 INCHES INTO ALL CONCRETE TIE COLUMNS AND WALLS. PROVIDE PREFABRICATED "L" AND "T" SHAPED REINFORCEMENT UNITS AT ALL CORNERS AND INTERSECTIONS RESPECTIVELY. LAP SPLICE REINFORCEMENT MINIMUM SIX INCHES. H. GROUT: MINIMUM fc=3000 PSI (OR AS OTHERWISE REQUIRED TO ACHIEVE SPECIFIED fm WHEN VERIFYING MASONRY STRENGTH BY PRISM TESTING) CONCRETE GROUT CONFORMING TO THE REQUIREMENTS OF ASTM C476. SAMPLE AND TEST GROUT IN ACCORDANCE WITH ASTM C1019. SAMPLE AND TEST MINIMUM ONE PER DAY AND ONE FOR EVERY 5,000 SQUARE FEET OF WALL. I. COMPLY WITH THE REQUIREMENTS OF ACI 530 AND ACI 530.1. J. LINTELS: ANY C.M.U. WALL OPENINGS WHICH ARE NOT OTHERWISE FRAMED WITH CONCRETE SHALL HAVE 8"x8" CAST -IN -PLACE CONCRETE LINTELS OR GROUTED LINTEL BLOCK WITH 2#5 BOTTOM. EXTEND REINFORCEMENT MINIMUM 6" PAST OPENING AND CAST LINTEL WITH MINIMUM 8" BEARING ON ADJACENT COLUMNS OR REINFORCED CELLS. K. SILLS: UNLESS OTHERWISE FRAMED IN CONCRETE. PROVIDE 8" X 8" CONCRETE (FORMED OR BOND -BEAM BLOCK) WITH 2#5 MID -DEPTH AT ALL SILLS. EXTEND REINFORCEMENT MINIMUM T INTO ADJACENT COLUMN OR REINFORCED CELL AND CAST CONCRETE/GROUT MINIMUM 8" INTO ADJACENT COLUMN OR REINFORCED CELL. L. REINFORCEMENT PLACEMENT: 1. PLACE ALL HORIZONTAL BARS IN BOND BEAM UNITS. WHEN TWO BARS ARE USED, STAGGER LAPS A MINIMUM OF 6-0". 2. VERTICAL REINFORCING SHALL BE HELD IN POSITION USING REBAR POSITIONERS AT TOP AND BOTTOM AND AT INTERVALS NOT EXCEEDING 200 BAR DIAMETERS. 3. FOR PARTIALLY GROUTED WALLS, METAL LATH STRIPS, CELL CAPS OR EQUAL SHALL BE USED AS GROUT STOPS AT THE BOTTOM OF STRUCTURAL CONCRETE BEARING ON C.M.U. AND AT THE BOTTOM OF C.M.U. COURSES TO BE FILLED FOR THE EMBEDMENT OF HORIZONTAL BARS. DO NOT USE PAPER OR OTHER UNAPPROVED MATERIAL. 4. LAP SPLICE BARS ONLY WHERE NECESSARY. ALL LAP SPLICE LENGTHS SHALL BE A MINIMUM OF THOSE IN "MASONRY REBAR DEVELOPMENT & LAP SPLICE LENGTH "Ld" SCHEDULE" ON DRAWING S-1.1. M. PROVIDE CLEANOUT HOLES AT BOTTOMS OF ALL VERTICALLY REINFORCED CELLS. REMOVE ALL DEBRIS AND EXCESS MORTAR. INSPECT FOR COMPLETE GROUT PLACEMENT UPON REMOVAL OF FORM OVER CLEANOUT HOLE. N. GROUT LIFT HEIGHT: PLACE GROUT IN LIFTS NOT EXCEEDING 5 FEET AND A MAXIMUM PLACEMENT OF 12 FEET 8 INCHES. O. GROUT CONSOLIDATION: CONSOLIDATE ALL MECHANICAL BY ROUT ME AL VIBRATION USING A 3/4" 0 HEAD LOW - VELOCITY VIBRATOR FOR A COUPLE OF SECONDS IN EACH FILLED CELL. RECONSOLIDATION BY VIBRATION MUST BE DONE AFTER THE INITIAL WATER LOSS AND BEFORE INITIAL SET HAS OCCURRED. WHEN GROUTING IS STOPPED FOR A PERIOD OF 1 HOUR OR LONGER, FORM HORIZONTAL CONSTRUCTION JOINTS BY STOPPING THE GROUT POUR 1-1/2 INCHES MINIMUM BELOW THE UPPERMOST UNIT, EXCEPT AT TOP OF WALL. P. PROVIDE MIN. 20 GAGE, GALVANIZED STEEL CONTINUOUS DOVETAIL SLOTS IN ADJACENT CONCRETE COLUMNS WHERE C.M.U. IS INSTALLED AFTER COLUMNS. ANCHOR C.M.U. TO CONCRETE COLUMNS USING MIN. 16 GAGE GALVANIZED CORRUGATED STEEL DOVETAIL MASONRY ANCHORS AT EVERY OTHER COURSE OF C.M.U. IF DOVETAIL SLOTS ARE DAMAGED OR MISPLACED AND CANNOT BE USED, REMOVE SLOTS, PATCH CONCRETE AND INSTALL MASONRY ANCHORS WITH (1) 3/16" 0 TAPCON SCREW WITH MIN. 1 3/4" EMBED. Q. CAST ALL TIE COLUMNS (AND WALLS WHICH ARE/ACT AS TIE COLUMNS), TIE BEAMS, LINTELS AND SILLS DIRECTLY INTO OR ON TO C.M.U. UNITS SO THAT THEY ARE FULLY ENGAGED WITH C.M.U. USE FABRICATED NON -CORROSIVE CELL CAPS WHERE CONCRETE IS CAST ON TOPS OF UN -GROUTED CELLS. R. DO NOT EMBED PIPES, CONDUIT, OR ANY OTHER CONSTRUCTION IN MASONRY WALLS WITHOUT PRIOR APPROVAL OF ENGINEER. 19. STRUCTURAL STEEL: A. MATERIALS: 1. STRUCTURAL TUBING: ASTM A500, GRADE B 2. STEEL PIPE: ASTM A53, TYPE E OR S, GRADE B 3. W-SHAPES: ASTM A992 4. ALL OTHER STRUCTURAL STEEL: ASTM A36 (U.O.N.) 5. ANCHOR BOLTS: ASTM A307 6. THREADED RODS: ASTM A36 7. HEADED SHEAR STUDS: AWS D1.1, TYPE B 8. ALL OTHER BOLTS: ASTM A325-09 9. NUTS: ASTM A563, GRADE C 10. WASHERS: ASTM F436, TYPE I B. INSTALL STEEL BEAMS WITH NATURAL CAMBER UP. C. SHOP DRAWINGS: SUBMIT COMPLETE SHOP DRAWINGS FOR STRUCTURAL STEEL FOR REVIEW BY ENGINEER PRIOR TO FABRICATION. D. STANDARDS: 1. AISC "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS." 2. AWS D1-1, E-70 SERIES ELECTRODES. ALL WELDERS SHALL BE CERTIFIED BY AWS FOR THE MATERIALS AND FOR THE WELD TYPES, SIZES AND ORIENTATIONS INDICATED IN THESE DRAWINGS. SUBMIT WELDER CERTIFICATIONS TO ENGINEER. E. CORROSION CONTROL: EXCEPT WHERE STRUCTURAL STEEL IS INDICATED TO BE GALVANIZED WHERE STRUCTURAL STEEL IS TO BE EMBEDDED IN CONCRETE, WHERE STRUCTURAL STEEL IS TO BE FIELD WELDED AND WHERE STRUCTURAL STEEL IS TO RECEIVE DIRECTLY APPLIED FIREPROOFING MATERIALS, SHOP PAINT ALL STRUCTURAL STEEL WITH RUST- INHIBITIVE PRIMER. TOUCH-UP PRIMER AFTER ERECTION. F. CORROSION CONTROL: WHERE INDICATED HOT DIP GALVANIZE STRUCTURAL STEEL (AND ALL ADJOINING CLIPS AND BRACKETS) AFTER FABRICATION IN ACCORDANCE WITH ASTM A123 AND A653. WELDED JOINTS SHALL BE MADE WITH LOW -SILICON ELECTRODES (<0.30%) AND ALL SLAG AND FLUX FROM WELDS MUST BE REMOVED PRIOR TO GALVANIZING. FOR WELDING OF GALVANIZED MEMBERS, REMOVE THE ZINC COATING AT LEAST ONE TO FOUR INCHES FROM BOTH SIDES OF THE INTENDED WELD ZONE ON BOTH PIECES PRIOR TO WELDING ACCORDING TO AWS D-19.0. TOUCH-UP AND REPAIR ALL DAMAGED AND UNCOATED AREAS OF HOT -DIP GALVANIZED COATINGS AFTER ERECTION AND/OR WELDING WITH ZINC -RICH PAINT IN ACCORDANCE WITH ASTM A-780. G. QUALITY CONTROL (QC) AND QUALITY ASSURANCE (QA) OF WELDED AND BOLTED CONNECTIONS SHALL BE AS REQUIRED BY AISC 360, CHAPTER N, AND ITS REFERENCED STANDARDS. CONTRACTOR SHALL INCLUDE IN BASE BID ALL ASSOCIATED COSTS OF QC INSPECTION IN TION TASKS. OWNER SHALL COVER THE C ASSOCIATED COSTS OF QA INSPECTION TASKS AND NON-DESTRUCTIVE TESTING, WHICH SHALL INCLUDE 10% OF CJP GROOVE WELDS BY ULTRASONIC OR RADIOGRAPHIC METHOD, AND 10% OF FILLET WELDS BY MAGNETIC PARTICLE OR DYE PENETRANT METHOD. REPAIR OF NON -CONFORMANCES SHALL BE AT CONTRACTOR'S EXPENSE. 20. COLD -FORMED STEEL FRAMING: A. STANDARDS: 1. ASTM A1003 (STEEL SHEET) 2. ASTM C955 (STEEL STUDS) 3. AISI, SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURED MEMBERS 4. ASTM C1007 (INSTALLATION) 5. AWS D1.3 (WELDING) 6. MIL-P-21035 (GALVANIZED REPAIR) 7. FF-P-395 (POWER DRIVEN FASTENERS) B. GALVANIZING: G90 C. SCREWS: ASTM C1513, ZINC COATED. D. PROVIDE ALL ACCESSORIES, CONNECTIONS, FASTENERS, ETC., AS REQUIRED TO MEET THE INTENT INDICATED ON THESE DRAWINGS. 21. PREFABRICATED STEEL JOISTS: A. EXCEPT WHERE OTHERWISE NOTE SHALL BE OPEN WEB PARALLEL CHORD JOISTS DALL STEEL JOISTS S DESIGNED, FABRICATED AND INSTALLED IN ACCORDANCE WITH S.J.I. STANDARD SPECIFICATIONS, LOAD TABLES WEB STEEL JOISTS: K KCS K SUBSTITUTES LH AND WEIGHT TABLES FOR STEEL JOIST AND JOISTS GIRDERS. S JO S DLH CJ AND JOIST GIRDERS AS INDICATED IN THESE DRAWINGS. PROVIDE SPECIAL JOISTS WHERE INDICATED. B. ALL JOISTS SHALL BE PAINTED WITH FABRICATOR'S STANDARD RUST -INHIBITIVE SHOP PAINT. TOUCH UP AFTER ERECTION. C. DESIGN ALL JOISTS AND APPROPRIATE BRIDGING FOR TH E NET WIND UPLIFT AND OTHER DESIGN LOADS INDICATED IN THE "DESIGN CRITERIA" SECTION OF THESE NOTES AND AS OTHERWISE INDICATED IN THESE DRAWINGS. DESIGN FOR MAXIMUM LIVE LOAD AND WIND LOAD DEFLECTION OF U360, UNLESS OTHERWISE NOTED. D. SUBMIT TO THE ENGINEER COMPLETE SHOP DRAWINGS AND DESIGN CALCULATIONS, SIGNED AND SEALED BY A TED ENGINEER. REFER TO GENERAL STRUCTURAL NOTES No. 11 FLORIDA REGISTERED ENGINEER, THE DELEGATED G (DELEGATED ENGINEERED IN DE LAYOUT DESIGNATIONS NUMBER TYPE SPACING BEARINGS R D CLU AND ANCHORAGES, BRIDGING, ACCESSORIES AND SPLICES. INCLUDE TOP CHORD EXTENSIONS AND EXTENDED BOTTOM CHORDS, WHERE INDICATED. CAMBER JOISTS AND GIRDERS AS INDICATED, OR IF NOT INDICATED, ACCORDING TO SJI's SPECIFICATIONS. E. OTHER SUBMITTALS 1. MANUFACTURER CERTIFICATIONS 2. WELD CERTIFICATIONS AWS D1.1 F. MANUFACTURER: 1. CERTIFIED BY SJI TO MANUFACTURER APPLICABLE JOISTS. G. DELIVERS STORE HANDLE AND INSTALL IN ACCORDANCE WITH SJI SPECIFICATIONS. H. BRIDGING: IN THE E INDICATED DRAWINGS. DESIGN 1. BRIDGING IS SCHEMATICALLYS , FABRICATE AND INSTALL BRIDGING IN ACCORDANCE WITH SJI SPECIFICATIONS. I. VISUALLY INSPECT FIELD WELDS IN ACCORDANCE WITH AWS D1.1. TEST 10% OF INDIVIDUAL WELDS IN ACCORDANCE WITH AWS D1.1 USING ONE OF THE FOLLOWING METHODS: LIQUID PENETRANT (ASTM E165), MAGNETIC PARTICLE (ASTM E709), ULTRASONIC (ASTM E164), OR RADIOGRAPHIC (ASTM E94). 22. STEEL ROOF DECK: STEEL ROOF DECK SHALL BE GALVANIZED (G90), 1 1/2" DEEP, 20 GAGE, TYPE B STEEL DECK (VULCRAFT 1.51B OR APPROVED EQUAL) AND SHALL CONFORM TO SDI "DESIGN MANUAL FOR FLOOR AND ROOF DECKS." STEEL SHEET SHALL CONFORM TO ASTM A653. ANCHOR DECK BY 5/8" PUDDLE WELDS @ 6" O.C. (AWS D1.3) IN EVERY CORRUGATION VALLEY ALONG ALL SUPPORT MEMBERS. SIDE STITCH DECK PANELS AT 12" O.C. BETWEEN SUPPORT MEMBERS WITH #10 TEK SCREWS (ITW BUILDEX WITH CLIMASEAL FINISH OR APPROVED EQUAL). FASTEN SIDE EDGES OF PANELS AT EXTERIOR WALLS, OPENINGS AND OTHER TERMINATIONS TO STRUCTURAL STEEL WITH 5/8" PUDDLE WELDS AT 6" O.C. 23. PLYWOOD WALL SHEATHING A. 5/8" EXTERIOR GRADE, STRUCTURAL 1 PLYWOOD OR PLYWOOD SHEATHING, APA-RATED FOR 24" SPAN. B. CONTINUOUSLY SUPPORT EDGES OF PLYWOOD PANELS BETWEEN PRIMARY FRAMING MEMBERS WITH BLOCKING SPANNING BETWEEN PRIMARY FRAMING MEMBERS. FASTEN BLOCKING TO PRIMARY FRAMING MEMBERS BOTH SIDES, BOTH ENDS. C. LAY PANELS CONTINUOUS OVER THREE OR MORE SPANS WITH FACE GRAIN PERPENDICULAR TO PRIMARY FRAMING MEMBERS. PLACE END JOINTS AT CENTER OF PRIMARY FRAMING MEMBERS WITH BOTH PANELS FASTENED TO IT. STAGGER END JOINTS. PROVIDE 1/8" GAP AT ALL PANEL JOINTS. D. FASTEN PLYWOOD WALL SHEATHING PANELS TO ALL SUPPORTING MEMBERS, INCLUDING BLOCKING, USING S-WD 12-14 x 1-1/2" PFHUC #3 HILTI BI-METAL KWIK FLEX SELF -DRILLING SCREWS @ 12" O.C. 24. FASTENERS AND ANCHORS: A. FASTENERS AND ANCHORS SHALL BE OF THE TYPE AND SIZE INDICATED IN THESE DRAWINGS. USE THE SPECIFIC MANUFACTURER AND MODEL WHERE INDICATED. STRICTLY FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION. B. ALL FASTENERS, INCLUDING EXPANSION ANCHORS, SLEEVE ANCHORS, STRAPS, NAILS, SCREWS, ETC. SHALL BE GALVANIZED, OR OTHERWISE COATED FOR CORROSION CONTROL BY A METHOD APPROVED BY THE ENGINEER. 25. EPDXY ANCHORS: USE TWO COMPONENT EPDXY BASED PRODUCT SUPPLIED AS A SIDE -BY -SIDE CARTRIDGE SYSTEM AND DISPENSED THROUGH A STATIC MIXING NOZZLE. USE HILT[ HY-200 OR AN ENGINEER APPROVED SUBSTITUTE. FOLLOW RECOMMENDATIONS AND SPECIFICATIONS FOR PREPARATION AND INSTALLATION INDICATED IN PRODUCT'S ICC-ES EVALUATION REPORT (ESR) OR STATE OR COUNTY PRODUCT APPROVAL, INCLUDING THE NUMBER OF TIMES HOLES SHALL BE WIRE -BRUSHED AND BLOWN WITH COMPRESSED AIR. ALL HOLES MUST BE OBSERVED BY THE PROJECT INSPECTOR PRIOR TO INSTALLATION OF EPDXY. ONCE EPDXY CURING TIME HAS ELAPSED, SET CONNECTION TO SPECIFIED MINIMUM INSTALLATION TORQUE USING AN ADJUSTIBLE TORQUE -LIMITING WRENCH. DO NOT OVER -TORQUE ANCHORS NOR USE AIR -POWERED OR ELECTRIC WRENCHES. ABBREVIATIONS LEGEND ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION #5 REBAR SIZE INFO. INFORMATION ADD. ADDITIONAL INT. INTERMEDIATE ADJ. ADJACENT K KIP (1000 LBS ) A.F.F. ABOVE FINISHED FLOOR LB. (S) POUNDS (S) AHU. AIR HANDLING UNIT L.P. LOW POINT ALUM. ALUMINUM LWC. LIGHTWEIGHT CONCRETE ANCH. ANCHOR MAX. MAXIMUM APPROX. APPROXIMATE MECH. MECHANICAL ARCH. ARCHITECTURAL MFR. MANUFACTURER B.E. BOTH ENDS MIN. MINIMUM B.F. BOTH FACES MISC. MISCELLANEOUS SCLANEOUS L B.W. IBOTH WAYS (PERPENDICULAR) MW- X C.M.U. WALL MARK BLDG. BUILDING N/A NOT APPLICABLE BLK. BLOCKING N.I.C. NOT IN CONTRACT BM. BEAM N.T.S. NOT TO SCALE BOTT. BOTTOM NWC NORMAL WEIGHT CONCRETE BRDG. BRIDGING O.C. ON CENTER BRG. BEARING OPNG. (S) OPENING (S) BTWN. BETWEEN OPP. HAND OPPOSITE HAND CANT. CANTI LEVER PCF POUNDS PER CUBIC FOOT C.I.P. CAST IN PLACE CONCRETE P/C PRECAST C.J. CONSTRUCTION JOINT OR CONTROL JOINT P.C.J. PRECAST JOIST C.M.U. CONCRETE MASONRY UNIT PC PILECAP C/C CENTER TO CENTER PL PLATE (i DIMENSION CENTERLINE OF ELEMENTS PLF POUNDS PER LINEAR FOOT CLR. CLEAR DISTANCE BETWEEN ELEMENTS P.P.T. PRESSURE PRESERVATIVE TREATED COL. COLUMN' PRELIM. PRELIMINARY CONC. CONCRETE PROP. PROPERTY CONN. CONNECTION PSF POUNDS PER SQUARE FOOT CONST. CONSTRUCTION PSI POUNDS PER SQUARE INCH CONT. CONTINUOUS CONDITION QTY. QUANTITY COORD. COORDINATE REINF. REINFORCING OR REINFORCEMENT CORR. CORRUGATED REQD. REQUIRED CTR. CENTER REV. REVISION db BAR DIAMETER RTU. ROOF TOP UNIT DIA. DIAMETER SCHED. SCHEDULE DIAG. DIAGONAL SECT. SECTION DIM. DIMENSION S.H. SHEAR HEAD DIST. DISTANCE SHT. SHEET DN. DOWN SIM. SIMILAR DTL. DETAIL SPECS. SPECIFICATIONS DWG. DRAWING SQ. SQUARE EA. EACH STAGG. STAGGERED E.J. EXPANSION JOINT STD. STANDARD EL. ELEVATION STIFF. STIFFENER EMBED. EMBEDMENT STL. STEEL ENGR. ENGINEER STIR. STIRRUP E.O.R. ENGINEER -OF -RECORD STRUCT. STRUCTURE OR STRUCTURAL EQ. EQUAL SW -X SHEARWALL MARK EQUIP. EQUIPMENT SYM. SYMMETRICAL CONDITION E.W. EACH WAY T.O. TOP OF EXIST. EXISTING T.O.B TOP OF BEAM EXT. EXTERIOR T.O.C. TOP OF CONCRETE FAB. FABRICATE T.O.S. TOP OF SLAB FDN. FOUNDATION T.O.W. TOP OF WALL FIN. FINISH(ED) TYP. TYPICAL FLR. FLOOR U.N.O. UNLESS NOTED OTHERWISE FTG. FOOTING U.O.N. UNLESS OTHERWISE NOTED FUT. FUTURE VERT. VERTICAL GEN. GENERAL V.I.F. VERIFY IN FIELD G.L. GRID LINE W/P WATER PROOFING GALV. GALVANIZED WD. WOOD H.P. HIGH POINT WT. WEIGHT HORIZ. HORIZONTAL W.W.F WELDED WIRE FABRIC Q O 06 Z U/ () L_ Jr Q U Z)0 Ow Q Q STRUCTURAL ENGINEERS 5040 NW 7th Street, Suite 820 Miami, Florida 33126 PH. 305 461-3450 inbox@douglaswood.biz www.clouglaswood.biz 0 vv DWG. No. STRUCTURAL INDEX S-1.0 GENERAL STRUCTURAL NOTES, DRAWING INDEX S-1.1 SCHEDULES AND TYPICAL DETAILS S-1.2 TYPICAL DETAILS S-2.0 FOUNDATION AND GROUND FLOOR PLAN S-2.1 ROOF FRAMING PLAN S-3.0 SECTIONS AND DETAILS S-3.1 SECTIONS AND DETAILS S-4.0 DESIGN WIND PRESSURES FOR ROOFING SYSTEM & FOR STEEL ROOF JOISTS S-4.1 DESIGN WIND C & C PRESSURES FOR DOORS, WINDOWS & CLADDING ,� - -, I., I" I �1. . � Tee 1 ntemattoma- Associates, Inc_ AA26001933 Architecture • Planning • Interior Design 14125 N.W 801h Ave_ Sude 303 Kaml Lakes, F1, 33016 T. 786-235-9097 F_305-362-4420 dtnnfo@ctt+architect corn wwvww dbarrhitect cram DOUGLAS WOOD, P.E. FL P.E. #32092 10.30.20 1 ISSUED FOR BID CD r 'T ZOwQ :1N M v 19 50 _OU)w 12 W ~ Z �O w LL 2W 42 w w_ < cri I= O p "a W It OWwQ wj C M o � Z�va W E- la o w 1111111111 aZ Z r' a SOW wLn M J=v zM �c4M a mya ao J Z ILH O II.... 1- J 0D w U. a I-2O W 2 1 IL clj 06 J OC O W p0W MW W 19 >_>- CA>.Z Qa U O=W =w ti a. V = N °� O W FE a OC N = L Job Number: 20009 File name: Issued Date: 10.30.20 Drawn by: R.B. Checked by: R.S. SHEET NAME GENERAL STRUCTURAL NOTES SHEET NUMBER S-100 C.M.U. WALL SCHEDULE WALL THICKNESS (NOMINAL) fm (psi) VERTICAL REINFORCEMENT REMARKS MW-1 8" 1900 #5 @ 32" O.C. -- MW-2 8" 1900 #5 @ 24" O.C. -- MW 3 12" 1900 #5 @ 40" O.C. -- C.M.U. WALL NOTES: 1. PROVIDE VERTICAL REINFORCEMENT IN GROUT -FILLED CELLS AT SPECIFIED SPACING IN ADDITION TO ENDS, CORNERS, JAMBS OF OPENINGS, INTERSECTIONS AND WHERE OTHERWISE INDICATED. 2. PROVIDE HORIZ. JOINT REINF. @ EVERY OTHER COURSE. 3. SEE "GENERAL STRUCTURAL NOTES" No. 18. 4. CAST ADJACENT STRUCTURAL CONCRETE AS TIE COLUMNS (AND WALL), TIE BEAMS (AND SLABS) (U.O.N.). REBAR DEVELOPMENT & LAP SPLICE SCHEDULE fc'= 4000 PSI fc'= 4000 PSI #6 & SMALLER #7 & LARGER TOP BARS (2) OTHER BARS TOP BARS (2) OTHER BARS DEVELOPMENT LENGTH & CLASS "A" SPLICE LENGTH 50 db 38 db 63 db 48 db CLASS "B" SPLICE LENGTH 65 db 50 db 82 db 63 db NOTES: 1. "db" DENOTES BAR DIAMETER. 2. TOP BARS ARE HORIZONTAL REINFORCEMENT WITH MORE THAN 12 IN. OF CONCRETE CAST IN THE MEMBER BELOW THE SPLICE. 3. ALL SPLICES SHALL BE CLASS "B" SPLICE U.O.N. 4. DEVELOPMENT AND LAP SPLICE LENGTHS SHOWN IN SCHEDULE ABOVE ARE BASED ON CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN db, CLEAR COVER NOT LESS THAN db, AND STIRRUPS OR TIES THROUGHOUT THE DEVELOPMENT OR SPLICE LENGTH NOT LESS THAN THE CODE MINIMUM, OR CLEAR SPACING OF BARS BEING DEVELOPED OR SPLICED NOT LESS THAN 2db AND CLEAR COVER NOT LESS THAN db. FOR OTHER CASES, INCREASE LENGTHS GIVEN IN SCHEDULE ABOVE BY 50%. MASONRY (fm =1900 PSI) REBAR DEVELOPMENT & LAP SPLICE LENGTH (Ld) SCHEDULE BAR SIZE WALL THICKNESS 8" C.M.U. 12" C.M.U. # 3 V-3" V-3" # 4 V-8" 1'4" # 5 2'-1" 2'-1" # 6 2'-7" 2'-6" # 7 T-7" 2'-11" # 8 5'-5" T-5" # 9 6'-9" 4'-5" 1 BAR AT SCHEDULED SPACING - 1:11 a as 1 BAR AT ALL WALL IAITGRCG!`TI(IAIC — I-U I OLUUN HJ REQUIRED AND PLACE 1 BAR AT ALL ANGLED CORNERS 1 BAR AT ALL WALL CORNERS 1 BAR AT SCHEDULED SPACING FOOTING SCHEDULE MARK SIZE WxD (IN.) THICKNESS (IN.) BOTT. REINFORCEMENT TOP REINFORCEMENT REMARKS SHORT WAY LONG WAY SHORT WAY LONG WAY WF-24 24" x CONT. 12 #5 @ 12" O.C. 3#5 -- 2#5 -- WF-36 36" x CONT. 12 #5 @ 12" O.C. 4#5 -- -- -- F4.0 4'-0" x 4'-0" 12 6#5 6#5 6#5 6#5 -- F4.Ox7.8 4'-0" x 7'-10" 12 9#5 7#5 9 #5 4 #5 -- F6.0 6-0" x 6-0" 24 8#6 8#6 -- -- -- F5.0 5'-0" x 5'-0" 12 7#5 7#5 -- -- -- F3.Ox8.0 T-O" x 8'-0" 12 9#5 5#5 9 #5 5 #5 -- FOOTING NOTES: 1. AT ALL FOOTING CORNERS AND INTERSECTIONS, PROVIDE 2#5 L-SHAPED CORNER BARS WITH 30-INCH LONG LEGS. CONCRETE BEAM SCHEDULE MARK SIZE (INCHES) ELEVATION (T.0.B.) ELEVATION (B.0.B.) REINFORCEMENT STIRRUPS REMARKS TOP INT. EA. FACE BOTT. CB-1 8x24 +12'-0" +10'-0" 2 #7 2 #5 2 #7 #3 @ 6" O.C. -- CB-2 12x20 +1 V-8" +10'-0" 2 #6 1 #5 2 #6 #3 @ 6" O.C. -- CB-3 8x38 +1 T-2" +10'-0" 2 #9 3 #5 2 #9 #3 @ 12" O.C. -- CB-4 8x16 +11'-4" +10'-0" 2 #7 -- 2 #7 #3 @ 6" O.C. TIE BM. CB-5 8x20 +11'-8" +10'-0" 2 #5 -- 2 #5 4- #3 @ 3" O.C. RIGHT END; #3 @ 8" O.C. BALANCE -- CB-6 8x16 +8'-4" +7'-0" 2 #7 -- 2 #7 #3 @ 6" O.C. -- RB-1 8x16 +1T-6 1/2" +16-2 1/2" 2 #5 -- 2 #5 #3 @ 7" O.C. TIE BM. RB-2 12x16 +1T-6 1/2" +16-2 1/2" 2 #5 -- 2 #5 #3 @ 7" O.C. TIE BM. RB-3 8x24 +19'-0" +17'-0" 2 #5 1 #5 2 #5 #3 @ 10" O.C. TIE BM. RB-4 12x24 +19'-0" +1T-0" 2 #5 1 #5 2 #5 #3 @ 10" O.C. TIE BM. RB-5 8x16 +1 T-5 1/2" +16-1 1/2" 2 #5 -- 2 #5 #3 @ 7" O.C. TIE BM. RB-6 8x VARIES VARIES +16-1 1/2" 2 #5 -- 2 #5 #3 @ 7" O.C. TIE BM.; SLOPE TOP OF BM. TO MATCH ADJACENT RB-7 8x16 +17'-6" +16'-2" 2 #5 -- 2 #5 #3 @ 7" O.C. TIE BM. RB-8 8x40 +19'-0" +15'-8" 2 #7 4 #5 2 #7 7- #4 @ 3" O.C. RIGHT END; #3 @ 12" O.C. BALANCE TIE BM. S-1 8x8 COORD. w/ ARCH. DWGS -- 1 #5 -- SILL BM. BEAM NOTES: 1. AT ALL BEAM CORNERS AND INTERSECTIONS, PROVIDE 2#5 L-SHAPED CORNER BARS WITH 30-INCH LONG. 2. HOOK ALL TOP BARS AT ENDS. 3. ALL TOP AND BOTTOM BARS SHALL BE CONTINUOUS, U.O.N. WHERE NECESSARY, LAP SPLICE TOP BARS IN MIDDLE THIRD OF SPAN AND LAP SPLICE BOTTOM BARS AT SUPPORTS. 4. UNLESS OTHERWISE NOTED, ALL STIRRUPS SHALL BE CLOSED LOOPS W/ 135' HOOKS 1. FOR MORE INFORMATION SEE "GENERAL STRUCTURAL NOTES" No.18 2. SEE PLANS FOR LOCATIONS WHERE TIE COLUMNS OR OTHER REINFORCING BAR LAYOUTS ARE REQUIRED. TYPICAL LAYOUT OF VERT. REINF. IN REINFORCED C.M.U. WALLS 3/4" = 1'-0" BREAK CELL WALLS (DO NOT CUT HORIZ. REINF.) AND GROUT C.M.U. AS SHOWN i WALL REINF. (TYP.) EXTEND HORIZ. JT. REINF. 4" MIN. INTO 12" C.M.U. ROOF BEAM/SLAB DEPTH OF DEEPEST BEAM/SLAB CONNECTING TO COLUMN AT THIS LEVEL TIES @ 3" O.C. 1 BAR AT THIRD CELL ADJACENT TO ALL WALL OPENINGS WIDER THAN 10'-0" " * OR AS 1 BAR AT SECOND CELL OTHERWISE ADJACENT TO ALL WALL INDICATED OPENINGS WIDER THAN 6-0" IN PLANS OPENING \ LAP SPLICE 100% REINF. 1 30 DIAMS. OF LARGER BAR TYPICAL DETAIL 8" TO 12" C.M.U.- PLAN 1/2"ISOLATION JT. MATERIAL (TYP.) 1BAR ADJACENT TO ALL WALL OPENINGS �j777/�/�,77 STD. 90° HOOK (TYP.) ROOF %2 TIE SPACING MAX. BELOW LOWEST REINFORCEMENT IN SHALLOWEST MEMBER FRAMING INTO COLUMN TIE SPACING (U.O.N.) = (LEAST COL. DIMENSION - 2-3/4") /2 —TIE SPACING AS SCHEDULED CONC. WALL SCHEDULE WALL THICKNESS f'C (psi) VERTICAL REINF. (OUTER) HORIZONTAL REINF. (INNER) REMARKS W-1 8" 5,000 #5 @ 12" O.C. EA. FACE #4 @ 12" O.C. EA. FACE - CONCRETE WALL NOTES: 1. HOOKED DOWELS (SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT) SHALL BE EMBEDDED TO BOTTOM OF GRADE BEAMS OR FOOTINGS BELOW AND LAP SPLICE PER LAP SPLICE SCHEDULE WITH VERTICAL REINFORCEMENT IN CONCRETE WALLS. 2. HOOK ALL VERTICAL WALL REINFORCEMENT AT DISCONTINUOUS TOP END. 3. PROVIDE HOOKED CORNER BARS AT ALL CORNERS FOR HORIZONTAL REINF. CONCRETE COLUMN SCHEDULE MARK SIZE WXD (IN.) REINFORCEMENT REMARKS VERTICAL TIES TC1 8x12 4#5 #3 @ 8" O.C. TIE COL. TC2 8x14 6#5 #3 @ 8" O.C. TIE COL. TC3 8x16 6#5 #3 @ 8" O.C. TIE COL. TC4 8x20 6#5 #3 @ 8" O.C. TIE COL. TC5 8x24 10#5 #3 @ 8" O.C. TIE COL. TC6 8x8 4#5 #3 @ 8" O.C. TIE COL. P1 18x18 8#5 #3 @ 12" O.C. CONC. PIER ENCASEMENT COLUMN NOTES: 1. HOOKED DOWELS, SAME SIZE AND NUMBER AS VERTICAL REINFORCEMENT, SHALL BE EMBEDDED TO BOTTOM OF FOOTING BELOW AND SHALL LAP MINIMUM 30 BAR DIAMETERS WITH VERTICAL REINFORCEMENT IN COLUMNS. 2. HOOK ALL VERTICAL COLUMN REINFORCEMENT AT TOP. #3 SAME SPACING AS TIES (TYP.) 0'-8 -2" OR 1'-4" OR 1'-8" 10 [N � 00 boE DETAIL TC 1 /TC6 DETAIL TC2/TC3/TC4 SCALE: 3/4"=1'-0" SEE PLANS AND AND COLUMN SCHEDULE FOR COLUMN SIZE, REINF. AND CONCRETE STRENGTH. LCONC. SLAB -ON -GROUND (SEE PLAN) , GROUND FLOOR rill, �ACI STANDARD HOOK (TYP.) TIE SPACING AS % FOOTING (SEE PLAN SCHEDULED / AND SCHEDULE) COLUMN DOWELS SAME SIZE AND NUMBER OF VERTICAL REINFORCEMENT IN COLUNM U.O.N. 90° STANDARD HOOK (TYP.) U M TYPICAL CONCRETE COLUMN REINFORCEMENT ELEVATION DIAGRAM SCALE: 3/4"=1'-0" INTERMEDIATE BARS LASS - B LAP SPLIC IN MIDDLE THIRD 0" (TYP. U.O.N.) TOP BARS 0" (TYP. U.O.N.) ao DETAIL TC5 SCALE: 3/4"=1'-0" INTERMEDIATE BARS DETAIL P1 SCALE: 3/4"=1'-0" — TOP BARS INTERMEDIATE BARS I— STIRRUPS (TYP.+---J WHERE SF LICE STIRRUPS (TYP.) IS R Q'D., PROVIDE BOTT. BARS CLASS - 13 LAPS LICE OVER BOTT. BARS SUPPORT L1 = CLEAR SPAN L2 = CLEAR SPAN 2" [50mm] CLEAR WHERE SPLICE IS (TYP. AT ENDS) REQ'D., PROVIDE 0 O O U z LU Q 0 0 U Z)O O U) 1j 0 Q V STRUCTURAL ENGINEERS 5040 NW 7th Street, Suite 820 Miami, Florida 33126 PH. 305 461-3450 i n box@do ug laswood .biz www.douglaswood.blz TOP BARS II A LA'A BOTT. BARS CANTILEVER SECT. A -A • HOOK ALL BARS AT ENDS. • WHERE POSSIBLE, EXTEND TOP BARS INTO SLAB BEYOND FAR FACE OF COLUMN BY A MINIMUM DISTANCE OF Ld. • SEE BEAM SCHEDULE(S) FOR ADDITIONAL INFORMATION. • SEE REBAR DEVELOPMENT & LAP SPLICE SCHEDULES(S) FOR ADDITIONAL INFORMATION. CONTINUOUSLY REINFORCED BEAM esi 9 nTec mati. Associates, Inc. AA26001933 ;Architecture • Planning • Interior Design 14125 N W 8tilh Ave. Suite 303 Miami Lakes, Fi. 33016 T. 786-235-9097 F . 305-362-4420 dtimfo@Ddtiarchitect earn www dbarehitec;t corn `te�5c o 1p,S SEAL:a`, a� lip,' r * . q�� • ,Ft O p aka'\ a:•: air;-i1 DOUGLAS WOOD, P.E. FL P.E. #32092 10.30.20 1 ISSUED FORBID r' O Z N M QOLLIQ �■ 5 G �0 W~ �Z w� W_ W c Q L cp W O — m o 0 LU Q Z W v t` Q 0 W Q Z�ti z QT_ Q 0 LU WLo J 'S! V Z p M Q W >_ W Q 0 LLI U. W0. O J �00g ad J pC�W M� Q = 0xZ �14p a' Uj 3W N a 0 W = �N Job Number: 20009 File name: Issued Date: 10.30.20 Drawn by: R.B. Checked by: R.S. SHEET NAME SCHEDULES AND TYPICAL DETAILS SHEET NUMBER S-1.1 3/4" = 1'-0" N.T.S. I I I 1 I L I I I I I I I I _ I _ L2x2-x3/16 @ EA. CONCENTRATED LOAD ON JOIST AT EA. SIDE OF JOIST TO C.L. OF JOIST PANEL POINT(TYP.) PROVIDE L2x2x3/16 @ EA. CONCENTRATED LOAD ON JOIST WHERE LOAD LOCATED MORE THAN 6" FROM BOTTOM gHORD C PANEL P. OF JOIST (TYP.) (AT EA. SIDE OF JOIST) - 0 ti �r EQ. EQ 1/8 Ge CONCENTRATED LOAD (TYP.) 1/8 CO ENTRATED LOAD N OF JOIST / \ / PANEL F JOIST L5x5x5/16 MECH. \ UNIT FRAMING \ OR OTHER \ / CONCENTRATED LOAD CONCENTRATED PANEL P. OF JOIST LOAD TYPICAL JOIST REINFORCEMENT DETAIL AT CONCENTRATED LOADS 3/4" = 1'-0" EMBEDED: PL3/4x7-1 /2xl'-0" W/ (2) 3/4" Ox6" LONG WELDED HEADED STUDS @ 8" O.0 6"JOIST BEARING - STEEL JOIST (SEE PLAN) 1/4 3 TYP. 1/4 3 CONC. TIE BEAM (SEE PLAN & SCHED.) TYP. JOIST SEAT DETAIL AT CONC. BM. 1-1/2" = 1'-0" STEEL JOIST STEEL BM. (SEE PLAN) III 3" JOIST BEARING STEEL JOIST (SEE PLAN) II , I I II I I III 1/4 2 TYP. EQ. EQ. 1/4 2 I I TYP. JOIST SEAT DETAIL AT STEEL BM. 1-1/2" = 1'-0" L5x3xl/4 x CONT. LLV 3/4"0 S.S. (AISI 316) HILTI KWIK BOLT-TZ: MW (SEE PLAN & SCHED.) - @ 24" O.C. (5-9/16" EMBED.) (TYP.) - @ 16" O.C. (4-5/16" EMBED.) AT STEEL ROOF MW- SECTION 7/S-3.1 DECK (SEE PLAN) (SEE PLAN & �— GROUT CELLS SOLID (8" MIN. AROUND ANCHOR) PRIOR TO INSTALLING I 3 SIDES (TYP.); DO NOT SCHED.) WELD UNTIL CMU HAS ? 1/4 BEEN INSTALLED ANCHORS (TYP.) 9) : 1/4 3 �N 2-1/2" SEAT DEPTH (TYP.) 1/4 3 °t (VERIFY W/ MFR.) 6 S �y 3/16 RB 6" MIN. (SEE PLAN & BEARING SCHED.) I I RB - (SEE PLAN & SCHED.) GROUT CELLS SOLID (8" MIN. AROUND GROUT CELLS SOLID (8" MIN. AROUND BRIDGING ANCHOR) PRIOR TO (SEE PLAN FOR INSTALLING L3x3xl/4 EXTEND BOTT. LOCATION) ANCHORS (TYP.) CHORD EVERY I ° � °• ANCHOR) PRIOR TO INSTALLING ANCHORS (TYP.) 5/8"0 HILTI KWIK OTHER JOIST STEEL JOIST (SEE PLAN) BOLT-TZ W/ 4-7/16" MW- EMBED. (TYP. x 2 (SEE PLAN & MW- ALL BRIDGING SCHED.) 71 (SEE PLAN & CONNECTION) SCHED.) TYP. JOIST DETAIL AT CONC. BM./C.M.U. WALL 3/4" = 1'-0" FUTURE ROOFTOP j MECH. UNIT (SEE PLAN) (COORD. W/ HVAC DWGS. & W/ EQUIP. MFR.) I l I � I I _ DUCT OPNG. (COORD. W/ EQUIP.) (TYP.) I I l I I I I I STEEL JOIST (SEE PLAN) I I I I I L5x5x5/16 (TYP.) I I I I _ I I 3 I I S-1.2 ' I I HSS 2-1/2xl-1/2xl/8 x CONT. UNDER CURB (ALL AROUN WELDED TO L5x51 SEE l SECTION - I I TYP. L5x5 TO L; BM. JOIST OR GIRDER I I 4 S-1.2 I I (TYP.) j— TYP. FRAMING DETAIL AT ROOFTOP MECH. UNIT 3/4" = 1'-0" L5x3xl/4 x CONT. LLV 3/4"0 S.S. (AISI 316) HILTI KWIK BOLT-TZ @ 24" O.C. (5-9/16" EMBED.) (TYP.) 1-1/2" STEEL ROOF DECK (SEE PLAN) ---,, STEEL JOIST (SEE PLAN) - L3x3xl /4 ABRIDGING (SEE PLAN FOR LOCATION) 5/8"0 HILTI KWIK BOLT-TZ W/ 4-7/16" EMBED. (TYP. x 2 ALL BRIDGING CONNECTION) TYP. JOIST BRIDGING DETAIL AT C.M.U. WALL 3/4" = 1'-0" 1/4-14 x 1" HWH #3 POINT ITW-BUILDEX TEKS SELF DRILLING SCREW W/ CLIMASEAL FINISH, TYP. AT 8" O.C. ALL AROUND (4-SIDES OF CURB) ----\ STAGG. 2" @ 6" TOP OF ANGLE FLUSH (TYP.)2 @ 6"" WITH TOP OF JOIST FUTURE DUCT OPNG. :5/16 (COPE Z. LEG TO 'ALL 3ERS FLUSH) STEEL BM., JOIST COPE OR GIRDER ANGLE LEG 3/16 3/16 2,. @ 6„ STAGG. 2" @ 6" 1/4-14 x 1" HWH #3 POINT ITW-BUILDEX TEKS SELF DRILLING SCREW W/ CLIMASEAL FINISH, TYP. AT 8" O.C. ALL AROUND (4-SIDES OF CURB) — 1-1/2" - STEEL ROOF DECK (SEE PLAN) - BRIDGING (SEE PLAN FOR LOCATION) VERIFY DEPTHS OF JOIST SEAT, AND COORD. W/ HSS SECTION 1-1/2" = 1'-0" SECTION 4 1-1/2" = 1'-0" S-1.2 7 S-1.2 SLOPE DN. N 3" MIN. BEARING FUTURE UNIT CURB (SEE MECH. DWGS.) (TYP.) HSS2-1/2xl-1/2xl/8 FLAT x CONT. UNDER CURB (TYP.) COORD. CURB & DECK SO THAT DECK BEARS ON AND IS FASTEN TO L. IF NOT POSSIBLE WELD PL1/4 x CONT. TO L5x5 EXTENSION STEEL ROOF DECK (TYP.) L5x5x5/16 (TYP.) 3" MIN. BEARING STEEL JOIST (SEE PLAN) W24 (SEE PLAN) TYP. JOIST DETAIL AT STEEL BM. 3/4" = 1'-0" 1/4-2 1/4 - 2 (TYP.) SLOPE DN. M -0 es,ignTec O tentI� O V Associates, tne_ AA26001933 FUTURE UNIT CURB (SEE z Architecture • Planning • interior Design In MECH. DWGS.) (TYP.) 14125 NAN 80!h Ave 'Stote 303 HSS 2-1/2x1-1/2x1/8 FLAT x W Miami Lakes, Fi 1-1016 T. 786-235-9097 CONT. UNDER CURB (TYP.) Q F 305.3152- 42I:i FASTEN EVERY VALLEY OF Q �.:"tisntt„c rchteot cm �vvrw dtEnr;h�ite t r�rrr STEEL ROOF DECK (SEE "GENERAL STRUCTURAL V SEA ;�'N 31 NOTES No. 22) (TYP.) Z) Q STEEL ROOF DECK (TYP.) O L5x5x5/16 (TYP.) Q �? ?20�� FUTURE L5x5x5/16 OPENINGSTRUCTURAL ENGINEERS _ 5040 NW 7th Street, Suite 820 REINF. (TYP.) Miami, Florida 33126 �S' PH. 305 461-3450 .� inbox@douglaswood_biz www_douglaswood.biz ?•, : `� c DOUGLAS WOOD, P.E. FL P.E. #32092 FUTURE DUCT OPNG. SECTION 5 1-1/2" = 1'-0" S-1.2 STEEL JOIST BRIDGING (SEE PLAN) (SEE PLAN FOR LOCATION) 10.30.20 1 ISSUED FOR BID O Z N M I_ Q 0 U �O w W �W Z w_ Ui Q � Q IL Cn W _m o OWwa w Z��a W v� Q ow v3: a� Z_L~ a� po�j 0� J=v zM 0 Co ya. 0. > J Z F. p Q0wLL I-�0 a W 1 � OG O p� � pvW Mczc Z a= 0=W �W ti dl L V N 0W = 12N IL Job Number: 20009 File name: Issued Date: 10.30.20 Drawn by: R.B. Checked by: R.S. SHEET NAME TYPICAL DETAILS SHEET NUMBER NOTE: STEEL JOISTS ARE A DELEGATED SYSTEM (SEE �� "GENERAL STRUCTURAL NOTES" No. 22 & 12) I 1 11 1 1 1 1 . 1. I i 1 1 ' -- 9 . i 11, 1 - - 1 I 1 1 1 11 1. i 1 111111,1191 i_- R' 1 Ill 11 _ 11 1 _1 1 1 1- - - S- - ---" l A B C D E F G H 2" 18' 2'-6" _ 28'-7" 31'-3" 8'-12" 20'-52„ j 3'-2' V 8'-2" 4'-9" 14'-10" 4'-10" TC1 I -- - WF-36 - - - ---------36 ---- F4.0 --_F--L----� _ MW,.3 _3 �` --------- V-8 WF-36 --r MW-3 � TIc1 �2 I- ---- - -- - - - --------------- MW-3(BELOW) i N TC1- -- TC3 TC1 �/Ill.�sl_ (TYP. U.O.N.)- Cn 1 I \ SIM. 3- #5x6'-0"x6'-0" ADD'L S-3.0 S-3.0 -3.0 S _ ( I I CORNEFiTOP BAR TYP. AT SIM. T M I I I I I MW-1 (TYP. U.O.N.) F6.0 r- - - - -- j I I I o I I P1 HSS 6x6x3/8 I I 4 _ -� - -- - - - N I I o' - �"' 1 -� �Lf) I I I I �I 14 - - L N M 3 9 co 9 $v- °0 2 S-3.0 - - � SIM. 5-3.0 i �F3 Ox8.0 i I I I �- OPEN (COMPACTED FILL) I + I N Cl 2 S-3.0 I F6.0 r - --I- --, P1 HSS 6x6x3/8 M TCA -� - C - C? I iv L--- -J 4 F4.0x .8 5-3.0 SIM. (BELOW) (BELOW) I (TYP. U.O.N.) III I II I� I 4" CONC. SLAB -ON -GROUND REINF. W/ 6x6-W2.1 xW2.1 W.W.F. I I I i I / HSS 6x6x3/8 F4.01 4 2- #4x4'-O" j k F6.0 2 I I TC1 TE-8 TE-8 T -8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N -L - L, ' ---------------------- ----------------------------- 5-3.0 I I TE-8 I%- RD__ I TE-8 TC5 I (N SIM. 1 S-3.0 I I \ 1- #5x6'-0" ADD'L- J 15 co I I V BAR @ MID -DEPTH I J Cl) I I [1 6 4 I I F5.0 S-3.0 � � � I 1 --}- -:- - � � � I I S-3 0 S-3.0 / I 1 5'-11" I I I I I i TC3 I - II N 04 1 I CD I OPEN I I ILL LL I III � (COMPACTED FILL) o I II I I I \ I I I TC3 I I I M TC5 'I I �. BSI I 5 f- 2 --a- #5x6'-0"x6' -0" ADD'L S-3.0 S-3.0 S-3.0 AR(TYP. AT Cr°,SCORN -(TYP. U.O.N.) ~ N 2'-M -2 -" S-1 ABOVE 4.0 , -2 (0 6_ ----------------- - - - - - - - - - Z9 v ------------------------ ---- - - - - - - - - - - - - - - - - - - - - - - - - - TC1 WF-36 - - � WF-36 22'-111" , TC3 6'-o-♦ TC3 ' 2-#5x12'-9" 1V T-4" 2 2 O ADD'L TOP BARS 30'-10" L FOUNDATION AND GROUND FLOOR PLAN �rN, 3/16" = V-0" 3'-4" D e SO 9 nTed Intemation Associates. Inc- AAL26001933 Architecture • Planning • Interior Design 14125 N W Both Ave. Suite 303, Miami Lakes, Pi. 33016 T. 786-235-9097 F . 305.362-4420 dtilnfo@citiarchitec;t corn www dtlarrhitect.com D0 ti4f •bf9 SEA`+`\`\\���'� O EIL�SF° �® ' QQ V 1 STRUCTURAL ENGINEERS No. 320,02 •' 5040 NW 7th Street, Suite 820 ;z : Miami, Florida 33126 p PH. 305 461-3450 inbox@douglaswood.biz www.douglaswood.biz �1 3 JAN i I 1 DOUGLAS WOOD, P.E. FL P.E. #32092 T.O. FOOTING ELEVATION = -1'-4" (U.O.N.) FOR "GENERAL STRUCTURAL NOTES" SEE SHEET S-1.0 FOR SCHEDULES AND TYPICAL DETAILS, SEE SHEETS S-1.1 AND S-1.2 CONTRACTOR SHALL COORDINATE ALL DIMENSIONS ON THESE STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. 10.30.20 1 ISSUED FOR BID �o Z O N H M M C� O U WZwU. 2W 42 w_ < F- O a �W _j W LU c� H- Q p oW aZ Z_L~ a� p0OW �� will zM p OC 04 0. .� Z o a0� LU_j LL HBO a W oC _j 0 (j)_j pv� M� Cd U) Z Q i 0 IL � N OW - 1% N = IL Job Number: 20009 File name: Issued Date: 10.30.20 Drawn by: R.B. Checked by: R.S. SHEET NAME FOUNDATION AND GROUND FLOOR PLAN SHEET NUMBER Sw2m0 I'll all,. ��.I. a In• 1 1 1 1 _1 .l _. 1.111 1 1 1 1 I 1 -.I.I 11 11 jl�'rj7�wI IF I111p".. .. _ LI" '11 _ _ _ I _ il_ .ice o�j I1P� In 7 1 P T. . STE L DECK R1 7R1 7 1 6 - E L. +17'-1 -1/2" 5-3.1 �3.OI j 24W @ 5'-0" O.C. � 24K7 @ 5-0" O.1 6-6x-6;3--/8 - ELO S- 3.1SIM. __ _ m -- C, tl I N j� CO N T.O. CONC. COL. BELOW TO MATCH T.O. CONC. BM. (TYP.) ��- SLOPED ROOFING (SEE ARCH. DWGS.) (TYP.) O ~ W m NOTE: COORD. JOIST BRIDGING WITH CURRENT AND FUTURE 0o OPENINGS (TYP.) U -�- JOIST HORIZONTAL BRIDGING TYPE 1 (SEE DWG. NOTE; TYP. AT EA. END OF STL. JOISTS) -I JOIST HORIZONTAL BRIDGING TYPE 2 (SEE DWG. NOTE; TYP. x2 AT STL. JOIST INTERIOR) Iv 6- SLOPEFDN. o SLOPE DN. F I TC4JI I $-3.1 l I I I M I I I Sim v R1 Lo mw X I 24� @ 5'-0" O.C. R - --- - - 1R - MINI -SPLIT SY TEM (55 LB) ON FLORIDA A PROVED 10 STAND (SEEM CH. DWGS.)' COOR . S-1.2 TC2 I - I LOCATION W/ 11 I�ECH. R22 R22 O o CHORD. S S RT FUTURE H OD LOCATIONS W/� (g50 LB) TO BE HJS 6x6x3/8 1 STAND / (B LOW) REQUIREMENT HUNG FRO o I I � / JOIST BELOW .- � I I I � 2 -1 R22 R22 C6 I_ 1-��-- ----�I-.--------�---- N - ROOF H TCH R14 R15 R14 R20 R21 R20 R10 DWGS ); PPENIN ROVIMEEE C� I I (50 LB) FUTURE MAU-1 1 I I 1 l OPENINGREINF. PER "' I TYP. DETAIL 2/1-1.2 10 S-3.1 OA B C D EXTERIOR STUD WALL E s1M 11 3 5 F G H T.O. PARAPET (SEE SECTION 1/S-3.1 EL. +21'-0 FOR ADD'L INFO.) S-3.0 S-3.1 S-3.1 2" v -6" 28'-7" SIM. 31'-3" ► '-4' 2'-0" CONC. COL. 12 RB-4 MW-1 , BELOW (TYP.) (TYP. U.O.N.) RB-4 CB-2 (BELOW) RB-4i- 1 RB-3 S-3.0 , M -2 RB-3 MW-3 � TC3 \� 6 -9" (�2 - co� _ - - - _---- _ --- --- ----- _ - - - N �' I / I F' TC1 - - - F�'4-R4 1- xto ' j - �� 3 0° q O 4 8 X►1X 2 in ch lot3 I S-3.1S-3.0 I `�i JSS 6x2x1/4 FLAT -( ALV.)(ABOVE)S-3.1 %d / 7 17 WT'6x20 ��T \T/ HSS 6x3x1/4 EXTERIOR STUD WALL 04 , 1 / /�\ 1 (GALV.) -7 (SEE SECTION 1/S-3.1 FOR ADD'L INFO.) _ v 04 L x 00 ( 1 SLOPE DN. SLOPE DN. I �/ 1 - EXTERIOR STUD WALL (SEE SECTION 1/S-3.1 FOR ADD'L INFO.) T.O. PARAPET EL. +21'-0" EXTERIOR STUD WALL (SEE SECTION 1/S-3.1 FOR ADD'L INFO.) T.O. PARAPET EL. +21'-0" 6 - T. . PARAPET EL. +19'-7" T.O. PARAPET EL. +24'-8" R1 ICI I 4- RF- -I -T I-- o �- - -I QPZNIA O a " - - - I� _ _(_ �► I 1 - - - R1 R1 - - - - o S-3.1 T.O. STEEL DE K T.O. STEEL DE n1 m I I I \ I x EL. +18'-6" x EL. +17'-10" Cl N CANOPY SYSTEM TO BE DESIGNED BY SPECIALTY ENGINEER (TYP.) R13 _ _ _ �- - - - - - - - - - (I HSS 6x3 1/4 �R14_ _ R 6 R15 R16 J R14 R2 R21 R20 T.O. STEEL DE K C6 2'- 2" 1 2'- (GALV.)( P.) I - - - - --I I EL. +17'-9-1 /2" �' �- HSS 6x2 1/4 F T �i N I I (GALV.)( BOVEA I \� I FUTURE EF-1 T.O. STEEL DE K N (300 LB) EL. +18'-6" T HSS 3x3 1/4�-9-- -0_ - o- 1 • - - - - - �- R12 (GALV.)( BOVE- - R14 R'16 R15 R16 R14 R20 R21 R20 R3 R3 �UTURE CURB A D IT.O. STEEL DEC TU-1 (2'000 LB); SLOPIJ DN. SLOPE DN. UN + _ ROVIDE CURB R�INF. �L. 17 10 1/2OER TYP. DETAILR T SIZE SHOWN FUTURE j OPENINGS 00 1- - 0 - --0- - -� --t- - - - - - - - - - - Cb m m 44- ��Rlll R3 I R3 I R19 R19 I (D I FUTURE CURB AND I R2 R2 1 v RTU-2 (2000 LB); U U PROVIDE CURB 5 I REINF. PER TYP. FUTURE CU-2 DETAIL 2/S-1.2 FOR (100 LB) UNIT SIZE SHOWNR2 R2 R19 R19 jFUTURE CU-1 R3 R3 (260 LB) FUTURE �FUTURE CU-2 5'V' PENINGS I(100 LB) / R9 R3' R3 R7 R7 R18 R19 �' R1 R17 R17 N I I vI/ vI/x �I I� I �I WT6 WT6x 6 ��-I L R6 5 'R6 R19 R19 - - 1 - - / R17 R17 ' HSS 6x3x1/4 R - HSS 6x3x1/4 1*. j (GAL' • _ I _ I - - -1` (,GALV) - co MW_2 HSS 6x2x1/ FLAT " 5-3.0 / FUTURE EF-2 HSS 6x2x1/4 FLAT (GALV)(ABQVE) - I I I I (100 LB) dI I (GALV.)(ABOVE) I' RB-3 RB-8 11 T.O. PARAPET , T.O. PARAPET $-3.O EL. +24'-8" 3 S-3.0 EL. +21'-0" S-3.1 sIM. /� 7 1 �� ROOFFRAMING Q 1 A KI A S-3.1 � CANOPY SYSTEM TO BE 3/16" = 1'-0" DESIGNED BY SPECIALTY ENGINEER (TYP.) RB-3 3 S-3.1 �m -`� m U i R13-6 VC 1) T 66 CANOPY SYSTEM TO BE DESIGNED BY SPECIALTY ENGINEER (TYP.) T.O. PARAPET EL. +23'-2" 0 e ignTec-,_, nte -4 at on Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N W 80th Ave_ Suite 303 Miami Lakes, R 33016 T. 786-235-9097 F- 305-362-4420 dtilnfo@dtiarctlitect corn wuw dtiarchitect cmm U O SEAL: s s c o ]'�'//,�6�is�om Q Y 4C) v �• STRUCTURAL ENGINEERS _� No. 909 5040 NW 7th Street, Suite 820 Miami, Florida 33126 PH. 305 461-3450 ». -0 S L" ATE r 0^� inbox(g?douglaswood.biz - � w�y ww_douglaswood.biz ®��� , DOUGLAS WOOD, P.E. FL P.E. #32092 CONCENTRATED POINT FORCES FOR JOIST DESIGN R1 R2 R3 R4 R5 R6 R7 R8 R9 R10 R11 R12 R13 R14 R15 R16 R17 R18 R19 R20 R21 R22 LC1 +0.6 +1.3 +0.9 +1.6 +1.5 +1.7 +0.5 +2.2 +1.2 +1.2 +1.7 +0.9 +1.6 +0.2 +0.3 +0.6 +0.3 +0.4 +0.7 +0.8 +1.5 +0.7 LC2 -0.8 -1.3 -0.9 -0.5 +1.5 -0.6 -0.2 -0.4 -0.9 -0.5 -0.2 -0.8 -0.8 -- -- -0.7 -0.3 -0.5 -0.7 -0.5 NOTES: 1. FORCES SHOWN IN TABLE ARE SERVICE ALLOWABLE LOADS IN KIPS. FOR ULTIMATE LOADS USE A LOAD FACTOR = 1.6. 2. LOAD CASES DO NOT ACT SIMULTANEOUSLY. 3. (-) NEGATIVE LOADS ARE UPLIFT FORCES. T.O. CONC. COL. TO MATCH T.O. PARAPET (TYP.) T.O. PARAPET EL. +21'-0" 11 S-3.0 CANOPY SYSTEM TO BE DESIGNED BY SPECIALTY ENGINEER (TYP.) - 7 O S-3.1 mm J c M 00 U 2 SIM. S-3.1 T.O. PARAPET EL. +24'-8" T.O. PARAPET EL. +21'-0" ROOF TOP MECHANICAL UNIT DESIGN WIND PRESSURES (ASD) UNIT VERT. WIND PRESSURE (P.S.F.) HORIZ. WIND PRESSURE (P.S.F.) RTU (TYP.) 54.4 PSF 68.8 PSF EF-1, EF-2 CU-1, CU-2 MAU-1 MINI -SPLIT ROOF TOP MECHANICAL UNIT DESIGN WIND PRESSURES NOTES: 1. DESIGN WIND PRESSURES INDICATED IN TABLE ABOVE ARE IN ACCORDANCE WITH ASCE 7-10 ROOF TOP STRUCTURES AND EQUIPMENT [RISK CATEGORY II, 137 MPH ULTIMATE WIND SPEED; EXPOSURE C AND IN ACCORDANCE WITH F.B.C. (2017) SECTION 1620.6 WITH A GCf =1.9 FOR THE HORIZONTAL WIND PRESSURE AND A GCf = 1.5 FOR THE VERTICAL (UPLIFT) WIND PRESSURE. ALLOWABLE PRESSURES ARE INDICATED IN TABLE, FOR ULTIMATE PRESSURES MULTIPLY BY 1.6 LOAD FACTOR. 2. ROOF TOP UNIT SUPPORT STANDS & CURBS AND DUCT SUPPORTS SHALL BE DESIGNED BY AN ENGINEER LICENSED IN THE STATE OF FLORIDA USING THE WIND PRESSURES INDICATED IN THE TABLE ABOVE WHICH SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS AND CALCULATIONS (OR FLORIDA PRODUCT APPROVALS) FOR SUBMISSION TO THE BUILDING DEPARTMENT FOR REVIEW AND APPROVAL. NOTE: 1. SEE TYPICAL DETAILS ON DWG. S-1.2 FOR SUPPORT OF ROOF TOP MECH, UNITS AND BELOW ROOF (CEILING) UNITS AND CONNECTIONS TO UNIT CURBS. 2. SEE TYPICAL DETAILS ON DWG. S-1.2 FOR CONNECTION OF UNIT CURBS TO ROOF FRAMING. T.O. STEEL BM. ELEVATION TO BE 4" BELOW T.O. STEEL ROOF DECK, FOR "GENERAL STRUCTURAL NOTES" SEE SHEET S-1.0 FOR SCHEDULES AND TYPICAL DETAILS, SEE SHEETS S-1.1 AND S-1.2 X DENOTES JOIST DIAGONAL BRIDGING DENOTES JOIST CHORD HORIZONTAL BRIDGING TYPE 1 - BOTT. CHORD ONLY AT FIRST PANEL POINT TYPE 2 - TOP & BOTT. CHORD CONTRACTOR SHALL COORDINATE ALL DIMENSIONS ON THESE STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS PRIOR TO PROCEEDING WITH THE WORK, CONTRACTOR SHALL VERIFY EXISTING CONDITIONS PRIOR TO PROCEEDING WITH THE WORK. 10.30.20 1 ISSUED FOR BID �o aO N LU M CO) Ito W~wLL LUUj W I- O 1- 00 a �W O �� Lu ° > W v� CL Q O W Z w Z_�~ a� p0UA oQC� J=v z' OO JZ�o Q O Wu. H2O W aC 06 J OC O pe 10 MUj Z Q = U O=LY 3:W ti 0. t1� N a OW N = Job Number: 20009 File name: Issued Date: 10.30.20 Drawn by: R.B. Checked by: R.S. SHEET NAME ROOF FRAMING PLAN SHEET NUMBER S-2.1 MW- (SEE PLAN AND - - DOOR/STOREFRONT SCHED.) (SEE ARCH. DWGS.) SIDEWALK SIDEWALK (SEE CIVIL DWGS.) - — 8x8 CONC. CAP BM. (SEE CIVIL DWGS.) - REINF. W/ 2#5 CONT. i +0'-0„ MW- (SEE PLAN AND \ - COMPACTED SCHED.) --,, - COMPACTED SOIL SOIL --- MASONRY T.O. FTG. LAP SPLICE rik T.O. FTG. (SEE SCHED.INV SEE PLAN SEE PLAN ON S-1.1) WF- - • - WF- * (SEE PLAN_ (SEE PLAN AND SCHED.) AND SCHED.) 3" CLEAR 3" CLEAR I (TYP.) -- J COMPACTED SOIL (TYP.) - COMPACTED SOIL SECTION 1 3/4" = 1'-0" S-3.0 OIL T.O. CONC. +19'-0" T.O. STL. +18'-2" PL5/16x3-1 /2x1'-3" W/ (5) 3/4"0 A325N BOLTS --- O NOTE: STL. ROOF DECK AND SUPPORT ANGLE NOT SHOWN SECTION 3/4" = 1'-0" 0 CONC. CAP BM. W/ 2#5 CONT. SECTION 2 3/4" = 1'-0" �3_ M W- (SEE PLAN AND SCHED.) (TYP.) RB- (SEE PLAN AND SCHED.) PL3/4xl2x2'-0" EMBED. PL W/ (6) 3/4"0 x U-5" LONG WELDED HEADED SHEAR STUDS STL. BM. (SEE PLAN) (TYP.) TC- (SEE PLAN AND SCHED.) T.O. CONC. +19'-0" T.O. STL. +18'-2" RB- (SEE PLAN AND SCHED.) PL5/16x3-1 /2xl W/ (5) 3/4"0 A325N BOLTS CONC. COL. (SEE PLAN AND SCHED.) MW- — 1/2" CONT. JOINT (SEE PLAN AND MATERIAL P- SCHED.) --- — _ (SEE PLAN - CONC. AND SCHED.) SIDEWALK SLAB -ON -GROUND #5 x 6-0" ADD'L — (SEE CIVIL DWGS.) - \ (SEE PLAN)IUA +0'-0" IL PL3/4xl2xl'-0" W/ (4) 3/4"0 COMPACTED HILTI KWIK BOLT TZ @ 8" O.C. `l MASONRY LAP SPLICE SOIL EA. WAY (MIN. 4-7/26" EMBED) - (SEE SCHED. ON S-1.1) 3" UNDER -SLAB 1" NON -SHRINK, NON-METALLIC VAPOR -GAS BEARING GROUT Jk T.O. FTG. RETARDER (TURN -_ SEE PLAN UP 1" AT CMU) •� - • WF- - (SEE PLAN � AND SCHED.) 3" CLEAR � � ' -�, (TYP.) --- COMPACTED SOIL SECTION 3 3/4" = 1 '-0" S-3.0 I, NOTE: STL. ROOF DECK AND SUPPORT ANGLE NOT SHOWN SECTION 3/4" = 1'-0" S-3.0 i i I HSS6x6x3/8 1/2" CONT. JOINT MATERIAL i — CONC. SLAB -ON -GROUND { (SEE PLAN) #5 CONT. (TYP.) i x i COMPACTED SOIL - -- UNDER -SLAB VAPOR -GAS RETARDER 3" CLEAR (TYP.)' F- COMPACTED (SEE PLAN AND SOIL SCHED.) SECTION 4 3/4" = 1'-0" S-3.0 (2) S-MD #14-20-1" HWH #3 POINT HILTI BI-METAL KWIK FLEX SCREW (OR APPROVED EQUAL) @ 12" O.C. @ EA. TRACK TO HSS (TYP.) S-MD #12-14-1" HWH #3 POINT HILTI BI-METAL KWIK FLEX SCREW (OR MW_ APPROVED EQUAL) @ EA. (SEE PLAN FLG. EA. STUD (TYP.) AND SCHED.) PL3/4xl4xl'-10" EMBED. PL W/ (4) 3/4"0 x 0'-5" LONG WELDED HEADED SHEAR STUDS (2) S-MD #14-20-1-1/2" HWH RB- #3 POINT HILTI BI-METAL (SEE PLAN KWIK FLEX SCREW (OR AND SCHED.) EQUAL) @ 12" O.C. STL. BM. (SEE PLAN) M W- E (SEE PLAN AND SCHED.) SECTION 1-1/2" = 1'-0" 3" -- WINDOW (SEE ARCH. DWGS.) 09LT.O. CONC. � SEE ARCH. DWGS. (SEE PLAN & SCHED.) M W- (SEE PLAN AND SCHED.) LANDSCAPING (SEE CIVIL DWGS.) -- i MASONRY LAP SPLICE (SEE SCHED. ON S-1.1) - T.O. FTG. SEE PLAN i O II i I I I 0o I - COMPACTED SOIL WF- (SEE PLAN AND SCHED.) 3" CLEAR,_* (TYP.) -- 1- - - - COMPACTED SOIL SECTION 5 3/4" = 1'-0" �3_ 3/16 8 8 CON AP BM (2) PL1/4x3x0'-5-1/2" (GALV.) MN0 0 0 OM �:z < Ld 0 U O SEAL: 4� n. t� ` M4'a✓ O U) .,�°� j Z G U f %' r. STRUCTURAL ENGINEERS ar?f�' 5040 NW 7th Street, Suite 820 N'" 32092 Miami, Florida 33126 _ PH. 305 461-3450 d inbox@douglaswood.biz www-douglaswood.biz _�f AN, #5 CONT. (TYP.) DOUGLAS WOOD, P.E. CONC. FL P.E. #32092 SLAB -ON -GROUND (SEE PLAN) +0'-0" I - TE-8 (TYP.) 8„ COMPACTED SOIL - UNDER -SLAB VAPOR -GAS SECTION RETARDER 6 3/4" = 1'-0" W 3/18-p— x C. C g 1/4" THICK CAP PL. PL5/16x3-1/2x1'-3" W/ W/ (2) #5 CONT. -`- �` - �, HSS6x2x1/4 (FLAT) (GALV.) (5) 3/4"0 A325N if --tt i_ _ _ _ _ _ 1/4 BOLTS (TYP.) - - - - (TYP.) 1/4 - STEEL ROOF DECK CONT. HSS 6x2xl/4 I (SEE PLAN) (GALV.) - - - -- L3-1 /2x3-1 /2x5/16x0 -6 LONG (GALV.) W/ (2) 5/8"0 60OT125-43 (G90) (TYP. @ (2) 3/4"0 x 4" LONG --PL1/2x8x0'-8" A325N COUNTERSUNK WELDED HEADED TOP & BOTT.) (GALV.) BOLTS (GALV.) @ 3" O.C. SIN r I SHEAR STUD @ EMBED. (TYP. EA. LEG) 3-1/2" O.C. PLATE I I I 5/8" PLYWOOD I I M I SHEATHING (SEE 11 MW M GENERAL - STRUCTURAL (SEE PLAN NOTES" No. 23) AND SCHED.) -- 600S137-43 (G90) @ 12" O.C. (TYP.) BRIDGING AT PLYWOOD PANEL EDGES (TYP.) - STEEL ROOF DECK (SEE PLAN) I I 2" MIN. BEARING (TYP.) WT6x36 T.O. PARAPET EL (SEE PLAN) T - C- (SEE PLAN AND SCHED.) - DOOR/STOREFRONT CONC. CAP BM. W/ (SEE ARCH. DWGS.) 2#5 CONT. W_ 2#5 CONT. T.O. PARAPET (SEE PLAN AND CONC. r - IF-- - ELSCHED.) ( SEE PLAN) SIDEWALK SLAB -ON -GROUND SIDEWALK (SEE CIVIL DWGS.) (SEE PLAN) (SEE CIVIL DWGS.) - - #4 x T-0" @ 12" O.C. — MW HOOKED BAR +0'-0" (SEE PLAN AND oo x J� SCHED.) (TYP.) -RB- {� MW--' �II (SEE PLAN AND (SEE PLAN AND _L SCHED.) (TYP. -- -- COMPACTED COMPACTEDSCHED.) SOIL SOIL CONC. LAP T.O. FTG. -UNDER-SLAB T.O. FTG. SPLICE SEE PLAN VAPOR -GAS RETARDER (TURN SEE PLAN (SEE SCHED. 1" INTO CMU) ON S-1.1) .- WF- WF- E N (SE PLAN - (SEE PLAN - _ � -- i AND SCHED.) II 3" CLEAR ! AND SCHED. 3" CLEAR 'r '�f �` (TYP.) --- -- (TYP.) ---�- - COMPACTED SOIL COMPACTED SOIL SECTION SECTION SECTION 15 13 14 3/4" = 1'-0" S-3.0 3/4" = 1'-0" S-3.0 3/4" = 1'-0" S-3.0 MASONRY LAP SPLICE (SEE SCHED. ON S-1.1) --- �I �V BM- `- (SEE PLAN AND SCHED.) -' M W- (SEE PLAN AND SCHED.) I I �IcV I I SEE TYPICAL DETAIL I I 8/S-1.2 FOR ADD'L INFO. \'-STEEL JOIST 1 STL. BM. HSS 6x3xl/4 (GALV.) (SEE PLAN) - -2 I (SEE PLAN) (TYP.) (TYP.) (TYP.) 3/16 7T - STEEL ROOF DECK (SEE PLAN) :N I \ I 3/8" THICK STIFF. PL (TYP.) 3/16 3/16 --- (TYP.) WT- WT- (SEE PLAN) (SEE PLAN) MW_ L3-1/2x3-1/2x5/16x0'-10" 3/16 (SEE PLAN LONG W/ (2)1/2"0 HILTI AND SCHED.) SIN _ KWIK BOLT TZ W/ 3-5/8" `r EMBED. N SECTION 11 3/4" = 1'-0" �3. 3/16 N R B- (SEE PLAN AND SCHED.) - MW- (SEE PLAN AND SCHED.) STL. COL. (SEE PLAN) SECTION 7 3/4" = 1'-0" S-3.0 - SEE TYPICAL DETAIL - WT- (BEYOND) 9/S-1.2 FOR ADD'L INFO. / (SEE PLAN) -- STEEL ROOF DE 3/16v- (SEE PLAN) i 4 L 3/16 l 3/16 STEEL JOIST � - L6x4x5/16 (COPE (SEE PLAN) LEG AT JOIST) L3-1 /2x3-1 /2x5/16x0'-10" LONG W/ (2)1/2"0 HILTI KWIK BOLT TZ W/ 3-5/8" EMBED. SECTION 12 3/4" = 1'-0" �3. 10.30.20 1 ISSUED FOR BID O � ZOUM N M Q 2 ce 50 W~ U wj Z W a W wv 0. CnQ U) W O m �L CZ O W Q ° w Z> LV W _1 C) oa. p CD O Cn W d' Q QW O 0 L0 J = � Z M M� W 0 Q L Q � OLL Wg OC 0 ce a� °_ J OVW MI LLI cc > Z Q = 0=W ILIL CL C� 0. N 0W = 19N L Job Number: 20009 File name: Issued Date: 10.30.20 Drawn by: R.B. Checked by: R.S. SHEET NAME SECTIONS AND DETAILS SHEET NUMBER S-3.0 350T125-33 (G90) (TYP. T.O. PARAPET = @ TOP & BOTT.) EL. +21'-0" CONC. CAP BM. co • • w/ 2 #5 CONT. 350S137-33 (G90) @ 16" O.C. 1/4"0 HILTI KWIK-CON MW_ II+ SCREWS W/ (SEE PLAN AND KWIK-COTE (OR SCHED.) APPROVED EQUAL) ' @ 12" O.C. (1" MIN. / SEE TYPICAL DETAIL EMBED.) 8/S-1.2 FOR ADD'L INFO. STEEL ROOF DECK BRIDGING AT (SEE PLAN) PLYWOOD PANEL EDGES (TYP.) - - T.O. CONC. BM. EL. SEE SCHED. 5/8" PLYWOOD SHEATHING (SEE "GENERAL STRUCTURAL NOTES" No. 23) RB- (SEE PLAN / & SCHED.) B.O. STUD FRAMING �_ STEEL JOIST MW (SEE PLAN) EL. SEE ARCH. (SEE PLAN AND SCHED.) SECTION 1 T.O. PARAPET CONC. CAP BM. EL. +23'-2" w/ 2 #5 CONT. 00 M W- (SEE PLAN AND SCHED.) T.O. CON( EL. SEE S RB- (SEE PLAN & SCHED.) MW- (SEE PLAN AND SCHEI CANOPY SYSTEM TO BE DESIGNED BY SPECIALTY ENGINEER /i t EL. +10'-0" --STOREFRONT (SEE ARCH. DWGS.) SECTION 6 j1 T.O. SCREEN WALL EL. SEE PLAN HSS6x2x1/4 (FLAT) (GALV.) BRIDGING AT STL. DIA. BRACE ELEV---. NOTE: SEE DETAIL 10/S-3.0 FOR ROOFTOP SCREEN WALL ADD'L INFO. 14' PL3/8x3x CONT. PL. EXTENSION 2" MIN. BEARING (TYP.) 3/8" STIFF. PL. EA. SIDE OF WEB @ 16" O.C.' STEEL JOIST (SEE PLAN) � (TYP.) --PL3/8x5x CONT. �' PL. EXTENSION 3/16 (TYP.) 3/16 rik T.O. PARAPET EL. +21'-0" 00 T.O. CONC. BM. P IRV EL. SEE SCHED. , RB- (SEE PLAN & SCHED.) CANOPY SYSTEM TO BE DESIGNED BY SPECIALTY ENGINEER CONC. CAP BM. w/ 2 #5 CONT. MW- (SEE PLAN AND SCHED.) STEEL ROOF DECK (SEE PLAN) —STEEL JOIST MW- (SEE PLAN) (SEE PLAN AND SCHED.) SECTION 2 SECTION 3/4" = 1'-0" STEEL ROOF DECK (SEE PLAN) PL3/8x4x0'-4" (T,P) 3/16 �(TYP.) 3/16 3/16 L2x2x1 /4 TYP.) STEEL JOIST (SEE PLAN) /! I rik T.O. PARAPET EL. +24'-8" 00 T.O. CONC. BM. EL. SEE SCHED. RB- (SEE PLAN & SCHED.) rik T.O. PARAPE EL EL. +21'-0" `- 00 T.O. CONC. BM. EL. +19'-0" RB- (SEE PLAN & SCHED.) -- MW- (SEE PLAN AND SCHED.) CONC. CAP BM W/ 2 #5 CONT. T.O. PARAPET EL. +21'-0" 00 CONC. CAP BM. w/ 2 #5 CONT. MW- ' (SEE PLAN AND T.O. CONC. BM. SCHED.) IRV EL. +19'-0" SEE TYPICAL DETAIL i 9/S-1.2 FOR ADD'L INFO. RB- STEEL ROOF (SEE PLAN DECK & SCHED.) PLAN) (SEE EXTERIOR STUD WALL (SEE 1/S-3.1 FOR ADD'L INFO.) STEEL JOIST (SEE PLAN) - SECTION 3 MW- (SEE PLAN AND SCHED.) SEE TYPICAL DETAIL 8/S-1.2 FOR ANCHOR SPACING STEEL ROOF DECK (SEE PLAN) STEEL JOIST (SEE PLAN) —GROUT CMU CELLS SOLID AT CANOPY ANCHORS (COORD. W/ SPECIALTY ENGINEER) MW- (SEE PLAN AND SCHED.) �- CB - (SEE PLAN & SCHED.) B.O. CONC. BM EL. +10'-0" STOREFRONT (SEE ARCH. DWGS.) T.O. ROOFTOP I� SCREEN WALL EL. SEE PLAN ®I® it I I� ' I I o &) � I 3/16 0 1 3/16 3/16 9 PL3/4x5x0'-8" (GALV.) 3/16 14� 1 j 3/16 CONC. CAP BM. Z w/ 2 #5 CONT. MW- / (SEE PLAN AND SCHED.) STEEL ROOF DECK I (SEE PLAN) STEEL JOIST (SEE PLAN) - M W- SEE PLAN BRAMING AND SCHED) EL. SEE ARCH. SECTION 4 HSS6x2x1A (FLAT) (GALV.) L3-1/2x3-1/2x5/16x0'-6" LONG (GALV.) W/ (2) 3/4"0 A325N BOLTS (GALV.) @ 3" O.C. (TYP. EA. LEG) -- HSS6x3x1/4 (GALV.) 3/16 3/16 V T-0" HSS3x3x1/4 (GALV.) 3/16 T.O. PARAPET INV EL. +23'-2" T.O. CON( MV EL. +19'-0' RB- (SEE PLAN & SCHED.) MW- (SEE PLAN AND SCHEI CANOPY SYSTEM TO BE DESIGNED BY SPECIALTY ENGINEER CONC. CAP BM. w/ 2 #5 CONT. M W- (SEE PLAN AND SCHED.) CB - (SEE PLAN & SCHED.) B.O. CONC. BM. EL. +10'-0" STOREFRONT A (SEE ARCH. DWGS.) SECTION 5 3/4" — 1' 0" S 3 1 �- (2) PL 3/8x8x0'-8" (GALV.) W/ (4) 3/4"0 A325N BOLTS (GALV.) @ 5" O.C. EA. WAY i HSS3x3x1/4 (GALV.) STEEL ROOF DECK 3/16 (SEE PLAN) WT- 3/16 (SEE PLAN) 3/16 3/8" STIFF. PL 3/16 EA. SIDE OF % 3/16 WEB STEEL JOIST STEEL JOIST (SEE PLAN) (SEE PLAN) i SECTION r8 1" = 1'-0" S-3.1, T.O. PARAPET IRV EL. +24'-8" 00 'k T.O. CONC. BM. EL. SEE SCHED RB- (SEE PLAN & SCHED.) DesignTeq,. intemation Associates, Inc_ AA26001933 Architecture • Planning • Interior Design 14125 N W 801h Ave. 'Suite 303 Miarnl Lakes, F] 33016 T. 786-235-9097 F . 305-362-4420 dtimfo@tttiarchitect com www dbarehites.t com U rOn SEAL: (i(� �!��` 00) < v v -Z •. STRUCTURAL ENGINEERS lo. 5040 NW 7th Street, Suite 820 0 ,t Miami, Florida 33126 PH. 305 461-3450 "Al inbox@douglaswood.biz www.douglaswood.biz a���mod°.' :ii�;; � 6 V �[ DOUGLAS WOOD, P.E. FL P.E. #32092 CONC. CAP BM. W/ 2 #5 CONT. MW- (SEE PLAN AND SCHED.) STEEL ROOF DECK (SEE PLAN) —STEEL JOIST (SEE PLAN) GROUT CMU CELLS CANOPY SYSTEM SOLID AT CANOPY TO BE DESIGNED ANCHORS (COORD. W/ BY SPECIALTY SPECIALTY ENGINEER) ENGINEER -- MW- (SEE PLAN AND SCHED.) CB - (SEE PLAN & SCHED.) B.O. CONC. BM EL. +10'-0" CB - (SEE PLAN & SCHED.) B.O. CONC. BM. EL. +T-0" STOREFRONT (SEE ARCH. SECTION 9 DWGS.) 3/4" = 1'-0" S-3.1 10.30.20 1 ISSUED FORBID O C) aO N LU M ~_ a WZ �W wU. �_ a2 U) W iiiiiiim O m �G o � OW Q wa w Z W J 0 0. Q O W Q Z_IL~IL Z w a� p 0 lj W� Z M M� W 1a. Q J 0 >- 0 Q W � LL W O 0. J � 0 0 QVW M� y Z Q = � O=W ti �0.t� �CL �N W OW 19N = L Job Number: 20009 File name: Issued Date: 10.30.20 Drawn by: R.B. Checked by: R.S. SHEET NAME SECTIONS AND DETAILS (TYP) 3/16 SECTION 1 " = 1'-0" NOTE: SHEET NUMBER SEE S-1.2 FOR TYPICAL STEEL JOIST DETAILS S-3.1 I I A IIII I 1 'ol 1=1"II! 11 1 1 II' 1' 11 1! I I 11 11111 1 1 1 I 1 1 IN _Lill 1''11VIIJ ' 1 MI = I©Ilm E mi©'© 2" 8' 2'-6" 28'-7" \l 31'-3 1'42'-0" 0 N e 9 4- nTec1�1 n, - -ia t � Associates, Inc. AA26001933 Architectute • Planning a Interior Design 14125 N. W 801h Ave Suite 303 Miami Dices, Fi 33016 T_ 786-235-9097 F . 305-362-4420 dtllntc;I(c otiarchliect corn www dtiarchitect com kj U 0 SEA;```��PS SCOTT°<<< v .� a {[ /yr STRUCTURAL ENGINEERS No. 3,20a2 5040 17th Street, Suite 820 Miami, Florida 33126 PH. 305 461-3450_e ' inbox@douglaswood.biz www.douglaswood.biz 's��.,'�-i,\•°; DOUGLAS WOOD, P.E. FL P.E. #32092 �)-- i��A���i�'I �i� - - - - - -- - --- \ \\ 1110.30.20� ISSUED FOR BID i� N co DESIGN WIND PRESSURES FOR ROOFING SYSTEM & FOR STEEL ROOF JOISTS 3/16" = 1'-0" N DESIGN WIND PRESSURES FOR STEEL JOISTS ZONE 1 ZONE 2 ZONE 3 AREA PULT (PSF) PASD (PSF) PULT (PSF) PASD (PSF) PULT (PSF) PASD (PSF) 20 SF -41.7 16.3 25.0 9.8 -64.1 37.4 - 38.5 22.4 - 64.1 37.4 38.5 22.4 30 SF -41.0 16.0 -24.6 9.6 -59.6 36.4 -35.8 21.8 -59.6 36.4 -35.8 21.8 40 SF -40.6 16.0 -24.4 9.6 -56.5 35.7 -33.9 21.4 -56.5 35.7 -33.9 21.4 50 SF -40.2 16.0 -24.1 9.6 -54.0 35.1 -32.4 21.1 -54.0 35.1 -32.4 21.1 60 SF -39.9 16.0 -23.9 9.6 -52.0 34.7 -31.2 20.8 -52.0 34.7 -31.2 20.8 70 SF -39.7 16.0 -23.8 9.6 -50.3 34.3 -30.2 20.6 -50.3 34.3 -30.2 20.6 80 SF -39.5 16.0 -23.7 9.6 -48.8 33.9 -29.3 20.3 -48.8 33.9 -29.3 20.3 90 SF -39.3 16.0 -23.6 9.6 -47.5 33.6 -28.5 20.2 -47.5 33.6 -28.5 20.2 >100 SF -39.1 16.0 -23.5 9.6 -46.4 33.3 -27.8 20.0 -46.4 33.3 -27.8 20.0 DESIGN WIND PRESSURES FOR ROOFING SYSTEM DESIGN WIND LOAD NEGATIVE (PSF) POSITIVE (PSF) PULT. PASD PULT. PASD ZONE 1 -42.8 -25.7 +17.4 +10.4 ® ZONE 2 -71.7 -43.0 +39.1 +23.5 ZONE 3 -71.7 -43.0 +39.1 +23.5 a=6'-9" ROOFING NOTES: DESIGN WIND PRESSURES (PERPENDICULAR TO SURFACE) FOR ROOFING ARE INDICATED ON ROOF PLAN (NEGATIVE VALUES = WIND PRESSURE AWAY FROM SURFACE) IN ACCORDANCE WITH ASCE 7-10 COMPONENTS & CLADDING [RISK CATEGORY II, 137 MPH ULTIMATE WIND SPEED; DIRECTIONALITY FACTOR Kd = 0.85. EXPOSURE C; INTERNAL PRESSURE COEFFICIENTS = t0.18]. BOTH ULTIMATE PRESSURES AND ALLOWABLE PRESSURES (0.6 x PULT) ARE INDICATED ON SCHEDULE ABOVE. IL o r d. -� N CV)a0~a C� 19 F) a 2 p9 v, - R o WZwLL �W �_ Q� ;a _L mw -m o � OW MJ wa a .4 Z> W -ja v�- Q w ,� IIIIIIII Ia� ZL~ ate. OQW �� J = � Z M m�IL ao >- JZ� QOD H0 wu. 0 R W OC 0 IL J Z a = O=W IL IL �CL W N OW = 19N IL Job Number: 20009 File name: Issued Date: 10.30.20 Drawn by: R.B. Checked by: R.S. SHEET NAME DESIGN WIND PRESSURES FOR ROOFING SYSTEM & STL. ROOF JOISTS SHEET NUMBER S-4.0 ZONE 5 ZONE 4 ZONE 5 I _ - - _ - - - - - _ - _ _ _ - - - _ - - - - - Y { / / / 11 SOUTH ELEVATION 3/16" = 1'-0" ZONE 5 ZONE 4 a / EAST ELEVATION 3/16" = 1'-0" ZONE 5 --- a - NORTH ELEVATION 3/16" = 1'-0" 7nNF F, 7nNF 4 ZONE 5 WEST ELEVATION 4; 0 DESIGN WIND PRESSURES FOR WINDOWS, DOORS AND CLADDING COMPONENTS ZONE 4 ZONE 5 AREA PULT (PSF) PASD (PSF) PULT (PSF) PASD (PSF) 10 SF -42.4 39.1 -25.4 23.5 -52.2 39.1 -31.3 23.5 20 SF -40.7 37.4 -24.4 22.4 -48.7 37.4 -29.2 22.4 30 SF -39.6 36.4 -23.8 21.8 -46.7 36.4 -28.0 21.8 40 SF -38.9 35.7 -23.3 21.4 -45.2 35.7 -27.1 21.4 50 SF -38.4 35.1 -23.0 21.1 -44.1 35.1 -26.5 21.1 60 SF -37.9 34.7 -22.7 20.8 -43.2 34.7 -25.9 20.8 70 SF -37.5 34.3 -22.5 20.6 -42.4 34.3 -25.4 20.6 80 SF -37.2 33.9 -22.3 20.3 -41.8 33.9 -25.1 20.3 90 SF -36.9 33.6 -22.1 20.2 -41.2 33.6 -24.7 20.2 100 SF -36.6 33.4 -22.0 20.0 -40.7 33.4 -24.4 20.0 DESIGN WIND PRESSURES FOR EXTERIOR WINDOWS, DOORS, AND CLADDING: DESIGN WIND PRESSURES (PERPENDICULAR TO SURFACE) FOR ALL WINDOWS, DOORS AND CLADDING ARE INDICATED (NEGATIVE VALUES = WIND PRESSURE AWAY FROM SURFACE & POSITIVE VALUES = WIND PRESSURE TOWARDS SURFACE) IN ACCORDANCE WITH ASCE 7-10 COMPONENTS & CLADDING [RISK CATEGORY II; 137 mph ULTIMATE WIND SPEED; DIRECTIONALITY FACTOR Kd = 0.85; EXPOSURE C; INTERNAL PRESSURE COEFFICIENTS = t 0.18]. BOTH ULTIMATE PRESSURES AND ALLOWABLE PRESSURES (0.6 x Pult) ARE INDICATED ON SCHEDULE ABOVE. P• tesignTed nternationa, kssocaatas, 111e . AA26001933 ,JVchitecture • Planning a Interior Design 14125 N W a0lb Ave- Suite 303 Miami Lakm Ft, 33016 T_ 786-235-7 F . 305-362-4420 rltilnfo@atiarchitect corn dt►architect c om SEAL: SC or \GEIVSF° . No. 32092 �. STAI OF 0P�iaL DOUGLAS WOOD, P.E. FL P.E.#32092 10.30,20 1 ISSUED FOR BID O r Z O ~2a Q t' Cn I.L wj W~ �W W_ Q � � L) to W O m 0 LLI Q � Z Lij J W v F- q Qw H O QZ t� Z p 0 W W o J=v ZM �U)Q °o m�L �� -SOH �o LULL H O a �; � � 06 O OC J 0 M U) Z Q = O = W �W L L V = N OW W N = L Job Number: 20009 File name: Issued Date: 10.30.20 Drawn by: R.B. Checked by: R.S. SHEET NAME DESIGN WIND PRESSURES FOR DOORS, WINDOWS & CLADDING SHEET NUMBER S-4.1 3/16" = 1'-0" ZONE WIDTH I _ I - - 1 -11, , , , 1 n ,, T' P 1 F• , 1.. '74 111.v.V '---- ' .1 1 -1 1 - ' - , I , I I I H.V.A.C. GENERAL NOTES: ALL WORK SHALL BE DONE IN ACCORDANCE WITH 2O17 FLORIDA BUILDING CODE, 2015 NFPA-101, 2015 NFPA-1, 2015 NFPA-70. 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. AIR FILTERS SHALL BE INSTALLED ON ALL RETURN AIR EQUIPMENT INLETS. PROVIDE AN EXTRA FILTER, INSTALL AT END OF CONSTRUCTION. 8. 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. 9. PROVIDE MAIN CONDENSATE DRAIN AND AUXILLIARY DRAIN PAN (AUXILIARY DRAIN PAN SHALL BE EQUIPPED WITH A WATER -LEVEL DETECTION DEVICE THAT WILL SHUT OFF THE EQUIPMENT SERVED PRIOR TO OVERFLOW OF THE PAN AS PER FMC 2014 SECTION 307.2.3) FOR ALL AIR CONDITIONING UNITS AND DRAIN TO EXTERIOR PERMEABLE SOIL OR AS SHOWN ON THE PLANS. 10. AIR CONDITIONING CONDENSATE PIPING AND FITTINGS SHALL BE PVC OR DWV ( ASTM-D2662). COPPER IN PLENUM AREAS. ALL INTERIOR CONDENSATE PIPING IN UNCONDITIONED SPACES SHALL BE WRAPPED WITH A MINIMUM 1/2" SELF SEALING INSULATING FOAM JACKET. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY CONTROLS FOR THE OPERATION OF THE HVAC SYSTEM. 11. MAINTAIN 4" MINIMUM CLEARANCE AROUND ALL AIR HANDLING UNITS. 12. THERMOSTAT MUST BE PROGRAMMABLE TO BE ABLE TO SET THE TEMPERATURE BACK (OR OFF) WHEN SPACE IS UNOCCUPIED OR AT OTHER TIMES AS NEEDED BY USER. 13. ALL MATERIAL EXPOSED WITHIN PLENUM MUST BE NON COMBUSTIBLE OR RATED 25/50 FLAME SPREAD. 14. ALL AIR CONDITIONING AND VENTILATION DUCTS MUST CONFORM WITH SMACNA STANDARDS AND ALL LOCAL CODES. DUCT DROPS TO CEILINGS MAY BE INSULATED FLEXIBLE DUCT AS INDICATED ON THE HVAC PLAN. "FLEX" DUCTS SHALL BE FULLY EXTENDED AND OPEN. FIBERGLASS DUCT INSULATION VALUE SHALL BE MIN. R-6 IN ATTICS AND MIN. R-4.2 IN AIR CONDITIONED SPACE. 15. ALL VENTILATION DUCTWORK SHALL BE GALVANIZED SHEET METAL 16. DUCT SIZES SHOWN OR INDICATED ON DRAWINGS ARE INSIDE CLEAR DIMENSIONS. 17. HANGERS SHALL BE PROVIDED IN ACCORDANCE WITH S.M.A.C.N.A. RECOMMENDATIONS. 18. AIR DISTRIBUTION ACCESSORIES SHALL BE AIR GUIDE, ANEMOSTAT, TITUS, OR APPROVED EQUAL. ALL SUPPLY A.C. DUCT ELBOWS MUST BE FURNISHED WITH APPROVED TURNING VANES. BRANCH TAKEOFFS MUST BE PROPORTIONAL SPLITS. 19. THE OWNER SHALL APPROVE THE FINISH COLOR OF ALL EXPOSED AIR DISTRIBUTION DEVICES. 20. PROVIDE FIRE DAMPERS IN ALL DUCTS PASSING THROUGH FIRE DIVISION ASSEMBLIES. FIRE DAMPERS MUST HAVE FIRE RATING EQUAL TO OR GREATER THAN THE PENETRATED ASSEMBLY RATING. FIRE DAMPER INSTALLATIONS SHALL COMPLY WITH ALL LOCAL CODES. PROVIDE ACCESS PANEL TO ALL FIRE DAMPERS. 21. ELECTRIC STRIP HEATERS SHALL BE BLAST COIL TYPE WITH NICKEL CHROMIUM WIRE AND INSULATING BUSHINGS FACTORY MOUNTED AND WIRED INCLUDING ALL HEAT LIMITERS, HOGH LIMIT SWITCHES, AND CONTRACTORS IN ACCORDANCE WITH THE "NATIONAL ELECTRIC CODE". 22. EXHAUST FANS SHALL HAVE THE CAPACITIES AS STATED ON THE DRAWINGS AND BE PROVIDED WITH BACK DRAFT DAMPER, BIRD SCREEN. 23. 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. 24. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS FOR SUBSTITUTIONS BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. 25. AIR DISTRIBUTION SYSTEM TESTING, ADJUSTING AND BALANCING. A WRITTEN BALANCE REPORT SHALL BE PROVIDED TO THE OWNER OR THE DESIGNATED REPRESENTATIVE OF THE BUILDING OWNER FOR WAC SYSTEMS SERVING ZONES WITH A TOTAL CONDITIONED AREA EXCEEDING 5000 SQUARE FEET. AIR DISTRIBUTION SYSTEMS SHALL BE TESTED, ADJUSTED, AND BALANCED BY AN ENGINEER LICENSED IN THIS STATE OR A COMPANY OR INDIVIDUAL HOLDING A CURRENT CERTIFICATION FROM A RECOGNIZED TESTING AND BALANCING AGENCY ORGANIZATION IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING STANDARDS. EXCEPTIONS: 1. BUILDINGS WITH COOLING OR HEATING SYSTEM CAPACITIES OF 15 TONS OR LESS PER SYSTEM MAY BE TESTED AND BALANCED BY A MECHANICAL CONTRACTOR LICENSED TO DESIGN AND INSTALL SUCH SYSTEM(S). 2. BUILDINGS WITH COOLING OR HEATING SYSTEM CAPACITIES OF 65,000 BTU/H OR LESS PER SYSTEM ARE EXEMPT FROM THE REQUIREMENTS OF THIS SECTION. AIR SYSTEM BALANCING SHALL COMPLY WITH FBC 2017 ENERGY CONSERVATION 6TH EDITION SECTION C408.2.2. 26. AS PER FBC 2017 ENERGY CONSERVATION 6TH EDITION SECTION C408.2.5.2, AN OPERATING AND MAINTENANCE MANUAL SHALL BE PROVIDED TO THE BUILDING OWNER BY THE MECHANICAL CONTRACTOR. THE MANUAL SHALL INCLUDE, AT LEAST, THE FOLLOWING: 1. EQUIPMENT CAPACITY (INPUT AND OUTPUT) AND REQUIRED MAINTENANCE ACTIONS. 2. EQUIPMENT OPERATION AND MAINTENANCE MANUALS. 3. WAC SYSTEM CONTROL MAINTENANCE AND CALIBRATION INFORMATION, INCLUDING WIRING DIAGRAMS, SCHEMATICS, AND CONTROL SEQUENCE DESCRIPTIONS. DESIRED OR FIELD -DETERMINED SET POINTS SHALL BE PERMANENTLY RECORDED ON CONTROL DRAWINGS, AT CONTROL DEVICES OR, FOR DIGITAL CONTROL SYSTEMS, IN PROGRAMMING COMMENTS. 4. A COMPLETE WRITTEN NARRATIVE OF HOW EACH SYSTEM IS INTENDED TO OPERATE. 27. ALL PIPING SERVING AS PART OF A HEATING OR COOLING SYSTEM SHALL BE THERMALLY INSULATED IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION 6TH EDITION SECTION C403.2.10. 28. 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. 29. SMOKE DETECTORS ARE REQUIRED ON ALL PRIMARY AIR CONDITIONING SYSTEMS WHERE TOTAL AIR VOLUME EXCEEDS 2,000 C.F.M. (FBC-MECHANICAL 2017, SECTION 606.2.2) A DUCT ACCESS DOOR IS REQUIRED TO ACCESS THE DETECTOR. 606.4 CONTROLS OPERATION. UPON ACTIVATION, THE SMOKE DETECTORS SHALL SHUT DOWN THE AIR DISTRIBUTION SYSTEM. AIR DISTRIBUTION SYSTEMS THAT ARE PART OF A SMOKE CONTROL SYSTEM SHALL SWITCH TO THE SMOKE CONTROL MODE UPON ACTIVATION OF A DETECTOR. 606.4.1 SUPERVISION. THE DUCT SMOKE DETECTORS SHALL BE CONNECTED TO A FIRE ALARM SYSTEM WHERE A FIRE ALARM SYSTEM IS REQUIRED BY THE FLORIDA FIRE PREVENTION CODE. THE ACTUATION OF A DUCT SMOKE DETECTOR SHALL ACTIVATE A VISIBLE AND AUDIBLE SUPERVISORY SIGNAL AT A CONSTANTLY ATTENDED LOCATION. EXCEPTIONS: 1. THE SUPERVISORY SIGNAL AT A CONSTANTLY ATTENDED LOCATION IS NOT REQUIRED WHERE THE DUCT SMOKE DETECTOR ACTIVATES THE BUILDING'S ALARM -INDICATING APPLIANCES. 2. IN OCCUPANCIES NOT REQUIRED TO BE EQUIPPED WITH A FIRE ALARM SYSTEM, ACTUATION OF A SMOKE DETECTOR SHALL ACTIVATE A VISIBLE AND AUDIBLE SIGNAL IN AN APPROVED LOCATION. DUCT SMOKE DETECTOR TROUBLE CONDITIONS SHALL ACTIVATE A VISIBLE OR AUDIBLE SIGNAL IN AN APPROVED LOCATION AND SHALL BE IDENTIFIED AS AIR DUCT DETECTOR TROUBLE. 30. AS PER FBC 2017 ENERGY CONSERVATION SECTION 6TH EDITION SECTION C403.2.4.3 (SHUTOFF DAMPERS CONTROL) PROVIDE MOTORIZED DAMPERS INSTALLED WITH AUTOMATIC CONTROLS CONFIGURED TO CLOSE WHEN THE SYSTEMS OR SPACES SERVED ARE NOT IN USE OR DURING UNOCCUPIED PERIOD WARM-UP AND SETBACK OPERATION. 31. GRAVITY HOODS, VENTS, AND VENTILATORS. ALL OUTDOOR AIR SUPPLY AND EXHAUST HOODS, VENTS, AND VENTILATORS SHALL BE EQUIPPED WITH DAMPERS THAT WILL AUTOMATICALLY SHUT WHEN THE SPACES SERVED ARE NOT IN USE. EXCEPTION: VENTILATION SYSTEMS SERVING UNCONDITIONED SPACES. 32. MINIMUM DUCT INSULATION R-VALUES, HEATING AND COOLING SUPPLY AND RETURN DUCTS SHALL BE PER FBC 2017 ENERGY CONSERVATION 6TH EDITION TABLE C403.2.9.1. 33. 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. 34. 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. 35. 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. 36. ANY INTAKE OPENINGS SHALL BE LOCATED A MINIMUM OF 1OFT, FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT SOURCE. 37. FURNISH AND INSTALL ALL REQUIRED SCREENING FOR TENANT'S STANDARD ROOFTOP -MOUNTED EQUIPMENT SUFFICIENT TO MEET APPLICABLE LOCAL COVENENTS, CODES AND ORDINANACES FOR TENANT'S INTENDED USE. NO ROOF MOUNTS SHALL BE INSTALLED WHICH SHALL INVALIDATE THE LANDLORD'S ROOF WARRANTIES WITHOUT LANDLORD APPROVAL. 38. 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" 39. ROOF TOP A/C UNIT CURB SHALL BE MINIMUM 14 GAUGE (HURRICANE RATED CURB). 40. 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 WORK WITH ROOFING CONTRACTOR FOR APPROPRIATE INSTALLATION METHODS TO MAINTAIN BUILDING ROOF WARRANTY. TO ROOF I RAIN WATEI MECHANICAL PLAN 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 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. SCOPE OF WORK: • PROVIDE MINI -SPLIT SYSTEM FOR DEHUMIDIFICATION PURPOSES ONLY. • FUTURE HVAC EQUIPMENT AND DUCTWORK TO BE PROVIDED UNDER SEPARATE PETMTT. MINI -SPLIT SYSTEM SCHEDULE Manufacturer DAIKIN OR EQUAL Outdoor Unit Model RX09NMVJU Nominal Tons 0.75 SEER 19.0 HSPF 9.0 Cooling Capacity- MBH 9.0 Heating Capacity - MBH 10.0 Refrigerant R410A Voltage 208/1/60 MCA 12.1 MOCP 15 Dimensions -HxWxD 22x27x12 Weight -Ibs 55 Liquid - in 1/4 Gas - i n 3/8 Indoor Unit Model FTX09NMVJU Airflow - CFM 141-244-297-417 Dimensions -HxWxD 12x31x9 Weight -Ibs 18 BUCHANAN RE CONSULTING INC. SEAL ELECTRICAL * MECHANICAL * PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 Ph: 954-590-3300 Fox: 954-590-2232 Emoil: BUCHANANOMEPENGINEERS.COM CERTIFICATE OF AUTHORIZATION # 8842 ❑ RAJA BUCHANAN RE # 48916 p MAURICE LORD RE # 72550 DATE: (� R DesignTec Intern ati o n a, 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 www.dtiarchitect.com Carlos Pizarro, R.A. AR - 0013079 11 Revisions: Date Description 10.30.20 ISSUED FOR BID Z a o� N W19 r M 2 '^ Q W Z -O w LL a�coQ W W_ L Om co W ag o OW Q wQ w W _ja yr C� O W aZ Z L r. Q L J O r SOW WLO M i=v ZM U O� 00U)a roc JOH �O a wLL 1-�0 W la C 1 �� °6 0J Oval 6� 0=W W ti L V N aN Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J.0 Checked by: C.P SHEET NAME MECHANICA PLAN SHEET NUMBER M-100 ELECTRICAL SYMBOL LEGEND RECEPTACLE DUPLEX 120V W SWITCHED RECEPTACLE ® RECEPTACLE ® CEILING 0 FLOOR RECEPTACLE QUAD RECEPTACLE ® 220V RECEPTACLE a' DISCONNECT SWITCH v ELECTRICAL PANEL v COMPUTER/PHONE JACK WP WEATHER PROOF WR WEATHER RESISTANT GFCI GROUND FAULT CURRENT INTERRUPTER QJ JUNCTION BOX 2'x4' LIGHT FIXTURE CEILING MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE ® HI HATS EMERGENCY LIGHT WITH BATTERY BACK UP. EXIT LIGHT WITH BATTERY BACK UP. NOT MORE THAN 5W PER FACE. COMBO EMERGENCY/EXIT LIGHT WITH BATTERY BACK UP. NOT MORE THAN 5W PER FACE. ® EXHAUST FAN $ SWITCH $3 3 WAY SWITCH $4 4 WAY SWITCH $B TIME CLOCK BYPASS SWITCH (MAX 2 HOURS OVERRIDE) $M OCCUPANT SENSOR. TURNS LIGHTS OFF WITHIN 30 MINUTES AFTER OCCUPANT LEAVES SPACE. WHEN MULTIPLE OCCUPANT SENSORS ARE USED ON ONE LIGHTING CIRCUIT, ANY OCCUPANT SENSOR ACTIVATION WILL TURN ON LIGHTS FOR THAT LIGHTING CIRCUIT FOR 30 MINUTES MAXIMUM. OS ULTRASONIC CEILING MOUNTED OCCUPANCY SENSOR. TURNS LIGHTS OFF WITHIN 30 MINUTES AFTER OCCUPANT LEAVES SPACE. WHEN MULTIPLE MOTION SENSORS ARE USED ON ONE LIGHTING CIRCUIT, ANY OCCUPANCY SENSOR ACTIVATION WILL TURN ON LIGHTS FOR THAT LIGHTING CIRCUIT FOR 30 MINUTES MAXIMUM. NOTE: OCCUPANCY SENSOR SHALL BE SELECTED TO PROVIDE FULL COVERAGE FOR THE AREA IT SERVES. 0 PROGRAMMABLE THERMOSTAT TST TESTER NOTE: ALL RECEPTACLES TO BE ® 15" AFF TO BOTTOM OF RECEPTACLE UNLESS NOTED OTHERWISE OR ABOVE COUNTER. ALL SWITCHES TO BE ® 48" AFF TO TOP OF SWITCH UNLESS NOTED OTHERWISE. 1200A MAI #1 OF 1 TIMECLOCK / CONTACTOR H-5 PANEL "H" & METER 400A METER GFCl/WP/WR H-7 400A DISCONNECT I I I I I � � I I I I I I I POWERED FROM OUTDOOR UNIT H-11' GFCl/WP/WR H-9 / I I , / H-2; o' INDOOR UNIT 2" EMPTY CONDUIT WITH PULL STRING TO TELEPHONE SERVICE LOCATION. COORDINATE EXATCT REQUIREMENTS AND LOCATION WITH OWNER/ARCHITECT 2" EMPTY CONDUIT WITH PULL STRING TO TELEPHONE SERVICE LOCATION. COORDINATE EXATCT REQUIREMENTS AND LOCATION WITH OWNER/ARCHITECT 2" EMPTY CONDUIT WITH PULL STRING TO TELEPHONE SERVICE LOCATION. COORDINATE EXATCT REQUIREMENTS AND LOCATION WITH OWNER/ARCHITECT aOUTDOOR UNIT @ ROOF COORDINATE WITH UTILITY TO PROVIDE CONDUIT do PULL STRING FROM PROPERTY LINE SERVICE LOCATION TO TELEPHONE BOARD. 4'x8'x3/4" PLYWOOD BUILDING MAIN TELEPHONE BACKBOARD PAINT WITH BLACK FIRE RETARDANT PAINT 2" EMPTY CONDUIT WITH PULL STRING TO TELEPHONE SERVICE LOCATION. COORDINATE EXATCT REQUIREMENTS AND LOCATION WITH OWNER/ARCHITECT L■J PROVIDE A 1" CONDUIT FOR INPUTS FROM ANSUL SYSTEM AND RTU SMOKE DETECTORS. CONTRACTOR TO PROVIDE, FURNISH AND INSTALL THREE UNDER GROUND ELECTRICAL CONDUITS, LABELED WITH PULL STRINGS FROM TENANT'S SPACE TO EACH OF THE THREE DRIVE THRU EQUIPMENT LOCATIONS AS PROVIDED BY TENANT AND SHOWN IN LANDLORD'S PLANS. a. ONE (1) 1" CONDUIT FROM MOBILE ORDER PICKUP AHEAD TO ABOVE ELECTRICAL PANELS. b. ONE (1) 1" CONDUIT FROM THE CLEARANCE BAR TO ABOVE ELECTRICAL PANELS. c. ONE (1) 1" CONDUIT FROM ALL DIRECTIONAL SIGNS TO ABOVE ELECTRICAL PANELS. I NOTE: UP TO 3 DIRECTIONAL SIGNS CAN BE SERVED BY A SINGLE CIRCUIT; ADDITIONAL SIGNS REQUIRE A NEW DEDICATED CIRCUIT AND CONDUIT. I II I II II I II II I II I II II I !I II PROVIDE PARADIGM LED MODEL: PL—AMC-2415— W/OPAL LENS AND END CAPS, LAMPS: PL—FLEXSR590—WW—WP-3000K, 120 VOLTS, FURNISHED WITH / REMOTE MOUNTED NEMA-3R DIMMABLE PL—M100—DIM-24 LED DRIVE H-6 PHOTOC ON/OFF ELL ELECTRICAL PLAN SCALE: 3/16" = 1'-0" Q' .•��CEN 92': sF . * ' 8916 �13 T :, = �% �ORIOP- N � cG ]AN BUCHANAN RE CONSULTING INC. SEAL ELECTRICAL * MECHANICAL * PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: BUCHANAN®MEPENGINEERS.COM CERTIFICATE OF AUTHORIZATION # 8842 ❑ RAJA BUCHANAN RE # 48916 ❑ MAURICE LORD RE # 72550 DATE: P■ esignTec nternationall 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@dtiarcliitect.com www.dtiarchitect.com Carlos Pizarro, R.A. AR - 0013079 Revisions: Date Description 10.30.20 ISSUED FOR BID Z a O o� N LU C'M �- a WZw� �W �O a�CQ W_ L cn W m � C) O j W Wa J > ZW v� C� O W IM 40 0 Z_a~ p Z 0 �j ate. WLO Z M m�aOD � ; � U o a I-20 W2 CC OVW O=Z 0 IL 0 O W 0 W � W a °� M� Q �W �N = 0 LL C = Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J.0 Checked by: C.P SHEET NAME ELECTRICAL. PLAN SHEET NUMBER E-1 X SITE ELECTRICAL SCALE: 1" = 10'-0" 1 AL ,;64 pip, JA BUCA c ' * ' No. .4891 - ' `s�0 --- .- GNP N 1 2021 BUCHANAN RE CONSULTING INC. SEAL ELECTRICAL * MECHANICAL * PLUMBING EN GINEE RING 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 SHEET NUMBER Ph: 954-590-3300 Fax: 954-590-2232 Email: BUCHANAN®MEPENGINEERS.COM �■ CERTIFICATE OF AUTHORIZATION # 8842 E-■ ❑ RAJA BUCHANAN P.E # 48916 ❑ MAURICE LORD P.E # 72550 DATE: DesignTec International 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 www.dtiarchitect.com Carlos Pizarro, R.A. AR - 0013079 11 Revisions: Date Description 10.30.20 ISSUED FOR BID om 0 o� N M Q 20 ~a co 1% W ~ Z �O wLL � QW w �v c) Q _CL 0 U)w it o 0 LUj LI w Z Q W ow �-- Wt3: Q OZ Z pOW O IL a �� J ■� Z M m�a J ZO Q 1— ao �� ti LU 0� QVW tip 0=W a � aN 0 OL s W p� Z V � ww (L 0 M� a �W = o J J = N Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J.0 Checked by: C.P _JOIN _ I 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 0 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 META_ 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 LUMINARE 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 WAC EQUIPMENT, MOUNT RECEPTACLE ON UNISTRUT (UNLESS WAC 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 1200A MAIN L = LENGTH OF CIRCUIT TO FAULT IN FT I = AVAILABLE AIC AT CIRCUIT C = CONSTANT FROM TABLE n= NUMBER OF WIRES PER PHASE C = CONSTANT c * n V = VOLTS F=1.732*L*I/C*V M=1 /(1+F) AIC =1*M = 50 FT = 58,000 AMPS = 28,033 3 84,099 208 VOLTS = 0.287 = 0.777 45,061 AMPS * THESE CALCULATIONS ARE BASED ON AN ESTIMATED DISTANCE FROM TRANSFORMER TO 1 ST MEANS OF DISCONNECT AND FEEDER WIRE SIZE.. IF LARGER WIRE IS USED OR THE DISTANCE (L) IS LESS THAN 50 FEET THEN THE AIC VALUES WILL BE LARGER. CONTACT ENGINEER FOR NEW CALCS. AIC CALCULATIONS AT WIREWAY L = LENGTH OF CIRCUIT TO FAULT IN FT = 7 FT I = AVAILABLE AIC AT CIRCUIT = 45,061 AMPS C = CONSTANT FROM TABLE = 28,033 n= NUMBER OF WIRES PER PHASE 2 C = CONSTANT c * n 56,066 V = VOLTS = 208 VOLTS F=1.732*L*I/C*V = 0.047 M=1 /(1+F) = 0.955 AIC = I * M =F 43,045 ' THESE CALCULATIONS ARE BASED ON AN ESTIMATED DISTANCE FROM TRANSFORMER TO 1 ST MEANS OF DISCONNECT AND FEEDER WIRE SIZE.. IF LARGER WIRE IS USED OR THE DISTANCE (L) IS LESS THAN 7 FEET THEN THE AIC VALUES WILL BE LARGER. CONTACT ENGINEER FOR NEW CALCS. AIC CALCULATIONS AT400A DISCONNECT L = LENGTH OF CIRCUIT TO FAULT IN FT = 10 FT I = AVAILABLE AIC AT CIRCUIT = 43,045 AMPS c = CONSTANT FROM TABLE = 28,033 n= NUMBER OF WIRES PER PHASE 1 C = CONSTANT c * n 28,033 V = VOLTS = 208 VOLTS F=1.732*L*I/C*V = 0.128 M = 1 / (1+ F) = 0.887 AIC = I * M = 38,165 * 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 THAN 10 FEET THEN THE AIC VALUES WILL BE LARGER. CONTACT ENGINEER FOR NEW CALCS. AIC CALCULATIONS AT 100A DISCONNECT L = LENGTH OF CIRCUIT TO FAULT IN FT = 10 FT I = AVAILABLE AIC AT CIRCUIT = 43,045 AMPS c = CONSTANT FROM TABLE = 4,802 n= NUMBER OF WIRES PER PHASE 1 C = CONSTANT c * n 4,802 V = VOLTS = 208 VOLTS F=1.732*L*I/C*V = 0.746 M = 1 / (1 + F) = 0.573 AIC = I * M = 24,647 * 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 THAN 10 FEET THEN THE AIC VALUES WILL BE LARGER. CONTACT ENGINEER FOR NEW CALCS. * * * SPECIFICATIONS: SQUARE D NQ OR EQUAL MAINS: I OOA MCB AMPACITY 100 AMPS PANEL-H LOCATION: EXTERIOR WALL VOLTAGE: 120/208V, 3PH, 4WIRE MOUNTING: SERFACE TOTAL COND. WIRE GRD GRD WIRE COND. TOTAL AMPS POLE DESCRIPTION CIRC No. CIRC No. DESCRIPTION POLE AMPS VA SIZE SIZE SIZE SIZE SIZE SIZE VA 20 1 399 1" 6 6 SITE LIGHTING 1 2 12 12 1/2" 2517 1 15 AC 20 1 670 1" 6 6 SITE LIGHTING 3 4 12 12 1/2" 1 15 20 1 360 1/2" 12 12 TIME CLOCK / CONTACTOR 5 6 LED LIGHTS 12 12 1/2" 600 1 20 20 1 180 1/2" 12 12 REC., EXTERIOR 7 8 SPACE 20 1 360 1/2" 12 12 TELEPHONE BOARD 9 10 SPACE 20 1 500 1/2" 12 12 FACP 11 12 SPACE 20 1 180 1/2" 12 12 REC., EXTERIOR 13 14 SPACE SPACE 15 16 SPACE SPACE 17 18 SPACE SPACE 19 20 SPACE SPACE 21 22 SPACE SPACE 23 24 SPACE SPACE 25 26 SPACE SPACE 27 28 SPACE SPACE 29 30 SPACE SPACE 31 32 SPACE SPACE 33 34 SPACE SPACE 35 36 SPACE SPACE 37 38 SPACE SPACE 39 40 SPACE SPACE 41 42 SPACE SUBTOT. 2649 VA TOTAL LOAD = 59766 VA SUBTOT. 3117 VA PANEL-H DEMAND LOAD CALCULATIONS TOTAL RECEP. LOAD 0 VA RECEP. 1st 10,000 VA @ 100% 0 @100% 0 VA REST @ 50% 0 @50% 0 VA LIGHTING LOAD @ 125% 2,749 @125% 3,436 VA LARGEST MOTOR @125% 600 @125% 750 VA OTHER MOTORS @ 100% 0 @100% 0 VA AIR CONDITIONERS @ 100% 2,517 @100% 2,517 VA KITCHEN EQUIPMENT @ 65% 0 @65% 0 VA REST OF ALL OTHER LOADS @ 100% 500 @100% 500 VA TOTAL LOAD = 7,203 VA CURRENT PER PHASE TOTAL LOAD (VA) / (208Vx1.732) = 20 AMPS NON SIMULTANEOUS LOAD VERIFYALL EQUIPMENT LOAD AND BREAKER AND WIRE SIZES PRIOR TO INSTALLATIONS EXTERIOR TOR TO VERIFY DCAT10N NT FUTURE TENANT FUTURE TENANTS 3" EMPTY CONDUIT W/ F'tti PULLSTRING IAN TWO 10' LONG BUCHANAN RE CONSULTING INC. SEAL 5/8"0 CU. CLAD RISER DIAGRAM ELECTRICAL *MECHANICAL *PLUMBING GROUND RODS E N GIN E E RING SCALE: NITS 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: BUCHANANOMEPENGINEERS.COM CERTIFICATE OF AUTHORIZATION # 8842 ❑ RAJA BUCHANAN P.E # 48916 ❑ MAURICE LORD P.E # 72550 p■ esignTec n rn tion 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 www.dtiarchitect.com Carlos Pizarro, R.A. AR - 0013079 11 Revisions: Date Description 10.30.20 ISSUED FOR BID Q a O o� LLJ r CO V 2 ~ Cf) Q W H Z -O LU LU Ili aW�v Cl) Q = IL cn W 00 Ce ° O j W Q LU J > Z Q W L) CD t` W ZL~ p0�j Z Q Q� W Ln J :C Z M m�IL O >_w 0 U C aka W � y LU O=W aav � aN 2 OOG > W O Z LULL IL 06 Q �W �N = � J J = Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J.0 Checked by: C.P SHEET NAME RISER DIAGRAM & SPEC SHEET NUNIBER E-3.0 DATE: i I I i I I 11III _I IT J N 3 Z. N y+ r.r 3 L_ J !• r r J O O O O N C d 3 J L ,C J O T 0 M !• M V !• W V r � a n dZ Z d a O W Z 2 W O W .jO a � j O a W O a � a U) C N It ate. 0. 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COMPACT COMPACT COMPACT COMPACT COMPACT + + + + + + + + 0 SC '•9 -E ) + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5.5 5.5 5 5 4.4 3.2 2.9 3.0 2.6 2.1 1.5 1.1 1. + 5 1.7 2.0 2.3 2.7 3.1 3.6 4.1 4.3 4.4 4.1 3.7 3.5 3.7 4.0 4.3 4.5 4.5 4.5 5.1 5.8 5.� 5.9 5.4 4.6 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 5.0 5.1 5. 4.4 3.3 3.0 3.2 2.8 2.3 1.7 1.3 1.3 1.4 1.7 1.9 2.0 2.3 2.5 2.7 3.1 3.4 3.7 3.7 3.5 3.3 3.3 3.7 4.2 4.7 5.2 4.8 4.3 4.5 5.2 5.� 5.7 5.0 4.1 3.1 t.2 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 11. + + + + 3.4 3.4 3.5 3.0 2.5 1.8 1.4 1.4 1 1.7 1.9 2.0 2.0 2.1 2.3 2.5 2.7 2.9 2.9 2.9 2.8 3.0 3.5 4.2 4.8 5.2 5.0 4.6 4.3 4.5 5i.1 5.2 4.6 3.7 3. 1.5 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + I 4 3.3 3.2 2.9 2.3 1.8 1.5 1.4 1.5 1.7 1.8 1.8 1.8 1.9 1.9 2.0 2.2 2.3 2.4 2.4 2.5 2.7 3.2 3.9 4.6 5.0 5.1 5.0 4.6 4.3 4.5 4.2 3.6 2.6 1.0 �.� + + + + + + + + + + + + 2.6 3.0 3. 3.1 �.9 2.8 2.8 2.5 2.1 1. / \,\ \ ,� "0\ \ 4.9 5.0 4.9 4.7 D.8 1.8 2.2 2. 2.4 .4 2.4 2.3 2.1 1.8 \ \4.7 4.9 5.0 5.0 4. \� 1.3 1.6 1. 2.0 + .0 2.0 1.9 1.8 1. �\ i 2.9 3.6 3.9 4.3 4.5 4.8 4.9 1.44 .3 3.6 2.8 2.1 1. .4 + + + + + + + + + + + + + + + + + + 1.0 1.3 1.4 1.7 1.8 1.8 1.7 1.6 1. 3.0 3.8 4.1 4.3 4.4 4.6 4.6 3. 3.3 2.5 1.8 1. .3 + + + + + + + + + + + + + + + + + + + + 0.8 1.3 1.4 1.8 1.9 1.8 1.8 1.6 1. 3.0 4.1 4.3 4.4 4.4 4.3 4.3 4.0 3.0 2.2 1.6 1.1 .3 �.� 0.9 1.4 1. 2.0 �.0 1.9 1.8 1.6 1.1 4 6 4.5 4.3 4.2 3.9 3. .3 + + + + + + + + + + + + + + + + + + + + + 1.0 1.7 2. 2.2 ,2.1 2.0 1.8 1.4 1. 3.4 4.7 4.8 4.8 4.6 4.4 4.2 4.0 1.1 2.9 2.1 1.4 1. .3 T 2 2.0 1.7 1.5 1. 4.9 4.5 4.4 4.3 3. .4 �. + + + + + + + + + + + + + + + + + + + + + 1.4 2.4 2.6 2.5 2.2 2.0 1.7 1.5 1. 3.7 5.4 5.7 5.6 5.1 4.7 4.6 4.7 4.7 3.4 2.4 1.6 1. .5 + + + + + + + + + + + + + + + + + 2.3 2.0 1.8 1.6 1.2 J SA 0 3.7 5.5 5.8 5.7 5.2 4.8 4.8 5.1 3.8 2.6 1.8 1. .7 MH• �.� I + + + + + + + I2.4 2.1 1.9 1.7 1.3 0 3.6 5.6 5. 5.1 4.8 5.0 5.4 5.� 4.2 2.9 2.0 1. .9 + + + + + + + + + + + + + + + + + + 2.3 3.6 3.5I 3.1 2.6 2.2 2.0 1.7 1. 0 4.8 4.7 5.1 5.6 5.I' .0 2._3._8 3_3_] 2.7 2.3 2.1 1.8 1.4 0 /+4. .5 4. /5.5 SB •'pB- 5. M H 5t•5 3.9 3.8I 3.4 2.7 2.3 2.1 1.8 1. .6 3,� 4.1 4.1 4.0 4.2 4.6 5 .2 29 2. �1. ° J .o + + + + + + + + + + + + + + + + + + + + + 2.3 3.7 3.6 3.2 2.7 2.3 2.1 1.9 1. 2.3 3.4 3.7 3.8 3.8 3.9 4.2 4.6 4.� 3.7 2.6 1.7 1. .9 2.0 3.3 3.31 3.0 2.6 2.3 2.2 2.0 1.7 .2 3.1 3.4 3.5 3.6 3.7 3.9 4.2 4. 3.2 2.3 1.5 1. .7 + + + + + + + + + + + + + + + + + + + + + 111.7 . 2.6 2.5 2.4 2.3 2.1 2.1 2.8 3.2 3.4 3.5 3.6 3.7 3.8 2.8 2.0 1.3 0. .5 �. 1.4 2.5 2.7 I 2.8 2.7 2.7 2.7 2.8 2.6 3.4 3.5 3.5 3.5 3. .�11 .4 + + + + + + + + + + + + + + 1.2 2.1 2.5 2.7 2.8 2.9 .0 3.2 3.2 3.4 3.4 3.4 3.2 �.7 2.3 1.7 1.2 0. .3 + + + + + + + + + + + + + + 1.0 1.8 2.3 2.8 3.0 3.3 .4 3.6 3. 3.4 3.4 3.3 3.0 2.¢ 2.1 1.6 1.1 0. .3 + + + + + + + + + + + + + + + + + + 0.9 1.6 2.3 12.8 3.3 3.8 .2 4.0 3. 3.3 3.3 3.1 2.8 1.9 1.4 1.0 O. .2 �.� + + + + + + + + + + + + + + + + + + 0.8 1.4 2.2 2.9 3.7 4.4 .6 4.4 3.8 \ 3.2 3.0 2.8 2.5 2.� 1.7 1.3 0.9 0. .2 i� + + + + + + + + + 0.6 1.2 1.8 13.0 3.8 4.4 5. 5.3 4.7 3.0 2.9 2.5 2.2 1 1.5 1.2 0.9 0. .2 0.5 0.9 1.4 2.4 3.7 4.7 5.4 5. 5.7 4.7 3.7 3.3 3 3.5 3.0 2.6 2 2.2 2.3 2.4 2.5 .7 2.8 �„2 _3.2 -3.2 2 - a.2 -3:1 9 W A3 A0 1.3 1.0 -0.8 -0. - \J + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ 5.7 5.9 5.7 5.4 4.4 3.6 3.4 3.1 2.8 2.5 2.3 2.2 2.3 2.5 2.7 2.9 .2 3.7 3.8 3.8 3.6 3.4 3.2 3.0 2.8 2.5 2.1 1.7 1.4 1.1 0.9 0.6 0. .2 �\ 5.9 5.7 5.3 4.5 3.9 3 2.7 2.3 2.1 1.9 2.0 2.1 2.4 2.7 3.0 3.6 3.9 4.0 4.0 3.7 3.4 3.1 2.8 2.4 2.1 1.7 1.4 1. .1 w I SC + + + + + + + + + + + + + + + + + + + + + + + + + MH: 25 1.9 2.2 2.7 3.2 3.6 3.7 3.6 3.3 2.9 2.5 2.1 1.8 1.5 1.3 1.0 0. .1 I � 1.4 .3 1.2 1.2 1.2 1.4 1. 2.0 + 5 2.9 .9 2.5 2.2 �_o 1.8 1.8 1.9 2.1 2. 2.9 + 5 3.6 .0 4.5 5 3.2 .8 2.5 2.5 2.6 2.8 3. 3.7 + 2 4.5 .9 5.4 COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COM 4.1 3.6 3.3 3.2 3.4 3.6 3.8 4.2 4.6 5.1 56 SB-HS MN: 25 �nq B U �ft, I = J4,9 6��ViiTA S� '---- '\GN BUC ANAN PIE CONSULTIN 'INC. �FALJ EL CTRICAL * MECHANICAL * PLUMBI G t 1 -� ► ,..�. t -.,. r, ... EN GINEERING tL, I I '",? aI ,a fjs•-a 6191 €, f. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33 63 Ph: 954-590-3300 Fax: 954-590-2232 Email: BUC HANANOMEPENGINEERS.COM CERTIFICATE OF AUTHORIZATION # 8842 DATE: C PesignTec nIternational 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 WWWAtiarchitect.com Carlos Pizarro, R.A. AR - 0013079 11 Revisions: Date Description 10.30.20 ISSUED FOR BID Z�WM ILCN o� W �W Z �O W �_ U. a� ;Q =a W m ce o OW a O Q wa w Z>_ja Q o W aZ ZL�` a� paQLj 0U) m�a U OD ;� O F � 0 a = W LL I-20 W a c6 pC�W M� U) Z Q = 0=W ti L L C� �W N 19 �N Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J.0 Checked by: C.P SHEET NAME SITE PHOTOMETRIC PLAN SHEET NUMBER PH-1 X I I Lill 1 1 1 1 II 1 1 I I 1 I I I If I I' I I I _ _'l I I I D!j'', I /T' , , a a � a aL] FD a I � HB U d' ° ° ° ° ° ° d d ° ° ° ° d ° d d d Q d d g d d d REFER TO ML PLAN d ° ° ° ° d ° ° ° d ° FOR EXACT LOCATION I OF SANITARY UNE ° ,° ° ° 1i6 d CONNECTION (TYPICAL) ° d ° _ _ _ _ _ _ _ _ SHUT-OFF dVALVE. 2-WAY — — — — — TYP. �- " CO, TYP. 6" SANITARY LINE — — — 6 � STUBBED &CAPPED 3/4" CW 1-1/2 CW FOR FUTURE USE NOTE: 1-1/2" CW LINE E-�— INSTALL COL) WATER PIPING STUBBED & CAPPED I " GW 4" GREASE WASTE LINE TIGHT TO THE STRUCTURE. FOR FUTURE USE ° t STUBBED & CAPPED ° FOR FUTURE USE 3" V.T.R. d 2-WAY I N Co, TYP. I ° o a° I 1 250-GALLON ° 0- GREASE INTERCEPTOR I O 1" CW LINEE-0o-- ° 1 d CW STUBBED & CAPPED d I l FOR FUTURE USE SA UNG PORT d ° ° I SEE CIVIL PLANS FOR EXACT r 13 LOCATION OF WATER METER 2" R M R & AND BACKFLOW PREVENTER. 2" BkCKFLOW PREVE TER ° RETAIL ° I I � ° I3" CW ---- . e V.T.R. ° 2-WAY 3" b°° ° d °° SAN CO, TYP. 6" SANITARY LINE — — STUBBED & CAPPED FOR FUTURE USE I 1'4 I I I >$' 1" CW LINE E-Do-- 1 CW ° — — �i STUBBED & CAPPED d FOR FUTURE USE 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 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. SCOPE OF WORK: PROVIDE SANITARY, GREASE WASTE, AND COLD WATER STUB UPS FOR GRAY SHELL. - PROVIDE GREASE INTERCEPTORS AS SHOWN. GREASE INTERCEPTOR SIZING (FSE-1) (S) = NUMBER OF SEATS IN DINING AREA (GS) = GALLONS OF WASTE PER SEAT (HR) = NUMBER OF HOURS RESTAURANT IS OPEN (LF) = LOADING FACTOR (S) X (GS) X (HR/12) X (LF) = EFFECTIVE CAPACITY IN GALLONS 50 X 25 X 12/12 X 1 = 1250 GALLONS PROVIDE 1,250-GALLON GREASE INTERCEPTOR. GREASE INTERCEPTOR SIZING (FSE-2) (S) = NUMBER OF SEATS IN DINING AREA (GS) = GALLONS OF WASTE PER SEAT (HR) = NUMBER OF HOURS RESTAURANT IS OPEN (LF) = LOADING FACTOR (S) X (GS) X (HR/12) X (LF) = EFFECTIVE CAPACITY IN GALLONS 70 X 25 X 11/12 X 1 = 1604 GALLONS PROVIDE 2,000-GALLON GREASE INTERCEPTOR. d \ d I �\ d I. J d° ° ° d I CV 3" V.T.R. ° I 2-WAY I T 6" SAN CO, TYP. 6" SANITARY LINE /— STUBBED & CAPPED d / FOR FUTURE USE —77 _ HB HB Q� 3/4" CW 1-1/2" CW LINE M — I NATURAL GAS PROVIDE MINIMUM 1,600 MBH �: STUBBED & CAPPED METER TO S o NATURAL GAS SERVICE WITH A TIGHT INSTALL COLD DECK. WATER PIPING FOR FUTURE USE d ! ° INSTALLED BY DELIVERY PRESSURE OF 7" W.C. CONTRACTOR SHALL TEST DELIVERY WATER ° GAS COMPANY 2" GAS LINE STUBBED & PRESSURE AND CAPACITY BASED ON SUBMETER ° CAPPED FOR FUTURE USE ( ° d-FO GM AT 12'-0" A.F.F. TENANT'S DESIGN CRITERIA. LANDLORD �i4I1< a ' °d ° TYP Rom, LINE °C�ONNECiION ° TO REGULATE PRESSURE IF REQUIRED. ( PROVIDE REMOTE WATER METER READER, VERIFY LOCATION AT SITE WITH THE OWNER d II °° RESTAURANT NM.II d ° VERIFY INSULATED COPPER WATER LINEI j ° ° ° d ° ° SUPPLIES MINIMUM 45 GPM AT 60 PSI. ° I ° 3" V.T.R. CONTRACTOR IS TO TEST FOR WATER 4" GREASE WASTE LINE PRESSURE WHEN MAKING THE CONNECTION STUBBED & CAPPED TO THE MAIN LINE; TEST NEEDS TO BE 3" GW 1101 ' ° 4" GW 2-WAY ° d ° 2�WAY° CO TYP. FOR FUTURE USE DONE OVER A LONG ENOUGH PERIOD OF °d CO, TXP. (MINIMUM INVERT TIME TO DEMONSTRATE THE HIGHEST AND I ° ° d NOTE: I ° (MINIMUM -42" . AVERAGE WATER PRESSURE AVAILABLE AND GREASE INTERCEPTOR PUMP ° 2,000-GALLON ) CONTRACTOR TO COORDINATE WITH THE d ° ° ° ° ° ° ° d OUT FREQUENCY = 90 DAYS i ° ° 1 GREASE INTERCEPT OWNER REGARDING THE RESULTS. d ° ° NQ 3" V.T.R. 4 ° ° d GREASE INTERCEPTOR SHALL BE ACCESSIBLE I , ° ° °lp' GREASE INTERCEPTOR AT ALL TIMES SO AS TO ALLOW FOR I RTMENT SHALL NOT 6" SANITARY LINE CLEANNGAMEXCEED 1,250 LONS. d OUT I ° ° d STUBBED & CAPPED ° ° ° a ° IMPEDIMENTS (HAVING TO REMOVE ANY CARS,' ° FOR FUTURE USE MERCHANDISE, EQUIPMENT, FURNITURE ETC). ° ° A (MINIMUM INVERT ° d ✓� 2 \ d ° d ELEVATION -42 . _ _ PROVIDE PERMANENT MINIMUM CLEARANCE°� o. ° ° ° ° ° OF 3 FEET HORIZONTAL AND 4 FEET VERTICAL FOR BOTH GREASE INTERCEPTOR d ° d d ° ° AND SAMPLING PORT. \\ AMPLIINGaPORT d a ° ° a ° ° d d a \ � d d f NOTE: �� V °I ° ° e d d� ° d ° ° ° °d ° �+ Q$916 � PROVIDE A SAMPLING FUTHE EFFLUENT SIDE OF ° THE GREASE TRAP. SAMPLING ORT SHALL BE INSTALLED - IN AN APPROVED LOCATION TO ALLOW SAMPLING BY THE \ I c \ 6" SANITARY LINE CO "SANITARY LINE -p E Or - UTILITY (V ---------------------- FO CO NUATIO �,F P " &THE U;i ��--------------- —------------ SE C L PLANS S A -FOR\ SAMPLING PORT SHALL HAVE MIN. 4 DIAMETER (WITH �% '��S �' CAP ON BOTTOM & CLEANOUT CAP ON TOP) OR �\ '�, ! ON PA - GREATER AND/OR EQUAL TO 6" UNOBSTRUCTED DEPTH. �1,,,•.• . SAMPLING PORT SHALL BE ACCESSIBLE ALL TIMES. _ o _ _ _ JAfV L1 1 2�?� PROVIDE PERMANENT MINIMUM CLEARANCE OF 3 FEET BUCHANAN P.E CONSULTING INC. HORIZONTAL AND 4 FEET VERTICAL FOR BOTH GREASE — — � TRAP AND SAMPLING PORT. ELECTRICAL *MECHANICAL *PLUMBING P1 I INAPINIn P1 ANI 4L\ ENGINEERING 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 I I I I I l I I Email: BUCHANANOMEPENGINEERS.COM SCALE: 1 /8" = 1'0" CERTIFICATE OF AUTHORIZATION # 8842 p RAJA BUCHANAN RE # 48916 ❑ MAURICE LORD RE # 72550 DATE: Pi nternational esignTec 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 wvAv.dtiarchitect, com Carlos Pizarro, R.A. AR - 0013079 11 Revisions: Date Description 10.30.20 ISSUED FOR BID Z a 0 o� N W M F_ Cn Q 0 W~ Z wj �W W �vQ Cf) Q =McnW �ja� 0 o a W > WQ w Z Q W _1a v ow I- Q 0Z Z_a~ a� inC W W LO J = v zM MO�Q ao J O H � O a WU_ E0 a W� OC 0 Ice pvWLU M� y�Z Q= L) 0=W w ti L IL � N ° 0W = N a Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J.0 Checked by: C. P SHEET NAME PLUMBING PLAN SHEET NUMBER P-1M0 -- - -L _ I I I I I I 1 111 I ' 1 1 I. 1 2" GAS LINE STUBBED & CAPPED FOR FUTURE USE AT 12'-0" A.F.F. NATURAL GAS METER TO BE INSTALLED BY GAS COMPANY GAS ISOMETRIC SCALE: N.T.S. " 3/4^j 1-1/2" N1 1-1/2" CW LINE CW I CW STUBBED & CAPPED I I FOR FUTURE USE i 3/4 " • GV1� ; Gyy I ? Puy, i 3C4» 1" CW UNE <% CW STUBBED CAPPED FUTURE USEI � I 3/4" HB ac'� / 3/4" �� rw �.i STUBBED & CAPPED FOR FUTURE USE 6" SANITARY LINE STUBBED UP & CAPPED FOR FUTURE USE 4" GREASE WASTE UNE STUBBED UP & CAPPED FOR FUTURE USE / / / / / / 2-WAY 6: 5P� CO, TYP. / c / CO, TYP / / 0 4°1 2-WAY \ \ CO, TYP. 1,250-GALLON \ GREASE INTERCEPTOR \ o\ \ o 3 SAN \ \ \ 6"\ S\ \ \ \ \ \ \ \ \ 6" SANITARY UNE STUBBED UP & CAPPED FOR FUTURE USE 6" SANITARY LINE STUBBED UP & CAPPED FOR FUTURE USE / / / / / s�/ / 6� / / / 3� GW 11 < 3/4" ` 1-1/2" CW I I CW 1-1/2" CW UNE • I I HB \ i STUBBED & CAPPED 13/4" FOR FUTURE USE L WATER SUBMETER. 3/ PROVIDE REMOTE READER. REFER TO CIVIL PLAN FOR EXACT LOCATION OF • WATER UNE CONNECTION (TYPICAL) 3/4" T CW T NOTE SEE CIVIL PLANS FOR EXACT LOCATION OF WATER METER AND BACKFLOW PREVENTER. 2" BACKFLOW 2" WATER PREVENTER METER WATER ISOMETRIC CW Cyy � x i GW 6" SANITARY UNE STUBBED UP & CAPPED SEE CIVIL PLANS FOR FUTURE USE FOR CONTINUATION / / / i U�JE /6 / ARY / IBUCH USE 9�,'��, \ SAMPUNG PORT �pN� �916 ' — — — — — — — — — ----- -----7/ �`� �.�0RIOP' 6" SAN ,��S'S,_AA �C� 2,000-GALLON GREASE INTERCEPTOR BU SANITARY & GREASE WASTE ISOMETRIC CHANAN RE CONSULTING INC. SEAL ELECTRICAL *MECHANICAL *PLUMBING ENGINEERING SCALE: N.T.S. 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: BUCHANAN®MEPENGINEERS.COM CERTIFICATE OF AUTHORIZATION # 8842 ❑ RAJA BUCHANAN RE # 48916 ❑ MAURICE LORD RE # 72550 DATE: PesignTec n-ternational 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@dtiarcf)itect.com wvAv.dtiarchitect. corn Carlos Pizarro, R.A. AR - 0013079 11 Revisions: Date Description 10.30.20 ISSUED FOR BID r— i Z CL o� N M M QO~a 2O�� 19 ce F- -j QW Fv 0. cn W m o 0 Uj a W Z W J U F- Q o 't W Q ci Z L ~ Q r p 0 W �LO J=v oM Oo m�CL >-W �ZH �o O Q wLL �.. O a W2 cli 0� O OC 0 M� ((% > Z Q = O=W �W 0. a V N �19 N Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J.0 Checked by: C.P SHEET NAME PLUMBING ISOMETRICS SHEET NUMBER P-2T .0 I 1 1 ;1 1- 1 1 GENERAL PLUMBING NOTES PLUMBING FIXTURES SHALL COMPLY WITH (F.B.C. 2017 PLUMBING TABLE 604.4) DRAWINGS ARE DIAGRAMMATIC AND SHALL NOT BE SCALED. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES, EQUIPMENT, ETC. THE PLUMBING CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS REQUIRED FOR A COMPLETE AND ACCEPTABLE WORKING INSTALLATION. ALL WORK AND MATERIALS SHALL COMPLY WITH LATEST EDITIONS OF THE NATIONAL, STATE, AND ALL LOCAL CODES AND ORDINANCES HAVING JURISDICTION. THE PLUMBING CONTRACTOR SHALL VISIT THE JOB SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS. ALL EXCAVATION AND BACKFILL AS REQUIRED FOR THIS PHASE OF CONSTRUCTION SHALL BE PART OF THIS CONTRACT. ALL MATERIALS SHALL BE NEW AND FREE OF NOTICEABLE DEFECTS. ALL WORK SHALL BE PERFORMED BY A LICENSED PLUMBING CONTRACTOR AND IN A FIRST CLASS WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULLY OPERATIVE AND ACCEPTED BY THE ENGINEER/ARCHITECT AS SUCH. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE PROGRESS OF CONSTRUCTION. VERIFY LOCATION, SIZE AND INVERTS OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. IMMEDIATELY ADVISE THE ENGINEER/ARCHITECT OF ANY DISCREPANCIES. PROVIDE A MINIMUM PITCH OF 1/8" FOR 3" OR LARGER PIPES, 1/4" PITCH FOR LESS THAN 3" PIPES. PROVIDE A CLEANOUT AT THE BASE OF EACH SOIL AND WASTE STACK. PROVIDE MEANS OF RESEALING ALL FLOOR DRAINS. AN OPEN VENT TERMINAL FROM A DRAINAGE SYSTEM SHALL NOT BE LOCATED DIRECTLY BENEATH ANY DOOR, OPERABLE WINDOW, OR OTHER AIR INTAKE OPENING OF THE 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 3 FEET (914 MM) OR MORE ABOVE THE TOP OF SUCH OPENING. (F.B.C. 2017 PLUMBING 903.5) PROVIDE 1/2" COLD WATER TRAP PRIMER FOR ALL DRAINS FROM THE NEAREST PLUMBING FIXTURE, WHERE APPLICABLE. SHUTOFF VALVE SHALL BE INSTALLED ON THE WATER SUPPLY PIPE TO EACH APPLIANCE OR MECHANICAL EQUIPMENT AS PER (F.B.C. 2017 PLUMBING 606.2.3) A WATER HAMMER ARRESTOR SHALL BE INSTALLED WHERE QUICK - CLOSING VALVES ARE UTILIZED, UNLESS OTHERWISE APPROVED. THE ARRESTOR SHALL BE LOCATED WITHIN AN EFFECTIVE RANGE OF THE QUICK - CLOSING VALVE. ACCESS SHALL BE PROVIDED TO WATER HAMMER ARRESTORS. ALL DEVICES INTENDED TO SERVE SOME SPECIAL FUNCTION AND THAT CONNECT TO THE WATER SUPPLY SYSTEM SHALL BE PROVIDED WITH PROTECTION AGAINST BACKFLOW AND CONTAMINATION OF THE WATER SUPPLY SYSTEM. (F.B.C. 2017 PLUMBING 608.3) NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE PURGED OF DELETERIOUS MATTER AND, WHERE REQUIRED BY AUTHORITY HAVING JURISDICTION, DISINFECTED PRIOR TO UTILIZATION. (F.B.C. 2017 PLUMBING 610.1) II NOTE, HANGER SPACING SHALL CONFORM TO TABLE 308.5 (F.B.C. 2017 PLUMBING) II HANGER SUPPORT NUT - ROD - HEAVY DUTY CLEVIS HANGER PIPE BENT STRAP 1-1/2" 3/16" OVER VERT. LESS OF ANGLES - BOTTOM CHORDS OF STEEL JOIST — o- 0 8"l8°° g°oyoe ^ae eae e' poo ° > Qoo ° ^e8 a oes a 0.g ..0. °- o- °- �- LOCKING NUT SUPPORT NUT HEAVY DUTY CLEVIS HANGER VAPOR BARRIER INSULATION ...�... 16 GAUGE ZINC COATED SHEET STEEL SADDLE AT LEAST 8" LONG yNMU*►�:I:PC ' II- ■ Im 11.1[: WELDS WEB MEMBERS ONE ANGLE ON EACH HANGER NUT SIDE OF WEB MEMBERS REST ON TOP OF BOTTOM CHORDS STEEL JOISTS BETWEEN PANEL POINTS. SIZE FOR LOAD HEAVY DUTY CONCRETE STEEL INSERT WITH ELONGATED STRAP INSERT NUT J u ` HANGER ROD CONCRETE INSERT PIPE SUPPORT DETAIL BEAM CLAMP HANGER ROD. SIZE AS REG. (FOR SANITARY & WATER PIPING) NTS PROVIDE EXTRA HEAVY PATTERN FULL OPENING IRON BODY TRAP SCREW FERRULE & ALL BRASS FINISH GRADE CLEANOUT WITH COUNTERSUNK HEAD FINISH GRADE PROVIDE POURED CONC. MINIMUM 1" BLOCK WHEN C.O. IS NOT IN PAVED AREA OOooO°o, .torif o0 4O0,OtOo°O+ Oo'+ O i<o i0000Yo. .o.oo$,040poo 0000000 00t0 OotOpo 0o0 t i400 4f t"",)a -,On '00 o,Oo� 12"x12"x8" --*—LONG SWEEP. USE SHORT POURED CONC. —SAME SIZE AS BLOCK WHEN SWEEP WHERE REQUIRES SEWER - MAX. CLEANOUT IS COMBINATION "Y" & SIZE 4" NOT IN 1/8" BEND PAVED AREA EXTERIOR INTERIOR ELEVATION ELEVATION TYPICAL CLEANOUT DETAILS WALL - TYPE NTS SHEET HEAD FLASHING NWITHROOFINGMATERI MOP --,., TURN LEAD PIPE STAINLESS STEEL COVER SCREWED TO THREADED C.O. PLUG FACE OF WALL 12" MIN Z ROOFING I` 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 DOMESTIC WATER LINE IN PLUMBING CHASE OR TRAP PRIMER PRECISION ABOVE CEILING PLUMBING PRODUCTS 8"x8" ACCESS DOOR: J.R. SMITH # 4760 OREGON' MODEL # 1 OR OR AN APPROVED EQUAL LOCKABLE. AN APPROVED EQUAL. HINGED AND PRIMED COATED. LOCATED PROVIDE DISTRIBUTION IN ACCESSIBLE BUT INCONSPICUOUS PLACE UNITS WHERE MORE THAN (1) FLOOR DRAIN BEEN FIN. FLOOR SERVED BY (1) PRIMER FLOOR DRAIN •, • • d' ♦ a' aa..: .. b 1/2" "K" SOFT COPPER TUBE BELOW FLOOR SLAB W/- NO JOINTS OR HARD COPPER TUBE AND SILVER SOLDER JOINTS, SLOPE TO FLOOR DRAIN FLOOR DRAIN W/- TRAP PRIMER CONNECTION FLOOR DRAIN & TRAP PRIMER DETAIL Cleanout Cover —4-inch Double Sanitary Tee 4-inch Grease Waste (GW) Line �— 4-inch Cap SAMPLING PORT DETAIL NTS PIPING NOTES: ALL SOIL, WASTE AND VENT PIPING UNDERGROUND SHALL BE SCH 40 PVC PLASTIC PIPE AND FITTINGS CONFORMING TO ASTM-D2665/ASTM-D2949. COLD WATER PIPING OUTSIDE BUILDING SHALL BE TYPE "K" COPPER. HOT AND COLD WATER PIPING ABOVE GROUND SHALL BE TYPE "L" COPPER WITH APPROVED CAST BRASS OR WROUGHT COPPER SOLDER JOINT FITTINGS. WATER PIPING INSULATION SHALL BE 1" THICK ARMAFLEX INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS FOR ALL HOT WATER PIPING. ** PVC PIPING SHALL NOT BE USED N PLENUM SPACE. ** MIN. SLOPE (INCH PER FOOT) 2 1/2 OR LESS 1/4 3 TO 6 1/8 8 OR LARGER 1/16 NTS N_Q J8916 t STA F ' (U `n BUCHANAN RE CONSULTING INC. SEAL ELECTRICAL * MECHANICAL * PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: BUCHANANOMEPENGINEERS.COM CERTIFICATE OF AUTHORIZATION # 8842 ❑ RAJA BUCHANAN RE # 48916 O MAURICE LORD RE # 72550 DATE: P11 esignTec nternat. I 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 www.dtiarchitect.com Carlos Pizarro, R.A. AR - 0013079 Revisions: Date Description 10.30.20 ISSUED FOR BID ZOwM a o� N T_ cM WZwLL �W F Wi i Q��Q =a Cl) w m cemia� o O W > LU a. w Z W _1 U 00 Q o w t' W 3,0 ININ Q Zap — ILJ oIq I' SOW wM J=v °zM O Co U) 'J O F- � O Q�:I wU_ H 0 a (6 06 J O r J M FE LU U) Z Q = O=W 3W a L V N � W = aN Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J.0 Checked by: C.P SHEET NAME PLUMBING NOTES 6 DETAILS SHEET NUMBER P-3.0 I �1 I — --- — — — — t I i ■ rt" t� I f ! i i i t L — i[ ' .a 1 .� Ill ,pt11p . fII7 S11 PAIa 7711 "nrLl ! 1" I' L- I 1 1,1111, t it t 1 — 11 — _ I I !_ I I IN — I � IIIIIt�' 2'-0° SLOPE 1" TO D�RgIN ;' J ROOF DRAIN DETAIL N TS I SCALE: 1 /8" = 1'—I " 2"-0° -71 CAST IRON DOME CAST IRON CLAMP RING MTL. FLASHING TO BE INSTALLED BETWEEN CLAMPING RING AND DRAINAGE FLANGE FOR SUMP @DRAIN SUMP RECEIVER DECK CLAMPING RING RAIN WATER LEADER '`,,,����rrnrrrrrrr���' P ' " 4 916 ` 7A �G0RkOP � _ G BUCHANAN RE CONSULTING INC. SEAL ELECTRICAL'' MECHANICAL'` PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE. FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: BUCHANAN®MEPENGINEERS.COM CERTIFICATE OF AUTHORIZATION # 8842 ❑ RAJA BUCHANAN RE # 48916 ❑ MAURICE LORD RE # 72550 DATE: DesmignTech International 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 www.dtiarchitect.com Carlos Pizarro, R.A. AR - 0013079 11 Revisions: Date Description 10.30.20 ISSUED FOR BID O N � M Z ixv�Q LU _ C� c p� o WzWLL �W =a cnW 00 W o ggja2 O W W a w Z��a W U Q o W Q Z Zati °ate p0W °�� J=v zM ao m�a JOH �o Q�Z) wLL W O o- vi OL 06 O OC tW Z Q = U O=W sW ti aav �N ° � W = " N IL Job Number: 19093.01 File name: Issued Date: 10.30.20 Drawn by: J.0 Checked by: C.P SHEET NAME STORM DRAIN PLAN SHEET NUMBER P-EAF-II,O FIRE ALARM LEGEND SYMBOL DESCRIPTION LOCATION FACP FIRE ALARM CONTROL PANEL ADDRESSABLE ELECTRICAL ROOM O P SMOKE DETECTOR ELECTRICAL ROOM ® PULL STATI❑N WITH WEATHERPROOF BACK -BOX ELECTRICAL ROOM P WEATHERPROOF BELL BY SPRINKLER RISER TAMPER SWITCH INSTALLED BY OTHERS SEE PLAN 4 FLOW SWITCH INSTALLED BY OTHERS SEE PLAN TVSS SURGE SURPRESSOR ELECTRICAL ROOM FACP STROBE ONLY NOTIFICATION (BLUE CIRCUIT) THROUGHOUT BLDG SPEAKER STROBE NOTIFICATION (MAGENTA) THROUGHOUT BLDG N OTE: PROVIDE BATTERY BACKUP FIRE ALARM SEQUENCE OF OPERATION: ACTIVATION OF THE MANUAL PULL STATION OR SMOKE DETECTOR AT RISER ROOM: A, ANNUNCIATE AT THE MAIN FIRE ALARM PANEL AS AN ALARM CONDITION, B, TRANSMIT A ALARM SIGNAL TO A U,L, CERTIFIED CENTRAL STATION SYSTEM, C, ACTIVATE ELECTRIC BELL AND NOTIFICATION CIRCUIT THROUGHOUT THE BLDG„ ACTIVATION OF THE FLOW SWITCH LOCATED NEXT TO THE SPRINKLER RISER SHALL, A, ANNUNCIATE AT THE MAIN FIRE ALARM PANEL AS AN ALARM C❑NDITION, B, TRANSMIT A ALARM SIGNAL TO A U,L, CERTIFIED CENTRAL STATION SYSTEM, C. ACTIVATE ELECTRIC BELL AND N❑TIFICATION CIRCUIT THROUGHOUT THE BLDG, ANY ABNORMAL C❑NDITION SHALL (SHORT, OPEN, GROUND, TAMPER SWITCH ACT,): A, ANNUNCIATE AT THE MAIN FIRE ALARM PANEL AS AN TROUBLE C❑NDITION, B, TRANSMIT A TROUBLE SIGNAL TO A U,L, CERTIFIED CENTRAL STATION SYSTEM, NOTE: REST❑RING ANY TROUBLE C❑NDITION SHALL RETURN THE SYSTEM TO NORMAL, NOTE: ALL FIRE ALARM DEVICES SHALL BE SUPERVISED, NOTE: HORNS SHALL HAVE A TEMPORAL TONE IN A LOOP UNIT SILENCED, NOTE: FIRE ALARM SHALL BE MONITORED BY A U,L, CERTIFIED CENTRAL STATION, WIRE LEGEND SYM. WIRE TYPE AND DESCRIPTION A 18-2 FPL 24 VOLT POWER B 16-2 FPL WIRE FOR SLC C 12 AWG THHN WIRE FOR FACP & POWER SUPP. POWER D 12 AWG THHN WIRE FOR FACP & POWER SUPP. GROUND F 14-2 FPL WIRE FOR HORN/STROBE AND STROBES G 18-4 FPL FOR ANNUNCIATOR i THE FOLLOWING NOTES SHALL SERVE AS MEETING THE REQUIREMENTS SET FORTH UNDER THE FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.008 (5) FOR DESIGN OF FIRE ALARM, SIGNALING SYSTEMS AND CONTROL SYSTEMS ENGINEERING DOCUMENTS. 2. THE FIRE ALARM CONTRACTOR SHALL PROVIDE A COMPLETE ADDRESSABLE FIRE ALARM/DIALER SYSTEM AS SHOWN IN PLANS,IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE, THE 2017 FLORIDA FIRE PREVENTION CODE, AND THE FOLLOWING CODES INCLUDING BUT NOT LIMITED TO, NFPA 72 (2013 EDITION), NFPA 70 (2013 EDITION), THE OWNER'S INSURANCE COMPANY IF ANY, THE STATE AND/OR LOCAL FIRE MARSHAL, THE LOCAL AMENDMENTS TO THE FLORIDA BUILDING CODE, THE, LOCAL BUILDING DEPARTMENT, AND OTHER APPLICABLE RULES AND REGULATIONS. 3. PROVIDE A FIRE DEPARTMENT DIALER FIRE ALARM SYSTEM IN COMPLIANCE WITH FLORIDA FIRE PREVENTION CODE, NFPA 101 REQUIREMENTS FOR MERCANTILE OCCUPANCIES. A COMPLETE FIRE ALARM SYSTEM IS NOT REQUIRED FOR THIS BUILDING PER FFPC. 4. INITlAT10N SHALL BE AS PER FFPC SECTION 36.3.4.2. (3) VIA THE ACTIVATION OF THE FIRE SPRINKLER SYSTEM, INSTALLED THROUGHOUT THE BULDING. 5. THE ONLY NOTIFICATION DEVICE TO BE PROVIDED IS A BELL TO BE LOCATED RIGHT OUTSIDE THE FIRE ALARM/SPRINKLER RISER ROOM. NO N011FICAT10N DEVICES ARE REQUIRED INSIDE THE BUILDING. 6. FIRE ALARM SYSTEM SHALL ACTIVATE EMERGENCY FORCES NOTIFICATION, TO AN OFF SITE CENTRAL STATION. 7. FIRE ALARM PANEL SHALL BE INTELLIGENT AND HAVE STANDBY BATTERY BACKUP AS PER NFPA 27 2013 EDITION, FOR 24 HOURS IN STANDBY AND 15 MINUTES OF ALARM. 8. THE PRIMARY POWER SOURCE FOR THE FIRE ALARM PANEL SHALL BE CONNECTED TO A DEDICATED LOCKED CIRCUIT BREAKER. 9. CABLE TYPE, SIZE AND INSTALLATION REQUIREMENTS SHALL COMPLY WITH ARTICLE 760 OF NFPA 70 (NEC) FOR POWER LIMITED FIRE PROTECTION SIGNALING CIRCUITS -WIRING METHODS AND MATERIALS. 10. FOR MINIMUM CABLE SIZES, REFER TO WIRE LEGEND THIS SHEET. 11. ALL WIRING AND CONDUIT TO CONFORM WITH NFPA 70. WIRE SHALL BE SOLID COPPER OR STRANDED COPPER WITH A MAXIMUM OF 7 STRANDS FOR SIZES 16 AND 18 AWG. STRANDED COPPER WITH A MAXIMUM OF 19 STRANDS. 12. CIRCUIT POLARITY MUST BE OBSERVED. 13. CONDUIT SHALL BE NO MORE THAN 40% FILL, PER NFPA 70. FIRE ALARM PANEL CABLE SHALL NOT SHARE CONDUIT WITH ANY OTHER ELECTRICAL DEVICES NOT RELATED TO FIRE ALARM SYSTEM. 14. FIRE ALARM PANEL SHALL NOT BE USED TO POWER ANY OTHER EXTERNAL DEVICES NOT RELATED TO FIRE ALARM FUNCTIONS WITHOUT APPROVAL. 15. ALL FIRE STOP PENETRATIONS SHALL BE SEALED WITH A UL APPROVED FIRE STOP MATERIAL. 16. GROUND FIRE ALARM PANEL AS INDICATED AND PER MANUFACTURER RECOMMENTATIONS, AND NFPA 70, ARTICLE 760. MINIMUM WIRE SIZE IS 14 AWG FOR GROUND CONNECTION. PANEL NEUTRAL OR CONDUIT GROUND CONNECTION IS NOT ACCEPTABLE. 17. FIRE ALARM PANEL CIRCUITS SHALL BE CLASS B STYLE Y AND STYLE 4. 18. A BREAK IN ANY FIELD WIRING OR GROUND OF ANY CONDUCTOR WILL RESULT IN THE ACTIVATION OF THE FIRE ALARM PANEL TROUBLE SIGNAL WHICH WILL PRODUCE AND AUDIBLE AND VISIBLE ANNUNCIATION AT THE PANEL. 19. THE 120 VAC POWER FEED FOR THE FIRE ALARM PANEL AND POWER SUPPLIES MUST BE FROM A DEDICATED EMERGENCY PANEL BREAKER AND BREAKER SHALL BE IDENTIFIED AS "FIRE ALARM CIRCUIT" PER NFPA 72. 20. FIRE ALARM PANEL SHALL BE MONITORED OFF-PREMISSE BY A UL LISTED CERTIFIED CENTRAL STATION IN ACCORDANCE WITH NFPA 72. 21. TWO TELEPHONE LINES SHALL BE PROVIDED TO THE FIRE ALARM PANEL FOR PURPOSES OF MONITORING THE FIRE ALARM SYSTEM. TELEPHONE LINES SHALL BE CONNECTED IN CONFORMANCE WITH NFPA 72. ANY OTHER MONITORING SYSTEM IS REQUIRED TO BE APPROVED BY THE LOCAL JURISDICTION. 22. UPON COMPLETION OF THE INSTALLATION A "CERTIFICATE OF COMPLETION" SHALL BE PROVIDED TO THE CUSTOMER AND THE LOCAL AUTHORITY HAVING JURISDICTION. AN OWNERS MANUAL AND INSTALLATION INSTRUCTIONS COVERING ALL SYSTEM EQUIPMENT, RECORD DRAWINGS AND FOR SOFTWARE BASED SYSTEMS, A RECORD COPY OF THE SITE SPECIFIC SOFTWARE. CONTRACTOR TO PROVIDE FLOW AND TAMPER CONNECTED TO ALARM DBL CHECK VALVE WITH AVID SHOWN ON THE FS PLANS, NOTE: VERIFY ALL DEVICES IN FIELD NOTE: BACKFLOW Yi— FACP n F(IF I ED) DEVICES RISER B EOL M M M M SLC Z24 Z23 Z22 Z21 COMM. FAIL AIC POWER RATT. FAULT AT ROOM ACTIVE SYSTEM TRRL [DOORFACP B ABOVE 0 SUPERVISORY � � EOL E� SLC AT P Z12 RISERZ11 1 B FACP EOL M SLC Z41 C- \ , TO MAIN PANEL 120 TO 20 AMP BREAKER,LOCK ON & MARKED RED 2#12 AWG THHN CONDUCTOR NOTE: PANEL SUPPORTS (1) SIGNALING LINE CIRCUIT PANEL SUPPORTS (198) ADDRESSABLE DEVICES PANEL SUPPORTS (4) NOTIFICATION APPLIANCE CIRCUITS SHALL BE SILENT NIGHT OR NOTIFIER. T1 PH.LINE #1 I V JJ PH.LINE #2 I V JJ TO OFFSITE CENTRAL STATION NOTE: PROVIDE BATTERY BACKUP FACP LOCATED IN ELECT.RM, L- - GRND. I BUCHANAN P"E CONSULTING INC. SEAL ELECTRICAL * MECHANICAL * PLUMBING E NGINE ERIN G 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: BUCHANAN®MEPENGINEERS.COM CERTIFICATE OF AUTHORIZATION # 8842 ❑ RAJA BUCHANAN RE # 48916 ❑ MAURICE LORD P.E # 72550 DATE: ipesign"Techi ntern Eatol on a I 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 wwwAtiarchitect. corn Carlos Pizarro, R.A. AR - 0013079 Revisions: Date Description Z a O o'* N W r M c Q N0 LL W 2w Z �O W LL aW Wv vn Q �0 P LU a �W�� o O Wa .� Z w W Cl J CU ow Q d" a Q Zj:ti p Z Z 0 W °aT_ �q m JZ a 0 o ti Q ~�0 W �OOG OVW tLU O=LU OW 19N L � a Z V LU aC6 0 M� Q = LL J -' = W N Job Number: 19093.01 File name: Issued Date: 11,21.19 Drawn by: J.0 Checked by: C.P SHEET NAME FIRE ALARM DIALER PLAN SHEET NUMBER FA-1 I NOTE: ALL SIZES IN THIS DRAWING TO BE CONFIRMED BY HYDRAULIC CALCULATIONS TO ALHAMBRA SYSTEM \ SURE —TEST IN VALVE CONNECTION (�SPh) POTTER FLOW SWTCH �I SEE CIVIL PLANS FOR DETAIL NEW ADDITION SYSTEM COMM VALVE W/TAMPfW� sw<rCH CENTRAL BFV 331 GR. BUTTERFLY VA..L W/ TAMPER SW. FINISHED FLOOR UNDERGROUND SERVICE DOUBLE DETECTOR CHECK ASSEMBLY DETAIL NEW RISER DETAIL N.T.S. NOT TO SCALE C— f NUTTM rO i_.� % >- /-^ CTr "� L /moo C, ; / ,� r , Power Driven S Concrete ConsImc1lon \3/8' - 3/8' All Threod Rod----- Rod CoLVIng ALL THREAD ROD Sew Ring pipe - + ✓— PIPE RING HANGER DETAIL C-CLAMP HANGER N.T.S. N ory 10 SCALE 2}'x2}'x4' FDC (SIZES TO CHECK VALVE BE CONFIRMED BY HYD. CALL) GRADE TO SYSTEM FREE STANDING FIRE DEPT. CONNECTION N.T.S. HANGER SCHEDULE NFPA 13 TABLE 6.2.2.MAXIMUM DISTANCE BETWEEN HANGERS (FT — IN) NOMINAL PIPE SIZE 3/4" 1" 1-1/4" 1-1/2" 2" 2-1/2" 3" 3-1/2" 4" 5" 6" 8" STEEL PIPE EXCEPT THREADED LIGHT— N/A 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 15-0 WALL THREADED LIGHT — WALL STEEL PIPE N/A 12-0 12-0 12-0 12-0 12-0 12-0 N/A N/A N/A N/A N/A CPVC 5-6 6-0 6-6 7-0 8-0 9-0 10-0 N/A N/A N/A N/A N/A NOTES 1. THERE SHALL BE NOT LESS THAN ONE HANGER FOR EACH SECTION OF PIPE 2. SUPPORT SPACING DISTANCE FOR END LINE SPRINKLER DROP ELBOWS AND DROP TEES TO BE IN ACCORDANCE WITH NFPA 13 AND THE PRODUCT APPROVAL LISTING. 3. USE TRAPEZE HANGERS AS REQUIRED IN COMPLIANCE WITH NFPA 13 CHAPTER 9 WHERE STRUCTURAL MEMBERS ARE NOT AVAILABLE FOR HANGING. HANGERSCHEDULE FIRE SPRINKLER HEAD SCHEDULE AREA KIND TEMP K NPT ❑RIF MFG. MODEL# ESCUT/C❑ATC) C❑NN, ALL OPEN AREAS UPRIGHT ON A 1" OUTLET 155** 5.60 1" 1/2" CENTRAL TY—FRB SEE NOTES* Thread NOTE: KIND AND FINISH OF HEADS TO BE COORDINATED WITH ARCHITECT. EXTENDED COVERAGE HEADS CAN BE USED, WITH PROPER DESIGN/HYD CALCS. * CORROSION RESISTANT HEADS SHALL BE USED FOR EXPOSED HEADS — INTERMEDIATE TEMPERATURE HEADS WHERE CEILING TEMPERATURE EXCEEDS MAXIMUM TEMPERATURE FOR ORDINARY HEADS. GENERAL NOTES / SCOPE OF WORK 1 THE FOLLOWING NOTES SHALL SERVE AS MEETING THE REQUIREMENTS SET FORTH UNDER THE FLORIDA ADMINISTRATIVE CODE SECTION 61G15-32.002 (5) FOR FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS. 2. (61G15-32.004 (2)- (b))T THE CONTRACTOR SHALL PROVIDE A COMPLETE FIRE SPRINKLER INSTALLATION FOR THE PROJECT AS INDICATED IN THE FIRE PROTECTION SYSTEM ENGINEERING DOCUMENTS. THE SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE, THE 2017 FLORIDA FIRE PREVENTION CODE, AND THE FOLLOWING CODES INCLUDING BUT NOT LIMITED TO, NFPA 13 (2013 EDITION), NFPA 14 (2013 EDITION), NFPA 20 (2013 EDITION), NFPA 24 (2013 EDITION), THE OWNER'S INSURANCE COMPANY IF ANY, THE STATE AND/OR LOCAL FIRE MARSHAL, THE LOCAL AMENDMENTS TO THE FLORIDA BUILDING CODE, THE LOCAL BUILDING DEPARTMENT, AND OTHER APPLICABLE RULES AND REGULATIONS. THIS IS A RETAIL BUILDING. 3. THE FIRE SPRINKLER SYSTEM SHALL BE WET KIND AND DESIGNED AS OUTLINED BELOW. NOTE: PIPING SHALL NOT BE INSTALLED EXPOSED WHEREVER TEMPERATURES CAN REACH LESS THAN 40oF, OR ELSE A DRY SYSTEM SHALL BE USED. SCOPE OF WORK IS PROVIDE A CODE COMPLIANCE FIRE SPRINKLER SYSTEM TO THE NEW BUILDING. (61 G15-32.004 (1)). AREAS SHALL BE CLASSIFIED AS SHOWN IN DRAWING AS FOLLOWS: (61 G15-32.004 (2)- (c)/(d): LIGHT HAZARD (SEE NOTES BESIDE HATCHED AREAS) DESIGN DENSITY: 0.1 GPM/SQFT OVER THE MOST DEMANDING 1500 SQFT. FIRE SPRINKLER SPACING: 225 SQ.FT. MAXIMUM (UNLESS OUTLINED IN ANY APPROVED EXTENDED COVERAGE HEAD) AREAS/ROOMS: EXIT CORRIDORS, OFFICES, BATHROOMS, AND SIMILAR AREAS. HOSE REQUIREMENTS: 100 GPM (TOTAL COMBINED INSIDE/OUTSIDE) NOTE: AREAS CAN BE REDUCED AS ALLOWED IN NFPA 13 #11.2.3.2.3 WITH THE USE OF QUICK RESPONSE HEADS. NOTE: THIS IS A SHELL BUILDING SPRINKLER SYTEMS AND NO LIGHT HAZARD OCCUPANCY HAS BEEN IDENTIFIED AT THIS POINT ORDINARY HAZARD GROUP 1 (SEE NOTES BESIDE HATCHED AREAS). DESIGN DENSITY: 0.15 GPM/SQFT OVER THE MOST DEMANDING 1500 SQFT. FIRE SPRINKLER SPACING: 130 SQ.FT. MAXIMUM. AREAS/ROOMS: RESTAURANT COMMERCIAL KITCHEN AREAS. MECHANICAL ROOM. ELECTRIC ROOMS, AND FIRE ALARM ROOM CAN BE CLASSIFIED AS ORDINARY HAZARD GROUP 1 WITH DENSITY OF 0.15 GPM/SQFT OVER THE MOST DEMANDING 1500 SQ FT. HOSE REQUIREMENTS: 250 GPM (TOTAL COMBINED INSIDE/OUTSIDE). NOTE: AREAS CAN BE REDUCED AS ALLOWED IN NFPA 13 #11.2.3.2.3 WITH THE USE OF QUICK RESPONSE HEADS.. ORDINARY HAZARD GROUP 2 (SEE NOTES BESIDE HATCHED AREAS). DESIGN DENSITY: 0.2 GPM/SQFT OVER THE MOST DEMANDING 1500 SQFT. FIRE SPRINKLER SPACING: 130 SQ.FT. MAXIMUM. AREAS/ROOMS: RETAIL AREAS. MECHANICAL ROOMS, ELECTRIC ROOMS, AND FIRE ALARM ROOM CAN BE CLASSIFIED AS ORDINARY HAZARD GROUP 1 WITH DENSITY OF 0.15 GPM/SQFT OVER THE MOST DEMANDING 1500 SQ FT. HOSE REQUIREMENTS: 250 GPM (TOTAL COMBINED INSIDE/OUTSIDE). NOTE: AREAS CAN BE REDUCED AS ALLOWED IN NFPA 13 #11.2.3.2.3 WITH THE USE OF QUICK RESPONSE HEADS. STORAGE LIMITATIONS SPRINKLER HEADS REQUIRED CLEARANCE OF 18" BELOW THE STANDARD SPRAY SPRINKLER HEAD'S DEFLECTOR AS REQUIRED PER NFPA 13. MAXIMUM STORAGE HEIGHT 12 FT. NO RACK STORAGE ALLOWED IN RETAIL SPACES. 4. THE CONTRACTOR SHALL SUBMIT THREE (3) SETS OF SHOP (FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS) DRAWINGS AND, IF APPLICABLE, HYDRAULIC CALCULATIONS FOR REVIEW BY THE ARCHITECT/OWNER PRIOR TO COMMENCING ANY FIELD WORK. AS WELL, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND, IF APPLICABLE, HYDRAULIC CALCULATIONS TO THE LOCAL BUILDING DEPARTMENT OR AUTHORITY HAVING JURISDICTION AND OBTAIN ALL NECESSARY APPROVALS AND PERMITS FOR THE PROJECT. 5. THE CONTRACTOR SHALL COORDINATE ALL FIRE SPRINKLER WORK WITH ALL OTHER CONSTRUCTION DISCIPLINES INCLUDING BUT NOT LIMITED TO HVAC, PLUMBING, ELECTRICAL, STRUCTURAL AND CIVIL. 6. THE SHOP DRAWINGS, INCLUDING HYDRAULIC CALCULATIONS, SHALL SHOW THE SIZES, TYPES, AND DIMENSIONAL LOCATIONS FOR ALL FIRE SPRINKLERS, MAINS, AND BRANCHES FOR THE WATER SUPPLY TO THE CONNECTION OF THE NEW SYSTEM. 7. (61G15-32.004 (2)- (a )) THE POINT OF SERVICE FOR THE FIRE SPRINKLER SYSTEM SHALL BE IN ACCORDANCE WITH THE 2011 FLORIDA STATUE 633.021 (20). 8. THE CONTRACTOR SHALL COORDINATE SCHEDULES WITH CONTRACTOR AND FINISHES WITH THE OWNER. 9. THE CONTRACTOR SHALL USE FLOW TEST PERFORMED BY THE LOCAL AUTHORITY. SEE RESULTS THIS SHEET. THE FLOW TEST WILL HELP ASCERTAIN THE WATER SERVICE REQUIRED FOR THE FIRE SPRINKLER INSTALLATION. THE HYDRAULIC CALCULATIONS SHALL ALLOW FOR A 10% PRESSURE REDUCTION AS A FACTOR OF SAFETY AND/OR COMPLY WITH AHJ REQUIREMENTS AND/OR USE PRESSURE AND FLOW CRITERIA PROVIDED BY THE AUTHORITY HAVING JURISDICTION. 10. COORDINATE ANY SPECIAL TESTING REQUIRED BY THE LANDLORD. 11. PIPING INSTALLATION A. MAKE CHANGES IN SIZE OF PIPE WITH REDUCING FITTINGS; BUSHINGS ARE NOT PERMITTED. B. CAP OPENINGS IN PIPING DURING CONSTRUCTION. C. ESCUTCHEONS: FIT EXPOSED PIPES PASSING THROUGH FLOORS, WALL OR CEILING WITH ESCUTCHEONS. MANUFACTURE SPECIAL SIZES OF ESCUTCHEONS FROM STEEL AND PRIME COAT SAME. CUT IN ROUND, RECTANGULAR OR SQUARE SPACE TO PROVIDE A CLEAN APPEARANCE ACCEPTABLE TO THE GAP. D. PENETRATIONS THROUGH FIRE RATED WALLS SHOULD BE FILLED WITH A UL LISTED FIRE SEALANT IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND TO PROVIDE AT LEAST THE MINIMUM FIRE RATING OF THE WALL. E. ABOVEGROUND PIPE MATERIALS: 1. SCHEDULE 40, ALLIED XL, AMERICAN BLT OR COPPER (TYPE K, L OR M) FOR PIPE SIZES 1" THROUGH 2". 2. SCHEDULE 10 FOR PIPE SIZES 2Y2" AND LARGER. 3. SCHEDULE 80 FOR Y2, OR :Y4' NIPPLE. NIPPLES SHALL NOT EXCEED 4" IN LENGTH. 12. THE CONTRACTOR SHALL REMOVE ANY DEBRIS AND/OR REMAINING MATERIALS NOT USED IN THE INSTALLATION PRIOR TO PROJECT COMPLETION. 13. THE CONTRACTOR SHALL BEAR ALL COSTS OF A. PREPARING SHOP DRAWINGS AND DOCUMENTS B. SECURING PERMITS AND APPROVALS C. LABOR D. MATERIA S 11L5��-��&jITY OF ZEPHYRHILLS IN THEIR WEBSITE h tps, www, i,zephyrh l Is us/DocumentCenter/View/2158/2018-Annual- Drinking-Water-Quality-Report-CCR STATE, 'In 2018, the Florida Department of Environmental Protection performed a Source Water Assessment on our system, The assessment was conducted to provide information about any potential sources of contamination in the vicinity of our wells, There are 7 unique, potential sources of contamination, 7 of which are of a moderate susceptibility level, The assessment results are available on the FDEP Source Water Assessment and Protection Program website at www,dep,state,fl.us/swapp or they can be obtained from the City of Zephyrhills Utilities Department, Our Public Water System ID number is 6512020' Initial Distribution System Evaluation (IDSE), An Important part of the Stage 2 Disinfection Byproducts Rule (DBPR), The IDSE is a one-time study conducted by water systems to identify distribution system locations with high concentrations of trihalomethanes (THMs) and haloacetic acids (HAAs), Water systems will use results from the IDSE, in conjunction with their Stage 1 DBPR compliance monitoring data, to select compliance monitoring locations for the Stage 2 DBPR, Maximum residual disinfectant level or MRDL, The highest level of a disinfectant allowed in drinking water, There is convincing evidence that addition of a disinfectant is necessary for control of microbial contaminants, I GENERAL NOTES / SCOPE OF WORK CONT.. I I NORMAL DRINKING WATER C❑NTAINS DISINFECTANT RESIDUALS THAT GUARANTEE ELLIMINATI❑N OF BACTERIA, SAID BACTERIA IS NOT PRESENT AS LONG AS THE DISINFECTANT AGENT RESIDUAL IS PRESENT, RESIDUAL DISINFECTANTS D❑ NOT LAST LONG IN THE WATER AS THEY COMBINE WITH OTHER ELEMENTS, AS WATER GETS STAGNANT, THE BACTERIA THAT GENERATES MIC CAN DEVELOP. THIS MEANS THAT THE WATER INSIDE THE FIRE SPRINKLER SYSTEM SHALL BE C❑NTIN❑USLY MAINTAINED, FLUSHED, AND TESTED AS REQUIRED BY NFPA 25 CODE. EVEN THOUGH THERE IS ALWAYS A POSSIBILITY FOR BACTERIA GROWTH, AS LONG AS THIS MAINTENANCE IS FOLLOWED, THE MIC DEVELOPMENT WILL BE LESS LIKELY, THE ENGINEER DOES NOT RECOMMEND ADDITI❑NAL CORRECTIONS FOR MIC CORROSI❑N DEVELOPMENT, AS LONG AS THE WATER QUALITY DOES NOT DECREASE, IF WATER QUALITY GETS AFFECTED, OR WATER TREATMENT FOR THE WATER SOURCE IS SUSPENDED, A MIC STUDY NEEDS TO BE PERFORMED, AND WATER TREATMENT FOR MIC MIGHT NEED TO BE ADDED LOCALLY, 15, (61G15-32.004 (2)- (e)) THE WATER MAIN IS NOT A DEAD END AS IT IS INSIDE THE CITY WATER GRID, HOWEVER, THE WATER MAIN GRID IS NOT READILY AVAILABLE AT THE FRONT OF THE PROPERTY, PROPOSED UNDERGROUND PIPING SPRINKLER SITE WORK IS SHOWN ON SHEET FP.01, TAP INTO EXISTING CITY WATER MAIN USED AS WATER SUPPLY 16, THE BUILDING IS TO BE EQUIPPED WITH ONE (61G15-32,004 (2)- (g)) RISER TO INCLUDE THE MAXIMUM OF 52,000 SQ. FT AS PER NFPA 13, EQUIPPED WITH A NEW CONTROL VALVE, WITH TAMPER SWITCH, A MAIN DRAIN AND A FLOW SWITCH AS FOLLOWS, -CONTROL VALVE -SUPERVISED, A SUPERVISORY SIGNAL SHALL BE SENT TO THE FIRE ALARM PANEL IF TAMPERED WITH. -FLOW SWITCH, FLOW SWITCH CONNECTED TO THE FIRE ALARM PANEL THAT INITIATES OR REPORTS GENERAL ALARM WHEN ACTIVATED, SIGNAL SHALL BE TRANSMITTED VIA THE FIRE ALARM DIALER (OR REPORTING SYSTEM) TO THE FIRE DEPARTMENT. -MAIN DRAIN, SYSTEM WILL BE PR❑VIDED WITH MEANS OF DRAINING TO THE ❑UTSIDE AND ALSO A REQUIRED INSPECTORS 'TESTANDRAIN' VALVE OR SIMILAR, A DRAIN RISER SHALL BE INSTALLED PARALLEL TO THE COMBINED STANDPIPE To PROVIDE SAID CAPABILITY, -TESTING CAPABILITIES, AN INSPECT❑RS' TEST C❑NNECTION WILL BE INSTALLED AT EACH RISER NEXT TO THE L❑CATION OF THE CONTROL VALVE ON THE SYSTEM SIDE OF IT, INSPECTOR'S TEST VALVE SHALL BE USED FOR ACCEPTANCE TESTING OF FIRE ALARM AND FIRE SPRINKLER EQUIPMENT, TESTS SHALL BE PERFORMED AS PER NFPA 25 AND/OR AS REQUIRED BY AHJ, TESTS CONSIST OF FLOWING WATER TO ACTIVATE THE FLOW SWITCH AND GENERATE A GENERAL ALARM IN THE BUILDING, TROUBLE AND SUPERVIS❑RY CONDITIONS SHALL ALSO BE TESTED UNDER THE FIRE ALARM ACCEPTANCE TEST AS PER NFPA 25 AND NFPA 72, -STRUCTURAL SUPPORT, CONTRACTOR SHALL PROVIDE HANGING METHODS AS PER NFPA 13 CHAPTER 9, STRUCTURAL ENGINEERING DESIGN REGULARLY ACCOUNTS FOR THE WEIGHT OF THE SPRINKLER SYSTEM, STRUCTURAL ENGINEER SHALL BE USED AS SPECIFIED IN CHAPTER 9, OR IF SPECIAL HANGING CONDITIONS APPEAR, -(61615-32.004 (2)- (I)) NEW BACKFL❑W PREVENTER WILL BE INSTALLED AS SHOWN, HYDRAULIC CALCULATI❑NS SHALL INCLUDE BACKFLOW PREVENTER'S HEAD LOSS. 17, FIRE PROTECTI❑N DESIGN DOCUMENTS HAVE BEEN BASED ON INF❑RMATI❑N AS PROVIDED BY ARCHITECT/CIVIL ENGINEER, ENGINEER MAKES NO REPRESENTATI❑N FOR FUTURE MODIFICATI❑NS TO INFORMATION PROVIDED AND SHALL BE MADE AWARE OF ANY CHANGES FOR REVISION TO THE DESIGN HEREIN, 18, CONTRACTOR SHALL THOROUGHLY READ AND INC❑RP❑RATE ALL SPECS AS PER OWNER. OWNER REQUIREMENTS MAY INCORPORATE INSURANCE UNDERWRITERS', ABOVE AND BEYOND FLORIDA FIRE PREVENTION CODE REQUIREMENTS, WATER FLOW INFORMATION STATIC PRESSURE 55 PSI RESIDUAL PRESSURE 45 PSI FLOW IN G.P.M. 919 GPM DATE OF TEST 3/13/19 TIME OF TEST Undocumented TEST TAKEN BY City of Zephyrhills Utilities Dept. HYDRANT LOCATION 7744 Gall Blvd. Hydrants #8525 and 8526 * : 0. g ?� STAT F ' • X\ ' sZ BUCHANAN RE CONSULTING INC. SEAL ELECTRICAL * MECHANICAL * PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: BUCHANANOMEPENGINEERS.COM CERTIFICATE OF AUTHORIZATION # 8842 ❑ RAJA BUCHANAN RE # 48916 ❑ MAURICE LORD RE # 72550 DATE: PesignTec nte rn at mio n all 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 www.dtiarchitect.com Carlos Pizarro, R.A. AR - 0013079 11 Revisions: Date Description ZO a o� N WM T_ M 2 ce F_ V! Q 0 M ce W � Z _O w" a� W W_ ; Q M o C/) W m WQ ° OWWa _7 Z w W J UCD Cl) Q o W ao OZ Z_a~ QT_ p 1j n J = V Z M Oa. L J 0 �O a W r f- O W 2 106 pC�LU M� Z Q = U 0 UJ W ti a L V N ° OW = 1% N L Job Number: 19093.01 File name: Issued Date: 11.21.19 Drawn by: J.0 Checked by: C.P SHEET NAME FIRE SPRINKLER NOTES SHEET NUMBER "' P®O 1 I I I I I I I ff'1' _ II I I 1 11 I I I I 1' 11 11C I I I - - - 'I _- 11 ' ''I I I11l4I 1 "! 111 V ORDINARY HAZARD GROUP I. DENSITY 0.15 GPM/SQ FT. HOSE ALLOWANCE 250 GPM. AREAS: RESTAURANT'S COMMERCIAL KITCHEN, MECH. ROOMS. ORDINARY HAZARD GROUP II. DENSITY 0.20 GPM/SQ FT. HOSE ALLOWANCE 250 GPM. AREAS: RETAIL SPACES. MAX. 130 SQ FT. LIGHT HAZARD OCCUPANCY. DENSITY 0.1 GPM/SQ FT. MAX 225 SQ FT/SPRINKLER HEAD. USE RESTAURANT SEATING AREAS. LOCATION OF 4" FIRE SPRINKLER RISER. COMPLETE WITH MAIN CONTROL VALVE WITH TAMPER SWITCH, FLOW SWITCH AND MAIN DRAIN. ROOM TO BE SPRINKLERED. SPRINKLERS TEST VALVE AND DRAINS ARE IN THIS ROOM LOCATION OF STUB UP INTO BUILDING LADDER/FIRE ALARM AND SPRINKLER RISER ROOM NOTE: SPRINKLER PIPING TO BE INSTALLED AS TIGHT TO THE ROOF DECK AS POSSIBLE. NOTE: CALCULATE THE RESTAURANT SPACE SHELL SYSTEM AS ORDINARY HAZARD GROUP I. FOR TENANT DESIGN, RESTAURANT SEATING AREAS ARE TO BE DESIGNED PER LIGHT HAZARD AS LONG AS THIS SEATING SPACE IS SEPARATED FROM THE COMMERCIAL KITCHEN. PATIO / -•--- •-•-•-•=•-•-•--�-•- •-•-•-•-•-•-•-•-•------------------- /X jX REST T AURAN NOTE: ALL CANOPIES/OVERHANG OVER 4 FT WIDE AND MADE OF COMBUSTIBLE CONSTRUCTION MATERIALS SHALL BE SPRINKLERED PER NFPA 13. SPRINKLERS CAN BE OMITTED IF ALL CONDITIONS PER NFPA 13 APPLY. SEE SECTION 8-15 FOR CONCEALED SPACES AND/OR CANOPIES. NOTE: THIS DESIGN IS FOR A SHELL CONDITION SPRINKLER SYSTEM. ALL PIPING AND EQUIPMENT LOCATION/LAYOUT SHALL BE FULLY COORDINATED WITH ALL OTHER DISCIPLINES INCLUDING BUT NOT LIMITED TO MECHANICAL, ELECTRICAL, ETC. CONTRACTOR SHALL COORDINATE SHOP DRAWINGS AND CONTRACT OWNER OR HIS/HER REPRESENTATIVE BEFORE FABRICATING, INSTALLING OR PRODUCING SHOP DRAWINGS FOR PERMIT OR REVIEW. j;%;'j 1 i FIRE SPRINKLER PLAN SCALE: 3/16" = 1'-0" BUCHANAN RE CONSULTING INC. SEAL ELECTRICAL * MECHANICAL * PLUMBING ENGINEERING 6191 W. ATLANTIC BLVD, SUITE# 2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: BUCHANANOMEPENGINEERS.COM CERTIFICATE OF AUTHORIZATION # 8842 ❑ RAJA BUCHANAN P.E # 48916 ❑ MAURICE LORD P.E # 72550 DATE: DesmignTec �nternd--'-tiul Associates, Inc. AA26001933 Architecture Planning Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, Fl. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com Carlos Pizarro, R.A. AR - 0013079 11 Revisions: Date Description Z IL O o N F- M Q 2�cf)-0 W M z LU LLI j LL aW 0�v (n Q =acoW O m a ° Z W > Q LU w Q L11ij U W a� Z Z�~ aT- Q aQ Lj WLn J = V Z M C O mU)CL L >-� J�� �O Q D wLL O Cr- W o. C OC O 1% � OVWUj M� cn°CZ a= U O=W �W ti L L V N OW _ CCN 0. Job Number: 19093.01 File name: Issued Date: 11.21.19 Drawn by: J.0 Checked by: C. P SHEET NAME FIRE SPRINKLER PLAN SHEET NUMBER FP-1 i ° ° Ia �lN (JN JN) UN �79 APP ❑X ❑CA I❑N ❑F NEW HYDRANT SEE CIVIL D 6S, FOR EXA T L CAT ❑N COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COMPACT COM G= II II II II II II rl_I_ II II II � PR❑P❑ ED NEW 4// LiINE Al I 1 ; � � � PATIO - FEED ES PILDING, SIZE T❑ HE VERB FIELD WITH HYD, CAL ULATI❑ S, I II C❑❑RDINA E EXA T ' OCATI❑N II - WITH IV L. II II II 1 � I I I I II 1 II I �I RETAIL — I ❑ N I 1 41000 S.F. 1 l �— lM IiA W 11 �I�I�I�'I a�DD� —III - TOTALAREA I I 1 I 61400 S.F. I. II 1 I � � a DD 1 PROPOSED NEW 6" iLINE TO RESTAURANT, 'BUILDING, ! II Li mco— =—------- — --- — --- — --- _ rt II �X SIZE TO BE VERIF D WITH PROPOSED 40CATI❑N II -J I LCULATI❑NSI,I � II OF 4" STUBI UP INT BUILDING, SEE FP-1 BUILD FOR C❑NT I RESTAURANT 21400 S.F. II a II I II I I li �° z] II I II it ° I II \ I ° Zj _ __--------------- -- ---- ---I- - -°— — 77 I � , FIRE SPRINKLER SITE PLAN SCALE: 1 " = 12'-0" T_ C❑❑RDINATE WITH CIVIL PLM5❑SED L❑CATI❑N OF 6"X4"X22" FDC (verify sizec- withhyd ca(c)T❑ BE 150 F1 -- TO NEAREST HYDRANT C❑❑RDINATE WITH CIVIL PLANS - P POSED L❑CATI❑N OF 6" F I ❑TECTI❑NBACKFL❑W P VENTER (verify sizes with hyd calc) EXISTING WATER SERVICE E ICE WITH 6" GATE VALVE, W C❑❑RDINATE WITH CIVIL PLANS I P❑INT OF SERVICE AS PER FLORIDA ADMIN, CODE. C❑NNECT TO EXIST 6" WATER SERVICE. REFER TO CIVIL DWGS FOR MORE DETAILS C❑❑RDINATE WITH CIVIL PLANS ,,'011\\11r111 rrrril,,, ENS',, giJi \. VTANT�I�F .� L BUCHANAN RE CONSULTING INC. SEAL ELECTRICAL " MECHANICAL'' PLUMBING ENGI EERING 6191 W. ATLANTIC BLVD, S ITE# 2 MARGATE, FL 33063 Ph: 954-590-3300 Fax: 954-590-2232 Email: BUCHANAN MEPOGINEERS.COM CERTIFICATE OF AUTHORIZATION # 8842 ❑ RAJA BUCHANAN RE # 48916 ❑ MAURICE LORD RE # 72550 DATE: Carlos Pizarro, R.A. AR - 0013079 11 Revisions: Date Description a°FQ a of N T_ M V c Uj �ZW� F i aWW� coa I=- O 00 a �W�� �-1 a w Z W Q U� o W Q � R.- QO Zati QaW O Q� W Ln Z M .jZOF- L OD ;w U ti ° a 1—�O W� �OOG QVW t�% O a �W L = L N Z W v �o WLL acl 0 M� a �w = J -' = N Job Number: 19093.01 File name: Issued Date: 11.21.19 Drawn by: J.0 Checked by: C. P SHEET NAME FIRE SPRINKLER SITE PLAN SHEET NUMBER FP-1.1 w I' I 1111 IU REIS I I I lu.--iI mI LL1 m O z z a J IL W 0 w X ----wm-----wm-----wm EXISTING FIRE HYDRANT NO. 8526 SEE WATER CONNECTION I ' DETAIL, THIS SHEET -------- ------__--�_---�_----_---- ��on 0 _- 0-------- o------------......... ----- c ---- --- 0 - o---- 11___ 0 --� o - 0- 0 0--------- 0 -- - - ' Z M 01 20''1 1 --f i-san - - - - -son - - -son - _ = =san _ _ = _ =son = _ - - -son - - son - - - - -san - - - -san - - - - n - - {n - -son - - - - -son - - - - UTILITY LEGEND ..T. �r.--------- T( - 1 ��. �.,� ,..,. 1 r`r%r%1KICf--r -r^ C%/TC`TTI*Ir` C` A KITTA nV I A-rr7n A TRACT "B" F_ -I j OMMON AREA C/O IE=109.35 t-t /'J" 1A/ATGD FINISHED GRADE STORM OR WAIER to SANITARY I is MUN 'n SEWER PIPE z z I -�- � 1 N __ 00 Z NOTE: THIS METHOD TO BE USED WHEN INSUFT7CIENT COVER EXISTS TO 45' DIP ELBOW ALLOW WATER MAIN TO CROSS W/RES MNEDT ABOVE SANITARY SEWER Io1Nrs') LATERAL WITH 18' VER77CAL 1 SEPARA77ON AND MAINTAIN 36" MIN. COVER TO @WISHED GRADE. L IWC) WATER CROSSING DETAIM Ts FIRE HYDRANT TEST DATA: ON 12/19/2019, CITY OF ZEPHYRHILLS UTILITIES DEPARTMENT PERFORMED A FIRE ON 03/13/2019, CITY OF ZEPHYRHILLS UTILITIES DEPARTMENT PERFORMED A FIRE HYDRANT FLOW TEST. FLOW WAS MEASURED ON F.H. # 8527 @ 7600 GALL BLVD. HYDRANT FLOW TEST. FLOW WAS MEASURED ON F.H. # 8526 @ 7744 GALL BLVD. ZEPHYRHILLS, FL 33541. THE STATIC & RESIDUAL PRESSURE WAS RECORDED ON F.H. # ZEPHYRHILLS, FL 33541. THE STATIC & RESIDUAL PRESSURE WAS RECORDED ON F.H. # 8528 @ 7540 GALL BLVD. ZEPHYRHILLS, FL 33541: 8525 @ 7800 GALL BLVD. ZEPHYRHILLS, FL 33541: STATIC PRESSURE FLOW HYDRANT = 42 PSI STATIC PRESSURE FLOW HYDRANT = 55 PSI STATIC PRESSURE TEST HYDRANT= 42 PSI STATIC PRESSURE TEST HYDRANT= 45 PSI RESIDUAL PRESSURE TEST HYDRANT= 38 PSI RESIDUAL PRESSURE TEST HYDRANT= 55 PSI FLOW @ PITOT READING= 920 GPM FLOW @ PITOT READING= 919 GPM FLOW @ 20 PSI= 2310 GPM FLOW @ 20 PSI= 1807 GPM FIRE FLOW CALCULATIONS: PROJECT NAME: ZEPHYR COMMONS PARCEL 7 PROJECT A Y GALL BLVD. ZEPHYRHILLS PRO) ADDRESS: OUTPARCEL 7, ZEPHYR COMMONS, 0 , FL 33541 PROJECT DESCRIPTION: IMPROVEMENTS TO THE EXISTING UNDEVELOPED PARCEL (0.86 AC TOTAL) WILL INCLUDE A 6,400 SF RETAIL/RESTAURANT BUILDING (1-STORY) OCCUPANCY: M OCCUPANCY BUILDING TYPE 2 B 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 SPRINKLER SYSTEM (IF PROVIDED, DEDUCT 75% FROM BASE GPM, UNDER NO CONDITION SHALL IT DROP BELOW 1,000 GPM) GPM REDUCTION: 1,750 GPM x 75% = 1,312.5 GPM MINIMUM GPM CALCULATED = (1,750 - 1,312.5) GPM = 437.5 GPM = APPROX. 438 GPM FIRE HYDRANT TEST DATA: BOTTOM OF PIPE TOP OF PIPE INVERT ELEV. � 1 � PIPE A UJ U Qz W J U PIPE B PIPE CROSSING DETAIL NOT TO SCALE INVERT ELEV. U.S. HIGHWAY 301 PIPE CROSSING SCHEDULE CROSSING PIPE A PIPE B DIA. INVERT BOTTOM DIA. INVERT TOP CLEARANCE A 6 110.29 109.79 15 107.48 108.92 0.87 B 6 110.80 110.30 15 107.34 108.78 1.52 C 6 111.05 111.05 6 1110.00 110.50 0.55 D 6 111.15 111.15 6 109.83 110.33 0.82 E 4 111.31 111.31 6 109.48 109.98 1.33 F 6 111.20 111.20 6 109.36 109.86 1.34 G 15 110.17 109.98 6 107.95 108.45 1,53 H 1 6 110.79 1110.79 6 108.75 109.25 1.54 1 15 108.69 108.50 6 106.35 106.98 1.53 J 15 109.28 109.09 1 6 106.95 107.58 1.52 PIPE CROSSING CHART j 120.6 � Q SS SANITARY SEWER Q WATER SAMPLE POINT • CLEANOUT - CO CHLORINE INJECTION POINT --- GATE VALVE WM WATER MAIN FIRE HYDRANT FL FIRE LINE REDUCER U.E. UTILITY EASEMENT B/O BLOWOFF D.E. DRAINAGE EASEMENT W❑ WATER METER D.U.E. DRAINAGE & UTILITY EASEMENT ® BACKFLOW PREVENTER UTILITY NOTES: 1. EXISTINGI WATER MAIN LOCATIONS ARE BASED UPON JOHN L. WABY, PLS NO. 4270, OF AVID GROUP DATED 01/27/2020. 2. EXISTING SEWER SERVICE LOCATIONS ARE BASED UPON JOHN L. WABY, PLS NO. 4270, OF AVID GROUP DATED 01/27/2020. 3. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES FOR EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. 4. CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF ALL UNDERGROUND UTILITIES AND OTHER FEATURES PRIOR TO PROCEEDING WITH ANY PROPOSED CONSTRUCTION. 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 MODIFICATIONS REQUIRED OTHER THAN SHOWN ON THE PLANS. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER IN WRITING OF ANY DEVIATION FROM THE PLANS. 5. CONTRACTOR IS RESPONSIBLE FOR ALL UNDERGROUND CONDUITS AND WIRING TO SIGNS AND LIGHTING. 6. SEE ARCHITECTURAL / MECHANICAL ENGINEERING PLANS FOR ANY PROPOSED FIRE PROTECTION DESIGNS & SPECIFICATIONS. 7. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF ALL UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ON THE PLANS ARE NOT EXACT OR GUARANTEED. 8. ALL PROPOSED DOMESTIC WATER MAINS (DENOTED AS WM) SHALL BE C-900 DR-18 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 9. ALL PROPOSED RECLAIMED WATER MAINS (DENOTED AS RCWM) SHALL BE C-900 DR-18 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 10. ALL PROPOSED FIRE SERVICE LINES (DENOTED AS FL) SHALL BE C-900 DR-14 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 11. ALL SANITARY SEWER LINES (DENOTED AS SS OR SAN) SHALL BE SDR35 PVC PIPE UNLESS OTHERWISE NOTED ON THE PLANS HEREIN. 12. 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). BENCHMARK & DATUM NOTE: SEE COVER SHEET MAP REFERENCE FOR BENCHMARK REFERENCES AND DATUM CONVERSION. CITY OF ZEPHYRHILLS UTILITY NOTES: 1. THE 2" METER & BACKFLOW PREVENTOR WILL BE PROVIDED BY THE CITY UPON PAYMENT OF INSTALLATION TO THE BUILDING DEPARTMENT. i --wm-----wm-----wm-----wm-------wm--� �wm-----wm-----wrn CONTRACTOR TO VERIFY EXISTING i CONDITIONS AND LOCAL JURISDICTIONAL EXISTING 8"X6" REQUIREMENTS PRIOR TO BIDDING AND ( CROSS STARTING CONSTRUCTION .--- - -------.-.-.__._......_-.--------------- J==-=----------------- -- CONNECT6"WATER SERVICE PROPOSED 6" DR-18 TO EX. 6" GATE VALVE & WATER MAIN EX. 6' G.V. REMOVE TEMPORARY BLOWOFF 6" TEE 6" TEE 6"x2" RED. w w~IG 10' 6" G.V. 7 -- 2" BIG NUT VALVE BELOW GROUND (2) 6" 45° L....... _.- ^ 2" WATER METER ASSEMBLY. BENDS SEE DETAIL W-16A, SHT. 13.0 -(2) • - - - - 6 45° 3 BENDS "NI 6" BOLLARD --- ffA" TYP. - --- --- -- - I 3" WATER LINE 6" DR-14 FIRE LINE 6" DDCVA ? SEE DETAIL W-12, SHT. 13.0 6" TEE SAMPLE AND CHLORINE INJECTION POINT FIRE DEPARTMENT CONNECTION WATER CONNECTION DETAIL SCALE: 1"=10' J 0 N Z O ` a f Q R O d1 q w O m CJ z aw 0y w J J CL W O °¢C O w o- >_ N a V)� 0 N L W z g w W CL CL o 0 w w LLJ V) V) g � �m V) N O N O N O N N O O N W ' ' \ L 7 f O N N 'A to N Q cn co N ko Ln V* M Z 0�W>..V) 0zU1 Ln Z ^ N �L7m�z< o O aOWwoom >O��wc69m J z Q O M OUJ05< � U. 00 y* O� N zOz�N�ag88 O O N H O S H E E T N 0 4C NO.84516 STATE OF 02/09/2021 *5 1 This item has been digitally signed and sealed by Charles Potter, P.E. on the date adjacent to the seal. Printed copies of this document are not considered signed and sealed and the signature must he verified on any electronic copies. r01 m o N LL N CD Q o I �" 00 W %00 Vv W,�a Ce m o ;. j Q N � QU= M Z^ C 7 a o�� oXo M Q cr 2 Q N G. M CL LL. Q c7cDUztDcn LL_-�� Ce z'i i,- >- O W Z Q W LU Z J F_ a' w z 0 a V) � LL Z z Za O � � v O V IL W N LL J W V 1wJ Q � a J z Z � a O = N J V � � 1:9 >. U IL W N 700 w ~" a C, i MIN SIDE SLOPE UNDISTURBED c> FOR SHORED oQ FOR OPEN PER OSHA REQUIREMENTS EARTH (TYP) TRENCHES TRENCHES (TYP) WHERE SHORING IS NOT EXTENDED TO a T 1 O 1 O SURFACE, SLOPE EXCAVATION AWAY FROM TOP OF SHORING PER OSHA WARNING REQUIREMENTS TAPE PRIOR TO COMPLETION OF FINAL BACKFILL, A REMOVE SHEETING ABOVE 12" OF TOP OF PIPE; REMAINDER OF SHEETING TO BE LEFT IN PLACE ja 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 H 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) 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 1 18 1 18 I< D- 3 /% ° z OPEN TRENCH MAXIMUM 11 g VERTICAL WALL HEIGHT m PER OSHA REQUIREMENTS PIPE OUTSIDE DIAMETER OR HORIZONTAL CONDUIT SPAN ZONE ZONE NO. NAME MATERIAL COMPACTION 1Q FINAL BACKFILL AS SPECIFIED AT LEAST 95% MODIFIED PROCTOR INITIAL BACKFILL MAXIMUM DRY DENSITY ASTM D-1557 (98% O3 H.AUNCHING ® BEDDING WHEN UNDER PAVEMENT) Q FOUNDATION (1) REQUIRED WHERE UNSUITABLE MATERIAL IS ENCOUNTERED. TRENCH ZONE NOTES: 1� FINAL BACKFILL SHALL BE INSTALLED IN LIETS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. REFER TO ADDITIONAL NOTE 3. 02 INITIAL BACKFILL SHALL BE INSTALLED IN UFTS 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. 03 HAUNCHING SHALL BE IN COMPLETELY DEWATERED TRENCHES IN LIFTS NOT EXCEEDING 6 INCHES, LOOSE MEASUREMENT. ALL LIFTS SHALL BE COMPACTED BY HAND TAMPING. HAUNCHNG SHAD. BE BROUGHT UP EQUALLY ON BOTH SIDES OF THE PIPE. ® 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 A R REFILL REQUIRED. PT FOR RAPING OF THE BELL HOLES AND WHERE RE LL IS REQU BEDDING MATERIAL NEED NOT BE REPLACED OR REWORKED, EXCEPT 0 S 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 I$ 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 LIFT THICKNESSES, NOT EXCEEDING 12 INCHES LOOSE MEASUREMENT, ARE ACCEPTABLE IN TRENCH ZONES 1, 2, 4, AND 5 PROVIDED 1) THE LIFT 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. NTS b CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT ZEPHYRHILLS FLORIDA 33542 39825 ALSTON AVENUE PHONE (813)780-0029 FAX (813)780-0613 G=3 ___ CONCRETE DOME TO DRAIN CONCRETE FILLED 6" NOM G 0 STD WT SCH co 40 STL PIPE SLOPE TO DRAIN FIN GRADE CONCRETE 6 MIN Li E MI 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 NTS 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=10 COVER PER TRENCH FINISHED GRADE r PROPOSED UTILITY — SHEU DETAIL (TYP) ) FINISHED GRADE SEE EXHIBIT G a \ \\\ \ \ \ \ �, a ,\ ; ., ...__ DEPTH VARIES COVER PER TRENCH SAND CUSHION EXISTING UTILITY DETAIL (TYP) � EXISTING UTILITY I1 D MIN 10' M'N , PROPOSED UTILITY SEE EXHIBIT G-3 ` SEE MIN 'VERTICAL FULL LENGfH Of PIPE t/ SEPARATION --- - - CENTERED AT CROSSING !, REQUIREMENTS FULL ENG. OF SEE MIN VERTICAL - PIPE CENTERED } SEPARATION REQUIREMENTS Al CROSSING G PROPOSED UTILITY 1.257 ELB (TYP) P E EXISTING UTILITY ,' ` �` \ SEE NOTE SECTION A -A OPTION 1 (SUFFICIENT COVER AND SEPARATION AVAILABLE) — T 10' MIN 0' MIN /- EXISTING UTILITY SAND CUSHION FINISHED GRADE NOTET CtPIPEAL ,.� WITH APPROVAL. OF ENGINEER, CONTRACTOR MAY DEFLECT PIPE AS SPECIFIED INSTEAD OF USING FITTINGS. ---SAND CUSHION COVER PER TRENCH \� ``` 67MINI 11.25' ELB (TYP) DETAIL (TYP) -" - SEE NOTE OPTION 2 (SUFFICIENT SEPARATION AVAILABLE) PROPOSED UTILITY SEE EXHIBIT C-3 _ FINISHED GRAD \ r 6' MIN (PROPOSED UTILITY _ v _.._F .._........ I _' \\ (MIIy,TYp) COVER PER TRENCH DEPTH VARIES CONCRETE FULL ENCASEMENT SECTION B-B A CONCRETE FULL ENCASEMENT DETAIL (TYP) - 10'--0" MIN 1C'--O" MIN I 1 ------- --. __ St.. EXHIBIT G-3 I 112" -� CLPIPE EXSTING UTILITY EXISTING UTILITY PROPOSED UTILITY MIN NOTE. GI f f SAND CUSHION \ 1 (TYP) WITH INSTEADAPPROVAL OF ENGINEER, CONTRACT^R MAY DEFLECT PIPE AS SPECfrI D —_` G MIN ��~ ---- F T z FiPE v.D. 6 - r r _ US NG `FITTINGS. MIN ALTERNATE OPTION 1 SUFFICIENT COVER OR SEPARATION NOT AVAILABLE \`" 1 ..2' `LB (TYP) _—� —� - `,. SEE NOTE 2 I _-.._.__._- ------- _.._-------...._._____. __._-_---_----._._-__-- ..-__._._._._ ._._._._. .._._._.. ____-..._._. MINIMUM VERTICAL SEPARATION REQUIREMENTS POTABLE GRAVITY SANITARY SEWAGE RECLAIMED STORM ( ELECTRIC COMMENTS PROPOSED UTILITY WATER FORCE MAIN WATER TELECOMMUNICATIONS POTABLE WATER 1'-O" V-O"(1,2) V-O"(1,2) 1'-0"(1) -0" i'-U" SEF.: NCTE 1 GRAVITY SANITARY SEWER V-6"(2) 1'-0" t'-0"- '-6" 1'-6"(2) V-0" SEWAGE FORCE MAIN ? •-6"(2) 1' C" t 1'-O" C" •: V-6"(,2) 1' C" SEE NO E 2 STORM RECLAIMED WATER -0" 1'-6 1'-6 -U" 1'-0" 0" SEE. NOTE 2 c -C1RIC O„ O.. TELECOMMUNICATIONS-_- (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. MINIMUM VERTICAL SEPARATION REOUIREMENTS MINIMUM HORIZONTAL SEPARATION EXISTING UTILITY PROPOSED UTIL TY POTABLE GRAM Y SANITARY SEWAGE STORM REC�iMEC ELECTRIC WATER SEWER FORCE MAIN ;yATER I TELECOMMUNICATIONS POTABLE WATER 1'-0" 10--0"(12) '' 10'-O"(1,2) 3'--0'(1) 3'-0"(1,3) GRAVITY SANITARY SEWER 10'-C"(2) -0" I -0" 3'-0" 3'-T(2) SEWAGE FORCE MAIN 10'--C"(2) "-0" " 0" 3'-0' (2) STORM 3'-0"(') �._�„ 3'-C' _3'-0" 1'-0" 3'-,7 �3-0"-_ RECLAIMED WATER 3' T(1,3) Y-0"(2) 3'-T(2) 3'-0" 1'-0" 3'-T ELECTRIC 3'-T 3'--O" 3'--0" Y-O" Y' O' 2'--0" TELECOMMUNICATIONS I (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 161111111111 RESTRAINED JOINT RETAINER RING 10'-0" MIN � PIPE 10'-C MIN NOTES 1. FOR PROPOSED 'WATER MAINS, THIS OPTION IS ONLY ALLOWED WITH APPROVAL OF THE ENGINEER AND FI ON A CASE BY CASE BASIS. 2. WITH APPROVAL OF ENGINEER, CONTRACTOR MAY DLFLECI PIPE AS SPECIFIED INSTEAD OF USING FITTINGS. ALTERNATE OPTION 2 (SUFFICIENT SEPARATION NOT AVAILABLE) MJ DI SOLID SLEEVE STAINLESS STEEL STIFFENER BUTT FUSED JOINT —7 PIPING CONNECTION HDPE TO DI OR PVC NTS HDPE PIPE --J HDPE MJ ADAPTER DECEMBER 2015 CITY OF ZEPHYRHILLS y� STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 PHONE (813)780-0029 FAX (813)780-0613 Gml 1 -- --PROPOSED UTI!_ITY 0 c wi FULL CONCRETE ENCASEMENT a+ 2500 PSI (MIN) 4s I CONCRETE z CONCRETE ENCASEMENT NITS UTILITY CONFLICT 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 G=4 2'-6" SQ. FRAME AND SOLID LID & NEENAH R-1974—A (ROUND) OR EQUAL AC PAVING OR GRADE TO PIPE O,D. " C CONC. COLLAR RAISE TO GRADE IN UNPAVED AREA PREMOLDED PLASTIC 4" MIN. EXPANSION JOINT MATERIAL ' ENCASEMENT S' TYP. o. o SAND BACKFILL CONCRETE ENCASEMENT .' o. EQUAL DIA. PIPE o (8„ I.D. MAX.) AS REQUIRED TO 4 ENCASE FITTINGS .�: (1)2'-0" JOINT AS SHOWN PLUG 10, UNDISTURBED SOIL GRAVITY CLEANOUT NOT TO SCALE 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 s=9 5'-0" UNLESS OTHERWISE NOTED ON DRAWINGS SLOPE 1 /8" / FT. 4" MIN. e n 7 7 7757T4 ' a 2500 P.S.I. 6" x6' 0 0/ 10 WWF CONC. (TYP.) 1 /2" EXPANSION JOINT (TYP.) FLAG (TYP.) 4'-0" 4'-0" 4,-0„ 12'-0" BETWEEN JOINTS CONCRETE WALKWAY DETAIL NOT TO SCALE ' DECEMBER 2015 CITY OF ZEPHYRHILLS r STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS FLORIDA O IDA 33542 PHONE (813)780-0029 FAX (813)780-0613 G=9C GAS TIGHT MANHOLE FRAME AND COVER FOR TRAFFIC DUTY ANTICIPATED 20" DIAMETER MINIMUM. INLET 4" MINIMUM. OUTLET 4" MINIMUM I CLEANOUT. CLEANOUT — 4.1 PLAN VIEW TOP REINFORCED FOR TRAFFIC ANTICIPATED. GRADE FOR PAVING SELF SEALING MANHOLE COVER T67 THICK CONC, PA. TYP. INLET & OUTLET SHALL BE ACCESSIBLE UNDER MANHOLE COVER 22" DIA. PRECAST AS REQUIR CLEANOUT MANHOLE BARREL SECTION TEE INLET — 4" PIPE MIN. OR EQUAL TO ,.r2 1/2" MIN. INLET GROUT 5" MIN WATER LEVEL PRECAST CONCRETEA,' _Z :2 MINIMUM 2/3 OF TOTAL 250 GAL. MIN. GREASE OR SEPTIC ILIQUID CAPACITY OR 1 /3 TOTAL TANK (OTHER TYPES CAPACITY SHALL BE SUBMITTED MAXIMUM FOR REVIEW) 1/3 NOTES: SECTION STRUCTUAL DESIGN OF GREASE TRAP SHALL BE IN ACCORDANCE WITH CHAPTER 10d-5 OF FLORIDA ADMINISTRATIVE CODES, GREASE TRAP OUTLET MIN. 2" BELOW INLET NOTES: 1. ACCESS FOR MONITORING THE INLET AND OUTLET PIPE FITTINGS OR BAFFLES SHALL BE PROVIDED FROM MANHOLES. CLEANOUTS SHALL BE INSTALLED BEFORE THE FIRST GREASE INTERCEPTOR AND WITHIN TWO FEET AFTER THE LAST INTERCEPTOR IN THE SERIES. 2. GREASE INTERCEPTOR (OR INTERCEPTORS) SHALL BE DESIGNED TO PRODUCE A CLARIFIED EFFLUENT ACCEPTABLE TO THE CITY OF ZEPHYRHILLS STANDARDS. CITY OF ZEPHYRHILLS DECEMBER 2015 STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 _ 1 PHONE (813)780-0029 FAX (813)780-0613 W u- u- - LL Lem >- 0 CD o m LLJ W O ` Q M 0 O to W � z o ti 0 m Z oJg O OU V) r u LL�vNi - a 0 N jy W z ac W a O go Lu ouj w Ln 5 W Co Co Ln O O O N N O � LLl N fh m ry — to ~Q O N � � N 0 �i C) a) 00 I, (O Ln v- M N + 1 Z WW>�- (A 0ZV) J LPI O(7m00<Lu z rl � � ^ O O W�O�m ¢ O W uiJ J N > 0W(7m z Q M O p Z w p 0 2 ;t m N z �V1wa¢vo p� pN HO o 0- a oru,, C E N s�.,�``' t i NO. 84516 -tl I STATE- OF z „ 12/03/2020 a J N LuCD Ln Q N o 0 O rn ko W �" 0 0 V wm ce v=M LL.I �(�7 Q Z -1 � CD p X M Q v- S Q N 0" M d LL a 2-- 2--LLp►Z.rC� U < O L< F— Luw Z d N Lu M Z Z O O V ce a W N LL W V U. a J J = W c O > a 'J W N ~ 0 LL p OC V ce � o V a W = N a W N S H E E T N • 0 W m I- O z } z a J a W N W x F- LL LL 1 Co z o Rl �� J > a 0 \ Lu a a DOUBLE CHECK WITH DETECTOR ASSEMBLY OUTDOOR INSTALLATICN FEBCO z O 1 1/4" SQ NUT TYP 3-NOZZLE FIRE HYDRANT MODEL 850, OR APPROVED EQUAL WITH THERMOSTATIC VALVE FREEZE I PROTECTION (FREEZE PROTECTION NOT SHOWN FOR CLARITY. THERMOSTATIC J VALVE SHOULD BE INSTALLED ON THE DOWNSTREAM TEST COCK CF THE REDUCED PRESSURE BACKFLOW PREVENTER U v1 Diu ~ V V w WITH FREEZE PROTECTION GENERAL NOTES: cz o 1 1/4" SO NUT (TYP EA NOZZLE) BACKFLOW PREVENTER) KIT z o /1 THE VALVE AND THE TEE ARE BREAK AWAY FLANGE DIRECTLY CONNECTED UNLESS i 6" 6" 1. A MASTER METER ASSEMBLY SHALL BE DIRECTLY ACCESSIBLE BY BOOM TRUCK 0 r Q w Inz 0 g a z Q THE WATER MAIN IS LOCATED GATE VALVE AND BOX POST INDICATOR 90' BEND OFF A COMMON BASE ROW, OR BY AN INTERIOR ROAD THAT IS NOT BLOCKED BY I cs � LL J r r o FINISH GRADE UNDER THE ROADWAY (IN WHICH CASE SEE EXHIBIT W-6A VALVE (IF REQUIRED) (TYP) A WALL OR GATE. THE ACCESS ROAD SHALL BE 12 FT WIDE MIN. AND PAVED ( ) c� = x G a THE VALVE IS TO BE HYDRANT EXTENSION AS e z LOCATED 18" FROM EOP DEPTH MIN. ) F J DI 9C' ELL (TYP, (CONCRETE OR ASPHALT) S f- � � (> REQ'D FOR ADDITIONAL 5'-d _(4) 6" BOLLARDS, 2- ALL ABOVE GROUND PIPES AND FITTINGS SHALL BE CLASS 53 D.I.P. FOR 4 INCH 0. ;5 0 �" w Lu w SEE DETAIL ON SHEET 6 UNION TYP �- ( ) AND LARGER PIPE. v1 o LL w °C O ENCASE CRUSHED STONE P � STEEL BALL I 3. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE z g � Lu o w a o uj � o w � W/30) FELT OR FILTER w z VALVE 3 4 `� / ' REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. n 6" WATER MAIN FABRIC w ( ) o ' MIN 1. 6" RMJ GV 1" EXPANSION T �- PIPE SUPPORTS ? Q JOINT FILLER (TYP) 1/2" EXPANSION (V200) 2' WIDE CHAMFER MATERIAL TYP CONCRETE ( ) (TYP) 4. ALL BACKFLOW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL. IN ADDITION y�j m (PER MANUFACTURER PAD THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A REDUCED PRESSURE 6 DIP (TYP) FINISHED I RECOMMENDATIONS) N 24" GRADE (TYP} (MIN} j 6" 6 GRADEFINISH DEVICE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA FOUNDATION FOR CROSS -CONNECTION CONTROL AND HYDRAULIC ° RESEARCH. I. N I. N I. N o y " V °y e°d° ^ M 0\0 O N N 11 W 1- ��C-� -� G a12•. 5. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-W1.4xW1.4 WELDED CD 1 0 Q CONCRETE SLAB, 4" THICK x 3'-4" WIDE x MIN 90' BEND (TYP) X 6 - W1.4 X W1.4 WIRE FABRIC AND SHALL BE TYPE 1, PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi. LEAVE DRAIN HOLE 10'-0" LONG W/ 6x6 W4.9xw4.9 WWF, FLOW WWF FLOW - ti O� 00 I� �O M N +•-I z OPEN CHAMFER EXPOSED EDGES 1' 6. SLAB WIDTH AND LENGTH SHALL VARY WITH ASSEMBLY. THE TOP OF SLAB SHALL Of w > - In - 0 z v1 PSW-1 ADAPTER (TYP) BE 2 INCHES ABOVE FINISHED GRADE. USE 3/4" SS NUTS BOTH SIDES OF JOINT (TYP) 4" FJxRPOJ DI PIPE SERVICE LINE SEE PLAN FOR SCH 80 PVC PIPE (OR AS SHOWN ON PLAN) TYP 7. THE METER ASSEMBLY & BOLLARDS SHALL BE PAINTED IN ACCORDANCE WITH J u+ a 3/4" SS ROD-2 REQ'D (MIN) OR PROVIDE RESTRAINED ' (TYP) SIZE AND MATERIAL TYPE TYP SSPC STANDARDS. COLOR TO BE CHOSEN BY THE CITY. a z >" o a O Z JOINTS (SEE NOTE 8) -LOW - - FLOW 0 0 m w z a m n'2Luw00� WL47 �--� w J N O WASHED CRUSHED STONE FOR DRAIN SUMP (FDOT No 4" FJ x FJ DI ac ELL 8. IF THE METER ASSEMBLY IS LOCATED WITHIN A TRAFFIC/VEHICLE AREA (PARKING 0 a w N 0 aJ a J Q00 00 N 57 STONE} 4" FJxFJ DI 90' EL_ LOT, DRIVEWAY, OR WITHIN 15 FT OF EDGE OF PAVEMENT/BACK OF CURB), H 5 w t) M z LL M N METERS UP TO 2 INCHES SHALL HAVE A MINIMUM OF 4 TRAFFIC BOLLARD 0 o z w O 0 i° z f 4* N PROTECTION POSTS, AND FOR METERS 3 INCHES & LARGER A MINIMUM OF 6 a ¢ O o O NOTES: A. FIRE HYDRANT INSTALLATION SHALL BE IN ACCORDANCE WITH THE CITY'S LAND DEVELOPMENT CODE. TRAFFIC BOLLARDS ARE REQUIRED. � a a 0 B. 3/4" STAINLESS STEEL ROD CUT AND THREADED AS REQUIRED, OR PROVIDE RESTRAINED JOINTS. C. FIRE HYDRANTS SHALL BE INSTALLED BETWEEN 3' AND 7' FROM EDGE OF PAVEMENT. NOTES: 1. ALL PIPE AND FITTINGS SHALL BE DUCTILE IRON, CLASS 53, CEMENT LINED INTERIOR WITH FLANGE FITTINGS FOR ABOVE GROUND NOTES: 1. SIZE OF BACKFLOW PREVENTER, ADAPTERS, ETC. SHALL BE THE SAME AS THE SERVICE LINE UNLESS NOTED OTHERWISE. TEMPORARY METER NOTES: 15_ i USE. MANUFACTURERS RESTRAINED JOINTS SHALL BE USED FOR UNDERGROUND PIPING. D. TIE RODS, NUTS, WASHERS AND OTHER FASTENERS SHALL BE GALVANIZED OR TYPE 316 STAINLESS STEEL. 2. CERTIFICATION BY THE CITY OF PROPER INSTALLATION AND OPERATION WILL BE REQUIRED PRIOR TO ACCEPTANCE BY THE CITY. 2. MATERIAL TYPE FOR BASE BENDS, VERTICAL RISERS, AND ABOVE GRADE PIPING 1. THE IN -LINE VALVE IS TO REMAIN CLOSED UNTIL AFTER THE CONSTRUCTION AND ACCEPTANCE OF THE DEVELOPMENT E. 4 1/2" PUMPER NOZZLE TO BE PERPENDICULAR TO CENTERLINE OF MAJOR STREET. FITTINGS (SHOWN PER ABOVE) SHALL BE SPECIFIED IN THE FLOW STREAM WATER DISTRIBUTION SYSTEM. �r F. FIRE HYDRANT ASSEMBLY INCLUDES ALL THAT IS SHOWN INCLUDING DI PIPE TO R/W. DIP TEE AT MAIN, HYDRANT, REDUCERS, VALVE, 3. ALL BACKFLOW ASSEMBLIES OR DEVICES MUST HAVE ASSE APPROVAL. THE BACKFLOW PREVENTION DEVICE ASSEMBLY SHALL BE A REDUCED DOUBLE CHECK PRESSURE DEVICE AS LISTED ON THE APPROVED LIST OF THE UNIVERSITY OF SOUTHERN CALIFORNIA IDENTIFICATION SCHEDULE. 2. THE METER ASSEMBLY IS TO BE REMOVED AFTER FINAL ACCEPTANCE OF THE NO.84s16 HYDRANT EXTENSIONS, VALVE EXTENSIONS, ALL PIPING AND MISCELLANEOUS APPURTENANCES REQUIRED FOR A COMPLETE INSTALLATION. FOUNDATION FOR CROSS CONNECTION AND HYDRAULIC RESEARCH FOR INSTALLATIONS WHERE CHEMICALS ARE ADDED TO THE FIRE 3. INSULATE ABOVE GRADE PIPING AND BACKFLOW PREVENTER ASSEMBLY AS WATER DISTRIBUTION SYSTEM BY THE CITY OF ZEPHYRHILLS HEALTH DEPARTMENT - FIRE HYDRANT IDENTIFICATION. MARKER SHALL BE SUPPRESSION SYSTEM. IF NO CHEMICALS ARE ADDED, A DUAL CHECK BACKFLOW PREVENTER CAN BE USED. SPECIFIED. AND THE CITY OF ZEPHYRHILLS PLANNING DEPARTMENT. 'U 1 STATE OF G. FOR FIRE HYDRANTS ALONG PAVED ROADWAYS, INSTALL RAISED PAVEMENT MARKER FOR BLUE AND IN ACCORDANCE WITH FDOT 706. MARKER SHALL BE LOCATED IN THE CENTER OF CLOSEST LANE PERPENDICULAR TO FIRE 4. THE 6 INCH CONCRETE SLAB SHALL BE REINFORCED WITH 6x6-WI.4xW1.4 WELDED WIRE FABRIC AND SHALL BE TYPE I, s 12/03/2020 � � �}� HYDRANT. PORTLAND CEMENT WITH A MINIMUM 28-DAY STRENGTH OF 3000psi. 4. FREEZE PROTECTION KIT NOT SHOWN FOR CLARITY. 3. ALL CONSTRUCTION MUST MEET APPLICABLE STATE AND/OR LOCAL ,c�0 tpA *r� Fs TM•.a»,r»..--'`�� 5. SLAB WIDTH SHALL BE 5 FT TYPICAL AND LENGTH SHALL VARY WITH ASSEMBLY. ROADWAY/ROADSIDE DESIGN STANDARDS INCLUDING, BUT NOT LIMITED TO, CLEAR ZONE REQUIREMENTS.'/ ©NA (- 6. BOLLARDS NEEDED IN HIGH TRAFFIC OR VEHICLE MOVEMENT AREAS. 7. ALL ABOVE GRADE VALVES TO BE OS&Y. VALVE HAND WHEELS SHALL BE LOCKED WITH CORROSION -RESISTANT CHAINS (THE CITY TO PROVIDE THE LOCKS). 2 „ OR LESS -REDUCED PRESSURE FIRE HYDRANT DETAIL GENERAL WATER METER ASSEMBLY NOTES NTS BACKFLOW PREVENTER DETAIL BACKFLOW PREVENTION ASSEMBLY (FOR FIRE SERVICE ONLY) NTS RESIDENTIAL OR COMMERCIAL DEVELOPMENT NTS NTS a CITY OF ZEPHYRHILLS DECEMBER2o15 CITY OF ZEPHYRHILLS APRILZo20 CITY OF ZEPHYRHILLS DECEMBER2a15 CITY OF ZEPHYRHILLS DECEMBER2015 u STANDARD DETAILS �r ` STANDARD DETAILS STANDARD DETAILS STANDARD DETAILS W . Q " CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT Ln 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 wmlo 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542� W=12 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 wm151 • 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 wmi 6 E ¢ p rn PHONE (813)780-0029 FAX (813)780-0613 PHONE (813)780-0029 FAX (813)T80-0613 PHONE (813)780-0029 FAX (813)780-0613 PHONE (813>780-0029 FAX (813)780-0613 W LL o .,.,.: -00 O v ce N N d 0 Q v QU=M [V ce Zv(7 o-A� oXo a rn Q er N 0" cM d t - Q 1_ C7 C9 U_ Z U'' to Z 2m pm � Z ILL. H O W Z Q W ce z a w zQ a in cn w zQ Z z J O L) SERVICE TYPE u O VALVE TYPE * GV - GATE VALVE *VALVE SIZE VALVE COLLAR » BFV- BUTTERFLY VALVE 4" VALVE IDENTIFICATION cSEE IDENTIFICATION DISC WATER DISK ANCHORED TO CONCRETE C N METER SWIVEL METER SWIVEL DETAIL FINISH GRADE OR SEE EXHIBIT W-5 GV DIRECTION AND NO OF L-2D ADAPTER (SPUD) ADAPTER (SPUD) Ix _.... \ \ ? Y Y 1 TURNS TO OPEN NIPPLE & REDUCING METER SWIVEL BALL REDUCED PRESSURE BUSHING (AS NEEDED) UNION VALVE BACKFLOW PREVENTER ASSEMBLY LOCKING BALL VALVE 1== m W / / /uj TRACING WIRE ----.._HAND TAMPED BACKFILL AT TOP SECTIONT I �°' N CURB STOP so• (FIPXFIP) ELBOW V LLI Q 1/a" LETTERS CAST IN 3" O DIA BRONZE DISK (TYP) `r ADJUSTABLE OPERATING NUT I CAST IRON LID WITH RAISED U. VALVE BOX a CI VALVE BOX SHALL REST P PAINTED BLUE (POTABLE) 18 INCH TL-TW-> I MIN. SWIVEL FINISHED �, j I ON BEDDING ROCK, NOT ON SEE NOTE OR RED (FIRE) UNION GRADE 5 V♦ THE PIPE j SEE NOTE CHINCH AMFER VALVE BOX » 12 INCH +PIPE DIA. (MIN. �'/A� I.- 2 t J vJ a FOOT #57 STONE 4" 24"0 x 4" THICK TYPICAL DISTANCE) 18 INCH J W p w m TRACING WIRE (6" DEEP) N CONCRETE PAD OTE: CAST 3 INCH SCH40 PVC PIPE MIN THROUGH SLAB (TYP.) CONCRETE SLAB ---� L' O 4, ri LOCATOR WIRE ACCESS-2" SCH 80 PVC, FEMALE ADAPTER COUPLING AND 2" BRASS PLUG W RECESSED NUT. TERMINATE INSULATED, SOLID 14 GAUGE COPPER LOCATOR WIRES AT TOP W/ 12" W s�-1- Q - 11 I OF EXTRA WIRE W ��! ,�...� I 7 _ '' LL I PIPE 11- V iy S.S. PIPING a _ ! PLAN VIEW 25' MAX A N ii• O J W 0 cV j- VALVE j COMPACTED BACKFILL nl q ui - 1FE1w I = j 2 INCH SOLID BRASS OR SS RISER _ wz O0P. N > w M4C =L ': FOOT =l-i LL mj x > w a W I' =1 I 111=1. 11=1_I j-OM#57 S ONE i4 3 " CHAMFER 2 INCH PE TUBING PE TUBING, I O z LL OR zO O 6 OFVNGTH ALVE6" * RELIEF VALVE DISCHARGE LENGTH VARIES I EE NOTE 6 A GATE VALVE SHALL BE I TO BE ABOVE 100 YR FLOOD PLAIN DEPENDING ON I INSTALLED WITHIN 2 PIPE SITE CONOM NS Q Q a „ Lv H DIAMETERS OF THE UNDERGROUND ELBOW CID ,r W INLET (TYP) CITY OF I M WIDTH OF BEDDING EQUALS \ Z Q ZEPHYRHILLS - PRIVATE LAYING WIDTH OF VALVE +12' POD (6" BEYOND EA SIDE) FINISHED ASPHALT FINISHED NOTES: J 1. SEE EXHIBIT W-16E FOR GENERAL WATER METER ASSEMBLY NOTES. NOTES: 2. WATER METER SIZE/STYLE TO BE DETERMINED BY ENGINEER AS WELL AS UPSTREAM AND DOWNSTREAM SPOOL LENGTHS. 1. EXTENSION OF VALVE BOX SHALL BE SET SO AS TO RESERVE 1 /2 OF THE ADJUSTMENT (2)-3 CLOSED TIE 0 5' OC, 2" FROM TOP W 3. SEE GENERAL CONSTRUCTION NOTES (ATTACHMENT E) FOR PAINTING REQUIREMENTS. 4. BOLLARDS ARE REQUIRED W HIGH TRAFFIC OR NEAR VEHICLE MOVEMENT AREAS. LENGTH FOR FUTURE USE. 5. ALL PIPING TO BE A MINIMUM OF 2-INCHES UP THROUGH THE LOCKING CURB STOP. U. 6. IF THE GATE VALVE CAN'T BE INSTALLED WITHIN THE CONCRETE SLAB, INSTALL IT WITHIN 25 FT. OF THE BUILDING FACE AND PROVIDE A CONCRETE COLLAR FOR THE VALVE BOX. 2. VALVE STEM EXTENSION(S) REQ'D TO MAINTAIN 2' DEPTH TO OPERATING NUT ON DEPRESSED O O Y■ 7. 2-INCH COMMERCIAL SERVICE LINES SHALL USE A 2-INCH SLEEVE AND TAPPING VALVE (INSTEAD OF A CORPORATION STOP) AT THE WATER MAIN CONNECTION. � w MAIN W/36" OR MORE COVER. VALVE COLLAR AND IDENTIFICATION DISK NTS GATE VALVE BOX NTS N WATER METER ASSEMBLY COMMERCIAL V a W 1-1/2 INCH AND 2 INCH METERS NTS = N -CITY OF ZEPHYRHILLS DECEMBER2o1s ;; CITY OF ZEPHYRHILLS APRIL2020 STANDARD DETAILS STANDARD DETAILS am CITY OF ZEPHYRHILLS UTILITY DEPARTMENT CITY OF ZEPHYRHILLS UTILITY DEPARTMENT W 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W=3 39825 ALSTON AVENUE ZEPHYRHILLS, FLORIDA 33542 W PHONE (813)780-0029 FAX (813)780-0613 PHONE (813)780-0029 FAX (813)780-0613 S H E E T 1