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Home My WebLink About7880-7898 Gall BlvdARCHITECT: 14125 NW 80th AVENUE , SUITE # 303 , MIAMI LAKES, FLORIDA 33016 TELEPHONE: (786) 235-9097 FAX: (305) 821-5911 www.dtiarchitect.com AA 26001933 Phelps Rd a P11e1P6 Rd nJ F t"t." aen A" Small Fauns 39 Y° Dr f Reven Rd fsob+n Wren Rd Tim r Q . Ko4 Arer' t3+ 'I�n r s erm Or Koss* Rd sr Koasik Rd +,� Ids Atscn Rd Cd:n a Ewell Rd Cambridge % m C: Clark Estates O Neukom 4,E North Town �' r A CamCq•I,dge or m brand ro Centre y4ade Hanoton Rd n 4 Gill Ave Honzons p 301 Sup yrhdi 1 PROJECT Lakeview New HortYOgs f t Knoll Land, 0 n _ 39 > -JtYrcw y Hilts `gsa Or C9'. PioKhst°e jr Lwene,y.�e r'n 3 a The Pond Na, +Ofi z 7 e 3�5s de'-3r $ 2 Pretty Pand Rd P, Zepisytfiritis Gs Zephyrhtlts Gammons Colony Company 4 Ua T Ca -den Ave Z' A'Ye Grw 3+ope Rd % Oak Run 3y • s Alpha Village P,u Estates Est: r,n Ave Mod+ al An.Ct Pasco Medical z King Kss.on 1441zs Aae Arts Center es Rw Ln Granada A-. n �e Pretty are in Spanish Spanish Pted+n°nt AYe Pond Park ,r..ed�e t N - Trails Ville $e Tarr LX Zephyrl, "! - E4 AREA MAP NT5 GENERAL NOTES 1. QUALITY ASSURANGE: A) USE ADEQUATE NUMBERS OF SKILLED YORKER5 MHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NEGE55ARY GRAFTS AND MO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND THE METHODS NEEDED FOR THE PROPER PERFORMANCE OF THE AORK OF SPECIFIED HEREIN. B) ALL MATERIALS AND AORKMAN5HIP SHALL BE IN ACCORDANCE KITH THE FLORIDA 13LD(5. CODE 2010 EDIT, G) COORDINATE DIMENSIONS OF ALL DISCIPLINES WITH ARCHITECTURAL DRAMING5. DO NOT SCALE DRAMING5 2. SUBMITTALS_ A) PRODUCT DATA: WHERE PRODUCT DATA IS GALLED FOR, PROVIDE THE FOLLOWING AS A MINIMUM: 1) MATERIALS LIST OF ITEMS PROPOSED TO BE PROVIDED UNDER SPECIFIC DIVISION OF WORK. 2) MANUFACTURER'S SPECIFICATIONS AND OTHER DATA NEED TO PROVE GOMPLIANGE WITH THE SPECIFIED REQUIREMENTS. 3) COLOR AND PATTERN CHARTS 5HOYVIN6 COLORS AND PATTERNS AVAILABLE IN THE SPECIFIED PRODUGT5 FROM THE PROPOSED MANUR 4) MANUFACTURERS RECOMMENDED INSTALLATION PROCEDURES WHICH, WHEN APPROVED BY THE ARGHITEGT, WILL BECOME THE BASIS FOR AGGEPTIN6 OR RE,EGTIN6 ACTUAL INSTALLATION PROCEDURES USED ON THE WORK. 3. SITE CONDITIONS: A) MEASUREMENTS: VERIFY ALL DIMEN51ON5 ON DRAAIW 75 BY TAKING FIELD MEASUREMENTS; PROPER FIT AND ATTACHMENT OF ALL PART5 15 REQUIRED. B) SURFACE CONDITIONS: EXAMINE THE AREAS AND CONDITIONS UNDER M4I0H AORK SPECIFIED WILL BE PERFORMED. CORRECT CONDITIONS DETRIMENTAL TO TIMELY AND PROPER COMPLETION OF THE VORK. DO NOT PROGEED UNTIL UNSATISFACTORY GONDITION5 ARE CORRECTED. C) COORDINATION: COORDINATE AS REQUIRED WITH OTHER TRADES TO A55URE PROPER AND ADEQUATE PROV15ION IN THE WORK OF TH05E TRADES FOR INTERFACE WITH THE WORK SPECIFIED. 4_ ACCEPTABLE MANUFACTURERS: A) THE SPECIFIED MANUFAGTURER5/PRODUGT5/SY5TEM5 HAVE BEEN ESTABLISHED AS STANDARDS OF QUALITY, FUNCTION AND DESIGN. ALTERNATE MANUFACTURERS WHICH CAN DUPLICATE THE ITEMS DETAILED MAY SUBMIT SHOP DRAAING5, EN&INEERIN6/PRODUGT DATA AND SAMPLES FOR CONSIDERATION. 5. INSTAL LAT ION/APPL (CATION: A) INSTALL THE WORK SPECIFIED HEREIN IN STRICT ACCORDANCE WITH THE ORIGINAL DESIGN, THE APPROVED SHOP DRAMIN65, PERTINENT REQUIREMENTS OF GOVERNMENTAL A6ENGIE5 HAVING JURI5DICTION, AND THE MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES AS APPROVED BY THE ARGHITEGT, ANGHORIN6 ALL COMPONENTS FIRMLY INTO POSITION FOR LONG LIFE UNDER HARD USE. 1) ALL DETAILS AND SECTIONS 5HOWN iN THE CONSTRUCTION DOCUMENTS ARE INTENDED TO BE TYPICAL AND TO APPLY TO ANY SIMILAR 51TUATION EL5EMHERE IN THE PROJECT, EXCEPT OTHERMI5E INDICATED. 2) ALL CONTRACTORS ARE TO FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS, MATERIALS AND QUANTITIES PRIOR TO 5UBMITTIN6 BID. IF DISCREPANCIES ARE FOUND NOTIFY ARCHITECT IMMEDIATELY. 3) GENERAL CONTRAGTOR SHALL CHECK ARC.HITEGTURAL DRAWWGS FOR MALL MOUNTED AND GEILIN6 MOUNTED DEVICES PRIOR TO INSTALLATION OF CEILING, AND SHALL A ,5UME FULL RESPONSIBILITY FOR THEIR PROPER LOCATIONS. 4) IF CONTRAGTOR/51.86ONTRACTOR FIND IT NECE55ARY TO DEVIATE FROM ORIGINAL APPROVED PLANS, THEN IT IS THE GONTRACTO NTRACTOR RESPONSIBILITY TO PROVIDE THE ARCHITECT WITH FOUR COPIES OF THE PROPOSED CHAN(5E5 FOR APPROVAL BEFORE PROCEEDING WITH THE WORK. 5) IN ADDITION THE CONTRACTOR/SUBCONTRACTOR 15 RESPONSIBLE FOR PROCURING ALL NECESSARY APPROVALS FROM BUILDING AUTHORITIES FOR THE PROPOSED GHAN6ES, BEFORE PROCEEDIN6 MiTH THE AORK. THE CONTRAGTOR/500ONTRAGTOR ARE AL50 RESPONSIBLE FOR PROCURING ALL NECESSARY INSPECTIONS AND APPROVAL FROM BUILDING AUTHORITIES DURING THE EXECUTION OF THE NORK. (5) CONTRACTOR SHALL PROVIDE AND INSTALL THE 6REATE5T QUANTITY AND/OR BEST QUALITY OF WORK AS 5HOMN IN, GALLED FOR IN, OR REASONABLY INFERABLE FROM THE BID DOCUMENTS AS REQUIRED TO OBTAIN THE FINAL RESULT AND GONFi6URATION GALLED FOR OR SHOWN IN THE BID DOCUMENTS. 6. CONSTRUCTION DOCUMENTS INTENT: A) THE INTENT OF THE CONTRAGT DOCUMENTS 15 TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND AHAT 15 REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL: PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED ONLY TO THE EXTENT CONSISTENT WITH THE CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM THEM AS BEING NECE55ARY TO PRODUCE THE INDICATED RESULTS. SYMBOLOGY / LEGEND ELEVATION NUMBER DETAIL, SECTION OR OR PLAN NUMBER WALL SECTION NUMBER, BUILDING SECTION LETTER SHEET NUMBER DETAIL NUMBER SHEET NUMBER O -- NOTE NUMBER 0- WINDOW NUMBER 0- DOOR NUMBER O- REVISION NUMBER R O O M---ROOM NAME XXX ROOM NUMBER 116-0" ELEV_ DATUM POINT TRUSS BRG. COLUMN G;RiD NUMBER OR LETTER NORTH ARROW SCOPE OF WORK THE SCOPE OF WORK UNDER TH15 PERMIT SHALL CON515T OF PROVIDING A SET OF CONSTRUCTION DOCUMENTS FOR A VANILLA BAY $ DARK SWELL AS DEFINED BY THESE DOCUMENTS. THE PROJECT CON515T5 OF A ONE STORY RETAIL BUILDING, LANDSCAPING, SITE AND CiVIL WORK TO PROVIDE FOR GRADING, DRAINAGE, UTILITIES AND PARKING ASSOCIATED WITH THE NEW BUILDING. LEGAL DESCRIPTION LOT 3 AND THE SOUTH 213.12 FEET OF LOT 2, ZEPHYR COMMONS PHASE 1, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK, 62, PAGES 132 THROUGH 142, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. PROJECT DIRECTORY OWNER - NORTH AMERICAN DEVELOPMENT GROUP 400 CLEMATIS STREET, SUITE 201 WEST PALM BEACH, FLORIDA, 33401 STRUCTURAL: ARCHITECT: J.A. MESSULAN DESIGN TECH INTERNATIONAL ASSOC., INC. 5121 ORDLiNA DR 14125 NW 80th AVENUE, SMITE #303 CORAL GABLES, FL MIAMI LAKES, FLORIDA, 33016 PHONE: 305-665-5032 PHONE: (186) 235-9091 CONTACT: CARLOS CARDOSO CONTACT: William Romberg MEP COLWILL ENGINEERING CONSULTING ENGINEERS, INC. 4150 EAST ADAMO DRiVE TAMPA, FLORIDA, 33605 CIVIL AVID GROUP 2300 CURLEW ROAD SUITE 201 PALM HARBOR, FLORIDA, 34683 PHONE: (121)189-9500 ALL WORK SHALL COMPLY WITH ALL PREVAILING CODES, FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE AND CITY OF ZEPHYRHILLS ORDINANCES IVY PROJECT SUMMARY I. APPLICABLE CODES THE FOLLOWING BUILDING CODES, CURRENT EDITIONS UNLESS OTHERWISE SPECIFIED, WILL BE ADHERED TO: SCOPE YEAR / CODE BUILDING 2010 FLORIDA BUILDING GODS WITH 2O0q SUPPLEMENT BUILDING 2010 FLORIDA EXISTING BUILDING CODE ACCESSIBILITY 2010 FLORIDA BUILDING CODE, CHAPTER II ACCESSIBILITY 2010 DEPARTMENT OF JUSTICE (ADA) LIFE SAFETY 2012 NFPA LIFE SAFETY CODE 101 AND NFPA I FIRE PREVENTION 2010 FLORIDA FIRE PREVENTION CODE ENERGY FL EFFICIENCY CODE FOR BLDN6 CONSTRUCTION ELECTRIC 2011 NATIONAL ELECTRIC CODE PLUMBING 2010 FLORIDA BUILDING CODE, PLUMBING MECHANICAL 2010 FLORIDA BUILDING CODE, MEGHANIGAL GAS 2010 FLORIDA BUILDING CODE, FUEL GAS II. ZONING DESCRIPTION: SEE THIS SHEET FOR LEGAL DESCRIPTION BUILDING DATA I. OCCUPANCY CLASSIFICATION 2010 FBC 2012 NFPA GROUP M, MERCANTILE (CHAPTER 3 SECTION 309) MERCANTILE (CHAPTER 36) II. TYPE OF CONSTRUCTION CODE 2010 FBC 2012 NFPA TYPE OF CONSTRUCTION GROUP M TYPE II-B NOT 5PRH<LERED CPAPTER 6 MERCANTILE CHAPTER 36 CONSTRUCTION COMPONENT REQUIRED RATING 2010 FBC TYPE II-B Table 601 REQUIRED RATING NFPA TYPE II (000) Table A.B.2.1.2 STRUCTURAL FRAME (O hr) (O hr) EXTERIOR BEARING WALLS (O hr) (O hr) INTERIOR BEARING WALLS (O hr) (0 hr) EXT. NON -BEARING WALLS (20'<x<30') (0 hr) (O hr) INT. NON -BEARING WALLS AND PARTITION (O hr) (O hr) FLOOR CONSTRUCTION (O hr) (O hr) ROOF CONSTRUCTION (O hr) (O hr) FIRE RESISTANCE RATINGS AT FIRE WALLS,CHASES AND PARTITIONS F.B.0 TABLE 302.3.2 F.B.0 707, *Minimum Fire Resistance of Walls and Partitions Shafts less than 4 stories 1 HR Fire Separation Between Occupanci (Gone deck second floor ) N/A Fire Separation Between Tenants 1 HR Fire Wall Separation Between Buildings 4 HR III. ALLOWABLE HEIGHT & BUILDING AREA (CHAPTER 5, TABLE 503) ALLOWABLE AREA OCC GROUP/ CONST TABLE 503 AREA INCREASE EQUATION 5-1, FBC 506.1 PROPSED AREA M OCCUPANCY TYPE 115 UNSPRINKLERED 12,500 SF N/R %&01 SQ. FT. ALLOWABLE HEIGHT & STORY'S OCC GROUP/ CONST HEIGHT STORY'S TABLE 503 PROPOSED TABLE 503 PROPOSED GROUP M, TYPE IiB UNSPRINKLERED /J� 55'-01, 24'-0" 4 o� n S PIZARRO, R.A. \R- 0013079 SHEET INDEX SHT. NO. DESCRIPTION A-0 COVER PAGE SURVEY CIVIL C-2 NOTES AND SPECIFICATIONS C-3 HORIZONTAL CONTROL PLAN 0-4 PAVING GRADING 8 DRAINAGE PLAN C-5 UTILITY PLAN G-6 NPDES NOTES C--? NPDES DETAILS C-5 DETAILS C-q DUMP5TER DETAIL 6-10 LANDSCAPE PLAN 0-11 LANDSCAPE DETAILS 0-12 LANDSCAPE NOTES ARCHITECTURAL DRAWINGS 5P-I.0 SITE PLAN SP-2.0 ENLARGED SITE PLAN DETAILS A-2.0 LIFE SAFETY PLAN A-3.0 PROPOSED FLOOR PLAN A-3-1 DIMEN510N FLOOR PLAN A-32 REFLEGTED CEILING PLAN A-3.3 ROOF PLAN A-3.4 ROOF PLAN DETAILS A-4.0 BUILDING ELEVATIONS A-5.0 BUILDING SECTIONS A-5.1 BUILDING SECTIONS A-6.0 WALL SECTIONS A-6.1 WALL SECTIONS A-6.2 WALL SECTIONS A-7.0 ENLARGED RESTROOM PLANS A-5-0 DOOR AND WINDOW SCHEDULE A-cl.0 WALL TYPES A-61•1 HALL DETAILS A-ci2 WALL DETAILS A-10.0 FINISH PLAN AND SCHEDULE A-I1.0 PROP05ED MONUMENT SIGN STRUCTURAL 5-0 STRUCTURAL NOTES 5-1.0 FOUNDATION PLAN 5-2.0 ROOF FRAMING PLAN 5-5.0 STRUCTURAL WALL SECTIONS 5-4.0 STRUCTURAL DETAIL5 MECHANICAL M-1.0 MECHANICAL PLAN M-2.0 MECHANICAL NOTES AND DETAILS ELECTRICAL E5-0.0 ELECTRICAL SITE PLAN E-0-1 PHOTOMETRIC SITE PLAN E-1.0 LEGEND AND SPECIFICATION E-2.0 LIGHTING PLAN E-2.1 POY`tER PLAN E-3.0 POYiER RISER AND PANEL SCHEDULES PLUMBING P-1.0 PLUMBING PLAN ~ P-2.0 PLUMBING SCHEDULES AND DETAILS PERMIT SET SECTION 35 TOWNSHIP 25 SOUTH RANGE 21 EAST PASCO COUNTY, FLORIDA LOT "111 MANHOLE TOP = 116.10 (P) - 116.22 (F) CURB INLET INV N. = 107.25 (P)-107.22 (F) EDGE OF INV S. = 107.15 (P) - 107.20 (F) PAVEMENT = 115.47 E. INV = 108.97 NW. INV = 108.99 SAN TRACT "J" PARKING AREA (INGRESS -EGRESS EASEMENT) 2.0' CONCRETE CURBING SAN SAN bk� SAN SAN iTRACT L INGRESS -EGRESS 16.67 116.33 115.115.92 X 116.35 116.83 116.54 116.3340.00' I I UTILITY EASEMENT WM WM WMN WM WM WM WM WM WM I I I 2.0' CONCRETE CURBING 2.0' CONCRETE CURBING L FL FL FL FFL FL FL FL F L FL FL 1 16.37 1 15.42 1 .31 9BOC FL -FL 116A a .... .. .:.. ...... . 6 7 BOC • '.1116.22 C . r 111,6.E 117. BOC : all .56 BOC: •' TRACT "N" F5.00' INGRESS -EGRESS EASEMENT -SAN- 1 16.45 WM 15 ADS SAN MANHOLE TOP = 114.25 (P) - 115.30 (F) INV N. = 105.65 (P) - 105.71 (F) INV S. = 105.55 (P) - 105.69 (F) SAN 8" PVC WM 8" WATER MAIN WM I . ..a. .:. ... :.• ..• .. 5.0' CONCRETE SIDEWALK`. ' .. .. „ ... .. a. 9 116.88 • 1156.38':. .. .. .. 1 116.32...' '210.72' 116.75' :.` ,1 9 " �. 5 ° BOC FL - 16.09 116.30 - ]_]_6 - - - - - - - Ak I I r ------ --�------------------------------------------- I r- I� S 00`00'10" W 10.00' PROGRESS ENERGY EASEMENT "E" ------ - - - - 5.00' VERIZON EASEMENT "F" 133.37'(C&F) 5/8" IR SET # LB6382 -- - - - - - - --- -- BENCHMARK -TOP OF IRON ROD #LB6382 1i6.29 - ------ L1 - ---L o � � D a � I F I I I I I I F--1 124" I 1--------- I I I CURB INLET S 00100'10" W 11671 EDGE OF - ADS PAVEMENT 115 65 - - - _ - - - - - - - E-fNO �5 W.JrLv=14�35--------------------q--- F- 06 TOP = 116.55 0 W �� 181.00'(P&F) - - - - - - - - - - - - - -------- - - - - - - - - - - - CURB INLET EDGE OF I C, 111686 117.16 o� -- ® 117.4, J oo ------ BENCHMARK -TOP OF IRON ROD #LB6382. ELEVATION = 116.30 a o N N. INV = 109.95 Z m J PAVEMENT = 115.93 117 26 m ELEVATION = 1 16.29 ~ m 1 1 Q _ Q m L W> a o I S. INV = 109.96 J N > S. INV = 109.48 Q 0 W 4� W. INV = 110.05 V Z W o Z zQ o I E. INV = 109.65 Lo of Ld 1 0 �YoU l 06 N O i�Cl Omw 1 1 2 W � 117.14 117.02 117.33 Ld 117.15 117.08 . 10.00' LANDSCAPE BUFFER AND LL 4 DRAINAGE EASEMENT 117.11 118.40 m°, I I I I I ♦ , I 5.00� �5.00' v I I 1 1 117.80 1 17.65 1, 20.49 w 1 s .--- o� I I j 1 18" ADS mN U) O I I 117.7,I 117.07 LOT1 17.40 I 1 117.40 117.85 17.89 W 117.54 1 17.50 117.061 6 n0 I 10 �I 1 G z I n a- 11�� I I' o Q 1_ �I I VACANT �; Q i p I I n I I 5" I � N 100 I LOT I NI I I z I� I 11311 I LLJ I I VACANT 1 ® o Ln I Lo 1 NORTH LINE LOT 3 & 5" I i SOUTH LINE LOT 2 117.95 117.86 00 1 I 117.99 1 1 ® (n I 117,62 118.05 118.50 I I 117. 1 I I I I I I I I SOUTH 29.72 FEET 1 1 10.00' WALL EASEMENT OF LOT 2 I I I I I I I I RIM = 129.00 I I I I W. INV = 119.50 I E. INV = 116.23 I I I I I I I I 118.92 I 1 118.73 119.17 I z -- -- -1,8.5-1 -.�- -- - iI 0 11s.os I I 1 119.02 w CONCRETE RETAINING WALL (TYPICAL) o - - - - - - --------------xa- - _ - _ _ _ ------------ --------� --------- ---------------------------------- u, I ------ § 4 J91s---------------- 19.�-----------.19------------- -TT9,Z--- -----------t-4-. w ----------- #LB6382 - 4' H DGE ROW 5" 4' HED E RO 6" 6 4' HEDGE ROW NEW R W LINE PER PLAT C5 - -1-- - - - --- _ -- -- -- -- -- -- - -- _ C1 C2 _ ORIGINAL EASTERLY RlW LINE U.S HIGHWAY 301 - - - - - - 5.00' WALL C4 _ _ _ 1 5.00' WALL 20.00' BUILDING 20.00' LANDSCAPE BUFFER EASEMENT NO MARKER ED. OR SET. EASEMENT SETBACK LINE EASEMENT 5/8" IR SET # LB6382 CURVE TABLE CURVE RADIUS ARC CHORD CHORD BEARING DELTA ANGLE C1 38079.69' 29,72' 29.72' S 00°42'48" W 00'02'41" C2 38079.69' 206.01' 206.01' S 00*32'10" W 00°18'36" C3 25.00' 39.27' 35.36' N 45'00' 10" E 90.00,00" C4 38079.69' 235.73' 235.73' S 00.33'30" W 00'21'17" C5 1 38079.69' 1 178.42' 178,42' 1 S 00.52'12" W 1 00'16'06" LINE TABLE LINE BEARING I DISTANCE L1 N 00°00' 10" E 1 29.72' TRACT "E" LOCATION FALLS ON EDGE OF STORM MANHOLE U.S. HIGHWAY 301 ADDITION ROAD RIGHT-OF-WAY & F.D.O.T. LANDSCAPE IRRIGATION EASEMENT "D" ELEVATION NOTE: ELEVATIONS SHOWN HEREON ARE IN FEET AND REFERENCED TO UNITED STATES COAST AND GEODETIC BENCHMARK Q-56-1934, PUBLISHED ELEVATION = 96.273, NATIONAL GEODETIC VERTICAL DATUM OF 1929. NOTES: U- U) - w W I � z w Uw] J Q c�a � �ow 0 L0 LD z m o- U w w of U Z O c� 0 N J L_ NEW �r SCALE - 111 = 201 0' 10' 20' 40' SAN LEGEND: 0 DENOTES 5/8" IRON ROD FOUND NO. LB6382 EXCEPT AS NOTES ON MAP. ADS DENOTES HARD PLASTIC PIPE DENOTES SANITARY SEWER MANHOLE INV DENOTES INVERT CL DENOTES CENTERLINE .80.0 DENOTES SPOT GROUND/PAVEMENT/CURB ELEVATION DENOTES CURB INLET DENOTES DRAINAGE MANHOLE DENOTES UNDERGROUND STORM DRAINAGE PIPE DENOTES TELECOMMUNICATIONS BOX DENOTES VERIZON JUNCTION BOX FL DENOTES FLOW LINE (TYP.) DENOTES TYPICAL EP DENOTES EDGE OF PAVEMENT TOC DENOTES TOP OF CONCRETE BOC DENOTES BACK OF CURB TGV DENOTES TOP OF GATE VALVE EL. DENOTES ELEVATION BO DENOTES BLOW OFF 0-no DENOTES CONCRETE LIGHT POLE WM DENOTES 8" PVC WATER LINE SAN DENOTES 8" PVC SANITARY LINE DENOTES FIRE HYDRANT & VALVE ASSEMBLY DENOTES STOP SIGN DENOTES CONCRETE DENOTES MAGNOLIA TREE - SIZE NOTED ON MAP DESCRIPTION: LOT 3 AND THE SOUTH 29.72 FEET OF LOT 2, ZEPHYR COMMONS PHASE 1, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK, 62, PAGES 132 THROUGH 142, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. 1. THIS MAP REPRESENTS A BOUNDARY AND TOPOGRAPHIC SURVEY. 2. DESCRIPTION SHOWN HEREON CREATED IN CONJUCTION WITH THIS SURVEY. 3. BEARINGS SHOWN HEREON BASED ON ASSUMED DATUM AND REFERENCED TO THE WEST LINE OF TRACT 1" AS BEARING S 00°00'10" W. AS PER RECORD PLAT. 4. THE LAND SHOWN HEREON APPEARS TO BE LOCATED IN FLOOD ZONE "X" ACCORDING TO THE FIRM COMMUNITY PANEL NO. 120230 0295 D, DATED SEPTEMBER 30, 1992. 5. NO APPARENT SURFACE ENCROACHMENTS EXCEPT AS SHOWN. 6. UNDERGROUND ENCROACHMENTS OR UTILITIES (IF ANY) NOT LOCATED IN CONJUNCTION WITH THIS SURVEY. 7. THIS SURVEY PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH. THIS SURVEYOR NOT RESPONSIBLE FOR EASEMENTS, ADDITIONAL RIGHTS -OF -WAY OR OTHER ENCUMBRANCES OF RECORD NOT FURNISHED TO THIS OFFICE. 8. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR PARTIES. 9. ANY REPRODUCTIONS OR DISTRIBUTION OF THIS SURVEY MAP OR REPORT WITHOUT THE EXPRESS WRITTEN CONSENT OF SIMMONS AND BEALL, INC. IS STRICTLY PROHIBITED. THIS SURVEY MAP OR REPORT IS VALID ONLY TO THOSE INDIVIDUALS OR ENTITIES NAMED HEREON. SIMMONS AND BEALL, INC. AND / OR THE SIGNING PARTY ASSUMES NO RESPONSIBILITY TO ADDITIONAL PARTIES FOR ITS UNAUTHORIZED USE. COPYRIGHT 2013 - SIMMONS & BEALL, INC. - ALL RIGHTS RESERVED - if ME N TV WTI I j � �� NEWISMEMMMElff 0 BOUNDARY AND TOPOGRAPHIC SURVEY INFORMATION TAKEN FROM "BOUNDARY AND TOPOGRAPHIC SURVEY FOR SF ZEPHYR COMMONS LP PREPARED BY SIMMONS & BEALL, INC. DATED 04/08/2013. CIVIL ENGINEERS/PLANNERS: AVID GROUP 2300 CURLEW ROAD; SUITE 201 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 GEOTECHNICAL ENGINEERS: ARDAMAN & ASSOCIATES, INC. 3925 COCONUT PALM DR., STE 115 TAMPA, FLORIDA 33619 PHONE: (813) SURVEYORS: SIMMONS & BEALL, INC. 12218 HIGHWAY 301 S. DADE CITY, FLORIDA 33526 PHONE: (352) 567-0048 GAS: TECO PEOPLES GAS 1400 CHANNELSIDE DRIVE TAMPA, FLORIDA 33605 PHONE: (813) 927-7719 TELEPHONE: VERIZON FLORIDA INC. 1778 PARK AVENUE NORTH, SUITE 200 MAITLAND, FLORIDA 32751 PHONE: (407) 539-0644 CABLE: BRIGHT HOUSE NETWORKS 30432 SR 54 WESLEY CHAPEL, FLORIDA 33543 PHONE: (813) 856-5129, x84402 TRAFFIC ENGINEERS: AVID GROUP 2300 CURLEW ROAD; SUITE 201 PALM HARBOR, FLORIDA 34683 PHONE: (727) 789-9500 ARCHITECT: DESIGN TECH INTERNATIONAL ASSOCIATES, INC. 14125 N.W. 80TH AVE. SUITE 303 MIAMI LAKES, FLORIDA 33016 PHONE: (786 )235-9097 LANDSCAPE ARCHITECT: CATHERINE MORAHAN 2116 RIVERS EDGE COURT CLEARWATER, FL 33763 (727) 734-3368 POWER: PROGRESS ENERGY FLORIDA, INC. 36453 EILAND BOULEVARD ZEPHYRHILLS, FLORIDA 33542 PHONE: (813) 783-6944 SEWER: CITY OF ZEPHYRHILLS 5335 EIGHTH STREET ZEPHYRHILLS, FLORIDA 33542-4312 PHONE: (813) 780-0008 WATER: CITY OF ZEPHYRHILLS 5335 EIGHTH STREET ZEPHYRHILLS, FLORIDA 33542-4312 PHONE: (813) 780-0008 CONSTRUCTION PIL11IM11 Sheet Number Sheet Title 1 COVER SHEET 2 NOTES AND SPECIFICATIONS FOR 3 HORIZONTAL CONTROL PLAN 4 PAVING GRADING & DRAINAGE PLAN 5 UTILITY PLAN 6 NPDES NOTES 7 NPDES DETAILS ZEPHYR C 0 11V1 111V1 0 N S LOT 3 8 DETAILS 9 DUMPSTER DETAIL 10 LANDSCAPE PLAN 11 LANDSCAPE DETAILS SECTION 35, TOWNSHIP 25 SOUTH, RANGE 21 EAST 12 LANDSCAPE NOTES ZEPHYRHILLS, FLORIDA Prepared For. - SF ZEPHYR COMMONS LP 400 CLEMATIS ST. SUITE 201 WEST PALM BEACH, FLORIDA 33401 PHONE: (561) 578-8777 Prepared By If 49RIO114F 9 CIVIL ENGINEERING 2300 CURLEW ROAD STE 201 LAND PLANNING PALM HARBOR, FLORIDA TRAFFIC/TRANSPORTATION 34683 SURVEYING GIS PHONE (727) 789-9500 FAX (727) 784-6662 AVIDGROUP.COM THE DESIGN AND IDEAS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF AVID GROUP AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM AVID GROUP. DIMENSION INFORMATION SHOULD NOT BE OBTAINED BY SCALING THE PLANS. DIMENSION INFORMATION NOT PROVIDED HEREIN CAN BE OBTAINED BY CONTACTING AVID GROUP, @ (727)789-9500. 7 6 5 4 3 7/12/13 ISSUE FOR BID SB 2 6/27/13 ADD SIGN, REVISE WATER/SEWER SERVICES SB 1 6/05/13 CITY SPR COMMENTS RHP NO. DATE DESCRIPTION BY R E V I S 1 0 N S BY OTHERS 1 OF 1 BOUNDARY SURVEY MTE [OATA H p PROPERTY OWNER: SF ZEPHYR COMMONS LP NO, 19841 400 CLEMATIS ST SUITE 201 -0 STATE OF WEST PALM BEACH, FL 33401 �� 07/19/2013 C OR PROPERTY LOCATION: SITE LIES ON EAST SIDE OF 301 BETWEEN SS,/QNAL CG OTIS ALLEN RD AND PRETTY POND RD ZEPHYRHILLS PROPERTY PARCEL NUMBERS: LOT 2 35/25/21/0130/00000/0020 (SOUTHERN PORTION) LOT 3 35/25/21/0130/00000/0030 (ENTIRE LOT) LEGAL DESCRIPTION: SEE BOUNDARY SURVEY PROPERTY ACREAGE: 51,318 SF 1.178 AC PROPERTY ZONING: C-2 PROPERTY LAND USE: MIXED USE (MU) BUILDING SETBACKS: REQUIRED PROPOSED FRONT: 30' 83' SIDE: 0' 29.67' REAR: 20' 68.04' BUILDING SEPARATION: 15' N/A BUILDING HEIGHT: MAXIMUM PROPOSED 30' 25' PROPERTY USE: EXISTING PROPOSED NONE RETAIL COMMERCIAL LOT COVERAGE CALCULATIONS: PROPOSED (SF) PERCENT BUILDING 9,601 18.71% FAR PARKING, ROADS & CONCRETE 30,076 58.61% TOTAL IMPERVIOUS 39,677 77.32% ISR TOTAL PERVIOUS 11,641 22.68% TOTAL SITE 51,318 100.00% PARKING: CODE REQUIREMENTS 1 PER 200 SF MAX = 48 SPACES PROVIDED 56 SPACES FLOOD ZONE: THIS PROPERTY LIES IN FLOOD ZONE X PER FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP; COMMUNITY PANEL NO. 120230 0295D, DATED SEPTEMBER 30, 1992 OUTPARCEL INFO .................... ......._. __... ... BEFORE AFTER R/W DED R/W DED 1 ZONING [-PARCEL- AREA AREA j GFA FAR MAX LOT ACRES ACRES SF ' COVERAGE _.... � , 1 0.93 ' 0.94 80% 2 1b3 0.87 ?. 80% _.. 3 _. ...3...._.., 1.05 1.18 . ,_... 9,601 0.19 80% Mattress Firm 4 0.84 0.82 80%. _... 5 _ .._.., .,. 0.88 0.83 4A 1 0.12 .... ,..,. ° 80% _. _Chase Bank 6 1.04 0.97 4 500 0.11 80% Wachov.a' Bank 7 j 0.95 0.' 87 80% 8 0.87 0.81 f 80% 9 0.85 0.80 80% ' 10 0.74 0.6 7,026 0.24 80% Tire Kingdom 11 1.2 8 12 _ _ ; �. �y� 1.81 1.78 ? 80% 13 0.76 0 73 80% 100 49.82 1 49.82 115, 768 0.05 80%Always call i two full business days before y• di • TOTAL 63 39 62.84 141 306 .... ........ . ZEPHYR COMMONS LOT 3 AVID GROUP JOB # 2980-002 c L m GENERAL CONSTRUCTION NOTES (11/29/12) 1. SEE SURVEY FOR SITE SPECIFIC BENCH MARK AND ELEVATION DATUM. USE DATUM NOTES THIS SHEET FOR CONVERSION. 2. LOCATIONS, DIMENSIONS AND ELEVATIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO STANDARD UTILITY ATLAS SHEETS OR OTHER INFORMATION OBTAINED AT THE TIME OF PREPARATION OF THESE PLANS. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION, DIMENSIONS, AND ELEVATION OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THE WORK AND MAKE ARRANGEMENTS FOR REQUIRED RELOCATIONS WITH THE AFFECTED UTILITY. THE CONTRACTOR SHALL COOPERATE WITH THE UTILITY DURING RELOCATION OPERATIONS. 3. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO ALL UTILITY COMPANIES BEFORE PERFORMING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE UTILITY LOCATIONS MARKED BY CALLING "SUNSHINE 811" AT 1-800-432-4770 OR 811 AT LEAST 48 HOURS PRIOR TO THE START OF ANY EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE 'SUNSHINE 811" PROGRAM. 4. CHAPTER 77 153 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO EXCAVATING. THESE PLANS SHOW ONLY THE APPROXIMATE LOCATION OF GAS MAINS AND THE GAS MAINS MUST BE FIELD VERIFIED BY ON SITE INSPECTION BY GAS COMPANY PERSONNEL. EXCAVATORS ARE INSTRUCTED TO TELEPHONE THE GAS COMPANY A MINIMUM OF TWO (2) WORKING DAYS BEFORE ENTERING A CONSTRUCTION AREA. 5. THE CONTRACTOR SHALL REVIEW THE PLANS FOR CONFLICTS OR OTHER DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK. 6. ALL PROPOSED UNDERGROUND UTILITIES MUST BE IN PLACE, TESTED AND INSPECTED PRIOR TO PAVEMENT SURFACE COURSE CONSTRUCTION. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE CONDITIONS AND INSPECTION REQUIREMENTS OF ALL PERMITS ISSUED FOR THE PROJECT. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION AND SHALL SCHEDULE ALL INSPECTIONS IN ACCORDANCE WITH AGENCY REQUIREMENTS. 8. ALL SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS AND/OR LATEST EDITION. 9. THE CONTRACTOR SHALL COMPLETE THE WORK IN ACCORDANCE WITH ALL APPLICABLE STATUTES, RULES, REGULATIONS AND PERMIT CONDITIONS. 10. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR ALL PRECAST AND MANUFACTURED ITEMS TO BE USED ON THE PROJECT. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ENGINEER. 11. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER, OWNER, AND APPROPRIATE PERMITTING AGENCIES OF THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. 12. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHERS. IT WILL BE NECESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES WITH OTHERS WHERE NECESSARY. 13. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT LEAST 3,000 PSI. AT 28 DAYS UNLESS OTHERWISE NOTED. 14. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. 15. ALL DISTURBED AREAS THAT ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED IN ACCORDANCE WITH FDOT STANDARDS. THE CONTRACTOR SHALL MAINTAIN ALL GRASSED AREAS UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE APPLICABLE REGULATORY AGENCIES, OWNER, AND ENGINEER, HAS BEEN ACHIEVED. THE CONTRACTOR SHALL BEAR THE RESPONSIBILITY OF ALL REMEDIAL WORK REQUIRED UNTIL THE SYSTEM HAS BEEN ACCEPTED. ALL SODDED AND SEEDED AREA BE WATERED AND FERTILIZED UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. 16. SO S S J 17. THE CONTRACTOR SHALL LOCATE AND FLAG ALL PROPERTY CORNERS PRIOR TO FINAL ENGINEERING INSPECTION AND CERTIFICATION. THE CONTRACTOR SHALL BEAR ALL COSTS INCURRED AS A CONSEQUENCE OF LOST OR DISTURBED PROPERTY CORNERS. LOST OR DISTURBED PROPERTY CORNERS SHALL BE REESTABLISHED BY A PROFESSIONAL LAND SURVEYOR. 18. THE GEOTECHNICAL ENGINEER SHALL SUPPLY THE ENGINEER AND OWNER WITH A PHOTOCOPY OF ALL COMPACTION TESTS AND OTHER REQUIRED MATERIALS TESTS UNDER THIS CONTRACT. THE GEOTECHNICAL ENGINEER SHALL CERTIFY, IN WRITING, TO THE ENGINEER AND OWNER, THAT ALL TESTING REQUIREMENTS HAVE BEEN SATISFIED. 19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER. TESTING IS REQUIRED AS DICTATED BY THE CONTRACT DOCUMENTS, CONSTRUCTION PLANS AND SPECIFICATIONS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER THAT STATE THAT ALL REQUIREMENTS HAVE BEEN MET. 20. THE CONTRACTOR SHALL REVIEW ALL PROJECT GEOTECHNICAL REPORTS PRIOR TO BIDDING AND THE START OF CONSTRUCTION. 21. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED CONSTRUCTION DRAWINGS AND ALL PERMITS AT THE CONSTRUCTION SITE. 22. THE CONSTRUCTION DRAWINGS DO NOT INCLUDE SPECIFICATION FOR CONSTRUCTION SAFETY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION SITE SAFETY. TESTING SCHEDULE GUIDE (12/11/09) ITEM TEST TYPE TEST I.D. REQUIREMENT EMBANKMENT MAXIMUM DENSITY AASHTO T180 N/A OPTIMUM MOISTURE ASTM D1557 FIELD DENSITY AASHTO T191, T204 95% OF MAXIMUM T238 DENSITY ASTM D1556, D2937 D2922 UTILITY MAXIMUM DENSITY AASHTO T180 TRENCH BACKFILL OPTIMUM MOISTURE ASTM D1557 UNDER ROADWAYS FIELD DENSITY AASHTO T191, T204 AND STRUCTURES T238 ASTM D1556, D2937 D2922 BACKFILL OF MAXIMUM DENSITY AASHTO T180 STRUCTURES OPTIMUM MOISTURE ASTM D1557 FIELD DENSITY AASHTO T191, T204 T238 ASTM D1556, D2937 D2922 SUBGRADE BEARING VALUES LBR - FLA. D.O.T. MAXIMUM DENSITY AASHTO T180 OPTIMUM MOISTURE ASTM D1557 FIELD DENSITY & AASHTO T191, T238 THICKNESS ASTM D1556, D2922 BASE BEARING VALUES LBR - FLA. D.O.T. MAXIMUM DENSITY AASHTO T180 OPTIMUM MOISTURE ASTM D1557 THICKNESS AASHTO T191, T238 FIELD DENSITY ASTM D1556, D2922 GRADATION AASHTO T27, T98 AASHTO T90 ATTERBERG LIMITS ASTM 0136, D423, D424 SOIL CEMENT BASE MIX DESIGN PORTLAND CEMENT ASSOC. SPECIFICATIONS (TO BE USED IF MAXIMUM DENSITY AASHTO T134 SEPARATION BETWEEN SHWT & BOTTOM OF OPTIMUM MOISTURE (STANDARD) BASE IS <1.5) COMPRESSIVE PORTLAND CEMENT STRENGTH SPECIMENS ASSOC. SPECIFICATIONS TEST CORES PORTLAND CEMENT ASSOC. SPECIFICATIONS FIELD DENSITY & AASHTO T191, T238 THICKNESS ASTM D1556, D2922 ASPHALTIC CONCRETE MATERIALS QUALITY AASHTO T164 BITUMEN CONTENT, ASTM D2172 GRADATION FIELD DENSITY ASTM 02950-81 LOS ANGELES AASHTO T96-77 ABRASION ASTM C131-81 THICKNESS N/A N/A 95% OF MAXIMUM DENSITY N/A 95% OF MAXIMUM DENSITY SEE TYPICAL PAVEMENT SECTION FREQUENCY PER SOIL TYPE ONE PER 2,500 S.F. HORIZONTALLY; ALTERNATING LIFTS (12 INCHES) PER SOIL TYPE ONE PER 2,500 S.F. HORIZONTALLY; EVERY 12" VERTICALLY D2922 AT LEAST ONE FOR EACH PIPE RUN PER SOIL TYPE EVERY 12" VERTICALLY ONE PER SOIL TYPE CHECK POINT LBR AT 500 L.F. HORIZONTALLY ONE PER SOIL TYPE ONE PER 2,500 S.F. HORIZONTALLY ONE PER SOURCE OR AS MTL. CHANGES CHECK POINT LBR AT 500 L.F. HORIZ. SEE TYPICAL ONE PER SOURCE PAVEMENT SECTION ONE PER 2,500 S.F. HORIZONTALLY ONE PER SOURCE SEE TYPICAL PAVEMENT SECTION ONE PER SOIL TYPE ONE PER SOIL TYPE DAILY ONE SET OF 3 PER SOIL ONE SET OF 3 PER SOIL ONE PER 2,500 S.F. HORIZONTAL PER SPECIFICATIONS ONE PER DAY 95% OF LAB DENSITY ONE PER 2,500 S.F. HORIZONTAL PER SPECIFICATIONS ONE PER SOURCE PER SPECIFICATIONS ONE PER 2,500 S.F. NOTES: 1. THE CONTRACTOR SHALL NOT PAVE OVER SOIL CEMENT BASE UNTIL A 30 DAY CURING TIME HAS ELAPSED 2. SHOULD ANY OF THE INFORMATION PROVIDED HEREIN CONFLICT WITH EITHER THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, ; AND/OR THE GEOTECHNICAL REPORT, THEN THE AFOREMENTIONED RECOMMENDATIONS WILL SUPERSEDE THIS "TESTING SCHEDULE GUIDE" CLEARING AND EROSION CONTROL NOTES (4/30/04) 1. ALL TREES TO REMAIN SHALL BE PROTECTED IN ACCORDANCE WITH LOCAL REGULATIONS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. 2. THE CONTRACTOR SHALL PREPARE THE SITE AS DIRECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO STARTING ACTUAL CONSTRUCTION. COPIES OF THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS AND REPORT ARE AVAILABLE THROUGH THE OWNER OR THE GEOTECHNICAL ENGINEER. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS SHALL BE DIRECTED TO THE GEOTECHNICAL ENGINEER AND OWNER. 3. THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY FOR CONSTRUCTION. ALL DISTURBED OPEN AREAS SHALL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP SOIL REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BYTHE OWNER AND SHALL BE USED FOR LANDSCAPING PURPOSES UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH ALL APPLICABLE REGULATIONS. 6. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR REMOVAL OF EXISTING STRUCTURES. 7. THE CONTRACTOR SHALL NOTIFY ALL UTILITIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVAL OR DEMOLITION OF EXISTING STRUCTURES. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND SHALL BE RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCY EXIST, THE CONTRACTOR SHALL CONTACT THE OWNER FOR CLARIFICATION PRIOR TO DEMOLITION. 9. PRIOR TO THE COMPLETION OF CONSTRUCTION, THE RETENTION/DETENTION AREAS SHALL BE RESHAPED, CLEARED OF SILT, MUD AND DEBRIS, AND GRASSED IN ACCORDANCE WITH THE CONSTRUCTION DRAWINGS. PAVING, GRADING AND DRAINAGE NOTES (4/30/04) 1. ALL DELETERIOUS SUBSTANCES (I.E. MUCK, PEAT, BURIED DEBRIS) SHALL BE EXCAVATED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER OR OWNER. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS SHALL BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SPECIFIED BY THE GEOTECHNICAL ENGINEER OR OWNER. 2. IT MAY BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT SYSTEMS OF TREES TO BE SAVED. THE CONTRACTOR SHALL COORDINATE WITH OWNER'S ENGINEER PRIOR TO ANY GRADE CHANGE. 3. THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER FOR APPROVAL PRIOR TO CONSTRUCTING CONCRETE PAVEMENT. 4. THE CONTRACTOR SHALL PROVIDE AN EXPANSION JOINT AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 5. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS OF WAY SHALL BE MADE WITH PERMANENT THERMOPLASTIC, AND SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346 UNLESS INDICATED OTHERWISE ON THE DRAWINGS. PARKING STALL STRIPING SHALL BE 6" WIDE PAINTED WHITE STRIPES UNLESS INDICATED OTHERWISE ON THE DRAWINGS. 6. THE CONTRACTOR SHALL INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE EXCEEDS THE MINIMUM DIMENSIONS SHOWN IN FDOT INDEX 205. 7. STANDARD INDICES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC DESIGN STANDARDS". 8. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 9. PVC STORM PIPE, 12" AND SMALLER, SHALL CONFORM TO AWWA C-900, SDR-18, CLASS 150, UNLESS OTHERWISE INDICATED IN THE DRAWINGS AND SPECIFICATIONS. 10. PIPE LENGTHS SHOWN ARE APPROXIMATE. 11. ALL DRAINAGE STRUCTURE FRAMES, GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 12. THE CONTRACTOR IS TO GRASS THE RETENTION/DETENTION POND AS INDICATED ON PLANS WITHIN ONE -WEEK FOLLOWING CONSTRUCTION OF THE POND. 13. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH LOCAL REGULATIONS AND THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST REVISION THEREOF AND SUPPLEMENTAL SPECIFICATIONS THERETO. 14. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES, INVERTS, AND LOCATIONS OF ALL STORMWATER FACILITIES INCLUDING THE STORMWATER POND, DRAINAGE STRUCTURES, BERMS & SWALES. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER FOR THE PURPOSE OF CERTIFYING THE STORMWATER MANAGEMENT SYSTEM. PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS (4/30/04) 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE AN INSPECTION. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT BY THE OWNER. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE REQUIRED TESTING WITH THE GEOTECHNICAL ENGINEER. TESTING IS REQUIRED IN ACCORDANCE WITH THE TESTING SCHEDULE FOUND IN THE CONSTRUCTION DRAWINGS AND SPECIFICATIONS. UPON COMPLETION OF THE WORK, THE GEOTECHNICAL ENGINEER SHALL SUBMIT CERTIFICATIONS TO THE ENGINEER AND OWNER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. SANITARY SEWER NOTES (12/24/09) 1. ALL SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 4. SANITARY SEWER PIPES SHALL MEET THE FOLLOWING MINIMUM CRITERIA; T - 12' DEPTH SDR-35 12'- 18' DEPTH SDR-26 > 18' DEPTH DIP 5. ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. 6. ALL PVC FORCE MAINS SHALL BE PRESSURE CLASS 200, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHALL READ "FORCE MAIN" 7. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.51-91 (AWWA C151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCE MAINS THAT REQUIRE DIP ARE TO BE POLYLINED OR EPDXY LINED. 9. ALL SANITARY SEWER RIMS AND COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. 10. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES AND LOCATIONS ON ALL SANITARY SEWER MAINS, STRUCTURES AND SERVICES. ALL RESTRAINED JOINTS SHALL BE SHOWN ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS (12/24/09) 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A VISUAL INSPECTION BY THE ENGINEER. CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. 2. ALL GRAVITY SEWER PIPING SHALL BE VIDEO TAPED AND RESULTS FURNISHED TO THE LOCAL UTILITY AND THE ENGINEER. 3. THE GRAVITY SANITARY SEWER AND ALL SERVICE LATERALS SHALL BE SUBJECT TO ADDITIONAL TESTING AS REQUIRED BY LOCAL REGULATIONS. TESTS ARE TO BE CERTIFIED BY THE ENGINEER OF RECORD AND SHALL BE SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. 4. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH LOCAL REGULATIONS. TESTS SHALL BE CERTIFIED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE LOCAL AUTHORITIES FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES SHALL BE THE CONTRACTOR'S RESPONSIBILITY. WATER SYSTEM NOTES (12/24/09) 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM TO LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. CONFLICTS BETWEEN WATER AND STORM OR SANITARY SEWER SHALL BE RESOLVED BY ADJUSTING THE WATER LINES AS REQUIRED. 21. 1 AWWA C1 1 AND PIPE HALL 4. ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 5 ( 5) S RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.51 (AWWA C151) AND SHALL BE CEMENT MORTAR LINED, STANDARD THICKNESS IN ACCORDANCE WITH ANSI A 21.4 (AWWA C104). 5. ALL FITTINGS 3" OR LARGER SHALL BE MECHANICAL JOINT, DUCTILE IRON PRESSURE CLASS 350 IN ACCORDANCE WITH ANSI A 21.10 AND A 21.11 (AWWA Cl 10 AND AWWA Cl 11 RESPECTIVELY). FITTINGS SHALL BE CEMENT MORTAR LINED AND BITUMINOUS COATED IN ACCORDANCE WITH AWWA C104 AND AWWA C151 RESPECTIVELY. 6. THE CONTRACTOR SHALL INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECT ION. 7. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. 8. WATER MAIN PIPING LARGER THAN 2" AND SMALLER THAN 4" SHALL BE PRESSURE CLASS 200 AND MEET THE REQUIREMENTS OF SDR 21 IN ACCORDANCE WITH ASTM D2241 UNLESS SPECIFIED OTHERWISE. 9. ALL PIPE AND FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS, 10. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509 11. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED BY THE LOCAL UTILITY AND FIRE MARSHAL. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEMS SHALL BE IN ACCORDANCE WITH ALL LOCAL REGULATIONS, PLANS, AND SPECIFICATIONS FOR CONSTRUCTION, LATEST REVISION THEREOF, AND SUPPLEMENTAL SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE LOCAL REGULATORY AGENCY. 13. THE CONTRACTOR SHALL PROVIDE CERTIFIED UTILITY RECORD DRAWINGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW THE LOCATIONS, DIMENSIONS AND ELEVATIONS OF ALL WATER MAINS, SERVICES, MANHOLES, GRAVITY SEWER MAINS, SERVICE LATERALS, PUMP STATIONS AND FORCE MAINS. ALL RESTRAINED JOINTS SHALL BE SHOWN ON THE RECORD DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEN COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. FDEP NOTES (04/02/04) 1. ALL PIPE, PIPE FITTINGS, PIPE JOINT PACKING AND JOINTING MATERIALS, VALVES, FIRE HYDRANTS, AND METERS INSTALLED UNDER THIS PROJECT WILL CONFORM TO APPLICABLE AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS. 2. ALL PUBLIC WATER SYSTEM COMPONENTS, EXCLUDING FIRE HYDRANTS, THAT WILL BE INSTALLED UNDER THIS PROJECT AND THAT WILL COME INTO CONTACT WITH DRINKING WATER WILL CONFORM TO NSF INTERNATIONAL STANDARD 61. 3. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL CONTAIN NO MORE THAN 8.0% LEAD, AND ANY SOLDER OR FLUX USED IN THIS PROJECT WILL CONTAIN NO MORE THAN 0.2% LEAD. 4. ALL PIPE AND PIPE FITTINGS INSTALLED UNDER THIS PROJECT WILL BE COLOR CODED OR MARKED IN ACCORDANCE WITH SUBPARAGRAPH 62-555.320(21)(B)3, F.A.C., USING BLUE AS A PREDOMINANT COLOR. (UNDERGROUND PLASTIC PIPE WILL BE SOLID -WALL BLUE PIPE, WILL HAVE A CO -EXTRUDED BLUE EXTERNAL SKIN, OR WILL BE WHITE OR BLACK PIPE WITH BLUE STRIPES INCORPORATED INTO, OR APPLIED TO, THE PIPE WALL; AND UNDERGROUND METAL OR CONCRETE PIPE WILL HAVE BLUE STRIPES APPLIED TO THE PIPE WALL. PIPE STRIPED DURING MANUFACTURING OF THE PIPE WILL HAVE CONTINUOUS STRIPES THAT RUN PARALLEL TO THE AXIS OF THE PIPE, THAT ARE LOCATED AT NO GREATER THAN 90-DEGREE INTERVALS AROUND THE PIPE, AND THAT WILL REMAIN INTACT DURING AND AFTER INSTALLATION OF THE PIPE. IF TAPE OR PAINT IS USED TO STRIPE PIPE DURING INSTALLATION OF THE PIPE, THE TAPE OR PAINT WILL BE APPLIED IN A CONTINUOUS LINE THAT RUNS PARALLEL TO THE AXIS OF THE PIPE AND THAT IS LOCATED ALONG THE TOP OF THE PIPE; FOR PIPE WITH AN INTERNAL DIAMETER OF 24 INCHES OR GREATER, TAPE OR PAINT WILL BE APPLIED IN CONTINUOUS LINES ALONG EACH SIDE OF THE PIPE AS WELL AS ALONG THE TOP OF THE PIPE. ABOVEGROUND PIPE WILL BE PAINTED BLUE OR WILL BE COLOR CODED OR MARKED LIKE UNDERGROUND PIPE.) 5. THE OPEN END OF THE AIR RELIEF PIPE FROM ALL AUTOMATIC AIR RELIEF VALVES INSTALLED UNDER THIS PROJECT WILL BE EXTENDED TO AT LEAST ONE FOOT ABOVE GRADE AND WILL BE PROVIDED WITH A SCREENED, DOWNWARD -FACING ELBOW. 6. NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE INSTALLED IN ACCORDANCE WITH APPLICABLE AWWA STANDARDS OR IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDED PROCEDURES. 7. A CONTINUOUS AND UNIFORM BEDDING WILL BE PROVIDED IN TRENCHES FOR UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT; BACKFILL MATERIAL WILL BE TAMPED IN LAYERS AROUND UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT AND TO A SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELY SUPPORT AND PROTECT THE PIPE; AND UNSUITABLY SIZED STONES (AS DESCRIBED IN APPLICABLE AWWA STANDARDS OR MANUFACTURERS' RECOMMENDED INSTALLATION PROCEDURES) FOUND IN TRENCHES WILL BE REMOVED FOR A DEPTH OF AT LEAST SIX INCHES BELOW THE BOTTOM OF UNDERGROUND PIPE INSTALLED UNDER THIS PROJECT. 8. ALL WATER MAIN TEES, BENDS, PLUGS, AND HYDRANTS INSTALLED UNDER THIS PROJECT WILL BE PROVIDED WITH THRUST BLOCKS OR RESTRAINED JOINTS TO PREVENT MOVEMENT. 9. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL BE CONSTRUCTED OF ASBESTOS -CEMENT OR POLYVINYL CHLORIDE PIPE WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C603 OR C605, RESPECTIVELY, AND ALL OTHER NEW OR ALTERED WATER MAINS INCLUDED IN THIS PROJECT WILL BE PRESSURE AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C600. 10. NEW OR ALTERED WATER MAINS, INCLUDING FIRE HYDRANT LEADS AND INCLUDING SERVICE LINES THAT WILL BE UNDER THE CONTROL OF A PUBLIC WATER SYSTEM AND THAT HAVE AN INSIDE DIAMETER OF THREE INCHES OR GREATER, WILL BE DISINFECTED AND BACTERIOLOGICALLY EVALUATED IN ACCORDANCE WITH RULE 62-555.340, F.A.C. 11. NEW OR ALTERED WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS UNDER SURFACE WATER WILL HAVE A MINIMUM COVER OF TWO FEET. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS (04/02/04) 1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS, CONNECTIONS, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND ACCEPTED BY THE ENGINEER AND LOCAL AUTHORITIES. PRESSURE TESTS SHALL BE IN ACCORDANCE WITH LOCAL WATER DEPARTMENT & FDEP SPECIFICATIONS. CONTRACTOR SHALL NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. CONTRACTOR IS RESPONSIBLE FOR ALL REQUIRED CHLORINATION/DISINFECTION AND BACTERIOLOGICAL SAMPLING IN ACCORDANCE TO ITEM "U" ABOVE. CONTRACTOR SHALL OBTAIN CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS (WHICH SHALL ALSO INDICATE THE CHLORINE RESIDUAL) SHALL BE SUBMITTED TO ENGINEER. WATER CLEARANCE REQUIREMENTS (04/02/04) 1. NEW OR RELOCATED, UNDERGROUND WATER MAINS INCLUDED IN THIS PROJECT WILL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED VACUUM -TYPE SANITARY SEWER, STORM SEWER, STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER (OR A HORIZONTAL DISTANCE OF AT LEAST THREE FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY -TYPE SANITARY SEWER IF THE BOTTOM OF THE WATER MAIN WILL BE LAID AT LEAST SIX INCHES ABOVE THE TOP OF THE SEWER); A HORIZONTAL DISTANCE OF AT LEAST SIX FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.; AND A HORIZONTAL DISTANCE OF AT LEAST TEN FEET BETWEEN THE OUTSIDE OF THE WATER MAIN AND ALL PARTS OF ANY EXISTING OR PROPOSED "ON -SITE SEWAGE TREATMENT AND DISPOSAL SYSTEM." 2. NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED GRAVITY- OR VACUUM -TYPE SANITARY SEWER OR STORM SEWER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES ABOVE THE OTHER PIPELINE OR AT LEAST 12 INCHES BELOW THE OTHER PIPELINE; AND NEW OR RELOCATED, UNDERGROUND WATER MAINS THAT ARE INCLUDED IN THIS PROJECT AND THAT WILL CROSS ANY EXISTING OR PROPOSED PRESSURE -TYPE SANITARY SEWER, WASTEWATER OR STORMWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER WILL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OTHER PIPELINE. 3. AT THE UTILITY CROSSINGS DESCRIBED IN PART II.C.1.W ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE WILL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE OR THE PIPES WILL BE ARRANGED SO THAT ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN VACUUM -TYPE SANITARY SEWERS, STORM SEWERS, STORMWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY- OR PRESSURE -TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. w 0 m w m cc w U) z Z � m O o a w U Ir cn Q U ❑ w uaj w m ¢ cr r ❑ 0 z U w cn cn 0 Q c� M �2 w N � N O < o 0 co ❑ �- Oa) I Or- (O w [h I Ch I N r O Z ww>_w_Ozw J < Q J cF Z>- ❑QP LLI ❑QC7z0Cc O Om�&0 C") orir wWFn 0m �°OO CV �QWi2�waz� co ZwLL❑N Op (7<N Itcr0�U) IL O O 03: IL a CC S H E E T N 0 co LL �r Ca �> O o _ LLJ � w v r* 0 <\ ° z 2 CIJ p !i 80 �CD a J z 0 0 X a W N LL 0 cm w < to O ❑ Q Lo < OJ rn cm OLL a>1coo� aC coo cD O � � U J m N r a:Cc � Q < � O _ Lu N CC O co Z v ❑ O co<v S<> c\laco a-u- < o 0 z 0 cn z z O z - w z < w z_ � � cc o_ O Z:) O a U wzz J J cr u= < V V 0 U. J J a W N 2 w 0. cn 0 z W H 0 z EX 10' DRAINAGE EASEMENT TO BE VACATED/REPLACED BY PROPOSED DRAINAGE EASEMENT �L L ' DUMPSTER FIELD LOCATE - I INSPECTION REQUIRED SEE DETAIL SHEET 9 I I I. �I { • I 24' CROSS ACCE�S— I I / s I 24" GROSS STOP BAR ii 0� — — — X � / I: IEl II s � I I I I I • _jlI I z :II ( EXISTING LIGHT TYPICAL " wu -19 I % Ell I MATCH EXISTING l O WHEEL STOP I - SIDEWALK SEE DETAIL _ 18' 20' 24' 5' 64.67' 9 3 24' 20' 10.67' I' I I <'ill III � I •: 'llI III � I P-' 111 III I I •�� III -�lll ,III I I 2 X I II I I `:� III III x .III III j0 0III III `I �� III oII III III m III z z � m m°III III m40' III I m I z I D „ 24, I� � III II z I I m PROPOSED DRAINAGE EASEMENT III \1 PROPOSED LIGHT 1 (TYPICAL)EX 3' X 5 CONCRETE />.0-C)NCRE F VAULTS — GROUND LEVEL. \ II I , ( LIRN INC TOP LOCKED AND APPEARS TO BELONG TO v_ 89 9 ' V ' PROGRESS ENERGY 1 ,7. li LANDSCAPE BUFFER � �C R11 -----------J° —--------S ALIGN SIDEWALK AS SHOWN ❑ Lu B � > o I \�� I _1I I MATCH EXISTING SIDEWALK -------------_---------� 6 — — _ \ N� I (( REMOVE EXISTING CURB AND SIDEWALK Eli1 LJ I� IFT— °0 I it —4 --� i I (I ►I I 24" WHITE S OP BAR ` II 72"x24"x24" HI PVC COMPOSITE 9s m CONSTRUCT DROP CURB PER FDOT INDEX300 R1-1 RECTANGULAR PLANTER (WHITE) 1p SIDEWALK CURB RAMP W/ DETECTABLE MODEL: CORONADO PREMIER BY ' WARNING PER FDOT INDEX 304, CR 23 PLANTERS UNLIMITED SEE ARCH. PLANS A 2 ALIGN SIDEWALK AS SHOWN 9 601 SF MATCH EXISTING SIDEWALK c', SINGLE STORY BUILDING 0 FFE = 118.50 I III � III III `" pill n III III °' 111 z III III .o' cONCRFTF 'URRIN; HC SIGN l III III N PROPOSED SIGN WHEEL STOP DE ECTABLE WARNING SURFACE TO BE PERMITTED SEE DETAIL SEPARATELY DETECTABLE WARNING SURFACE N ' J o HC SIGN � I I 20' � III III >o t < i I 9 Q• III III ri 24" WHITE S4P BAR t t N •� �� C I i i I SIDEWALK CURB RAMP W/ DETECTABLE TYPE D CURB PER FDOT INDEX 300 N _ O TYPICAL WARNING PER;FDOT INDEX 304, CR 23 A' I EXISTING FIRE R1 1 HYDRANT °° REMOVE EXISTING CURB AND SIDEWALK CONSTRUCT 2' WIDE DROP CURB PER FDOT INDEX 300 SIDEWALK CURB RAMP / DETECTABLE WARNING PER FDOT IND�O4—C 23 I LANDSCAPE 1 1 co BUFFER O N N O II REPLACE I' I EXISTING L — I SIDEWALK `t III MATCH \ lu — — — _ q -L /' / EXISTING STORE S''Gy1 S �i SIDEWALK . ` LANDSCAPE BUFFER --------------------------- LANDSCAPE BUFFER � x n o < I 7T0 of o O s,"'' Z >I m 0 i D I I I I I I - ... _.... _ _. .._ 0' 20' 40' SITE LEGEND w SCALE: 1 " = 20' C) cr C w (`1 HANDICAP PARKING cn x w —--- •••— SITE BOUNDARY LINE N � z w wO Z - ---- - CENTER LINE OF ROAD 0 IL L) PROPOSED CURB m c acr rn o 0 z (� EXISTING EDGE OF PAVEMENT w `" LD — Q PROPOSED CONCRETE PAVEMENT a TYP TYPICAL m _ a C7 n C7Lu F- n o N co o w Q ❑ HC HANDICAP r c� a r O 11 PARKING SPACE COUNT ¢w>—W—OZW S/W SIDEWALK Lo a a J R5' 5'RADIUS oc7mwz�m Q¢wwoo-j IY c7 � O O >O�¢3M z W O O CV co LF LINEAR FEET ozaF3�o� �zwp— z�C7maQ0 y- co i "� p O N Cm H 0 SF SQUARE FEET 3 CC a o SIGN LEGEND NO TEXT OR SYMBOL SIZE R1-1 STOP 30"x30" ALL SIGNS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. STRIPING NOTES: 1. TYPICAL PARKING SPACE SHALL BE STRIPED WITH A 6" WHITE STRIPE. 2. SEE DETAILS FOR HANDICAP PARKING. 3. STRIPING AND PAVEMENT MARKINGS SHALL CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. PROPOSED CONSTRUCTION NOTES: 1. ALL CURB RADII TO BE 3 FEET AND AT FACE OF CURB, UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS FOR INTERNAL PARKING LOTS ARE TO THE FACE OF CURB, UNLESS OTHERWISE NOTED. 3. CONCRETE SIDEWALK RAMPS SHALL BE INSTALLED ACCORDING TO F.D.O.T. INDEX 304 OR A.D.A. STANDARDS, WHICHEVER IS MORE RESTRICTIVE. BUILDING REFERENCE: BUILDING OUTLINE BASED UPON PLANS PROVIDED BY DESIGN TECH INTERNATIONAL ASSOCIATES. rA rn a S Lu 0 ¢ Q ca o Q \ 0 z r z c:l 0 N wQ 0 occ: Q 0 W N O LL. M � CO � CD 0 J �U - m N F I: CC cr = Lu N = U�� Zr:c0 Z O Q v' =QO O N EL co 0-LL- c" Q C7C7Z0U) Z Z O Z L u < > Z 0 _ 0�a� 0 L L J J = U 2 LL- LL- (L W p N !� L v �J � Z Q o (L cl) °C O Z O o.j Z N UC J G J 0 3: V } z � a O W N X N M am 0 N S H E E T N 0 c PT I II I II I II co Z) wl 3- LANDSCAPE STRIP C@ 6:1 MAX A I II I II I II 0 > x II A,> TYP SECTION A -A II L I II TYPE "C" DOGHOUSE INLET OVER EXISTNG 18" PIPE - FDOT INDEX 23322 D4 GE 117.39 1 00 IEE (S) 1 (W) 113.00 I13.00 1 1 IE (NE) 113.0000 A 00 90 co __j m I co C14 OD z ul 2- LANDSCAPE A F- EX MANHOLE CD STRIP 0 2:1 MAX P x RIM = 129.00 W. INV = 119.60 E. INV = 116.23 PARKING LOT co 17.816Ni ' ' f' I ®rrr.rrrrr.11 00 cyl TYP SECTION 13-13 A A vi • TYPE "C" DOGHOUSE INLET OVER EXISTING 18" PIPE FDOT INDEX 232 D- 7 GE = 118.31 A IE (W) = 115.7t I E (E) = 113.04 REMOVE 18" ADS EAST A > x lul < o 01) o �30 00 41 L < A co 71 z F- 8-± LANDSCAPE UA cf) STRIP @ 4:1 MAX x A PARKING LOT A CII cli cli co 0 0 (D CD CA A �D ('31 co TYP SECTION C-C 00 I-" 0 L14 00 00 cn c� c,1' p p i _r_ a 11 N I I � �� i i �` 111 III ,--III x I II o 711 1 III 0 x III AI I 0 1 0 ;:u 0 III III 33% < I lu Gu TYPE "C' DOGHOUSE INLET OVER EXISTING 18" PIPE 20 LF 18" RCP @ 0.;U C/� D- I STUBOUT IE =1 10.25 FDOT INDEX 232 0m III cp 0 GE = 116.67 z m a� -,j bo bo IE (NW) = 112.70 > �ou IE (S) = 112.70 U) IE (E) = 110.6± 40' REMOVE 18" ADS WEST 24' > cf) D3 TYPE" INLET - FDO INDEX 232 Z TYPE "C" INLET 6 = 117.39 D- 2 B NCHMARK TOP F I EX MANHOLE (SW) = 112.95 FDOT INDEX 232 IE (E) = 112.95 GE = 116.67 1 ON ROD #LB6382, TOP = 116.55 IE (W) = 112.75 E EVATION = 116.29 2 0C C ONCRF F N. INV = 109.95 MEG IE (SE) = 112.75 EX 3' 5 CONCRETE Al S. INV = 109.96 VAULTS - ROUND LEVEL-\ C JRB ING, .5 TOP La E AND -ME6SW W. INV 110.05 "g PROGRES ENERGY APPEARS T BELONG TO E. INV 109.65 17.7 18.0 17.5 l EX CURB INLET 6 STUBOUT P"wI r_nr_-C: OF DAWMAMINIT 115 fZr, 22 LF 18.. Sp (I �o 0.2% SLOPE 101 LF 18LE� 0.2% SLOPE IE = 110.19 E. INV 109.35 0 CONTRACTOR P417,54 TO VERIFY 1,�Qi W. INV 109.35 RECONSTRUCT CURB INLET TOP 16.9 TO MATCH NEW RADIUS 7. J I L 25 LF 8" SP @ 0.2% SLOPE 24 LF 18" SP @ 0.2% SLOPE EX CURB INLET .5 017.8 L -1 EDGE OF PAVEMENT 115.47 180.1% -.my 18 ADS- E. INV = 108.97 E`�� mmn J % NW. INV 108.99 18.2 017.7 AIL Ds _J J�R 1 .4 �\o OPTIONAL -FF_ T DRIVE-THRU > III cn WINDOW zo cn 18.4 18.2 1 6.9:11, cn 17.9 17.7 HP 0*/2 %MAX MEG 15.8 ADA GROSS WALK 2% MAX CROSS SLOPE _3 3.5d III III `2_9� COW_ RFTF CURBIIv` 1 8.4d 118.21 18.45 PLANTER AREA ADA RAMP 1144 HP SEE BLDG PLANS 2 MAX a III _T1 SSW @ 4.9% MAX 18.5 -17-.9-d END CURB 18.0 If 117.51 'jo 0 7 , G)CONTRACTOR TO uj 0 FIELD VERIFY S1W 0 ADA RAMP CLzLI ELEV. 1:12 MAX U) C 17.7 C4 END CURB I j o 184 . @i 13 z:34 co g L4 17.9 U) MEG SW i rr! Lo L _j 117.21 0 III II I h 01 17.9 III II Fl 8-.4 n 18.4 5'CURB TRANSITION PLANTER AREA III I( SEE BLDG PLANSIII 17.9 FMEG 1 11 17.IIl 16.1 "C" 116.9 2%MAC III I li:9 TYPE INLET D-6 HP FDOT INDEX 2322 GE = 116.67 17.7 IE (N) = 113.02 c. (A ADA CROSS WALK '.8 HP k.. 2% MAX CROSS SLOPE PE "C" INLET EX CURB INLET D-5 DOT INDEX 232 Wn Ln EDGE OF PAVEMENT = 115 93 r- = 117.39 41: E (N) = 113.32 00 L4 S. INV = 109.48 II MEG 119.3 18.3 L 90 LIGHTED STORl- SIGN Lu Ln is .0yI�INIF/ 1 .6 - 17.7 6.9 -4 - - - - - - - - - - - - - -- 4-4--r, MEG SW o W u 00 . ............ . ... .................. 21.11 lyff�iStlqd qd GRADE 'g r\j 00 pl 2.0 CONCRF-IF C( JRRINC-1- >x - - - - - - - - - - - - - - MEG FILL AREA BETWEEN WALL - - - - - - - - - - - - - - M < C, AND CURB 119.3 CONTRACTOR TO PROVIDE -n BENCHMARK - TOP OF co� 71 SLOPE TOWARD AND MATCH TOP OF CURB 20 LF OF 24" HIGH :10 02iv IRON ROD #LB6382. ELEVATION 116.30 BLOCK WALL FOR TRANSITION AREA , cn > F > (7) ca 0 > N co 91, co - ------- ---- --------- ----- . .. ..... . .. ...... . . . . .. .... .......... . .... . . . . ..... ...... ... . ... ........ .. .......... .... --------- o 90 cn O cn W GRADING LEGEND EL ELEVATION TYP TYPICAL SP STORM PIPE CO CLEANOUT IE INVERT ELEVATION HC HANDICAP 49.58 EXISTING ELEVATION /ME PROPOSED SPOT ELEVATION (AT PAVEMENT LEVEL) MEG MATCH EXISTING GRADE DRAINAGE INLET MITERED END SECTION SURFACE STORMWATER FLOW FFE FINISH FLOOR ELEVATION S/W SIDEWALK STORM SEWER STRUCTURE NUMBER EROSION CONTROL CONCRETE PAVEMENT 0, 20' 40' SCALE: 1 20' ALTERNATIVE PIPE MATERIALS NOTES: ALTERNATIVE PIPE MATERIALS MAY BE USED AS STORM PIPE MATERIAL UNDER THE FOLLOWING CONDITIONS: 1. OUTSIDE THE LIMITS OF THE ROADWAY OR PAVED AREAS 2. WITHIN THE PRIVATE ROADWAY OR PAVED AREAS WHEN DEPTH OF COVER MEETS THE REQUIREMENTS OF FDOT INDEX # 205 3. ALTERNATIVE PLASTIC PIPE TYPES INCLUDE: a.) ADS N-12 WT IB HDPE b.) CONTECH A-2000 PVC c.) HANCOR SURE-LOK WT HDPE 4. ALTERNATIVE CONCRETE PIPE INCLUDES ERCP CLASS Ill. 5. FINAL APPROVAL FOR PIPE MATERIAL SHALL BE AUTHORIZED BY ENGINEER OF RECORD PRIOR TO CONTRACTOR PURCHASING MATERIALS FOR INSTALLATION. 6. MANUFACTURER'S PIPE BEDDING REQUIREMENTS, OR LOCAL JURISDICTIONAL CODE STANDARDS, WHICHEVER ARE GREATER, ARE TO BE INCORPORATED WITH ALTERNATIVE PIPE SELECTION. 7. LOCAL JURISDICTION PIPE MATERIAL RESTRICTIONS WILL GOVERN. NPDES NOTES: 1 PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE AT THE UPSTREAM END OF ALL STORM SEWER PIPES UNTIL INLETS ARE COMPLETED. 2. WHEN THE CONSTRUCTION OF INLETS ARE COMPLETED THE CONTRACTOR SHALL PLACE SILT FABRIC FENCE IN PLACE AS PER DETAIL. 3. THE CONTRACTOR SHALL SEED AND MULCH OR SOD SWALES AND PONDS PER SECTIONS, IMMEDIATELY AFTER CONSTRUCTION IS COMPLETED AND PROMOTE QUICK REVEGETATION. 4. THE CONTRACTOR SHALL CHECK ALL EROSION AND SILTATION CONTROL DEVICES AFTER EACH RAINFALL AND REPAIR OR REPLACE THEM AS REQUIRED. SILT FENCES TO REMAIN UNTIL CITY/COUNTY ACCEPTANCE. 5. THE REQUIREMENTS LISTED ABOVE SHALL BE CONSIDERED MINIMUM REQUIREMENTS AND THE CONTRACTOR SHALL USE WHATEVER METHODS HE DEEMS NECESSARY TO PREVENT EROSION AND SILTATION AS MAY BE REQUIRED FOR THE PROJECT. co z z o o 0 Cc: Lo cr L) > co Fn UJ cc cr 0 cn a - �2 �2 c2 w r, Lo C5 co TD I'm Im I [-- I w, Lo � -q- � co cj Ir b z ww>-w-ozw L0 zroa®� o 0 (DOD LLIZZ)co CC Lu ci _j 0 0 _1 < ol Tr w C C C > (.9 Lu C'J I-_ Wo) c F5 LL G z< < co cow co z 0 Z LLJ 0 - T_ 0 cr cr � < 2 0) CIJ w c\I CL 0 L) 0 Cr 0 Ir c:) IL IL 0 <1 G ;?l LL o LLJ LU rq CL 0 z z . le 0. CD --.4 co 0 cz) c\1 LU < F- C) C40 cc: C=) C3 0 Lc) N< c 0 u_ 2F-. cr_ cocoo r- 4 c) LU In rl- 0 j:zc\j � co _j CC Z3 z:) Lu cm cc: u 2� t� z cz) co C) co m < < cm < 0 0 (aD- C2,1_3 0 acn- L,_ 2 =_ (6 cc F- >- LU z < Lu Lu < _j Er cr- 0 Z) 0 a_ U) z co 0 Lu z F- cm) C) 6 Li- LL. cc F- 3 [L N w N LL cl) 6. DEWATERING METHODS OFWELLPOINTING AND DIRECT BURIAL "SOCK" PIPE SHALL BE UTILIZED. 7. DEWATERING DISCHARGE SHALL BE DIRECTED TO A SEDIMENT SUMP PRIOR TO BEING DISCHARGED OFFSITE. e o DATUM NOTE: ELEVATIONS ARE BASED ON NGVD 1929, AS PROVIDED BY SIMMONS & BEALL, INC.. DRAINAGE STRUCTURE NOTE: ALL DRAINAGE STRUCTURES & GRATES SHALL BE RATED FOR H-20 TRAFFIC LOADS. SOME DRAINAGE STRUCTURES MAY REQUIRE A TYPE "J" OR "P" BOTTOM IN ACCORDANCE TO FDOT INDEX 200. mi Z o oLL 0% cl) 0 c CL >= w N CL W OWNER ACKNOWLEDGMENT N I HAVE REVIEWED THE CONSTRUCTION SURFACE WATER MANAGEMENT PLAN AND UNDERSTAND THAT s THE PLAN MUST BE IMPLEMENTED AS INDICATED. H E E T SF ZEPHYR COMMONS UP N ol z w 0 14 ad c!) z 0 c!) a } - - Q m V. M N IL 0 V a 0 a m LL 0 W IL O W m H O z a U) z W N W X LL FT, > O U) <o 2" WATER SERVICE 1.5" WATER SERVICE 1.5" WATER SERVICE 1.5" WATER SERVICE 1.5" WATER SERVICE 1.5" WATER SERVICE 1.5" WATER SERVICE IE ID114.28 9,601 SF SINGLE STORY BUILDING FFE = 118.50 D z CO IE = 114.08 I REMOVE BLOWOFF AND TIE EXISTING 6" MAIN TO WATER METER W/6" TAPPED CAP 2' 1.5" WATER METER W/BFP I ev co 1 p 1I II - 11 III I ,z) CO IE = 110.54 I E = 113.92r I III z z TYP IE = 113.73 CID IE = 113.62 II l .ill l CO 6 11 .. IE = 113.43 [ 350± LF 6" PVC SDR-35 Q o 041 SS LATERAL @ 1% MIN Go IE = 113.20 I o I I SAN AN CO IE = 112.20 335± LF 2" SCH 40 PVC WATER SERVICE EX FIRE HYDRANT — VALVE & ASSEMBLY I� I I II I • I II I , ��Ii � I � L --- - - - — — — — — — — — — — — — — — — — — — — — — - II I /' I .• . V, m 11L I V l../\IV IIYtA AT IE = 110.00 V - I CONTRACTOR TO FIELD VERIFY EXISTING IE I III II III III III III `2.0' CON-CRFTT Cur<BIN' 1 II i EX 6"X6" TEE EX CLEANOUT �a EX 2" BO &' GATE VALVE m I I I T ( I ((I II I III III III II III II I I III � II II U to I m I� In I Im T Iz I C i i< UTILITY LEGEND SS SANITARY SEWER O CLEANOUT-CO ►� GATE VALVE FIRE HYDRANT REDUCER • BLOWOFF OW WATER METER ® BACKFLOW PREVENTER WL WATER LINE SERVICE LATERAL NOTE: 0' 20' 40' SCALE: 1 " = 20' 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). EXISTING UTILITIES NOTE: cn w U Q w cr w w a z z w m O 3 o d w U � � U ❑ w W IL O zLL U w in U D) a M C2 w N n N r O Q O 0 t0 ❑ 7,0rncor-coL+*cocm z mw>-W-Ozw Lo Q Q J "t Z> o<@-, ¢o C7 00mwza ¢o�wwOom w CC C7� N O T >o��Ff C-'D ci z W O NO ZOZ WLLOco a k 0) N ��a¢O O N Fw- O a a o CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES AND SHALL NOTIFY THE ENGINEER OF ANY DEVIATION FROM THE PLANS PRIOR TO PROCEEDING * b� WITH ANY PROPOSED CONSTRUCTION. EXISTING WATER MAIN LOCATIONS ARE BASED UPON SIMMONS & BEALL SURVEY. EXISTING SEWER SERVICE LOCATIONS ARE BASED UPON SIMMONS & BEALL SURVEY. CD 0,� tr p 2 0 _ w * o� w d DATUM NOTE: o < _ z w `� ELEVATIONS FOR THIS PROJECT ARE BASED ON NGVD 29. O. UTILITY NOTES: 1. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES FOR EXACT LOCATION OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. 2. CONTRACTOR RESPONSIBLE FOR ALL UNDERGROUND CONDUITS AND WIRING TO SIGNS AND LIGHTING. 3. SEE ARCHITECTURAL/MECHANICAL ENGINEERING PLANS FOR FIRE PROTECTION DESIGNS AND SPECIFICATIONS. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING IN PROXIMITY OF ALL UTILITIES. EXISTING UTILITY LOCATIONS SHOWN ON PLANS ARE NOT EXACT OR GUARANTEED. NOTE TO CONTRACTORS: BEFORE BEGINNING SITE WORK, THE CONTRACTOR IS REQUIRED TO FIELD VERIFY THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES AND OTHER FEATURES. THE CONTRACTOR MAY CONSULT THE UTILITY OWNER'S RECORD DRAWINGS, BUT THE UTILITY OWNER AND THE ENGINEER DO NOT GUARANTEE, BY IMPLICATION OR OTHERWISE, THE ACCURACY OF THESE UTILITY OWNERS RECORD DRAWINGS. SITE CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY MODIFICATION REQUIRED OTHER THAN SHOWN ON PLANS. 0 CV w ¢ CD ❑ °C Lin Q OJ w N a O LL o> CID �� coto0 J w J m N W cr Q = W N Cr o�aCOO Zip Z c) co O X ch¢ v =Q> O N Ll CM L1 LL Q C7 C7 z C7 to z z Occ z z w z Q w Z 0 O a W o LCD w z z V > U 0 U a W p N U p M iiiiiiiiim 0 J a cn Z O Z OLL � � N a O � J L) � H � a W = N a w N H E T N 01 U W w O 'c z a 0 w a O w m O z Q 2 U) z J IL w U) W S F- SPILL CONTROL PRACTICES IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES SHALL BE FOLLOWED FOR SPILL PREVENTION AND CLEANUP: MANUFACTURES' RECOMMENDED METHODS FOR SPILL CLEAN UP SHALL BE CLEARLY POSTED AND SITE PERSONNEL SHALL BE MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEAN UP SUPPLIES. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEAN UP SHALL BE KEPT IN THE MATERIAL STORAGE AREA ON SITE. EQUIPMENT AND MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED T0, BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, KITTY LITTER, SAND, SAWDUST AND PLASTIC AND METAL TRASH CONTAINERS. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY. THE SPILL SHALL BE KEPT WELL VENTILATED AND PERSONNEL SHALL WEAR APPROPRIATE PROTECTIVE CLOTHING TO PREVENT INJURY FROM CONTACT WITH HAZARDOUS SUBSTANCE. SPILLS OF TOXIC OR HAZARDOUS MATERIAL SHALL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE. THE SPILL PREVENTION PLAN SHALL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND THE CLEAN UP PROCEDURES FOR FUTURE USE. A DESCRIPTION OF THE SPILL, ITS CAUSE AND THE CLEAN UP MEASURES SHALL ALSO BE INCLUDED. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE THE SPILL PREVENTION AND CLEAN UP COORDINATOR. HE OR SHE SHALL DESIGNATE OTHER SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEAN UP TRAINING. THESE INDIVIDUALS SHALL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEAN UP. THE NAMES OF THE RESPONSIBLE SPILL PERSONNEL SHALL BE POSTED IN THE MATERIAL STORAGE AREA OR IN THE OFFICE TRAILER ON SITE, IF APPLICABLE. NOTICE OF TERMINATION A NOTICE OF TERMINATION SHALL BE SUBMITTED TO THE FDEP AFTER THE CONSTRUCTION HAS BEEN COMPLETED AND THE SITE HAS UNDERGONE FINAL STABILIZATION. POLLUTION PREVENTION PLAN CERTIFICATION TO THE BEST OF MY KNOWLEDGE, I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT QUALIFIED PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE, ACCURATE AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE POSSIBILITY OF FINES AND IMPRISONMENT FOR KNOWING VIOLATIONS. OWNER: NAME: TITLE: SIGNATURE: DATE: CONTRACTOR'S CERTIFICATION I CERTIFY UNDER PENALTY OF LAW THAT I UNDERSTAND THE TERMS AND CONDITIONS OF THE GENERAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT THAT AUTHORIZES THE STORM WATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY FROM THE SITE IDENTIFIED AS PART OF THIS CERTIFICATION. SIGNATURE COMPANY NAME AND ADDRESS RESPONSIBLE FOR COMPANY: SIGNATURE: ADDRESS: NAME: GENERAL CONTRACTOR DATE: PHONE: COMPANY: SIGNATURE: ADDRESS: TEMPORARY AND PERMANENT NAME: STABILIZATION DATE: PHONE: COMPANY: SIGNATURE: NAME: ADDRESS: STABILIZED CONSTRUCTION ENTRANCE, EARTH DIKES, SEDIMENT BASIN DATE: PHONE: U)i of ¢ m U) w U w U cc DESCRIPTION OF PURPOSE AND TYPES OF SOIL DISTURBING ACTIVITIES: TIMING OF CONTROL MEASURES W � z z AS INDICATED IN THE SEQUENCE OF MAJOR ACTIVITIES, STAKED SILT FENCE, STABILIZED CONSTRUCTION ENTRANCES AND w w O SEDIMENT BASINS SHALL BE CONSTRUCTED PRIOR TO CLEARING OR GRADING OF ANY OTHER PORTIONS OF THE SITE. g o a SOIL DISTURBING ACTIVITIES WILL INCLUDE: CLEARING AND GRUBBING; INSTALLING A STABILIZED CONSTRUCTION ENTRANCE, AREAS WHERE CONSTRUCTION ACTIVITY TEMPORARILY CEASES FOR MORE THAN 21 DAYS SHALL BE STABILIZED WITH A w U °C PERIMETER AND OTHER EROSION AND SEDIMENT CONTROLS THROUGHOUT THE SITE; GRADING; STORM SEWER, UTILITIES AND N a v TEMPORARY GRASS AND MULCH WITHIN 14 DAYS OF THE LAST DISTURBANCE. ONCE CONSTRUCTION ACTIVITY CEASES o > w BUILDING FOUNDATIONS; CONSTRUCTION OF CURB AND PARKING LOT; PREPARATION FOR FINAL PLANTING AND SEEDING. m Q � o PERMANENTLY THAT AREA SHALL BE STABILIZED WITH PERMANENT SOD. AFTER THE ENTIRE SITE IS STABILIZED, THE ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE TRAPS AND THE STAKED SILT FENCES SHALL BE REMOVED. ° I in - MATERIALS o SEQUENCE OF MAJOR EVENTS: CERTIFICATION OF COMPLIANCE WITH FEDERAL, STATE AND LOCAL REGULATIONS - a 1. INSTALL STAKED SILT FENCE AS INDICATED ON THE CONSTRUCTION PLANS. THE STORM WATER POLLUTION PREVENTION PLAN REFLECTS THE SOUTH WEST FLORIDA WATER MANAGEMENT DISTRICT 2. EXCAVATE PONDS FOR SEDIMENT TRAPS FOR SITE RUNOFFS. (SWFWMD) REQUIREMENTS FOR STORM WATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL AS ESTABLISHED BY M 2 w 3. BEGIN BUILDING CONSTRUCTION. N T T 4. CONSTRUCT DIVERSION SWALES AROUND PERIMETER OF SITE TO PONDS, AS NECESSARY. SWFWMD STORM WATER MANAGEMENT PRACTICES MANUAL AND THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 40D -4 N o Q AND 40D-40. TO ENSURE COMPLIANCE, THIS PLAN WAS PREPARED IN ACCORDANCE WITH SWFWMD'S "BASIS OF REVIEW `° CO 5. INSTALL STORM SEWER SYSTEM AND ITS SILTATION PROTECTION, UTILITIES AND OUT FALL STRUCTURES. FOR SURFACE WATER MANAGEMENT PERMIT APPLICATIONS WITHIN THE SOUTH WEST FLORIDA WATER MANAGEMENT 6. STABILIZE PARKING LOT. DISTRICT". r � °' co � tO "' � " `" T o 7. CONSTRUCT CURB, BASE AND ASPHALT. 8. COMPLETE FINAL SITE GRADING. mw>-w—ozw 9. INSTALL PERMANENT LANDSCAPING ON SITE. REPAIR ANY WASHED OUT AREAS. Lo MAINTENANCE INSPECTION PROCEDURES 10. WHEN CONSTRUCTION ACTIVITY IS COMPLETE AND THE SITE IS STABILIZED, REMOVE EROSION PROTECTION DEVICES AND Z } o a ® - O cr) PLACE SOD AS NECESSARY. EROSION AND SEDIMENT CONTROL INSPECTION AND MAINTENANCE PRACTICES a w W o o m 0 cc o N >°5 ; nI�; z w oco NAME OF RECEIVING WATERS: THESE ARE THE INSPECTION AND MAINTENANCE PRACTICES THAT SHALL BE USED TO MAINTAIN EROSION AND SEDIMENT z o z W o 0 a N CONTROL: F°Caao ° oC ° N a o w a a o 1. ALL CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EACH WEEK AND FOLLOWING ANY STORM EVENT OF POLLUTION REDUCTION CONTROLS 0.5-INCHES OR GREATER BY A CONTRACTORS REPRESENTATIVE. 2. ALL MEASURES SHALL BE MAINTAINED IN GOOD WORKING ORDER; IF A REPAIR IS NECESSARY, IT SHALL BE INITIATED " EROSION AND SEDIMENT CONTROLS WITHIN 24 HOURS OF REPORT. �t?,0 *� 3. BUILT UP SEDIMENT SHALL BE REMOVED FROM SILT FENCE WHEN IT HAS REACHED ONE-THIRD THE HEIGHT OF THE SILT, STABILIZATION PRACTICES 4. SILT FENCE SHALL BE INSPECTED REGULARLY FOR DEPTH OF SEDIMENT AND TEARS TO SEE IF THE FABRIC IS r) � b � SECURELY ATTACHED TO THE FENCE POSTS AND TO SEE THAT THE FENCE POSTS ARE FIRMLY IN THE GROUND. ° N �+ WIND EROSION STABILIZATION - THE CONTRACTOR SHALL DENUDE ONLY AREAS WHERE IT IS EXPECTED TO BE GRADED OR 5. THE SEDIMENT BASINS SHALL BE INSPECTED DEPTH OF SEDIMENT AND BUILD UP OF SEDIMENT SHALL BE REMOVED _ 0 o * � � z ALTERED WITHIN A REASONABLE TIME FRAME. ALL PERVIOUS AREAS OF THE SITE INCLUDED IN GRADING THAT ARE WHEN IT REACHES 10% OF THE DESIGN CAPACITY OR AT THE END OF THE JOB. `, 11 z , o 0 DISTURBED DURING CONSTRUCTION SHALL BE GRADED AND PREPARED WITH A COMBINATION OF SOD AND/OR SEEDING AND 6. TEMPORARY AND PERMANENT GRASSING AND MULCHING AND SODDING SHALL BE INSPECTED FOR BARE SPOTS, d �c MULCHING. PAD AREAS WITHIN FUTURE UNITS WHERE EARTHWORK IS COMPLETED SHALL BE COMPLETELY SEEDED AND WASHOUTS AND HEALTHY GROWTH. MULCHED. AREAS WHERE CONSTRUCTION OPERATIONS WILL BE CONTINUOUS, FUGITIVE DUST SHALL BE MANAGED BY 7. A MAINTENANCE INSPECTION REPORT SHALL BE MADE AFTER EACH INSPECTION BY THE CONTRACTOR AND SHALL BE �0 pROF� APPLYING A WATER SPRAY TO SATURATE THE SURFACE SOILS ON A DAILY BASIS (OR AS NEEDED) TO MAINTAIN MINIMAL KEPT IN AN ACTIVE LOG READILY AVAILABLE AT THE JOB SITE. DUST TRANSPORT. FUGITIVE DUST SHALL BE MONITORED CONTINUOUSLY AND ADDITIONAL MEASURES MAY NEED TO BE 8. EITHER THE SITE SUPERINTENDENT OR HIS DESIGNEES SHALL BE RESPONSIBLE FOR INSPECTIONS, MAINTENANCE, REPAIR TAKEN TO CONTROL OFF SITE TRANSPORT OF UNACCEPTABLE LEVELS OF DUST. ACTIVITIES AND COMPLETING THE INSPECTION AND MAINTENANCE REPORT. 9. PERSONNEL SELECTED FOR INSPECTION AND MAINTENANCE RESPONSIBILITIES SHALL RECEIVE TRAINING FROM THE SITE TEMPORARY STABILIZATION - TOP OF SOIL STOCK PILES AND DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION SUPERINTENDENT. THEY SHALL BE TRAINED IN ALL THE INSPECTION AND MAINTENANCE PRACTICES NECESSARY FOR r ACTIVITY TEMPORARILY CEASES FOR AT LEAST 21 DAYS SHALL BE STABILIZED WITH TEMPORARY GRASS AND MULCH OR KEEPING THE EROSION AND SEDIMENT CONTROLS USED ON SITE IN GOOD WORKING ORDER. N OTHER APPROVED MEANS, NO LATER THAN 14 DAYS FROM THE LAST CONSTRUCTION ACTIVITY. GRASS SEED SHALL BE A N o 0 MIXTURE OF 20 PARTS OF BERMUDA AND 80 PARTS OF PENSACOLA BAHIA. THE SEPARATE TYPES OF SEED USED SHALL o o cli BE THOROUGHLY DRY MIXED IMMEDIATELY BEFORE SOWING. SEED WHICH HAS BECOME WET SHALL NOT BE USED. THE NON -STORM WATER DISCHARGE ¢o LL c6 MULCH MATERIAL USED SHALL NORMALLY BE DRY MULCH. DRY MULCH SHALL BE STRAW OR HAY CONSISTING OF OAT, a � I o RYE OR WHEAT STRAW, OR OF PANGOLA, PEANUT, COASTAL BERMUDA OR BAHIA GRASS HAY. ONLY UNDETERIORATED IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES WILL OCCUR FROM THE SITE DURING THE �: J m N c °- MULCH WHICH CAN BE READILY CUT INTO THE SOIL. SHALL BE USED, AREAS OF THE SITE WHICH ARE TO BE PAVED WILL CONSTRUCTION PERIOD: Q " ,, o BE TEMPORARILY STABILIZED BY APPLYING STABILIZATION AND BASE. � _ � Z t� 1. WATER FROM WATER LINE FLUSHING. Z o 1 O x PERMANENT STABILIZATION -DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY PERMANENTLY CEASES a `r = a 2. PAVEMENT WASH WATERS (WHERE NO SPILLS OR LEAKS OF TOXIC OR HAZARDOUS MATERIALS HAVE OCCURRED). N m CO n- u- Q SHALL BE STABILIZED WITH SOD NO LATER THAN 14 DAYS AFTER LAST CONSTRUCTION ACTIVITY. 3. UNCONTAMINATED GROUNDWATER (FROM DEWATERING EXCAVATION). ALL NON -STORM WATER DISCHARGES SHALL O 0 CD z 0 cn BE DIRECTED TO THE SEDIMENT BASIN PRIOR TO DISCHARGE. z z o z STRUCTURAL PRACTICES w z ~ } wz�> NON -STORM WATER DISCHARGE z J Q °C ao� EROSION PROTECTION - DURING THE CONSTRUCTION PHASES, APPROPRIATE PRACTICES INCLUDING, BUT NOT LIMITED TO z o C v' SILT FENCE BARRIERS, HAY BALES AND WATERING OR OTHER METHODS NECESSARY WILL BE IMPLEMENTED TO CONTROL IT IS EXPECTED THAT THE FOLLOWING NON -STORM WATER DISCHARGES SHALL OCCUR FROM THE SITE DURING O J < a FUGITIVE DUST. SEDIMENT BASINS - THE STORM WATER MANAGEMENT AREAS (RETENTION AREAS) WILL SERVE AS THE CONSTRUCTION PERIOD: SEDIMENT BASINS DURING THE CONSTRUCTION PERIOD. AT THE CONTRACTOR' DISCRETION, THE SEDIMENT BASINS WILL BE 2 CONSTRUCTED TO THE DESIGN CROSS-SECTION OR A MINIMUM OF 2-FEET BELOW EXISTING GROUND TO ALLOW THE SILT CONCRETE FERTILIZERS a TO BE COLLECTED AND REMOVED PRIOR TO COMPLETION OF THE GRADING. DETERGENTS PETROLEUM BASED It � PAINTS (ENAMEL AND PRODUCTS AND FUELS ~ STORM WATER MANAGEMENT LATEX) METAL STUDS CLEANING SOLVENTS T GLASS WOOD Z TAR MASONRY BLOCK a STORM WATER DRAINAGE WILL BE PROVIDED BY A CURB, STORM WATER AND CATCH BASIN SYSTEM FOR THE DEVELOPED SAND ROOFING SHINGLES AREAS. THE AREAS NOT DEVELOPED SHALL BE GRADED TO LESS THAN 2% SLOPES AND HAVE PERMANENT SEEDING OR STONE W Q PLANTINGS. WHEN CONSTRUCTION IS COMPLETE THE SITE WILL DRAIN TO STORM WATER PONDS THAT WERE UTILIZED AS N THE TEMPORARY SEDIMENT BASINS DURING THE CONSTRUCTION PROCESS. ANY ACCUMULATED SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT BASINS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONSTRUCT AL SPILL PREVENTION u RETENTION/DETENTION AREAS IN ACCORDANCE WITH THE APPROVED CONSTRUCTION PLANS. MATERIAL MANAGEMENT PRACTICES SPECIFIED OTHER CONTROLS THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT SHALL BE USED TO REDUCE THE RISK OF SPILLS OR OTHER ACCIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM WATER RUNOFF. WASTE DISPOSAL GOOD HOUSEKEEPING WASTE MATERIALS - ALL WASTE MATERIAL SHALL BE COLLECTED AND CONTAINED IN A CONTROLLED AREA PURSUANT TO THE FOLLOWING GOOD HOUSEKEEPING PRACTICES SHALL BE FOLLOWED ON SITE DURING THE CONSTRUCTION PROJECT. AN STATE AND LOCAL SOLID WASTE REGULATIONS. ALL TRASH AND CONSTRUCTION DEBRIS GENERATED FROM CONSTRUCTION EFFORT SHALL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO COMPLETE THE PROJECT. ALL MATERIALS IS TO BE REMOVED FROM THE SITE AND DISPOSED OF APPROPRIATELY. NO CONSTRUCTION MATERIALS SHALL BE BURIED STORED ON SITE SHALL BE STORED IN A NEAT ORDERLY MANNER IN THEIR APPROPRIATE CONTAINERS AND IF POSSIBLE, co ON SITE. ALL PERSONNEL SHALL BE INSTRUCTED REGARDING THE CORRECT PROCEDURE FOR WASTE DISPOSAL. NOTICES UNDER A ROOF OR OTHER CONTAINED ENCLOSURE. PRODUCTS SHALL BE KEPT IN THEIR ORIGINAL MANUFACTURE'S STATING THESE PRACTICES SHALL BE POSTED IN THE ON SITE OFFICE TRAILER AND THE CONSTRUCTION MANAGER LABELED CONTAINERS. SUBSTANCES SHALL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE RESPONSIBLE FOR THE DAY TO DAY SITE OPERATIONS SHALL BE RESPONSIBLE FOR SEEING THAT THESE PROCEDURES MANUFACTURE. WHENEVER POSSIBLE, ALL OF THE PRODUCT SHALL BE USED BEFORE DISPOSING OF THE CONTAINER. ARE FOLLOWED. MANUFACTURE'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL SHALL BE FOLLOWED. THE SITE SUPERINTENDENT O SHALL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON SITE. HAZARDOUS WASTE - IF ENCOUNTERED, ALL WASTE MATERIALS SHALL BE DISPOSED OF IN THE MANNER SPECIFIED BY STATE AND/LOCAL REGULATIONS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE HAZARDOUS PRODUCTS mi FOLLOWED. THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS. PRODUCTS SHALL BE KEPT 0 IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE. ORIGINAL LABELS AND MATERIAL SAFETY DATA SHALL BE U SANITARY WASTE - ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS BY A LICENSED SANITARY WASTE RETAINED; THEY CONTAIN IMPORTANT PRODUCT INFORMATION. IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANAGEMENT CONTRACTOR AS REQUIRED BY STATE AND LOCAL CODES AND REGULATIONS. MANUFACTURE'S OR LOCAL AND STATE RECOMMENDED METHODS OF PROPER DISPOSAL SHALL BE FOLLOWED. z O (n OFF SITE VEHICLE TRACKING PETROLEUM PRODUCTS J W ALL ON SITE VEHICLES SHALL BE MONITORED FOR LEAKS AND RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE O U STABILIZED CONSTRUCTION ENTRANCES SHALL BE PROVIDED TO HELP REDUCE OFF SITE VEHICLE TRACKING OF SEDIMENTS. THE CHANCE OF LEAKAGE. PETROLEUM PRODUCTS SHALL BE STORED IN TIGHTLY SEALED CONTAINERS WHICH ARE ., O THE PAVED STREETS SHALL BE CLEANED AS NEEDED TO REMOVE ANY EXCESS MUD, DIRT OR ROCK TRACKED FROM THE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED ON SITE SHALL BE APPLIED ACCORDINGLY TO THE MANUFACTURER'S SITE. DUMP TRUCKS HAULING MATERIAL FROM THE SITE SHALL BE COVERED WITH A TARPAULIN AT ALL TIMES. RECOMMENDATIONS. J � FERTILIZERS FERTILIZERS USED SHALL BE APPLIED ONLY IN THE MINIMUM AMOUNT RECOMMENDED BY THE MANUFACTURER. ONCE o T uj APPLIED, FERTILIZER SHALL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE TO STORM WATER. STORAGE SHALL BE IN A i• Q COVERED SHED. THE CONTENTS OF ANY PARTIALLY USED BAGS OF FERTILIZER SHALL BE TRANSFERRED TO A SEALABLE a PLASTIC BIN TO AVOID SPILLS. '. PAINTS ALL CONTAINERS SHALL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. EXCESS PAINT SHALL NOT BE a DISCHARGED TO THE STORM SEWER SYSTEM BUT SHALL BE PROPERLY DISPOSED OF ACCORDING TO MANUFACTURES' > W INSTRUCTIONS OR STATE AND LOCAL REGULATIONS. CONCRETE TRUCKS: CONTRACTOR SHALL DESIGNATE AN AREA FOR N DISCHARGE OF SURPLUS CONCRETE OR DRUM WASH WATER AND SHALL INSTALL A CONTAINMENT BERM AROUND THIS T AREA TO PREVENT RUNOFF TO THE REMAINDER OF THE SITE. HARD DEBRIS SHALL BE DISPOSED OF BY CONTRACTOR i UPON COMPLETION OF THE PROJECT. W N S H E E T N O II __Ill II. '1:111-WL✓J II 1.1. II_It e: II I, LI,_ _. �---1-.I _ 1 1 -_ _ 'IL_N i----.--- a � cmn cmn ¢ m cq 0 N n O V W ICOMPACTED BACKFILL 1p' MAx C-C 1. SET THE STAKES UPSLOPE ALONG THE LINE OF STAKES WOVEN WIRE FENCE (MIN. 14-1/2 GAUGE, MAX. 6" MESH SPACING) 0 MAX. 54" MIN. FENCE POSTS, ,,/� // lo DRIVEN MIN. 12" INTO GROUND. 3. STAPLE FILTER MATERIAL BACKFILL AND COMPACT 4. TO STAKES AND EXTEND T IT INTO THE TRENCH. HE EXCAVATED SOIL. m - _ r,;;,v �_rti - - -, - -now - • IIIIII �%� Ilhl IN 11� p IIII�I��IIA��I' IIILij FILTER FABRIC OVER WIRE FENCE WOVEN WIRE FENCE MIN. 14 1/2 GAUGE, MAX. 6" MESH SPAC G) WITH FILTER CLOTH COVER POSTS: STEEL EITHER T OR U TYPE OR 2"x2" HARDWOOD FENCE: WOVEN WIRE, 14-1 /2 GA. 6" MAX. MESH OPENING o FILTER FABRIC: My 1. MIRAFI 14ON COMPACTED FINISH GRADE BACKFILL 2. DUPONT TYPAR 3341 FLOW 3. OR APPROVED EQUAL. EXTEND E FENCE/ MIN. OF 2 INTO TRENCH Z GROUNDRBED EMBEDDED FILTER FABRI \4YENC MIN. 8 INTO GROUND a\ CROSS-SECTION 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED. 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERI SHALL BE REMOVED WHEN SEDIMENT ACCUMULATES TO HALF THE HEIGHT OF THE SILT FENCE. SEDIMENTATION/SILT FENCE W/ WIRE SUPPORT N.T.S. TOP OF PROPOSED STORM PIPE Y I Y Z Q m I 1 Z 0 10 PROPOSED SWALE 0 I o 0 o o_ EXISTING SWALE EXISTING SWALE SILT BARRIER INSTALLED DOWNSTREAM OF PROP. INSTALLED DOWNSTREAM OF PROP. SWALE CONNECTION STORM PIPE EXIST. SWALE SILT BARRIER AT SILT BARRIER AT CONNECTION OF SWALE TO CONNECTION OF STORM PIPE EXISTING SWALE TO EXISTING SWALE N.T.S. N.T.S. IFILTER FABRIC GRA INLET FILTER FABRIC '°°°°°0. °°0o500°°o CONCRETE BLOCKS"' CONCRETE BLOCKS °�''^°° °°o° z RUNOFF ♦ 000 o ,../ FILTERED ° 000°0 °°000 WA R O ° m °° °° �o°o° � t0000 \.\ '•;,,• `0000 SEDIMENT FILTER INLET �0000° 0 0 °0°0 °°°° SECTION 1-0 .000.0 -Joogo 100o0 1. PLACE CONCRETE BLOCKS IN A SINGLE ROW AROUND PERIMETER OF 400o0 INLET ON THEIR SIDES, WITH ENDS OF ADJACENT BLOCKS ABUTTING. ",' 0 2. HEIGHT OF BARRIER VARIES. USE STACKS OF 4-INCH, 8-INCH, OR 12" BLOCKS. o° o a o00o o 00000o MIN. HEIGHT OF BARRIER 12" AND MAX. HEIGHT OF 24" >0 000000000000000° 3.PLACE FILTER FABRIC OVER VERTICAL FACE OF CONCRETE BLOCKS. SEDIMENT 4.THE SEDIMENT FLTER SHALL BE ANY NON -ERODIBLE MATERIAL SUCH AS LOOSE FILTER ROCK, BROKEN CONCRETE THAT WILL SLOW THE FLOW OF THE WATER AND ALLOW PLAN IT TO FILTER THROUGH AND OVER THE MATERIAL BEFORE ENTERING THE INLET. BLOCK AND AGGREGATE INLET SEDIMENT FILTER N.T.S. NOTES: 1. DROP INLET SEDIMENT BARRIERS ARE TO BE USED FOR SMALL, NEARLY LEVEL DRAINAGE AREAS. (LESS THAN 5%) 2. THE TOP OF THE FRAME (PONDING HEIGHT) MUST BE WELL BELOW THE GROUND ELEVATION DOWNSLOPE TO PREVENT RUNOFF FROM BYPASSING THE INLET. A TEMPORARY DIKE MAY BE NECESSARY ON THE DOWNSLOPE SIDE OF THE STRUCTURE. 4 SHEET FLOW INSTALLATION (PERSPECTIVE MEW) 3' MAX A FLOW B POINT 'A' SHALL BE ✓�� HIGHER THAN POINT 'B' DRAINAGEWAY INSTALLATION (FRONT ELEVATION) NOTE: INSTALL IN ACCORDANCE WITH SILT FENCE DETAIL, EXCEPT AS NOTED ABOVE. SEDIMENTATION/SILT FENCE WITHOUT WIRE SUPPORT N.T.S. STORI LARGI REMO TEMPORARY SEDIMENT N.T.S. FABRIC EXTENDS 1' M SILT FENCE INLET PROTECTION F4 64 N.T.S. SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPABILITY AND EASE OF MAINTENANCE ARE DESIRABLE. EXCAVATED INLET SEDIMENT TRAP N.T.S. E SUPPLY WHEELS H W 1.5 2.0 ORIGINAL 2.0 2.0 GROUND 1.0' 2.5 2.5 3.0 2.5 ELEVATION 3.5 3.0 44.0 3.0 67 CU. YD./ACRE 2:JIMH 5.0 4.5 AN if LET: \61 cu. Yo.// 4' RIPRAP EXCAVATLn� FILTER FABRIC ZGRAVEL!* GROUND ELEVATION SECTION A -A ** GRAVEL SHALL BE 2"-3" CLEAN STONE LOPE 2: A S RIPRAP 6 XGTH RAI(INNA EFEET) A A UAL DIVERSION DIKE • N.T.S. PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE / ROTATE BOTH POST AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL DIRECTION OF RUNOFF WATERS DRIVE BOTH POST ABOUT 10 INCHES INTO THE GROUND AND BURY FLAP ATTACHING TWO SILT FENCES DIVERSI❑N RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2/ O�AjER SECTI❑N A -A SPILLWAY PLAN ABRIC _jS, SILT FENCE, :'PROVED METHODS :ZE RUNOFF TO BASIN I 12' MIN NOTE, 1. THE ENTRANCE SHALL BE MAINTAINED IN A C❑NDITI❑N THAT WILL PREVENT TRACKING OR FL❑WING OF SEDIMENT ONTO PUBLIC RIGHTS-❑F-WAY. THIS MAY REQUIRE TOP DRESSING REPAIR AND/OR CLEAN❑UT OF ANY MEASURES USED TO TRAP SEDIMENT, 2, WHEN NECESSARY, WHEELS SHALL BE CLEANED PRI❑R TO ENTRANCE ONTO PUBLIC RIGHT-❑F-WAY. 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INT❑ AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN, TEMPORARY CONSTRUCTION ACCESS DETAIL N.T.S. I"11V /'1Vr L1V VlllVIYIYIGIV I/1G rRVVVVI `IIVJ IML-M IIVIV rGR IYI /11VVr/'1l�IVRGRJ Jr GV� S I LTSAC K N.T.S. P❑� HEI A� f-GRAVEL FILLED SANDBAGS PLAN VIEW N❑TESI SECTI❑N A -A 1. PLACE CURB TYPE SEDIMENT BARRIERS ON GENTLY SL❑PING STREET SEGMENTS WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNOFF 2, SANDBAGS OF EITHER BURLAP OR WOVEN GE❑TEXTILE FABRIC, ARE FILLED WITH GRAVEL, LAYERED AND PACKED TIGHTLY 3, LEAVE ONE SANDBAG GAP IN THE TOP ROW TO PR❑VIDE A SPILLWAY FOR OVERFLOW 4. INSPECT BARRIERS AND REMOVE SEDIMENT AS NECESSARY, SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY CURB INLET PROTECTION DETAIL N.T.S URB U) w U Q w ¢ w w z Z w O 0 a w cr U cn ¢ o w U cm cr ¢ r w 0 O z U w cn 03 0 N 0 - Q M " °2 "2 w N � � n N o Q 0 to co 0 ro0)COr-CDLnd'c)Nr OZ ¢W>-0-0zw J Lf) Ocr WZam w it O O cm Q°�ww�0-' C3 O N °�W�M aw w o Z �¢a_<00 0� ON O cr IL a �Q910 4 G� LL M a 2� s Lu 0 z IT 0 N. It � g0� 0 N w r3 o 0 0 cc CD CA N CL O " rn � 0000o J �0 ^CDU W co N ZZ- CD CL 2 w N cr ohm Z"p ZO O N CL C*7 GL l.L Q G� c'3 z 0cn z z O z cczF_� wzF-> zfr ��aC3_ 0 U) O z 0cn w z z w _j Ir > U U U w a W p N !� L v Cn M E- 0 J Q C MEMOIR Z o J OLL G J � N 0 Lu C.) � a � a Z >= W 3: N IL w N S H E E T N O SEWER LATERAL OR MAIN OUTSIDE EDGE ROTATE BEND AS REQUIRED TO BRING SERVICE ��EA 15' UTILITY � EASEMENT LINE / PIPE INTO ALIGNMENT WITH SERVICE BRANCH SERVICE WYE "--6" P.V.C. @ 0.67% MIN. SLOPE TEMP. PLUG W/ 6 BRANCH DOUBLE SERVICE C❑NNECTI❑N Q SEWER LATERAL OR MAIN ROTATE BEND AS REQUIRED TO BRING SERVICE PIPE INTO ALIGNMENT WITH SERVICE BRANCH 6" P.V.C. 0 0.67% MIN. SLOPE TEMP. SERVICE WYE PLUG W/ 6" BRANCH _ SINGLE SERVICE C❑NNECTI❑N o STREET (*) 2"x4" STAKE VARIES - SEE PLANS � PAINTED GREEN (TYP.) _ w a _1 tr cn -00 N � TEMP PLUG —T s' cn N c� A, A, 0 U 6" PVC ® 0.677. MIN. SLOPE UNDISTURBED SOIL SECTI❑N — SHALLOW C❑NNECTI❑N STREET (*) 2%4" STAKE VARIES - SEE PLANS PAINTED GREEN (TYP.) ...:.:.:...:.:.:.:.:.. N M a m 6" P.V.C. ® 0.67% MIN. SLOPE N TEMP. <° VARIES UNDISTURBED SOIL PLUG .::-- 4" MIN. CLASS "C" CONCRETE ENCASEMENT OVER ENTIRE LENGTH OF WYE BRANCH. POUR CONCRETE AGAINST UNDISTURBED SIDE OF TRENCH. NOTES: 1— SERVICE CONNECTION PAY ITEM INCLUDES ALL WYES, BENDS, PLUGS AND CONCRETE AS REQUIRED. 6" SERVICE LINE IS A SEPARATE PAY ITEM. 2— MARK SEWER SERVICE LOCATION ON CURB WITH GREEN PAINT. (*) 2"x4" GREEN STRIPE TO BE PAINTED ON CURB (IF APPLICABLE) 3— STAKE TO BE 2"X4" PRESSURE TREATED WOOD. SECTI❑N — DEEP C❑NNECTI❑N SANITARY SERVICE CONNECTIONS 6 MIN. CONCRETE ENCASEMENT ALL AROUND V.U. Vf-Nr"1ES CONCRETE ENCASEMENT N.T.S. N.T.S. 1'-0" PARKING BY DISABLED PERMIT ONLY 3/8" HOLES WITH HOLES DRILLED ON 1" CENTERS FULL LENGTH IN FULL LENGTH IN $250 FINE METAL POST. (MOUNT WITH F.S. 318.18 5/16" x 2 1/4" BOLTS, TOP AND BOTTOM OF SIGN) FA A W1 I CONCRETE FOOTING SIGN DETAIL N.T.S 3 1 /8" 5/8" 1 1/2" 1 1/4" METAL POST WT. OF BLANK POST SHALL BE 2-2 1/2"#/FT. SECTION A - A H/C SIGN PER FDOT INDEX 17355, FTP-20-06 & FTP-22-06 HANDICAP PARKING SIGN DETAIL NTS NORMAL 40'-0" WITH 4' WIDE SIDEWALK MAXIMUM 50'-0" WITH 5' OR WIDER SIDEWALK _ e ' - a - a a - 4. <� - -- - .. - a.ad - d EXPANSION JOINT 1 /2" EXPANSION JOINT FULL DEPTH W STRUCK JOINT 6' MAX BROOM FINISH 1/4" — D/V1l e a .d < e d e Z_ d 4 e _ - e < d - .< d. ° V as - . .e .d'. a .a . 4- - d STRUCK JOINT NOTES: 1. SIDEWALK EXPANSION JOINTS TO BE AT ALL TIES TO CONCRETE OTHER THAN DRIVEWAYS. MAXIMUM SPACING SHALL BE 50'. 2. EXPANSION JOINT MATERIAL SHALL BE ASPHALT FIBER IMPREGNATED PRE FORMED JOINT FILLER, TO FILL DEPTH OF CONCRETE. 3. 3,000 PSI CONCRETE TYPICAL SIDEWALK NTS H/C SIGN PER FDOT INDEX 13355 H/C STRIPING PER FDOT INDEX 17346 6" WHITE 2" T 2" 12' USF 7610 HANDHOLE RING & COVER CONCRETE PAD BUILDERS FELT \ / 16" SQ X 4" THICK IN UNPAVED AREAS 45° WYE WHITE j STOPPER AS RECOMMENDED BY THE PIPE MANUFACTURER ut CLEANOUT NTS 5' HANDICAP PARKING PAVEMENT MARKING NTS PRECAST CONCRETE WHEEL STOP NORMAL ASPHALT 1.5" BASE 9" SUB -GRADE 6" NTS ASPHALT 24" 1011 1 '-2" 3/4"R e D ',D R z°D.p SLOPE TO FIT � .- T DRIVEWAY P SURFACE ° ° co . e e FOR MORE NOTES AND DETAILS SEE FDOT INDEX NO.300 DROP CURB NTS USE TYPE III CRUSHED CONCRETE, LBR-100, PER FDOT STANDARD SPEC 204-2.2, COMPACTED TO 100% OF AASHTO T-180 LBR-20, COMPACTED TO 98% AASHTO T-180 TYPICAL ASPHALT PAVEMENT SECTION NTS 3/4"R T TYPE II D,, CURB PAVEMENT SURFACE co ca Id � 0) I >- w w U w U Ir w W� a z Z w O o a w U cr U Lo > a- CD ircc w z O U U w v) G ��2�2w N n N O Q o co co 0 W co I- (o Ln C7 N r rtw>_w_ozw Lo Q Q J Z>-oQ�n &0 C7 oc7mwzaw cc N r QmwwgOm 0 it O N �Z)PDw0c cr ¢ W .. coOO 0 O z w o o G m O N W¢a- 0 0Otr ON HO a cc: 0 G w ffl � � v o ¢7 0 z z cno� p Od PR0� 0 N W ¢ 0 CD m 0 Lo ¢ _ N O W CD Ir co co O coU J m N r- IL = w N tr c> cc) z v p ZO O N d m� tL ¢ c� cs z c� cn zzOzcu E Ezl-r wz¢> _Z .w is ¢ 0 IL CD O z z w z z J J � H U U U- i' a W p N !� L v M F- O J Q Z O O i v, J cn G J H U � � � a '• W = N a w N S H E E T 8 0 n W The construction f all dumpster enclosureshall comply with the following minimum t r : Revised 7/30/0-4 0 no boom with — ,w.x a. — _— — '. —..— eaawxw. rrr. air»-r — ' ®"#5 - Ti3 uous 12' -owing. * .. f—_-- _ 6. dtaw St bollj r € s canFilled typ ` A Vj drop pin C1 yp- 4BW 12' mok dearanoe mien. son r-rade PIN 4 awling get# (typ) J * . mner"ete with Min. . s ._.. � " at � concrete 1c tirrg r mew foaing - m ofth� lomin jr thl ,�{ r vrsir t S-XV/ 10x10 W.W.F. drop pin hole CITY OF ZEP"TRHILLS, PILORMA P BM wrOiar S Ate& 1 NISTRATION t Or 3 Page NOTES: 1) WALLS CONCRETE MASONRY WALL CONSTIRUMON New coqstructiow maximum 6' W high and constructed of concrete block (VxVx16"). Materials used should be Materials, construction and quality control of masonry shall be in accotda nee r sistent with: thane used in the construction of and with applicable Florida Building O de { Local Cade Min [mum Staridard . architectural style of the principal building. All reinforcing steel shall bedftrmed bars coriforming to AST -b l e .) FOOTINGS Grade 60. Vertical reinfiarmment: shall be placed in the center of the masonry 8'X1 " concrete w / 2 - # continuous rebar embedded. cel:, and shall be held in position at the top, and bottom. 1) CONCRETE LAB 2. if a slab dowel does not lure -up with a vertical care, it smell not be sloped Monolithic, ruin. 6"thickness w/ imbedded 6"xVI loxio welded more than one horizontal in six verticals (1:6). moire fabric iN.VVkB«F,), 3000 p.s,i. with fiber mesh reinforcing, 3. Horizontal wall reinforcement shall be standard ass type DUR-0-doll (or .) CONCRETE FILLED CELLS {iuivalent) at 16" o.c. With 1- #5 vertical reber tie4 to fate« steel of each corner- and every 4' Cax. 4. Hallow Load - bearing Co cr to Masonry Units shall be normal weight conforming to AS C-90, with a minimum compressive strength of 1,900 p.s.i. ,) GAU Constructed of ruin. 1-1/ " diameter galvanized tubular steel S, Mortar shall be type M or S, in acoordance with ASTM - 70. Place all w/priv y- ype slats inserted in galvanized steel mesh fabric, masonry in running bond with 3/8" rnortar Joints«. Provide complete coverage hinge -mounted on rain. 3" dilameter galvanized steel post face shelf mar bedding, horizontal arid. vertical, (Gates and post corrslr cted and installed (lam° applicable building die' J licensed fence constructor). 6. Coarse grout ill conform to ASTM C-476, with a maximum aggregate size of 3/8", 8" to 10" slump, and a minimum compressive strength of 2,500 p.s.i. at .y DROP PIN 28 days. r/a" did... 1" long metal rod gad latch. Provide " did. hold "" into ncr� for rods. In asphalt provide a e" p v.c. 7. Mlriirrrum " x "clean -fit h�rlr ( v~Arm�) r required at the �oiirse sleeve, 6" long, or equal. of all Bells tQ verify grout placoment, Clean-outa sball l smiled after masonry inspWion ® provided in aQwrdance with Aa, $31-4.61 and before grog, 7J SOIL Soil bearing capacity to be at least 2,500 p.. , 8. Prior to grouting, the grout space shall be clean, with no mortar r projections greater than 112", mortar droppings or tither foreign material. All Cells shall be in 8.) BOLLARD vertical alignment, and shall solidly be filled with parse grout as specified,. 3'-6" high, 6"diameter steel pipe bollard with emcrete, painted tip yellow, imbedded 3'-011r deep in 18'' concrete 9. During placing, grout shall be consolidated worth flexible cable vibrator. First foundation. (See O ati) grout pour shall be stopped a minimum of 1-1/2"below the top of the middle band lam marry. Page of Page 13 �I TI U m W U Q W W H Z Z W O o IL W U w Cr U 0 w co W CD EnQ p O Z U W �n Z cn Cl) NO d i0ji W0�Q Ir1�10��l� " NIr1 o 1 MW>_W_0ZW J Lo <O ON cc N9C7mw <0crFW iLLJ zO> �P W_ 3 L ) NWFILp O O Cr Cr 0 S H E E T N 0 0 N W Q H (n O p cc:O Q 9 O N 0 Lj_ W � OD 0 J 3:CL cc cc: r-�.0 J m N r = W N O M I Z^ p ZO O N d C*7 d L.L Q �0ZCD zzOz� �zI� W_Z�� Z J 0 Z) C 3 IL a W O W Z Z J J M U 0 U U Cr CC. Cr Q IL r N W O N u O Cf) M H 0 J Q 0 J Z 0 W O LL o G J W 0 1— U) u CL a>M � � W N a w N 09 N I— n 0 L) m 4 SWEET POTATOE VINE I4 TRAILING LANTANA r3 AFRICAN IRIS PENTAS r2 GIANT LIRIOPE o/❑o�O El ��o 0 0 0 0 0 0 0 TYPICAL PLANTER s I V wr PLANTER PLANT LIST,' LEG N: QTY BOTANICAL/COMMON NAME SIZE D'X ul 39 DIETES IRIDIOIDES/AFRICAN IRIS 1 GAL. FULL, WHITE 78 PENTAS LANCEOLATA/PENTAS 4.5" POT FULL, WHITE & PINK 52 IPOMOEA BATATAS/SWEET POTATOE VINE 4.5" POT FULL, GREEN & PURPLE 26 LIRIOPE'EVERGREEN GIANT'/LIRIOPE 1 GAL. FULL 3 52 LANTANA MONTEVIDENSIS/TRAILING LANTANA 1 GAL. FULL WHITE & PURPLE NOTE: CONTRACTOR TO PROVIDE ADEQUATE DRAINAGE FOR PLANTERS, GOOD QUALITY PLANTING SOIL AND ENSURE A MEANS OF IRRIGATION. PLANT LIST SYM. QTY. BOTANICAL/COMMON NAME SIZE QV 8 QUERCUS VIRGINIANA/LIVE OAK 3" CAL. 10' HT X 4' SPD. SP 6 SABAL PALMETTO 10' C.T. HT. UA 13 ULMUS ALATA/WINGED ELM 3" CAL. 10' HT. X 4' SPD. RI 95 RAPHIOLEPIS INDICA/INDIAN HAWTHORN 3 GAL. 18" X 18" VS 156 VIBURNUM SANDAKWA /SANDAKWA VIBURNUM 3 GAL. 18" X 18" PM 69 PODOCARPUS MACROPHYLLUS/PODOCARPUS 3 GAL. 30" X 18" LEG 865 LIRIOPE'EVERGREEN GIANT'/LIRIOPE 1 GAL. FULL LV 44 LIRIOPE VARIEGATEDNARIEGATED LIRIOPE 1 GAL. FULL SOD TBD ARGENTINE BAHIA VEHICULAR USE AREA CALCULATIONS VEHICULAR USE AREA = 26,624 S.F. REQUIRED INTERIOR GREEN AREA (26,023 X 10%) = 2,602 S.F. INTERIOR GREEN AREA PROVIDED = 2,715 S.F. INTERIOR TREES REQUIRED (2,602/200) = 13 INTERIOR TREES PROVIDED = 13 EXISTIG BUFFER TO REMAIN a I I II I i I m v � v m I��It��V��'��►�/ll��ie�41V��i�11��1�1��i+♦�►�iO��t�� . IM I ' 'll I III P'11I III JII III 0' 20' 40' I III III III SCALE: 1 " = 20' n Atli,' � ® L .I RI , I I 15 /V5\ III RI 2 7/ ��1y _.. r. 15 UA it (If II i 5P LV 6 V5 III II 44 14 +++ + III III f + + III III +.+. F.+ 1 III III law v �.� UA LEG U 117 I I LEG 2 I + — 71 I + Z III so + / �\ LL— SIGHTED STORE SIG\ S 89'59' (' 194.-"0'(p&.=) --- -- — _ 0 i:ONC: RF-F C HRB ING-1 > — — — — — — — — — — — — — — — — — — — — — — — — n x EXISTIG BUFFER < of TO REMAIN i of PROVIDE TREE BARRICADES V5 AS NECESSARY T RA � ,; D� TO PROTECT EXISTING a I F TREES. j I I I I �I I I I I I _EG ?2t UA 3 a: m co W cr W In fr w a z Z W m O o a L)L CC Cr o W U) W I t cr z O LL U U W U) N0 ¢ r2 N c0 c2 W � n O N (O O CO Q rOcn00I(Oo d c9Nr ww>_cn_ozw J O oC7CD Wza Q aE LLj CIr C7 CC N O T N o�LnwoV) W E- U o z (LDU- 2 z ¢ .. 00 0) CV (D crIL 0 O N Lu F O L) a a a a 0 T O Z � J wm a U 0 N wQ F- (j) fr Qo mN o� C6�� rho coU �cc m N�a cn LLC'j = U=m U oZ >< jz- < > O N n. M a LL Q 00ZUcn zzoz� wZaw Z J 0 Z> ao� CD o ccl) O Luz Z J J cr_ H U U_ Q i' a W p N L w M H 0 J Q a Z z occ g O i a 2 v� a C J a U 0 3: Cn C� Z >m W N a w N S H E CATHERINE J. MORAHAN E FLA. LIC. NO. LA0001 559 T DRAWING 15 NOT VALID WITHOUT AN EME3055ED 5E4 WITH AN ORIGINAL N 51GNATURE 5Y THE LAND5CAFE ARCHITECT OF RECORD 01 W z a z J a w U) w 2 a } m m = m cn cn cr U) w U 2 w U c¢ w SPACING �AS SHOWN w � ON PLANS w w ZO FINISHED GRADE d O MARK BOOKER a F_ IL LOOSEN ROOTS IF THEY D Q U HAVE BECOME KOOTBOUND o > a) IN CONTAINER m � o 3" MULCH o 3" EARTH SAUCER FINISHED GRADE o w cn 3" MULCH a mTr GROUNDCOVER PLANT SOIL PLANTING MIXTURE 6" c,, w N r r � N O Q BACKFILL 2-PLY REINFORCED tD w G RO U N DCOVER RUBBER HOSE 2-PLY REINFORCED rc°)ODr�co�nvchcjr- O PLANTING DETAIL TYPICAL 5MRUB RUBBER HOSE ¢w>—cn—Ozw JUTE OK OTHER J � PLANTING DETAIL 2" X 2" BIODEGRADABLE TWINE o m W Z°^ o N DO NOT APPLY MULCH FROM WOOD STAKE ¢ p¢ w o o m Q O N THE INNER HALF OF THE ROOT BALL TO THE TRUNK DO NOT APPLY MULCH FROM FLAGGING TAPE � � < `�-� w °"'' a W 0 N O Q w U- co m 0- k� THE INNER HALF OF THE ROOT JUTE OR OTHER 3" MIN. SAUCER Z ° Q Q > a CV w N BALL TO THE TRUNK BIODEGRADABLE TWINE 3" MULCH n ¢ IL O iz a o p 8' 3" MULCH 3" MULCH - m FINISH GRADE •�: i'-"`' '.�'-�•te: ti'i ,.r�_}��•r•" '::5.'�s�.`'S•s �;r 2k '� i'�'... >:.::-. 1. •:.:.-� �� I I Z =II , II ( �.'_.� y:ti;�`,,_. Iy= s- .:. 2" X 2" X 24" WOODEN = FINISH �.<<'=.�}:="` I :r -. :.'sew I I� I I I� I I� 11= STAKE OR METAL 4 O :--? - REMOVE BURLAP GRADE - :; �;,•:;.. •=-:� SOD 3" MULCH OVER =II ^`''• I I FINISH . �•� :'��'s. BURIDEDA DRIVENOR O PLANTING AREA => - 3" EARTH BERM GRADE '' FROM TOP I /2 OF I� =I -* III 3" EARTH BERM KOOTBALL z r.- INTO GROUND LOOSEN TOP 112 OF __ ='• ' t; . = -i' Gil `�j'i•`cc •'ice- ...aat:.a:i` y.Y}:•aric�'7. R'i - BURLAP * REMOVE TOP - _' .• >;,�'�``;� r_: z •^k -'r BACKFILL — BACKFILL W O 1 /3 OF ROOTBALL SUPPORT PLANTING AREA 112 D D � TREE STAKING DETAIL x 2D m IIII Q BAC KFILL 3 4 NOTE: USE DETAIL 1/2 D D MULTI TRUNK TREE PLANTING DETAIL ON THE SHRUB BEDS NOTE: STAKE TREES ONLY AS NEEDED NEXT TO GRASSED AREAS NOTE: PLANT TREE SLIGHTLY NOTE: STAKE TREES ONLY AS NEEDED w ABOVE ORIGINAL GRADE TO LAWN/PLANTING AREA ALLOW FOR SETTLEMENT. cn WATER TREE IMMEDIATELY o ono CID EDGE DETAIL AFTER PLANTING. rn N TREE PIT DETAIL IL J W o r- co o J m N ♦Z (/� _ I Er = a u r O = W N � U r) Z C3 z J06 co O o eMQ mot• SQ> O N � G*J � 11 Q C3 0 Z 0 zzOz� Wzaw z�0� CLcn o Zo2, wZz J J Q > 6 U U cc Q F- F- a. W p 2"x4" HARDWOOD BRACE N L 2"x4"x3" HARDWOOD STAKE CLEATS BANDED TO TRUNK OVER BURLAP WRAPPING ROOTBALL TREEPIT 3" EARTH BERM SAUCER M o REMOVE FRONDS (n � fJ 5 LAYERS OF BURLAP {WRAP AT Z O POINT OF SUPPORT) (4) 2 x 4 WOOD CLEATS (BAND TO U.Q TREES) � •+ (4) 2 x 4 WOOD BRACES NAIL TO cn uj CLEATS; SPACED 90' APART * j a SECURELY FASTENED TO 2"x4"x3G" 1 /3 HEIGHT 31, MULCH WOOD STAKES DRIVEN INTO OF TRUNK TO GROUND 0 3: C.) BRACE FINISHED GRADE _ z - • • 3" EARTH SAUCER CONTINUOUS a 2"x4"x3G" WOOD - AROUND PLANTING PIT > W STAKE (3) -• -: � N I I I I I BAC KFILL EXIST 501L ROOT BALL a W PALM TREE PLANTING DETAIL N S H E CATHERINE J. MOPAHAN E FLA. LIC. NO. LA0001 559 T DRAWING IS NOT VALID WITHOUT AN EMBOSSED SEAL WITH AN ORIGINAL N SIGNATURE BY THE LANDSCAPE ARCHITECT OF RECORD ol 11 _1 11 II 11 g _ 1. 1 .. ,. 1191 H'I;La' I El_jLJI '_ __1_ Ll I I _L ?LII "III M 0 N x c� n 0 W PART 1.0 GENERAL DESCRIPTION OF WORK AWARDED BIDDER SHALL PROVIDE AND INSTALL TREE5, SHRUBS AND 50D IN ACCORDANCE WITH THE LANDSCAPE PLAN AND SPECIFICATIONS. 1.2 DEFINITIONS A. "FINAL ACCEPTANCE' SHALL MEAN THAT POINT IN TIME WHEN ALL REQUIREMENTS OF PROJECT DRAWINGS ARE COMPLETED, INCLUDING ANY PUNCH -LIST ITEMS, TO THE SATISFACTION OF THE CUSTOMER. THE AWARDED BIDDER SHALL BE NOTIFIED OF FINAL ACCEPTANCE BY THE CUSTOMER OR THEIR REPRESENTATIVE. B. "MAINTENANCE PERIOD" OR "WARRANTY PERIOD" SHALL BEGIN WHEN PLANT MATERIAL 15 INSTALLED AND CONTINUE FOR A TWELVE ( 12) MONTH PERIOD AFTER NOTIFICATION OF FINAL ACCEPTANCE. C. "FINAL MAINTENANCE INSPECTION" SHALL OCCUR AT THE END OF THE TWELVE ( 12) MONTH MAINTENANCE PERIOD. D. "NURSERY -GROWN" SHALL MEAN GROWN IN THE NURSERY FROM LINERS OR COLLECTED AND THEN GROWN IN A NURSERY NOT LE55 THAN 2 YEARS. E. "HEALTHY, VIGOROUS CONDITION" SHALL MEAN LIVE FOLIAGE OUT TO THE TIPS OF ALL BRANCHES AND STEMS, AND A TRUNK CALIPER THAT 15 BIGGER, 12 MONTHS AFTER PLANTING, THAN AT PLANTING. HEALTHY, VIGOROUS PALMS HAVE NEW FRONDS DEVELOPING WITH NO NECROSIS OR CHLOR0515 AND ARE GREEN IN COLOR. 5HRUB5 SHALL HAVE LIVE FOLIAGE OUT TO THE TIPS OF ALL BRANCHES. 1.3 QUALITY ASSURANCE A. THE INSTALLATION SHALL BE BY A SINGLE FIRM SPECIALIZING IN LANDSCAPE HORTICULTURE. ALL LANDSCAPE MATERIAL SHALL BE PROVIDED BY THE AWARDED BIDDER, AS SPECIFIED ON THE PLANS. B. PLANT NAMES INDICATED SHALL COMPLY WITH "STANDARDIZED PLANT NAMES" AS ADOPTED BY THE LATEST EDITION OF THE AMERICAN JOINT COMMITTEE OF HORTICULTURAL NOMENCLATURE. NAMES OF VARIETIES NOT LISTED THERE SHALL CONFORM GENERALLY WITH NAME ACCEPTED BY THE NURSERY TRADE. STOCK PROVIDED SHALL BE TRUE TO ITS BOTANICAL NAME AND LEGIBLY TAGGED. C. AWARDED BIDDER SHALL PROVIDE PHOTOGRAPHS OF PLANT MATERIAL PRIOR TO INSTALLATION. D. PLANT SELECTION SHALL COMPLY WITH 51ZING AND GRADING STANDARDS OF THE LATEST EDITION OF FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. ALL PLANT MATERIAL SHALL BE "FLORIDA FANCY" OK "FLORIDA # I " E. SUBSTITUTIONS SHALL NOT BE ACCEPTED AND WILL CONSTITUTE AN UNRESPONSIVE BID. F. TREES, 5HRUB5 AND GKOUNDCOVEK5: PROVIDE TREE5, 5HRUB5 AND GROUNDCOVER5 OF QUANTITY, SIZE, GENUS, SPECIES AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF THE LOCAL GOVERNMENT. PROVIDE HEALTHY, VIGOROUS STOCK, GROWN IN A RECOGNIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EGGS, LARVAE AND DEFECTS SUCH AS KNOTS, 5UN-5CALD, INJURIES, ABRASIONS, OR DISFIGUREMENT. G. THE CUSTOMER OR THEIR REPRESENTATIVE SHALL INSPECT FOR QUALITY ASSURANCE AND APPROVE PLANT MATERIAL AT EITHER THE NURSERY OR PROJECT LOCATION, PRIOR TO INSTALLATION. H. LOCAL GOVERNMENT RESERVES THE RIGHT TO REJECT ANY AND ALL PLANT MATERIAL. 1.4 SUBMITTALS A. AWARDED BIDDER MUST SUBMIT CERTIFICATES OF INSPECTION, ANALYSES FOR 501L AMENDMENTS, AND LABELS FOR HERBICIDES, INSECTICIDES AND FERTILIZER MATERIALS. B. AWARDED BIDDER MUST SUBMIT THE FOLLOWING MATERIAL SAMPLES: 1. MULCH 2. TOP501L 3. PRE -EMERGENT HERBICIDE 4. FERTILIZER 5. PHOTOGRAPHS OF TYPICAL PLANT MATERIAL 1.5 JOB CONDITIONS A. THE CUSTOMER OR THEIR REPRESENTATIVE WILL PROVIDE "NOTICE TO PROCEED" TO THE AWARDED BIDDER. B. AWARDED BIDDER 15 RESPONSIBLE FOR PROTECTING UTILITIES, PAVING, AND OTHER FACILITIES FROM DAMAGE DURING LANDSCAPE INSTALLATION. AWARDED BIDDER MUST NOTIFY "CALL SUNSHINE' (800-G38-4097) 46 HOURS PRIOR TO BEGINNING WORK. C. AWARDED BIDDER MUST PROTECT PLANT MATERIAL FROM DESICCATION DURING TRANSPORT AND INSTALLATION PERIOD. IN M05T INSTANCES, THIS MEANS DAILY IRRIGATION. D. AWARDED BIDDER MUST FAMILIARIZE THEMSELVES WITH EXISTING PROJECT CONDITIONS, E.G., UTILITIES, 501L STRATA, DRAINAGE, AND 51GHTLINE5, PRIOR TO INSTALLATION. CONFLICT5 SHOULD BE ADDRESSED WITH THE CUSTOMER OR THEIR REPRESENTATIVE. E. WORK ALONG CITY, COUNTY, OR STATE RIGHT-OF-WAY MUST COMPLY WITH THE APPROPRIATE REGULATING AUTHORITY'S GUIDELINES FOR "TRAFFIC CONTROLS FOR CONSTRUCTION AND MAINTENANCE OPERATION5". AWARDED BIDDER SHALL BE RESPONSIBLE TO FILE AND OBTAIN ANY AND ALL REQUIRED AGENCY PERMITS. F. AWARDED BIDDER MUST PROVIDE TREE PROTECTION WITHIN THE SCOPE OF WORK. REFER TO LOCAL GOVERNMENT TREE ORDINANCE FOR SPECIFIC REQUIREMENTS. PART 2.0 SHIPPING * HANDLING 2.1 TRANSPORTATION A. TREE ROOT BALLS SHALL BE IRRIGATED JUST PRIOR TO SHIPPING. TREES SHALL BE SECURED IN THE TRUCK 50 AS NOT TO ROLL. DO NOT ALLOW CLOSED TRUCKS TO REMAIN STANDING IN THE SUN IN HOT WEATHER UNLESS THEY ARE AIR-CONDITIONED. Bf-B TREES SHALL HAVE THEIR ROOT BALLS 5HRINK-WRAPPED PRIOR TO TRANSPORTING THEM FROM THE NURSERY. TREE5 AND 5HRUB5 SHALL BE SHIPPED TO THE SITE IN ENCLOSED VANS OR COVERED WITH WOVEN SHADE TARP. B. DELIVER 50D WITHIN 24 HOURS OF BEING HARVESTED. DO NOT DELIVER MORE 50D THAN CAN BE LAID WITHIN A 24 HOUR PERIOD. 2.2 UNLOADING AND HANDLING TREES WILL BE REJECTED IF THEY ARE DROPPED TO THE GROUND SUDDENLY. CONTAINER GROWN AND BOXED TREES SHALL BE LIFTED WITH A FORKLIFT UNDER THE CONTAINER OR CARRIED BY HAND BY THE LIP OF THE CONTAINER. TREES MAY BE LIFTED BY WIRE LOOPS INSIDE THE CONTAINER. TREES MAY NOT BE LIFTED BY THE TRUNK. BALLED AND BURLAPPED TREES SHALL BE HANDLED BY THE ROOT BALL IN A MANNER THAT DOES NOT DEFORM THE SHAPE OF THE ROOT BALL. TREES SHALL NOT BE HANDLED BY THE TRUNK. 2.3 HOLDING TREES AND 5HRUB5 AT THE PLANTING SITE IRRIGATE TREES AND SHRUBS AS SOON AS THEY ARRIVE AT THE PLANTING SITE. AFTER PLANT MATERIAL 15 UNLOADED FROM THE TRUCK, IT SHALL BE STOOD AND STORED IN THE ERECT POSITION AND IRRIGATED TWICE DAILY WITH 5 GALLONS PER INCH TRUNK DIAMETER OR I GALLON FOR EVERY 3 GALLONS OF CONTAINER UNTIL PLANTED. SHRINK WRAPPED BBB TREES AND PLANTS IN PLASTIC CONTAINERS SHALL BE STORED IN THE SHADE. PART 3.0 MATERIALS 3.1 PLANT MATERIALS TREE5 A. NURSERY STOCK SHALL MEET THE MINIMUM DIMENSIONS FOR HEIGHT, SPREAD, CALIPER AND ROOT BALL AS DESCRIBED ON THE LANDSCAPE PLAN. ON LARGE MATURING AND MEDIUM MATURING SHADE TREES, THE TIP OF THE DOMINANT LEADER SHALL BE THE TALLEST PART OF THE TREE. TREES WITH LEADERS TOPPED OR HEADED WITHIN THE LAST YEAR SHALL BE REJECTED. B. CALIPER MEASUREMENT SHALL BE TAKEN SIX (G) INCHES ABOVE GRADE IF FOUR (4) INCHES OR LE55. TREES GREATER THAN FOUR (4) INCHES IN CALIPER SHALL BE MEASURED AT TWELVE (1 2) INCHES ABOVE GRADE. C. FIELD -GROWN TREES AND PALMS SHALL BE NURSERY -GROWN AND HARDENED OFF (PRE -DUG) FOR A MINIMUM OF 51X (G) WEEKS PRIOR TO DELIVERY TO JOB SITE. CONTAINER GROWN TREES SHALL BE NURSERY -GROWN. D. TREES MUST BE HEALTHY, VIGOROUS AND FULL WITH GOOD BRANCH DISTRIBUTION. TREES WITH BARK INCLUDED WITHIN MAJOR BRANCH UNIONS WILL NOT BE ACCEPTED. E. ROOT BALLS OF FIELD -GROWN TREES MUST BE INTACT AND PROTECTED FROM DESICCATION WITH BLACK PLASTIC WRAP. CONTAINER TREES MUST HAVE THE CONTAINER ON THE ROOT BALL OR THE ROOT BALL MUST BE APPROPRIATELY PROTECTED FROM DESICCATION. TREES WITH ROOT BALLS THAT HAVE BOUND OR GIRDLED ROOTS SHALL BE REJECTED. THREES WITH SYNTHETIC BURLAP WILL NOT BE ACCEPTED. F. THE TIP OF THE FIRST MAJOR ROOT ORIGINATING FROM THE TRUNK MUST BE WITHIN ONE INCH OF THE TIP OF THE ROOT BALL. IF THE FIRST ROOT 15 DEEPER THAN THIS, THE TREE WILL BE REJECTED. G. CONTAINER TREES SHOULD HAVE FEW, IF ANY, KOOT5 ON THE OUT5IDE SURFACE OF THE MEDIA. H. TREES MUST HAVE GREEN, LIVE FOLIAGE. SHOCKED PLANTS (I.E. THOSE WITH DEAD OR DYING LEAVES) WILL BE REJECTED. SHRUBS A. PROVIDE 5HRUB5 AT THE MINIMUM HEIGHT AND SPREAD L15TED ON THE LANDSCAPE PLAN. ALL 5HRUB5 MUST BE HEALTHY AND VIGOROUS WITH GOOD BRANCH DISTRIBUTION. B. CONTAINER GROWN SHRUBS SHALL HAVE NO CIRCLING ROOTS AND FEW, IF ANY ROOTS ON THE OUTSIDE SURFACE OF THE MEDIA. C. SHRUBS MUST HAVE GREEN, LIVE FOLIAGE. SHOCKED PLANTS (I.E. THOSE WITH DEAD OR DYING LEAVES) WILL BE REJECTED. GROUND COVER A. PROVIDE PLANTS ESTABLISHED AND WELL ROOTED IN CONTAINERS TO THE MINIMUM HEIGHT AND SPREAD L15TED ON THE LANDSCAPE PLAN. A. PROVIDED STRONGLY ROOTED 50D, NOT LESS THAN 2 YEARS OLD, FREE OF WEEDS AND UNDESIRABLE NATIVE GRASSES HAVING BEEN CUT TO A MOWING HEIGHT OF ONE (1) INCH OR LESS PRIOR TO LIFTING FROM THE FIELD, AND MACHINE CUT TO PAD THICKNESS OF 3/4 INCH, EXCLUDING TOP GROWTH AND THATCH. PROVIDE SOD ONLY CAPABLE OF VIGOROUS GROWTH AND DEVELOPMENT WHEN PLANTED (VIABLE, NOT DORMANT). IT SHALL BE NURSERY GROWN AND PLANTED IN LOCATIONS AS DELINEATED ON THE LANDSCAPE PLANS. B. PROVIDE 50D OF UNIFORM PAD SIZES WITH MAXIMUM 5% DEVIATION IN EITHER LENGTH OR WIDTH. BROKEN PADS OR PADS WITH UNEVEN ENDS WILL NOT BE ACCEPTED. 50D PADS INCAPABLE OF SUPPORTING THEIR OWN WEIGHT WHEN SUSPENDED VERTICALLY WITH A FIRM GRASP ON UPPER 1 0% OF PAD WILL BE REJECTED. 3.2 ACCESSORY MATERIALS A. REFER TO THE DRAWINGS AND OTHER PARTS OF SPECIFICATIONS FOR ACCESSORIES SPECIFICALLY USED ON THIS PROJECT. B. BACKFILL 501L SHALL MATCH TEXTURAL CONDITION OF EXISTING SOIL. NO 501L AMENDMENTS ARE NECESSARY. 501L IN 51DEWALK CUT OUTS, PARKING LOT ISLANDS, AND OTHER SMALL SPACES TO BE REPLACED WITH NATIVE TOPSOIL TO IMPROVE CONDITIONS. ALL CONSTRUCTION DEBRIS, ROCKS, STICKS, LIMEKOCK, SHELL, ECT. ARE TO BE REMOVED FROM THE ENTIRE PLANTING AREA. C. FERTILIZER SHALL BE COMPLETE WITH APPROXIMATELY THE FOLLOWING RATIO: 3N- I P-3K (+MG FOR PALMS ONLY) D. MULCH SHALL BE DERIVED FROM AN EXOTIC INVADER TREE SPECIES, E.G. MELALEUCA, AND SHALL BE CLEAN AND FREE FROM WEEDS AND OTHER DEBRI5. ALTERNATIVE PRODUCTS, E.G., EUCALYPTUS OR PINE BARK OR STRAW MAY BE CONSIDERED. BALD CYPRESS MULCH WILL NOT BE ACCEPTED. E. PRE -EMERGENT HERBICIDE: APPLY GRANULAR CHIPCO "RON5TAR' OK APPROVED EQUAL AT LABEL RATE. F. TREES SHALL BE SECURED U51NG THREE-QUARTER (3/4) INCH ELASTIC GUYS (3). G. PALMS SHALL BE BRACED AS SHOWN. NO NAILS, SCREWS OR OTHER SECURING DEVICES MAY BE DRIVEN INTO THE TRUNK. PART 4.0 EXECUTION 4.1 GENERAL A. AWARDED BIDDER SHALL PROVIDE AND INSTALL ALL TREES, PALMS, SHRUBS AND GKOUNDCOVER5 IN THE QUANTITIES AND DIMENSIONS INDICATED ON THE LANDSCAPE PLAN. B. COMMENCEMENT OF WORK: WORK UNDER THIS AWARDED BID SHALL BE COMPLETED IN AN ORDERLY, BUSINESS -LIKE FASHION. ONCE WORK HAS BEGUN, IT SHALL CONTINUE ON CONSECUTIVE WORKING DAYS UNTIL IT HAS BEEN COMPLETED. SUNDAYS, SATURDAYS, HOLIDAYS AND STOPPAGES DUE TO INCLEMENT WEATHER DELAYS OR CAUSED BY THE CUSTOMER SHALL BE EXCLUDED. 4.2 I N STALLAT I O N TREES, PALMS AND SHRUBS A. ALL LANDSCAPE MATERIAL 15 TO BE PLANTED IN ACCORDANCE TO THE LANDSCAPE PLAN AND ATTENDANT EXHIBITS. GOOD HORTICULTURAL PRACTICES MUST BE OBSERVED. B. TREES AND PALMS ARE TO BE PLANTED OUT OF THE RIGHT-OF-WAY (ROW) AT A MINIMUM OF FOUR (4) FEET FROM BACK OF CURB AT LOCATIONS IDENTIFIED ON THE LANDSCAPE PLAN. ALL 5HRUB5 ARE TO BE A MINIMUM OF TWO AND ONE HALF (2.5) FEET FROM BACK OF CURB AS SHOWN ON LANDSCAPE PLAN. AWARDED BIDDER SHALL STAKE AND/OR PAINT PLANTING LOCATIONS IN THE FIELD. UPON APPROVAL BY THE CUSTOMER, THESE AREAS SHALL BE 5PRAYED WITH AN APPROVED HERBICIDE AND MAINTAINED WEED -FREE FOR THE DURATION OF THE PROJECT. C. EXCAVATE PLANTING HOLES WITH VERTICAL SIDES. DO NOT DISTURB 501L AT BOTTOM OF PLANTING HOLES. MAKE EXCAVATIONS TWICE AS WIDE AS THE ROOT BALL DIAMETER AND SLIGHTLY LE55 (TWO INCHES) THAN THE DISTANCE BETWEEN THE TOP -MOST ROOT IN THE ROOT BALL AND THE BOTTOM OF THE ROOT BALL. ALTERNATIVELY, EXCAVATE THE HOLE SLIGHTLY WIDER THAN THE ROOT BALL AND PLACE THE ROOT BALL IN THE HOLE SO THE TOP -MOST ROOT 15 EVEN WITH OR SLIGHTLY (TWO INCHES) HIGHER THAN THE SURROUNDING LANDSCAPE GRADE. THEN, LOOSEN THE SURROUNDING 501L OUT TO A DIAMETER EQUAL TO TWICE THE DIAMETER OF THE ROOT BALL. FINALLY, PUSH THE LOOSENED 501L TOWARD THE ROOT BALL TO FILL THE HOLE. IF WATER FILLS THE BOTTOM OF THE PLANTING HOLE, ADD 501L TO THE BOTTOM OF THE HOLE UNTIL THE WATER 15 COVERED. PACK THE ADDED 501L FIRMLY. PLACE THE ROOT BALL ON THIS PACKED, SOLID SOIL, NOT IN WATER. NO PART OF THE ROOT BALL SHALL BE PLACED IN WATER. IF NECESSARY, BRING IN 501L 51MILAP, TO SITE 501L TO COVER THE SIDES OF THE ROOT BALL, CREATING A RAISED MOUND. THE BASE OF THE MOUND (I.E. THE OUTER DIAMETER CREATED) SHALL BE AT LEAST 51X TIMES THE DIAMETER OF THE ROOT BALL. WHEN PLANTING ON A SLOPE, THE TOP -MOST MAIN ROOT IN THE ROOT BALL SHALL BE EVEN WITH THE GRADE ON THE UPHILL 51DE OF THE TREE. SITE 501L WILL NEED TO BE ADDED ON THE DOWNHILL 51DE TO COVER THE SIDES OF THE ROOT BALL AND TO CONSTRUCT THE 501L BERM TO HOLD WATER. THE AMOUNT OF 501L ADDED ON THE DOWNHILL 51DE WILL DEPEND ON THE SLOPE AND 51ZE OF THE ROOT BALL. D. REMOVE ALL WOOD, PLASTIC, OR GKO-BAGS FROM THE ROOT BALL. SET PLANTS IN CENTER OF HOLES WITH THE TOP -MOST ROOT IN THE ROOT BALL AT THE SAME HEIGHT OR SLIGHTLY HIGHER (2 INCHES) THAN FINISHED LANDSCAPE GRADES AND PLUMB TREES 50 THE TRUNK 15 VERTICAL. BACKFILL FIELD 501L AROUND SIDES OF ROOT MA55 AND WORK EACH LAYER TO SETTLE AND ELIMINATE VOIDS AND AIR POCKETS. MATERIAL MUST BE WATERED IN AS PLANTED. PROVIDE APPROXIMATELY 5 GALLONS OF WATER PER INCH OF TRUNK CALIPER OR I GALLON PER 3 GALLONS OF CONTAINER TO THE ROOT BALL ONCE ALL BACKFILL 15 FILLED IN AROUND THE ROOT BALL. E. PROVIDE A 2-3" HIGH 501L BERM AROUND THE EDGE OF TREE ROOT BALLS TO FROM A SHALLOW SAUCER TO COLLECT WATER. THE WATERING SAUCER, REGARDLESS OF HOLE SIZE, 15 TO BE AT EDGE OF ROOT BALL. ALTERNATIVELY, COBRA EDGING 15 TO BE INSTALLED AT THE EDGE OF THE ROOT BALL. F. BROADCAST OVER THE ROOT BALL AND BACK FILL SOIL, AT THE RECOMMENDED RATE, A BROAD-5PECTKUM PRE -EMERGENT HERBICIDE PRIOR TO MULCHING. G. APPLY A CONTROLLED -RELEASE FERTILIZER TO THE 501L SURFACE UNDER THE MULCH AT I LB. NITROGEN PER 1000 FT2, PRIOR TO MULCHING. NO OTHER AMENDMENTS ARE NECESSARY. H. ON TREES UP TO 4" CALIPER, APPLY A THREE (3) INCH LAYER OF MULCH TO AN EIGHT (6) FOOT DIAMETER CIRCULAR AREA AROUND THE TRUNK. ON LARGER CALIPER TREES, APPLY A TWO (2) FOOT DIAMETER MULCH AREA FOR EACH INCH OF TRUNK CALIPER. NO MULCH SHALL BE APPLIED TO THE INNER HALF OF THE ROOT BALL SURFACE. ALL OTHER PLANTING BEDS ARE TO HAVE A MINIMUM OF 3" OF MULCH. I. TREES AND PALMS ARE TO BE SECURED BY AWARDED BIDDER. GKOUNDCOVER A. SPACE GROUND COVER PLANTS AS INDICATED ON THE LANDSCAPE PLAN. B. DIG HOLES LARGE ENOUGH TO ALLOW FOR SPREADING ROOTS AND BACKFILL WITH PLANTING SOIL. WORK 501L AROUND KOOT5 TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS TO HOLD WATER. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER CROWNS WITH WET SOILS. C. MULCH AREA BETWEEN GROUND COVER PLANTS, PLACE NO LE55 THAN 3" OF MULCH. GENERAL A. A REPRESENTATIVE WILL INSPECT ALL LANDSCAPE MATERIAL DURING INSTALLATION. MATERIAL THAT 15 IN SHOCK OR HAS BEEN DAMAGED DURING INSTALLATION SHALL BE REPLACED BY AWARDED BIDDER WITHIN FIVE (5) WORKING DAYS FROM NOTIFICATION. B. REMOVE FROM WORK 51TE ALL EXCESS MATERIALS (E.G., SOIL, DEBRI5 AND EQUIPMENT) DAILY THROUGH DURATION OF PROJECT. DAMAGES RESULTING FROM INSTALLATION SHALL BE REPAIRED BY AWARDED BIDDER. C. PRUNING: IF THERE 15 A DOUBLE LEADER IN THE TOP HALF OF THE TREE, SHORTEN ONE, BY THE ABOUT ONE-HALF, BACK TO A LIVE BRANCH THAT POINTS AWAY FROM THE TREE AND 15 AT LEAST ONE-THIRD THE DIAMETER OF THE CUT LEADER. REMOVE BROKEN PORTIONS OF DAMAGED BRANCHES BACK TO A LIVE LATERAL BRANCH. PRUNE 5HRU135 TO RETAIN NATURAL CHARACTER. D. REMOVE ALL STRING OR WIRE WRAPPED AROUND TREE TRUNKS. REMOVE ALL STRAPS, ROPE AND STRING USED TO LIFT THE ROOT BALL. REMOVE ALL BURLAP AND WIRE FROM THE TOP OF THE ROOT BALL. 4.3 ACCEPTANCE A. INSPECTION TO DETERMINE ACCEPTANCE OF PLANTED AREAS WILL BE MADE BY THE CUSTOMER REPRESENTATIVE UPON AWARDED BIDDER'S REQUEST. PROVIDE NOTIFICATION A MINIMUM OF FIVE (5) WORKING DAYS BEFORE REQUESTED INSPECTION DATE. PLANTED AREAS WILL BE ACCEPTED PROVIDED ALL REQUIREMENT, INCLUDING MAINTENANCE, HAVE BEEN SATISFIED AND PLANT MATERIALS ARE HEALTHY AND IN VIGOROUS CONDITION. B. THE CUSTOMER OR THEIR REPRESENTATIVE WILL PREPARE A "PUNCH LIST" OF TH05E ITEMS, WHICH MUST BE CORRECTED BEFORE RE -INSPECTION FOR FINAL ACCEPTANCE. THE REPRESENTATIVE WILL DETERMINE AN APPROPRIATE TIME PERIOD FOR CORRECTIONS. AWARDED BIDDER MUST REQUEST RE -INSPECTION TWO (2) WORKING DAYS IN ADVANCE. 4.4 MAINTENANCE A. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING. MAINTAIN ALL PLANT MATERIAL UNTIL FINAL ACCEPTANCE AND FOR A MAINTENANCE AND WARRANTY PERIOD OF TWELVE ( 12) MONTHS AFTER FINAL ACCEPTANCE. B. MAINTENANCE SHALL INCLUDE BUT 15 NOT LIMITED TO PRUNING, CULTIVATION, MOWING, WEEDING, FERTILIZING, WATERING, AND APPLICATION OF APPROPRIATE PE5TICIDE5 NECESSARY TO MAINTAIN PLANTS IN HEALTHY CONDITION. 1.) RESET SETTLED PLANTS TO PROPER GRADE AND POSITION. 2.) RESTORE 501L BERM AND MULCH LAYER. 3.) TIGHTEN AND REPAIR ELASTIC GUYS OR OTHER SUPPORTS 4.) CORRECT DEFECTIVE WORK. 5.) REMOVE AND REPLACE REJECTED MATERIAL WITHIN ONE (1) WORKING DAY FROM NOTIFICATION. G.) MAINTAIN MULCH SURFACE WEED -FREE. C. ALL PALMS ARE TO BE PRUNED TO REMOVE DEAD FRONDS, AND FRONDS WITH A PETIOLE THAT DROOPS BELOW HORIZONTAL. DEAD FRONDS ARE THOSE WITH LE55 THAN 50% GREEN TISSUE. ONLY TH05E FRONDS WITH PETIOLES DROOPING BELOW HORIZONTAL (9:00-3:00 O'CLOCK) SHOULD BE REMOVED. ALL 5EEDPOD5 ARE ALSO TO BE REMOVED INCLUDING THOSE ORIGINATING AMONG REMAINING FRONDS. D. THE CONTRACTOR 15 ENTIRELY RESPONSIBLE FOR THE IRRIGATION THROUGH FINAL ACCEPTANCE AND TWELVE- ( 12) MONTH WARRANTY PERIOD. E. UPON SATISFACTORY COMPLETION OF MAINTENANCE PERIOD AS DETERMINED BY FINAL MAINTENANCE INSPECTION, THE CLIENT OR AN APPOINTED LANDSCAPE MAINTENANCE COMPANY WILL A55UME MAINTENANCE KE5PON5115ILITIE5. F. ALL STAKES, SUPPORTS, AND ASSOCIATED HARDWARE SHALL BE REMOVED 12 MONTHS AFTER PLANTING. NOTES ON IRRIGATION 1. DELETE DAILY IRRIGATION WHEN PLANTING IN WINTER. IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (E.G. 2-3 TIMES EACH WEEK INSTEAD OF EVERY OTHER DAY) WHEN PLANTING HARDENED -OFF, FIELD GROWN TREES THAT WERE ROOT -PRUNED DURING PRODUCTION. ESTABLISHMENT TAKES 3 TO 4 MONTHS PER INCH TRUNK CALI PER. 2. IRRIGATION FREQUENCY CAN BE REDUCED SLIGHTLY (E.G. TO ONE OR TWICE EACH WEEK) WHEN PLANTING HARDENED -OFF, FIELD GROWN TREES THAT WERE ROOT -PRUNED DURING PRODUCTION. 3. AT EACH IRRIGATION, APPLY 2-3 GALLONS PER INCH TRUNK CALIPER TO THE ROOT BALL. APPLY IT IN A MANNER 50 ALL WATER 5OAK5 INTO THE ROOT BALL. DO NOT WATER IF ROOT BALL 15 WET/SATURATED ON THE IRRIGATION DAY. 4. TREES TAKE MUCH LONGER TO ESTABLISH THAT 3-4 MONTHS PER INCH TRUNK CALIPER. IRRIGATE IN DROUGHT THE FOLLOWING SUMMER. TREE PLACEMENT 1. STREET OR LOT TREE5 TO BE INSTALLED ONLY AFTER TRUSS, DRIVEWAY AND BLOCK CONSTRUCTION 15 COMPLETE FOR NEW HOME CONSTRUCTION. TREE LOCATION SHOWN ARE GENERAL AND SCHEMATIC IN NATURE. NEW TREES SHOWN ARE TO BE INSTALLED G OFF UTILITY EASEMENT LINE TO AVOID UTILITY CONFLICTS UNLESS DIRECTED OTHERWISE BY THE GOVERNING AUTHORITY. U) w U w CD w W z z LU O o a w Cc U U Ln mcr ¢Uw ❑ oulz U U w w �a N �'"'w l L �;!R o0oC❑ L,,4-lc,)lcjl- ww>_w_oZw Lo Q Q .J �t r�c7mwza cp 0 Cc CV Q¢wCrP0 cr co cr C7 W O N ��Lnw0"�' Q 0- .. � CD N oozwpm co 0 �# 07 O N H O 3�¢¢aQ0 CC a 0 Z 2 O Lo C T -3o w0 Z% FE5 LU H a U 0 CV WQ cn o o= ¢9 �N d. 01, coco I� �� °°o J a. c. J m cr N co d = Lu N CC:cn U�ch Z�C3 Z < o M Q 'ct 2 ¢ � O N d C'7 � LL Q c�c�zc�cn zzoz� a�zzl ¢--� w w z J 0 _ ao= z CD o WZz J J < V U Cj �r 1.` < a cr Z a N W p N � U. cn W H Z W a a U N Z S H E CATHEKINE J. MORAHAN E FL . LIC. NO. LA0001 559 T 12 DRAWING 15 NOT VALID WITHOUT AN EM13055ED 5EAL WITH AN ORIGINAL N SIGNATURE BY THE LANDSCAPE ARCHITECT OF RECORD 01 i i i l0 � C� . ..............,.......—...—..._..._...—..._...—...—...—...—...—...—...—.. H US HIGHWAY 301 e _ 2 -�� 11 AN L!j 11 I ,' �3 14 is \_'72'x24"x24"HI PVC COMPOSITE RECTANGULAR PLANTER (WHITE) MODEL: CORONADO PREMIER BY PLANTERS UNLIMITED. G,sn ,r L— 3"&'x2" WIDE ANGLE W/ 3/16 X 1-3/4 HWH TAPCON INTO CONCRETE 4 1/4" x 1 3/4" WD. SCREW INTO PLANTER AT ALL 4 SIDES. ANCHOR DTL. NT5. 2'-0" 2' 211 211 PLANTER DETAIL SCALE: 3/4" = V-011 KEYNOTES i I F1-1 -NEW CONC. SIDEWALK: SEE CIVIL DWG'S. F2NEW V-0" X 20-0" PARKING SPACES FOR MARKING AND STRIPING DETAILS, SEE: CIVIL DWG'S 1-3 -NEW ACCESSIBLE RAMP F41NEW DETECTIVE WARNING SURFACE. CAST IN PLACE REPLACEABLE TACTILE W/ METAL ANCHORS BY ADATILE SOLUTIONS 60"X24", COLOR: BRICK RED F, I -NEW HANDICAP PARKING: SEE ENLARGED DETAIL 6P-2.0 Fro -NEW CONCRETE CURB: SEE DETAIL ON CIVIL DWG'S. -NEW ACCESSIBLE ROUTE. 87 -NEW HANDICAP SIGNAGE: SEE DETAIL 5P-2.0 F—al -NEW LANDSCAPE AREA SEE CIVIL DWG'S. 10 -NEW ASPHAULT PARKING LOT: SEE CIVIL DWG'S PROPOSED NEW MONUMENT SIGN FOR OUTPARCEL "3. SEE DETAILS ON II SHEET A-112 [12]-NEW RETAINING WALL. SEE STRUCTURAL DWGS. Fl-3 PROPOSED RELOCATED DRAINAGE LINE. GC. TO RELOCATE. SEE CIVIL DWGS. F144" FIRE RATED DEMISINGPARTITION. (TYP.) 15 12"X24"X24"14I PVC COMPOSITE RECTANGULAR PLANTER (WHITE) MODEL: CORONADO PREMIER BY PLANTERS UNLIMITED. SEE DTL. THIS SHEET I—I&IEXISTING SHOPPING CENTER SIGN. [—I-,]NEW DUMPSTER ENCLOSURE, RE: SP-2.0 GENERAL NOTES: I. ALL CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL COUNTY STANDARDS AND SPECIFICATIONS, LATEST EDITIONS. 2. LOCATIONS, ELEVATIONS, AND DIMEN51ONS OF EXISTING UTILITIE5, 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 DIMENVON5 OF ALL EXISTING UTILITIES, 5TRUCTURE5 AND OTHER FEATURES AFFECTING THI5 WORK PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 4. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION. 5. G.G. 15 RESPONSIBLE TO CONFIRM ALL REQUIRED SITE TRENCHING NEEDED FOR ALL TRADES (INCLUDING ELECTRICAL, PLUMBING 4 MECHANICAL) AS PART OF HIS BID. ANY EXCAVATION, DEMOLITION, PATCHING or - CONCRETE OR ASPHALT, FOR ITEMS SUCH A5 SITE LIGHTING, DRY WELLS, IRRIGATION OR PLUMBING LINES ARE TO BE INCLUDED. 6. G.G. TO TEST IRRIGATION 5Y5TEM AND REPAIR AND REPLACE ANY DAMAGED PIPE FITTING5 OR DEVICES AND MAKE FULLY OPERATIONAL 1. CONTRACTOR TO SUBMIT SKETCH SHOWING UNDERGROUND UTILITIES 4 ELECTRICAL ROUTING TO 51TE LIGHTING NOTE: G.G. TO BE RESPONSIBLE FOR PROTECTING ALL EXISTING TO REMAIN LANDSCAPING DURING CONSTRUCTION. G.G. TO REPLACE ANY DAMAGED LANDSCAPING. (5EE LANDSCAPING) CONTRACTOR TO REMOVE ANY AND ALL PIPES, POLES, AND APPURTENANCE ENCOUNTERED THROUGHOUT THE 51TE THAT ARE NOT BEING USED OR ARE OBSOLETE Lesy Tecl ma nd Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. Both Ave. Suite 303 Miami Lakes, Fi. 33016 T.786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com vCarloA Pizarro, R.A. AR - 0013079 11 Revisions: Date Description ON M �x W A U, Q Z �W H� P� UW U 0 w W H W W � A °z A �--� f--i W U Z a M M A o H � U0 I� Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO SHEET NAME I I PARCEL SITE PLAN W coo SHEET NUMBER Sp- 1 0 a W a Ri-1 PROPOSED SITE PLAN SCALE: 3/32' = V-0" GATE PIN (TYP. s NOTES: ELEVATION - A 5P-2 6" STUCCO BAND N P.T. 2xb 4 2x8 BOLTED TO GMU WALL PAINT OVER STUCCO; COLOR FIN15H TO MATCH BUILDIN6, TYP Z 3" RECE55ED BAND (BY FRY REGLET OR SIM) ELEVATION - B 8" STUCCO BAND W/ P.T. 2x6 4 2x8 BOLTED TO GMU WALL PAINT OVER STUCCO; COLOR FINISH TO MATCH BUILDIN6, TYP. 3" RECE55M BAND (BY FRY RE&LET OR ELEVATION - C C.ORRU6ATED METAL PANEL GATE (PAINTED) 1-1/2" X 206A 2" X 2" 5TL. FRAME ANIZED STEEL HINGE EACH DOOR TYP) $/SP2 NOTE: PAINT OVER STUCCO FIN. ON GMU (TYP. ON EXTERIOR 5uRFAGE5 OF ENCLOSURE ONLY). STEEL BOLLARD 5EE THIS SHEET CPROVIDE b" MIN. CLEARANCE BETWEEN STEEL BOLLARD AND CMU WALL I. TRASH ENCLOSURE TO BE 8'-O" HIGH. 2. PROVIDE GATE LOCKING PIN AT GATE INTERSECTION, EACH PANEL. 3. PROVIDE P.V.G. SLEEVE IN GONG. SLAB TO RECEIVE GATE PIN AT OPENED 4 GL05ED P051TION5. 4. PAINT ALL SURFACES OF LATCHES AND PIPE BOLLARDS SEMI -6LO55 COLOR TO MATCH BLD6.. 5. PROVIDE LAND5GAPING AROUND ENTIRE DUMP5TER PAD PER LOCAL CODE, SEE LAND50APE PLANS. (5. PROVIDE 4", HEAVY DUTY, INDUSTRIAL GRADE, FREE ROTATING WHEEL 6w/6REA5E FITTING FOR BEARIN65) AT BOTTOM OF EACH GATE TO PREVENT 5A661N6. 7. FOR STRUCTURAL DRAWINGS SEE CIVIL DRAAIN6 SHEET *11 8" X 8" OPENING FOR RUN OFF (AT SLAB LEVEL) 4'-0" HIGH 8" DIAMETER STEEL PIPE BOLLARD €! 7 - o o � o — w 0 w ELEV. A OENLARGED DUMPSTER PLAN SGALE : 1 /4" = I'-0" DISTANCE BASED DISTANCE BASED UPON SLOPE 6'-0" UPON SLOPE ACCESSIBLE PARKING Slt SIGNAGE SHALL COMPLY SECTION 11-4b.4 FLORIDA IDEWALK INIMUI'1 WIDTH 44" b" CURB MAXIMUM PRECAST CONCRETE WHEEL STOP (TYP. 6"Xb"X(o'-0") LU I M LLL Lr.'2" [ro NOTE: ALL PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT EXCEEDING 1:50 (2%) IN ALL DIRECTIONS. (11-4;63 FB.C. 2001) I 12'-0" MINIMUM OHANDICAP PARKING DETAIL NOTE: VERIFY LOCATION OF UNDERGROUND UTILITIES BEFORE DRILLING FOR CONC. FOOTING. OTYPICAL BOLLARD DETAIL RAMP LAND ING MINIMUM ACCESSIBLE PARKING SIGN, SIGNAGE SHALL COMPLY WITH SECTION 11-4b.4 FLORIDA b" EDGE PROTECTION, TYP. 5' HANDICAPPED — PAVEMENT 5YM50L (YVHII'E) � IT-O" MINIMUM 6" CONC. FILLED STEEL PIPE SEE PLAN FOR DIAMETER CEMENT WASH SLOPED 1" ABOVE PAVING SGALE: 1 "= 1'-0'i WIDTH 44" EXPANSION JOINT W/ SEALANT CONTROL JOINT g 5' O.G. EACH WAY BUILDING FOUNDATION COMP GRANULAR FILL 05 DWL. X 4'-0" s 24" O.C. SEE SPECIFICATIONS 05 CONTINUOUS T. 4 B. SIDEWALK e CCONCRETE EDGE DETAIL CONC. SIDEWALK 1/3" SAW CUT 4. - - . O 6x6-W1.4xW1.4 W.W.M. \�� WELL COMPACTED FILL NOTE: SEE CIVIL SHEET "8 FOR SPACING OF STRUCT. JOINTS AND EXPANSION JOINTS SCALE: 1/4"= I'-0" D CONTROL JOINT 2" ,W 5" N 5/5" PIA BAR 1 /4" STOP 1 /4" PLATE 5/6" I.D. RING n 5/5" DIA HOLE---,,:r - �t — 5/8" I.D. SPRING 5/5" I.D. RING SIDE FRONT NOTES: I. STEEL HINGE SLEEVE TO BE BOLTED ONTO DOOR, FRAME STEEL GATE PIN TO BE WELDED TO BOLLARD. 2. PAINT PIN AND HIN6E5 5EM1-6LO55 COLOR TO MATCH BLD6. 3. DRILL HOLE IN PAVEMENT TO AGGOMODATE PVO SLEEVE GATE LOOKING PIN SPRING INSERT TO PREVENT SEDIMENT IN 6ATE PIN HOLE. rF_"'�PIN DETAIL SCALE: 3/4" = V-,a" SCALE: 3/4" = V-O" DUMPSTER DOOR HINGE DETAILS CONCRETE WALK W/ 6X6-WI.4XW1.4 W.WF. 1/4" RADIUS MAX. EXPANSION JOINT WISEALANT PAYING SCALE: 3/4" = 1'-0 SCALE: 5/4"= I'-0" 6" PIPE COLUMN (BOLLARD) SEE DETAIL THIS DRAWING 3/4"DIA. STEEL HINGE PIN (WELDED TO BOLLARD) 5/4" ID. STEEL HINGE SLEEVE (BOLTED TO DOOR) CORRUGATED METAL DECK 1-1/2" 22 6A TYPE B' HINGE ATTACHMENT & BOLLARD DETAIL .AW&I -A n Tee +-41 ". 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_com vmm ritiarnhitant enm Revisions: Date Description O Z N M �gd O �o Ww x W Q v, U �w �+ W �Uj U9LO a 0 w W � H W � A z A W v 0 z a M M A 0 a 0 H H w � a 0 U a 0 0 O W N x �? ~ N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO I I SHEET NAME I I DETAILS H� W SHEET NUMBER a SP-2*0 0 0 0 0 0 O 0 EG 'ESS EXIT WIDTI CAPACITY = 1211 1 = 36" I 0 0 II o 0 0 0 0 o WIDTH = = 7211 2"=360 Y E EGRES5 " 0 0 I CAPACITY II "_ EXIT - i EXIT_ C fir.__., _ � _..T...CAP L I ,�Gll' Ir } ! wILE D E w 3 "/.2 IeO ` (L E , cf,1 ? ® ®� C4 TRAVEL DIS ANCE= 58'-0" I I TRAVEL DISTANCE= 58' 011 cv I 30-1-011 ✓�I'-2"1 I i I 561-61� IJl/ I • I � r- � I ; I 1 1I II ILI • I, BAY I I BAY #2 I 1 v y0l, �- r I s$ s I I I mlu I __ w „ LU � Q� � � 4 • _-- I 0�l - I � I COMMON PATH • I � I I � /rm �- ___ I W w w w I ' I W W `� ' L------ 0-->------ ---- ® ---- ------� — ' --- ® X d d zx X X / v - ' an,: -,a _•s ., a i.; F -. :•r. .o ?. s= ..: ;.•1 i �:».'�. I.+ .., ;r.a» ..= i.. s.; I. .a•F <:.. Wrs_z .r = s•_ ..7 *s •I . ..I ;. •a�.r: I 1 1 EGRESS WIDTH = 36" EXIT CAPACITY 36172 "=160 EGRESS WIDTH = 36" EXIT CAPACITY 36"/2 " = 150 EGRESS EXIT 3ro WIDTH = 361' CAPACITY "12 "=180 EGRESS WIDTH = 36" EXIT CAPACITY 36 "/2 "=180 EGRESS WIDTH = 36" EXIT CAPACITY 36 "/.2 "=180 EGRESS WIDTH = 36" EXIT CAPACITY 3ro "12"=180 U 3 LIFE SAFETY PLAN 5CALE: ]/a" = V-011 KEY PLAN i s _, E Y li I I q' I r y 1✓ v'1�.II t LIi' as i 1 )n �..... - U.S. HWY. 301 GENERAL NOTES: -CONTRACTOR SHALL PROVIDE SHOP DRAININC75 FOR FIRE ALARM SYSTEM CONTROL PANEL AND SHALL OBTAIN A SEPARATE PERMIT FOR THE SYSTEM. LIFESAFETY AND ACCESSIBILITY NOTES ALLOWABLE TRAVEL DISTANCE 15 150'-0" MAX. CONTRACTOR SHALL PROVIDE ONE ABC TYPE FIRE EXTINGUISHER FOR EVERY 1500 S.F. OF BUILDING AREA. EXTINGUISHERS SHALL BE MOUNTED a 48" AFF TO TOP OF HANDLE, AND NOT EXCEED 15' 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. 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 1/2" EXCEPT AS PROVIDED BY RAMP. THIS BUILDING SHALL COMPLY WITH SECURITY AND FORCED ENTRY PREVENTION OF THE LATEST EDITION OF THE F.B.C. -PROVIDE OCCUPANCY SIGN CONFOWIG TO APPLICABLE BUILDING CODE REQUIREMENTS. -G.C. SHALL VERIFY, COORDINATE, AND/OR PROVIDE ANY LIFE SYSTEM, SMOKE DETECTION AND/OR FIRE ALARM CONNECTORS AS REQUIRED PER LOCAL JURISDITION. -ANY REQUIRED FIRE DAMPERS ASSEMBLIES INCLUDING SLEEVES AND INSTALLATION PROCEDURES SHALL BE PROVIDE BY G.C. AND APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. -DURING THE CONSTRUCTION THE G.C. IS TO PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2A-108C WITHIN 15 FOOT TRAVEL DISTANCE TO ALL PORTIONS OF THE PROJECT -THE OPENING FORCE FOR INTERIOR SIDE -SWING DOORS WITHOUT CLOSERS SHALL NOT EXCEED A 5 LB FORCE. FOR OTHER SIDE -SWINGING, SLIDING OR FOLDING DOORS, THE DOOR LATCH SHALL RELEASE WHEN SUBJECTED TO A 15 LB FORCE. THE DOOR SHALL BE SET IN MOTION WHEN SUBJECTED TO A 30 LB FORCE. THE DOOR SHALL SWiNG TO A FULL OPEN POSITION WHEN SUBJECTED TO A 15 LB FORCE. FORCES SHALL BE APPLIED TO THE LATCH SIDE. MEANS OF EGRESS OEXIT DOOR 0 DIRECTION OF EGRESS AND OCCUPANCY LOAD TO THE EXIT — — — PATH OF TRAVEL 2 HR FIRE RATED WALL SYMBOLS EXIT LIGHT BATTERY UNIT EMERGENCY LIGHT FE WALL MOUNTED FIRE EXTINGUISHER 6 48" AFF TO TOP OF HANDLE SD SMOKE DETECTOR (PYROTRONIC ILI-i) CEILING MOUNTED. D-DENOTES AT AIR CONDITIONING DUCT {_ THIS SYMBOL DENOTES 30 x 48 WHEELCHAIR CLEAR SPACE of THIS SYMBOL DENOTES 60" DIAM WHEELCHAIR TURNING RADIUS FACP FIRE ALARM CONTROL AND ANUNCIATOR PANEL FIRE ALARM PULL STATION MTD. 46" AFF. FIRE ALARM STROBE MTD. 80" AFF. I� FIRE ALARM STROBE LIGHT MTD. 80" AFF. NOTE; SEE ELECTRICAL DRAWINGS FOR NIGHT/ EMERGENCY FLURESCENT LIGHTING OCCUPANCY LOAD FACTOR EGRESS REQUIREMENTS EGRESS WIDTH PER OCCUPANT NUMBER OF EXITS MIN. CORRIDOR WIDTH FBC IOMJ - NFPA 133.1 OCCUR OCCUPANCY OCCUP. LEVEL COMPONENT 11 REQ'D REQ'D REQ'D REQ'D MIN_ SPACE AREA GROUP LOAD FACTOR LOAD 02 FBC NFPA PROV'D FBC NFPA PROVID REQ'D PROVIDED 1015.1 392.4:6 10162 13.4 I OGGJ30 BAY 1 5,500 S.F. M NET 1 A4 35.8 286 IN. 3 3 8 44 IN. 44 IN. - BAY 2 5,501 S.F. M I OCCJ 30 NET SF. 127 25.4 I80 IN. 2 2 3 44 IN. 44 IN. - NOTES: I. NFPA: (PER TABLE 7.3.1.2) 3. FBC: (PER TABLE 1004.1.1) -OCCUPANT LOAD FOR MERCANTILE USE EQUAL5 ONE -OCCUPANT LOAD FACTOR —30 50. FT. OF NET FLOOR AREA / PER50N PER50N PER 30 50. FT. OF NET FLOOR AREA 2. NFPA: -ALL MEANS OF EGRE55 SHALL BE IN ACCORDANCE WITH CHAPTER 36 -CAPACITY OF MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH 5ECTION 'I.3 -MINIMUM WIDTH OF ANY CORRIDOR OR PA55A6EWAY SHALL BE 44 In. IN THE CLEAR -MEANS OF E&RES5 SHALL BE ARRANGED IN ACCORDANCE AITH SECTION 7.5 TRAY. DIST COM. PATH DEAD-END INTERIOR FINISHES Vertical exits and exits Exit Access, corridor and Enclosed Spaces FBC Table NFPA 101 Provided FBC NFPA 101 Provided FBC NFPA 101 Provided assa sways other exitwa s FBC NFPA 101 FBC NFPA 101 I FBC NFPA 101 1016.1 able Alb 10143 Table Alb 1018.4 Table A.16 Table 803.9 Table A1022 Table 803.9 Table A1022 Table 803.9 Table A1022 BAY 1 200 FT 200 FT 71'-1" 30 FT -15/100 FT 0 FT 20 FT 20 FT 0 FT A A Ad A OR B Be A, B OR C* BAY 2 200 FT 200 FT 82'-8" 30 FT -15/100 FT 30 FT 20 FT 20 FT 0 FT A A Ad A OR B Be A, B OR C* NFPA GENERAL NOTES: NOTES: 1. THE CONTENTS OF BUSINESS OCCUPANCIES SHALL BE CLASSIFIED AS }WHERE A COMPLETE STANDARD SYSTEM OF AUTOMATIC SPRINKLERS IS ORDINARY (MODERATE) HAZARD IN ACCORDANCE WITH SECTION 6222 INSTALLED, THE RATING NOT EXCEEDING CLASS 'C' IS PERMITTED TO BE USED IN ANY LOCATION WHERE CLASS "B' 15 REQUIRED AND WITH RATING 2. PORTABLE FIRE EXTINGUISHERS SHALL BE IN EVERY BUSINESS OCCUPANCY IN OF CLASS 'B' IN ANY LOCATION WHEi;M THE CLASS 'A' IS REQUIRED. ACCORDANCE WITH 13.1.4.1 - INTERIOR WALL AND CEILING FINISH 3. UTILITIES SHALL COMPLY WITH THE PROVISIONS OF SECTION 9.1 FLAME SPREAD 0-25, SMOKE DEVELOPED 0-450 - INTERIOR WALL AND CEILING FINISH 4. HVAC SYSTEMS SHALL COMPLY WITH THE PROVISIONS OF SECTION 92 FLAME SPREAD 26-15, SMOKE DEVELOPED 0-450 - INTERIOR WALL AND CEILING FINISH FLAME SPREAD 16-250, SMOKE DEVELOPED 0-450 e. CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN PLACES OF ASSEMBLY WITH AN OCCUPANT LOAD OF 300 PERSONS OR LESS. e Tec.1, r n . n F 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 dti info@dtiarchitect.com www.dtiarchitect.com Revisions: Date I Description z N M OWWo w U A r �w W U 0 w W H W W � A zz A �D W v 0 P A 0 a M M �a o � 0 H �z 0 Q� U W a 0 0 0 W N x x CA �, N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO SHEET NAME LIFE SAFETY PLAN W SHEET NUMBER W A-2,00 0 8 62 IN, v_ n2 in n3 n5 6 az YO BB A- .0 A-5 0 1 I -5 0 4 14 OK I H.G. RAMP 13 0 0 I I 0 0 0 - - I 0000000 �000000 0000000� 0000000000000o I 0 0 0 0 0 � _ _ _ _.. - 5 �_ _ . vs_ __. _ _ 1 rj TYF' rl_ I -------- �I-----�--- -- Q- - - - 0>I - - - I - I - - : J IL j 1 3 3 1 j I 'JOI_V II 581--b" I I 1411-811 j N I I I _ R-I 6 IS 15 1 - _ 6 FIRM- J - - - - - - olol - - - 1 - - - - - 40'-0' --4-I - - _43 40'-0" ►n b r- .� 7 DD A-50 TENANT SPAGE I, 2, 3 4 I TENANT SPACE 5, 6, -7 1 5,800 S.E. TOTAL I I I 1 5,501 S.P. 707AL - I • 1 q I I I E F E . 11 7 1 A-1.0 D _ I I I mm • B A-9.1 4 A-9,1 B I 1 4 I I D A 'i 7D- - -% FOUNDAT1pN y FOUNR ON <<: , a:: _ FOUNDATION PLANTI 6 AREA H- . •t . a: sir •; .. 1 _ �... - - -FOUNDATION F TION A PLINTINGAREA i FOUNDATION FOUNDATION PLANTING AREA PLANTING AREA I - _ -- PLANTING AREA -. --P_LANTIING - PLaNTI 3 5 I I 3 6 4 14 6 2 7 I 7 14 4 3 2 5 2 6 I DRAWING LEGEND i t NEW CMU WALL WITH EXTERIOR STUCCO FINISH t I 1 ,i G.C. TO PROVIDE 5/8 GWB. ON 3/4 FURRING _ ., STRIPS W/ R-5 INSULATION TO UNDERSIDE OF ROOF DECK { 'I i 11 NEW CMU WALL WITH EXTERIOR STUCCO FINISH t _ t ' a l i LZEXPOSED ON THE INTERIOR t I NEW INTERIOR PARTITION: A" (20 GA) MTL STUDS 9 16" O.C. W/I LAYER 5/8" GM. EACH SIDE TO ~ ' UNDERSIDE OF STRUCTURE W/R-Il 5ATT INSULATION. PROVIDE DUROCK MASONRY 50ARD 6 WET AREAS. PROPOSED FLOOR PLAN SCALE: 1/8' = 1'-0" FLOOR PLAN LEGEND NEW EXTERIOR WALL OX DENOTES DOOR NUMBER SEE DOOR SCHEDULE SHEET A-60 DENOTES EXT WALL TYPE / SECTIONS- x- SHEET A-6.0 El— GENERAL NOTE - SEE LEGEND, THIS SHEET. I NEW INTERIOR DEMISING PARTITION: 6" (20 GA) MTL ' STUDS 9 IV' O.G. W/I LAYER 5/6" GWS. TYPE R. "X"EACH SIDE TO UNDERSIDE OF STRUCTURE W/R-11 O SEE STOR STOREFRONT DaU SCHEDULE OW NDULE SHEET A-8.0. BATT INSULATION , Va IN © K-1EE7Y PLAN jry a t s�'3 mm.WW jJ8 ��,/C1E1� ..�....�... i jj t E �/ ., '��` �°� € /s` � � � � ✓"� '°�,,,�.: � ,� \ E _ _ i =,7p '""3€ V t \Z` ✓. E x'� i h I 1 Jam / s /`: 1 K'\ E - ` � .._.= _..-sE j / �. I�1� 9� t i--- �l -� 1'> .FAA � ".I 'v -1% € br, jll' �[, E t it—;I-� i$ �°'•,_ i ke ""`t .{ . E I I = { "1 r I € ' e € -- --- y. U.S. HWY.301 11 FLOOR PLAN LEGEND I I ❑� 6"X6" STEEL COLUMN RE: STRUCTURE ❑z 5'-0" CANVAS AWNIN65 ABOVE STOREFRONT, BURGUNDY - TO MATCH EXIST 5HOPPING CENTER s❑ 4'-0" CANVAS AWNINGS ABOVE STOREFRONT, BURGUNDY To MATCH EXIST 5HOPPING CENTER A 4'-0" GANVA5 AWNIN65 ABOVE STOREFRONT, BURGUNDY/IVORY STIPPIN6 TO MATCH EXISTING SHOPPING CENTERS COLORS s❑ TRUELITE ALUMINUM DOORS $ STOREFRONTS, COLOR: ALUMINUM ANODIZED TO MATCH EXISTING CENTER. W. PROVIDE NOA'S © LED6E5TONE COLUMNS (TYP), OMENS CORNING CULTURED STONE COUNTY LE06ESTONE - CHARDONNAY 05V-20006 ❑-r CONCRETE LANDING AT EACH DOORS I/2" STEP MAX. (TYP. ® EXPOSED CONCRETE READY FOR SLAB ® 6" FIRE RATED DEM15111457 PARTITION. FOR UL A55EMBLY NUMBER AND DETAILS SEE SHEET A-q.O(TYP) io 8" CHU WALL. SEE SHEET A-40 ii 72"X2411X24"HI PVC COMPOSITE REGTANGULAR PLANTER (WHITE) MODEL: CORONADO PREMIER BY PLANTERS UNLIMITED. SE1= DTL. ON SHEET 5P-I Fi2l CONCRETE CURB. SEE CIVIL DRAAINC75 is CONTROL JOINTS (TYP) SEE DTI. ON SHEET 5P-2 9 LANDSCAPE AREA. SEE LANDSCAPE PLANS. is EXPOSED GRADE. READY FOR CONCRETE SLAB. ib NEW CONCRETE 51DEWALK. SEE 5P-2 FOR DETAILS TABLE 1004.1.1 FLORIDA BUILDING CODE, 5UILDINCs, 2010 MAXIMUM OCCUPANT LOAD USE E OCCUPANCY TYPE AREA / OCCUPANCY LOAD FACTOR TOTAL LOAD MERCANTILE SPACE 101,102,103,104 30 SQ. FT. / PERSON 5800 SQ. FT. 194 OCCUPANTS MERCANTILE SPACE 105,106,101 30 $0. FT. / PERSON 3001 SQ. FT. 121 OCCUPANTS MINIMUM NUMBER OF PLUMBING FAGILITIES OCCUPANCY WATER CL05ETS LAVATORIES BATHTUBS/ SHOWERS DRINKING FOUNTAINS OTHER MALE FEMALE MERCANTILE 1/500 1/150 - 1/100 - SEE TABLE 1004.1.1 THIS SHEET FOR OCCUPANT LOAD (EACH) REQUIRED PROVIDED MALE WATER CL05ETS UNISEX 1 1 FEMALE WATER CLOSETS I 1 LAVATORIES 1 2 BATHTUBS / SHOWERS - - DRINKINCs FOUNTAINS 1 1 OTHER - - GENERAL FLOOR PLAN NOTES: 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 FA5RICATION. SUBMIT SHOP DRAWINGS FOR REVIEW. RODENT PROOFING NOTE: G.C. SHALL PROVIDE RODENT -PROOFING AT SPACE TENANT IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 120IJ LATEST EDITION TERMITE PROTECTION NOTE: AREAS OF THE BUILDING WHERE CONCRETE SLAB IS REMOVED SHALL RECEIVE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES PRIOR TO NEW CONCRETE BEING POUR TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE, CONSUMER SERVICES AND THE 2010 FLORIDA BUILDING CODE SECTION 1816. GENERAL SITE / FLOOR PLAN NOTES: SEE CIVIL DRAWINGS FOR SITE PLAN. 2. GL. SHALL COORDINATE ALL SITE WORK WITH CIVIL, PLUMBING, MECHANICAL, STRUCTURAL, ELECTRICAL AND ARCHITECTURAL DRAWINGS. G.C. SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCE WORK 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 R1=QUIRED BY UTILITY COMPANIES. G.C. SMALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO COMMENCE WORK 4. G.G. 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. G.C. SHALL PROVIDE "OUTDOOR PHONE BOX" AS REQUIRED BY UTILITY COMPANY. Ted—. n 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 I I I �s Pizarro, R.A. I I AR - 0013079 Revisions: Date Description Z N M O H0 � U w A 1w 0 W o W W � A z A z W U M M A I� 'U a 0 �z 0 0� � o . U 0 0 0 U a x �, w Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO SHEET NAME PROPOSED FLOOR PLAN W SHEET NUMBER W A-300 a I I I I I PLANTER JT H.G. RAMP I j — j�-" �{ _ o000000 00 000 I n - i.�,= Ito _ _ _ _ �, K f V § i I E -------- - ----- Hf s_ O i 1 • ----- ----- E, 2n I I I 8 I 11 JV (J =icv I 14q'_ �n j = —^n 5q'-22 58'-211 I I I ' i m I 1 3 �. g i _ • • S MATTRESS • \ — a�� • I • !11 ! I - _ RN z — — — — --�-- — — — — O — — �— — — — — — — O —�— — — — — O — O _j UJI—ILA 1 111 t— Q IA I -ENANT SPACE 5, 6, 7 5,501 S.E. TOTAL i t R — • O . i .. - m I all 0 • 1 • O �N� • — W ;f — — - -- Ltj — — — — — — — — — — — — — — — — — — — — — — E— — — — — — ;PLANTER — RLA I .. 4'LANTER TEl� I - LAN PLANTER PLAN Q - PLAN C(O i n 21I �_ n 3 2 i n i_ n 3 2 i n 15 -011 1_ n 3 2 i— n 0" i_ 3 2 a 10'�" i_ u 3 2 i u -O" i— n 3 2 10'-5I n i n 3 -2 f n i n 3 -2 10'-5 n i— a 3 2 i_ n O '_ n 3 2 10'�" f_ n 3 2 i n -O i— n 3 2 i— n 10 I — n 3 2 i n 5'_1 I n 2 I n f_ n 2 10 -7 011 10'-O-° 2 10'-5-° 2 n 2�� 10 -5- 2�� 10 -0- q -3 2�� b -10- q -4 -oil 15 -O -4 q -4 q -4 q'-4" q'-4" lot e?� DIMENSION FLOOR PLAN SCALE: I 191 /8' = V-0" eK.EY PLAN a. f �E _7 f' �f , fit` [r ij t VI ;1. " a.... '"? M R 1 5 $# iD " E �4 ✓ I 6 m �� 3Y Ie�w =' "- I € ,-t gam`--�„ ��( [ t [€ f � � ....��.�(=I t `f�� ,�E� -aI � 4 ✓ � �%��. :P ?ifLim ....... .. U.S. HWY. 301 e Tec_*__,_ a flon 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 Revisions: Date Description Ix z N M Q 0 U1 0 W Ww U W Q F-4 W � U W U W W 1� A O A � z v 7 0 a a M M o G a H a w � �z 0 Q� U P4 con 0 0 a U W x x N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO SHEET NAME DIMENSION FLOOR PLAN SHEET NUMBER A-301 a ME a _' 3` Tee DRAWING LEGEND fon Associates, Inc. AA26001933 - Architecture • Planning • Interior Design - F, 14125 N.W. 80th Ave. Suite 303 s WALL LIGHT PADS WITH SHIELDS Miami LaKes, FI. 33016 T. 2 786-235-9097 3 5 6 F. 305-362-4420 I'x4' SUWACE MOUNTED FLUORESCENT. dtiinfo@dtarchitect.com www.dtiarch itect.com 2'x4' TROFFER HIGH PERfORf 1ANCE PARABOLIC Q EXHAUST FAN. 2'-0"X4'-O" ACOUSTICAL TILE HEIGHT = 10'-0" jiza �HEADER DRYWALL CEILING AIR SUPPLY DIFR15=R IRE: MECHANICAL DRAIUINGS) imm - DUAL LITE LZ UNIT 15W EMERCENCY LIGHT (SURFACE) Revisions: I Date Description I 8 DUAL LITE LX DESIGNER LED EXIT LIGHT P v t---I 5' FLUORESCENT LIGHT FIXT. EMERGENCY LIGHT 4 l i E a I �t Al 3{ 01 CEILING PLAN NOTES 01 f SJ I -2'x4' FLUORESCENT LIGHT FIXTURE. SEE ELECTRICAL DW -h. 1A El -2'x4' CEILING GRID- USG - SQUARE EDGE (SQ) GRID:DX/DXL IEl 3 0 El -EXIT LIGHT. SEE ELECTRICAL DIGS. --- EXPOSED CEILING- Z N M 3 5❑-EMERGENGY/NIGHT LIGHT rn € W a 1 k I 4' STRIP FIXTURE. SEE ELECTRICAL DWGS. !L Li j w E- U t El z 0 - - - - - - ------------ a as W o� O 4 - 12 GA. SPLAY WIRES IN A PLANE OF EA. RUNNER VERTICAL ANGLE 45 DEGREES W .,-:- MAX. SECURE ALL WIRES � E-+ Q `l' APPROXIMATELY 2" FROM W pC m ,'. G4 a w a H o MAIN RUNNER H Q a GROSS TEE Z 0 0 Q °o INDEPENDANT LADY SUPPORT CLIP AT EA. Q LIGHT CONNECTION. U a INSTALL BRACING 12'-0" O.G. [� EA. WAY 4 WITHIN 4'-0" OF U 0 REFLECTED CEILING PLAN PERIMETER ELLS o �� _ I �� 5CALE: vs - i -la a �] © KEY PLAN U — t , g p 3 € '�. — x `,� ,1 I✓ I tiny! SHEET NAME € a €I "'-'R 1 � itf 1 \.\�� ,i �.n\ j� �,✓� �j +�q\ r'e"°/! �. "'\ i /' iE ��.+',�/may t i F € �a •— 3 i ; .i i # '� 3 i €,� \ i :F'=s' i Q' i �,.{i.'* ram` f '4 Z' `� I ''` i 3 \�' 1 ''�' P" \ I� € �'0�7 3✓ . REFLECTED i T1U , r _ , I as CEILING PLAN 9' k i t FLuar , L SHEET NUMBER E i U.S. HWY. 301 — e A-3.2 W 0 Y 0 O O 0 O 0 ry 000000c 0000000 o000000000000 o00000 ! w — �_i -�^ ! i • 1 11 .J-I'-2�S" L � 3 € E fil • v � i i j I 14-10 25-5 12'-II�II Iq'-III 16-0 Q 1 t € T } i � j7 € i • = 3 € E 6 € _ E 1 I • ! F i i € � i 1 � I I i I t � �� • r O• ^, ( W T_.• } 3 € i Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO u ROOF PLAN SCALE: 1/5" = V-O" KEY PLAN 1 y 7 7 F i "S' { Y /i' Y A E $IS 1 { ''`' ✓' 33 i' /s�,.f,. ��' kN 141 + I - d �m y tw T U.S. HWY. 301 ..r 1 ROOFING NOTES I. THE ROOFING SYSTEM TO HAVE A 20 YEAR WARRANTY, JOHNS MANVILLE 856 MODIFIED BITUMEN W1 GLA8KAP CR MEMBRANE, NDA 13-012-119 OR APPROVED EQUAL. PROVIDE MIN 4" INSULATION W1 MIN R=19 INSULATION VALUE, INITIAL 5RI = .16, UPLIFT MIN 108 PSF W1 GENERAL LIMITATION 01 2. ALL WORK SHALL BE COORDINATED WITH ALL PERTAINING 8115CONTACTOR AND PLANS. ANY DISCREPANCIES SHALL BE NOTIFIED TO THE ARCHITECT IN WRITING, PRIOR TO STARTING WOW,- 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) t LOCATIONS ARE SHOWN FOR CONCEPT ONLY. SEE 6. RE: STRUCTURALI WIND LOAD CALCS FOR REVIEW. NOTE: G.C. TO COORDINATE ALL ROOF EQUIPMENT PENETRATIONS WITH MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS - SUBMIT TRU55 SHOP DRWGS FOR APPROVAL BEFORE FABRICATION. CALCULATIONS FOR PROJECTED ROOF AREA A TOTAL ROOF AREA = S31S SQUARE FEET / 6 TOTAL NUMBER OF LEADERS OR DOUINSPOUTS B. = 1,553 SQUARE FEET OF HORIZONTAL ROOF AREA TOTAL ROOF PERIMETER = 416 LINEAR FEET X 3 FEET (AVERAGE ROOF HEIGHT) X 509,o / 6 TOTAL NUMBER OF LEADERS OR DOWNSPOUTS C• = 105 SQUARE FEET OF VERTICAL ROOF AREA 1,553 SQUARE FEET (TOTAL HORIZONTAL ROOF AREA) + 105 SQUARE FEET (TOTAL HORIZONTAL) D. = Ik58 SQUARE FEET (TOTAL ROOF AREA PER LEADER OF DOWNSPOUT) REQUIRED DIAMETER AS PER TABLE P1106.2 FOR A RAINFALL RATE OF 5 INCHES PER HOUR = REQUIRED LEADER DIAMETER = 3 INCHES REQUIRED LEADER AREA= -1.00 SQUARE INCHES PROVIDED LEADER DIAMETER = 4 INCHES. PROVIDED LEADER AREA= 12.56 SQUARE INCHES HORIZONTAL PIPING ()=ER TABLE 9,319 S.F. - (6) 5" LEADERS= 1,555 S.F.< 5,116 S.F. (6) 4" DIAMETER LEADERS PROVIDED SECONDARY (EMERGENCY) ROOF DRAINS: (PER TABLE 1107) VERTICAL LEADERS (PER T.4B4.jF 11062): S,319 S.F. - (6) 5" LEADER5= 1,555 5.F.< 6,cl20 S.F. (6) 4" DIAMETER LEADERS PROVIDED HORIZONTAL PIPING ( PER TABLE 1106.2): 9,319 S.F. _ (6) 5" LEADERS= 1,555 S.F.< 5,116 S.F. (6) 4" DIAMETER LEADERS PROVIDED TABLE 1106.20) FLORIDA BUILDING CODE, PLUMBING, 2010 ROOF EQUIPMENT NOTE: I. CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ROOF OPENING DIMENSIONS FOR ROOF TOP EQUIPMENTS WITH EQUIPMENT MANLFACTURER, STRUCTURAL AND MECHANICAL PRAWIWGS- ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES. 2. ALL ROOF EQUIPMENT UNITS SMALL BE LOCATED A MINIMUM OF 10'-0" FROM ALL ROOF EDGES IN ALL DIRECTIONS. A. THE MINIMUM CROSS -SECTIONAL AREA OF THE OVERFLOW SCUPPER SHALL BE THREE TIMES THE GROSS -SECTIONAL AREA OF THE PRIMARY ROOF DRAIN AND THE SCUPPER GROSS -SECTIONAL AREA OF THE PRIMARY ROOF DRAIN AND THE SCUPPER SHALL HAVE A MINIMUM OPENING DIMENSION OF 4 INCHES. SCUPPER CALCULATIONS: (4 X 12 SQ. IN. (CROSS SECTIONAL AREA OF THE PRIMARY ROOF DRAIN) REQUIRED SCUPPER SIZE = 46 SQ. IN. PROVIDED SCUPPER SIZE = 64 SQ. IN. (16 "X4") iffea, C1 a n 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 C t izarro, R.A. - 00 13079 Revisions: Date I Description 0 Z N O H° w� x v W 0 UAq F, a W tx A z V W Q A � z U x � V) M � A H � 4 a o � a N w 0 O U A � 0 0 Ix I� � U W N M x x vi N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO 11 SHEET NAME ROOF PLAN E_ W rn SHEET NUMBER A-3,93 a KALL) FASTENED APPROX wo.c. �' • :TO SHEET METAL COUNTERFLA6HIN& =FASTENER5 APPROX.• 2" AIDE CLIP APPROX. 50" O.C. mom EXTENSION OF FIELD -ABOVE SLOPE PL MEMBRANEBASE ►i00000.0000.MULTIPLE-PLY BUILT-UP ROOF �� ►oO.��.O+.00❖. MEMBRANE TAPERED INSULATION WATERPROOFING MEMBRANE DECAY RE515TANT CANT 5TRIP5 FASTENED TO NAILER5 PRE55URE TREATED WOOD NAILER NOTES: I. ATTACH NAILERS TO DECK WITH SUITABLE FASTENERS. 2. ALL PLIES ARE TO BE SOLIDLY MOPPED TO THE BASE SHEET. CARE SHOULD BE USED NOT TO ADHERE THE BASE SHEET TO THE WALL. 3• THE JOINTS IN THE SHEET METAL COUNTERFLA51HING SHOULD NOT BE SOLDERED. PARAPET FLASHING DETAIL SCALE: 1-1/2"=1'-0" CEMENT PLASTER FINISH RE: ARCH SPEC. NEW STRUCTURE RE: STRUCTURE CONT. THROUGH -WALL FLASHING CEMENT PLASTER STOPPER BACKER ROD 4 TOOLED POLYURETHANE SEALANT SHEET METAL REGLET FASTENERS APPROX. 24" O.G. VENTED BASE SHIFT (DO NOT ADHERE TO WALL) FASTENED APPROX 8"O.C. REMOVABLE SHEET METAL COUNTERFLA5141% FASTENERS APPROX. 8" O.G. 2" WIDE CLIP APPROX. 30" O.G. EXTENSION OF FIELD PLIES ABOVE SLOPE 1/4"/FT. HE'D OF CANT MULTIPLE -PLY MEMBRANE BASE FLASHING (8" MIN. HEIGHT) MULTIPLE -PLY BUILT-UP ROOF MEMBRANE TAPERED INSULATION WATERPROOFING MEMBRANE DECAY RE-515TANT CANT STRIPS FASTENED TO NAILER5 PRE55URE TREATED WOOD NAILER NOTES: NEW MTL. DECK I. ATTACH NAILER5 TO DECK WITH SUITABLE FASTENERS. 2. ALL PLIES ARE TO BE 50LIPLY MOPPED TO THE BASE SHEET. CARE SHOULD BE USED NOT TO ADHERE THE BASE SHEET TO THE WALL. 3. THE JOINTS IN THE SHEET METAL GOUNTERFLA5HING SHOULD NOT BE SOLDERED. BASE FLASHING DETAIL SCALE: 1-1/2" =1'-0" 6 OVERHANG DRAIN STRAINER CLAMPING RING 30" SQUARE MINIMUM, 16 OZ. COPPER FLASHING SET ON FINISHED ROOF IN ROOF CEMENT, PRIME TOP SURFACE BEFORE 5TRIPPING MULTIPLE -PLY MEMBRANE -, MULTIPLE -PLY BUILT-UP 5L=1�g:: TAPERED INSULATION WATERPROOFING MEMBRANE MEMBRANE FIELD PLIES, METAL FLASHING AND STRIPPING PLIES ALL EXTEND UNDER CLAMPING RING TAPERED INSULATION ROOF CAST IRON DRAIN DTL. DECK CLAMP DRAIN BOWL ROOF CAST IRON DRAIN AXONOMETRIC SCALE: 1-1/2" =1'-0" ��`'� SCALE: 311 =1'-011 TEMPERATURE APPROPRIATE TEMPERATURE ELASTOMERIC SEALANT HIGH-DOMED, GAPPED, GASKETED APPROPRIATE ELA5TOMERIC SEALANT DRAWBAND OR WELD UMBRELLA TO STACK FASTENERS (APPROX. IS" O.G., DEPENDING UPON WIND ZONE AND (5YP5UM LINER INSULATE VOID METAL DUCT LINING (SEE AG DRAWINGS) LOCAL CONDITIONS; MINIMUM TWO DRAWBAND OR WELD UMBRELLA TO STACK GOLD STACKS HIGH -DOMED, FASTENERS PER SIDE) GAPPED, . SEALING MATERIAL GASKETED FASTENERS WOOD CURB REMOVABLE SHEET METAL SHEET METAL COUNTERFLA5HING WIhID�ONEAND 5FBG CONDITIONS; FLA5HIN5 RECEIVER MINIMUM TWO FASTENERS PER SIDE) ASTENERS APPROX. 8" O.G. VARIES EXTENSION OF FIELD PLIES REMOVABLE SHEET METAL GOUNTERFLASHING ABOVE HEAD OF CANT z FASTENERS APPROX. 8" O.G. MULTIPLE -PLY MEMBRANE BASE MULTIPLE -PLY MEMBRANE FLASHING (8" MIN. HEIGHT) ( GHT) LOPE I/8" 8N. HE MULTIPLE -PLY BUILT-UP ROOF MULTIPLE -PLY BUILT-UP m Q DECAY RESISTANT ROOF MEMBRANE TAPERED INSULATION CANT 5TRIP5 FASTENED WATERPROOFING MEMBRANE LLTAPERW DECAY RESI TANT CANT WATERPROOFING MEMBRANE TO NAILER5 INSULATION STRIP FASTENED NAILERS NEW MTL. ROOF DECK PR -55URE TREATED WOOD NAILER5 EXISTING STRUCTURE PRE-55URE TREATED WOOL INSULATION, FIRMLY WOOD NAILER5 PACKED, 5" MIN. THICKNE55 CURB BASE FLASHING DETAIL SCALE: 1-1/21' =1'-0" VENT STACK DETAIL SCALE: 1-1/2" =1'-0" BUILT-UP MODIFIED BITUMEN ROOF SYSTEM: -MOBILIZED PROJECT IN A SAFE AND PROFESSIONAL MANNER -REMOVE THE EXISTING BUILT-UP MODIFIED BITUMEN MEMBRANE ROOF SYSTEM DOWN TO THE EXISTING SUBSTRATE. -FURNISH AND INSTALL "JOHNNS MANVILLE" NOAM 13-0129.19 TWENTY (20) YEAR, MULTIPLE PLY MODIFIED BITUMEN ROOF SYSTEM. OR APPROVED EQUAL. -PROVIDE TWENTY YEAR NDL WARRANTY. -PROVIDE TWO (2) YEAR WORKMANSHIP WARRANTY, INCLUDING ONE (1) ROOF INSPECTION- -PROVIDE NEW PARAPET CANT FLASHING AND REGLET THROUGH OUT ROOF PERIMETER DRAIN STRAINER CLAMPING RING 50" SQUARE MINIMUM, 16 OZ. COPPER FLASHING SET ON FIN15HED ROOF IN ROOF CEMENT, PRIME TOP SURFACE BEFORE STRIPPING MULTIPLE -PLY MEMBRANE MULTIPLE -PLY BUILT-UP SL_pp� l!� TAPERED INSULATION WATERPROOFING MEMBRANE MEMBRANE FIELD PLIES, METAL FLASHING AND STRIPPING PLIES ALL EXTEND UNDER CLAMPING RING TAPERED INSULATION Nt BOAL DECK CLAMP EMERGENCY ROOF DRAIN SCALE: 1-1/2" =I'-m" Tc na n 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 Revisions: Date Description O N M a W� U w �+ U a a 0rA w w x A z A w U a m o O H U P� a A 0 a O P4 f� o U w N � x vi a a a N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO 11 SHEET NAME ROOF DETAILS H� w SHEET NUMBER w A-3*4 a 2C ,- tT -t /_I, i I A it A-0-A QA r-^ CT ^= GI/AIA/C ACCA WEST ELEVATION 1 NORTH ELEVATION SOUTH ELEVATION SCALE: 1/6" = V-011 \ `'% SCALE: 116" = V-011 EAST ELEVATION 4 SCALE: 1/6" = V-/TIT KEY NOTES I❑ LEDGESTONE COLUMNS TYR, OWENS CORNING CULTURED STONE COUNTY LEDGESTONE CHARDONNAY C5V-20006. INSTALLATION PER MANUFACTURER 5PE05. RE: X/A-41.0. NEW CANVAS AWNING OVERHANGING ABOVE STOREFRONT TO MATCH EXISTING SHOPPING CENTER, G.G. TO PROVIDE SAMPLE FOR ARCHITECTS APPROVAL. FOR SIZES RE:A-4.00 �3 NEW SMOOTH STUCCO FINISH WALL, FOR PAINT COLOR SEE SHT. A-4.0C ® NEW EIFS MOLDING. SEE DETAIL I/ A-q2. FOR PAINT COLOR SEE 5HT. A-4.00 ❑5 NEW WxW DENTAL SQUARE. SEE DETAIL 2/ A-41.1. FOR PAINT COLOR SEE 5HT. A-4.OG © NEW GROWN MOLDING. SEE DETAIL 1 4 2/A-q.2 Q NEh MEDALLION TO MATCH EXIST. SEE DETAIL 4/A-q.1 ® NEW GOOSE NECK LIGHT FIXTURE TO MATCH EXISTING BUILDING. ® NEW TRUELITE ALUMINUM ANODIZED STOREFRONT, RE: SHT. A-6.0 10 PLANTERS (TYP) RE: 5P-1.0 II 1/2" STUCCO JOINTS, FRY REGLET CHANNEL SCREED # PSG-75-50 12 NEW 6' METAL CANOPY OVERHANG 13 DRIVE THRU WINDOW, RE, FLOOR PLAN NOTE: SEE SHEET A-4.00 FOR BUILDING COLORS ® KEY PLAN I n E- Y " SS P € E Fig A� ;j igg q § i h _ 4 DE SIAMIIwa f U.S. HWY. 301 acTec ni Associates, Inc_ AA26001933 Architecture - Planning - Interior Design 1!4125 N.W. 80th Ave. Suite 303 Miami Lakes, Fl. 33016 T: 786-235-9097 F. 305-362.4420 dtiinfo@dtiarchitect.co www.dtiarchitect.co rizarro, R.A. 0013079 Revisions: Date Description O N M Q O � W x w A U w U F, a H w x A z A � z v � � "' � A � a o a H w Z 0 0� � o U rx 0 a O 1� o w x N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO SHEET NAME ELEVATIONS W SHEET NUMBER W A-4, 0 — . r s , -- ors i w s i-r -=?' 1 WA1 keV11 T'11K1/' Gl rkl me Yr=Ki A -r MTL. CANOPYTO BE PAINTED YV/ DTM PAINT. ICI # AO3OO- BURGUNDY. { COLOR CHART. FOR ICI - t„ — _ (� COLOR (TYP) k Y r, "dn { Y / F ~ Se SLd®NCE LIGHT - - ,.> . ANP LIGHTING � -._ DART ; 15RONZE, - - - O 22® Y�iM3B RY+IT MHIOO ., u _ I 1 -TRUELITE A„J,N,I , 5'OREFRCNTf 7, I (SEE UD �>. ,�STUCCO C.1 y U i 1 � I F; 8 ;mot FOR L✓�,��. �! > � i COLOR: ^�; AL�.�_Nlm. ANODIZED TO 0UNT L rE'ST0NE ffi CHART FCR IC;� M ""CIH EXI t,N�� CENTER PROPOSED LEFT ELEVATION PROPOSED RIGHT ELEVATION SCALE: 311(o' = 1'-0" SCALE: 3/1(o' = V-011 J Z51 y I I Tec 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 dtiinfo@dtiarchitect.com www.dtiarchitect.com �0 C l s arro, R.A. A 013079 Revisions: Date Description 0 0 -0 W � v Q GOw W w U E-i � 0 � W w E-+ � Q Z H W Q � 0 0 � M A 1.4 0 W W 0 o Ix W 0 U M Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO I I SHEET NAME TRAN50t,, 00-.OR. LiJ'€'dI.NU. l &, O. ,�- _ ,. , b-s �`, %� TI!� � � �„�a-a .>��' �aii�a t `t`f �i.:�.�,. , ?'`ice " r��.. , :,.a , te�s�'...��' i ,..®, �J 70) LH � v- rCENTER - HA,DCNNA•`Y° gy5\/®2000& �E-rC.iPP!Na BENTER, L C®R O ELEVATIONS MATERIAL SCHEDULE PROPOSED REAR ELEVATION COLORS BY ICI PAINTS SCALE. 3/16' = 1'-0„ ICI A0083 - #BSYY ?21117 ICI AI&34 - #IDYY 35f146 OWENS CORNING CULTURED STONE CANVAS AWNING -BURGUNDY$ IVORY- W INDIAN LEGEND BROWN BAG COUNTY LEDGES ONEV-2 - TO MATCH SHOPPING CENTERS COLOR GHARDONNAY GSV-2000b � STYLE NUMBER ICI A0124 - #20YY 631258 ICI 04611 - #30YY I2/2a2 CANVAS AWNING -BURGUNDY- TO MATCH SCONCE LIGHT - ANP LIGHTING DARK � A-4*OC FARMERS ALMANAC 5161LIAN SUMMER 5HOPPING CENTERS COLOR 4 STYLE BRONZE, ORB220-WM35-RWT-MHI00 W a I I I I LAff'I' 1 II I if I -L_ 1- 1 1 1 1 I YI 11 , I_ _ I I I I I 1 I'r l .'IILRlflll�l 111�I1!1 --- I- - IC L- - _-- - - I - - ---- -- -- -- - -- I - I I ' I-L 1 11 1 1 1 1 1 1 1 ' ' 1 --- -_ -----I- .. _ _. i I f— — — + 24'-0" _.._ TOP OF PARAPET. SEE STRUCT. DUJ35. J. BEARING 0 LOW POINT. SEE STRUCT. DUGS. 6 I I I "I I + BOTTOM OF GONG. BEAM SEE STRUCT. DUCaS. I 4 I 0 I I _ FF.E. 13 1 A-6.0 2 A-6.0 BUILDING SECTIONS A -A SCALE. 1/4" = 11-011 0 " BUILDING SECTIONS B-B SCALE: 1/4" = 11-011 SECTION KEY NOTES al 8- GMU 4 METAL FRAME PARAPET, 3/4" 3 GOAT SMOOTH STUCCO PAINTED. 2❑ NEW DECORATIVE EIF5 EXTRUSION WITH LIGHT TEXTURE FINISH. GG. SHALL SUBMIT SHOP DWG'5 FOR ARCHITECT'S REVIEW. 60. SHALL INSTALL AS MANUFACTURER'S RECOMMENDED SPECIFICATIONS. 3❑ 3/4" THICK STUCCO FIN15H IN (3) GOATS ON PAPER BACKED METAL LATH (1) LAYER ON 30 LB. FELT PAPER ON 5/8" EXTERIOR 6RADE DENS6LA55 SHEATHING SECURELY ATTACHED TO 2X8 PT ® 52" ON 8" 16 GA. STUD FRAMING SPACED ® 16" O.G. 6.G. SHALL PROVIDE CONTROL JOINTS AS SPECIFIED IN EXTERIOR ELEVATIONS. (10'-0" O.G. MAX) PAINT FIN15H TO BE SELECTED BY ARCHITECT/OWNER. ® LEDGE5TONE COLUMNS (TYP) OWEN5 CORNING CULTURED STONE COUNTY LEDGESTONE- GHAR12ONAY CW-20006. GG. PROVIDE SAMPLE AND INSTALL AS PER MANUFACT. RECOMMEND. STEEL GIRDER. SEE 5TRUCTURAL DRAWINGS. © FIRE RATED CANVAS CANOPY. 6G. SHALL PROVIDE SHOP DRAWING 4 INSTALL A5 PER MANUFACTURER SPECS. SEE EXTERIOR ELEV. FOR COLOR SPEC. ❑1 REINFORCE CONCRETE BEAM. RE: STRUCTURE. ® COPING FLASHING AND COUNTER FLA5HIN6 SECURELY ATTACHED TO P.T. WOOD NAILER. COLOR TO BE SELECTED BY OWNER / ARCHITECT. ® b- STEEL COLUMN. SEE STRUCTURAL OWG'S . 10 IMPACT RE51STANT WINDOW -DOOR STOREFRONT, COLOR ALUMINUM ANODIZED TO MATCH EXISTING SHOPPING CENTER. RE: WINDOW -DOOR SCHEDULE. II BOND BEAM GAP. SEE STRUCTURAL DW6'5. 12 CONTINUOUS METAL COPING SECURELY ATTACHED TO 5/6 DEN56LA55 ON 5-5/6" 20 GA METAL FRAMIN6 AT 16" O.G. SEE STRUCTURE. 13 CONCRETE FOOTIN6, RE: STRUCTURE. 14 CONTINUOUS 1/2" EXPANSION FIBER, TYP. 15 6 MIL. V15OUEEN 5TEC70 WRAP POLYETHYLENE OVER WELL COMPACTED FILL. SEE STRUCTURAL DRAMN65, TYP. Ib STEEL JOISTS. RE: SEE STRUCTURE DWG'S. I� EXPOSED WALL IS PAINTED GONG. BLOCK W/ 2 GOATS RU5T-OLEUM WATERTITE LV (LOW VOG) F1-,11 CONCRETE COLUMN. 5EE STRUCTURAL 12W6'5. 20 WA 21 4" THRESHOLD GONG. SLAB BELOW DOORS. RE: I1,12/ A-3.1 22 ROOF INSULATION. SEE ROOF PLAN d ROOF DETAILS. 23 WELL COMPACTED FILL. 24 METAL DECK. ,RE: STRUCTURE. 25 CONCRETE BEAM/BOND BEAM SEE STRUCTURAL DW6'5 26 I HR RATED DEM151N6 PARTITION - SEE WALL TYPES SHEET A- 27 4 REINFORCED 5LA5 ON GRADE 28 ROOF SYSTEM JOHN MANSVILLE 555 MODIFIED BITUMEN W/ 6LA5KAP GR MEMBRANE, N.O.A. 13-012q.lq OR EQUAL. PROVIDE MIN. 4" INSULATION W/ MIN. R-Iq INSULATION VALUE. 2q 24 GA. GALVANIZED STEEL 05M" 5URFACE MOUNTED REGLET AS MANUFACTURED BY -FRYRE6LET" OR APPROVED EQUAL. 6.6. SHALL APPLY POLYURETHANE SEALANT A5 REQUIRED BY MANUFACTURER AT TOP AND IN RECE55 TO SEAL A&AIN5T WATER PENETRATION. 30 TERMINATION BAR A5 MANUFACTURED BY "FRYREGLET" OR APPROVED EQUAL. G.G. SHALL PROVIDE SEALANT AS REQUIRED BY MANUFACTURER. 31 RUBEROID BASE FLASHING. 32 CONTINUOUS 4" ENERGY&UARD CANT STRIP SET IN BITUMEN AS MANUFACTURED BY JOHN MANSVILLE 33 I" GYP BD ON I" FURRING VV R=4.1 RIGID INSULATION IN CAVITY TO UNDERSIDE OF DECK ® 2 x 12 P. T. WOOD NAILER 35 STEEL ANGLE AT 16" O.G. IN METAL STUDS OR CONCRETE GAP. SEE STRUCTURAL DRAWINGS. ® CONT. 226A TOP CHANNEL FAST. TO STRUCTURE W/ LOW VELOCITY POWER ACTUATED PIN5-TYP. 3i PROVIDE FIRE 5AFIN6 AND SEALANT AROUND ENTIRE PERIMETER OF DEM151NG PARTITION.. ® R-19 BATT INSULATION 3q I/2" STUCCO JOINTS, FRY REGLET CHANNEL SCREED # P56-75-50 pTec 0n Associates, Inc. AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, F.I. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com roTv� arro, R.A. 13079 Revisions: Date Description V W l--I A z W U M A a o � 0 H Z 1z" 0 0? O H U � a 0 � O P4 a W N x a N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO 11 SHEET NAME BUILDING SECTIONS H� W SHEET NUMBER A-500 + 24'-0" TOP OF PARAPET. SEE STRUCT. DWGS. + 1.1'-4" J. BEARING -w LOW POINT. SEE STRUCT. DWGS. I + 10'-0" NV BOTTOM OF CONC. BEAM SEE STRUCT. DWGS. F.F E. + 24'-0' TOP OF PARAPET. SEE STRIJCT. Ouns. +W J. WARM a HIGH SEE STfWCT. DWGS. 4 0.. FPS. 13 BUILDING SECTIONS C-C SCALE. 1/4" = 1'-0" 2 A-6.1 I SECTION KEY NOTES ❑I 8- GMU 4 METAL FRAME PARAPET, 3/4" 3 GOAT SMOOTH 5TU000 PAINTED. �2 NEW DECORATIVE EIF5 EXTRUSION WITH LIGHT TEXTURE FINISH. 64. SHALL SUBMIT SHOP DA6'5 FOR ARCHITECT'S REVIEA. CO. SHALL INSTALL AS MANUFAGTURER'5 RECOMMENDED SPECIFICATIONS. 0 3/4" THICK STUCCO FINISH IN (5) GOATS ON PAPER BACKED METAL LATH (1) LAYER ON 30 LB. FELT PAPER ON 5/6" EXTERIOR GRADE DEN56LA55 5HEATHING SECURELY ATTACHED TO 2X8 PT ® 52" ON 8" 16 GA. STUD FRAMING SPACED a 16" O.G. G.G. SHALL PROVIDE CONTROL JOINTS AS SPECIFIED IN EXTERIOR ELEVATION5. (10'-0- O.G. MAX) PAINT FIN15H TO BE SELEGTr-D BY ARCHITECT/OWNER. ® LEDGE5TONE COLUMNS (TYP) OAENS CORNING CULTURED STONE COUNTY LE0GE5TONE- GHARDONAY C5V-20006. GG. PROVIDE SAMPLE AND INSTALL A5 PER MANUFACT. RECOMMEND. ❑5 STEEL GIRDER. SEE 5TRUGTURAL DRAWINGS. © FIRE RATED CANVAS CANOPY. GC. SHALL PROVIDE SHOP DRAWING d INSTALL AS PER MANUFACTURER 5PEC5. SEE EXTERIOR ELEV. FOR COLOR SPEC. REINFORCE CONCRETE BEAM. RE: STRUCTURE. ® COPING FLASHING AND COUNTER FLA5HIN6 SECURELY ATTACHED TO P.T. WOOD NAILER. DOLOR TO BE SELECTED BY OWNER / ARCHITECT. �q 6" STEEL COLUMN. SEE STRUCTURAL DWG'5 . 10 IMPACT RE815TANT WINDOW -DOOR STOREFRONT, COLOR ALUMINUM ANODIZED TO MATCH EXISTING SHOPPING CENTER. RE: WINDOW -DOOR SCHEDULE. nil BOND BEAM GAP. SEE 5TR141LRAL. D100 S. 12 CONTINUOUS METAL COPIN6 SECURELY ATTACHED TO 5/8" DEN56LA55 ON 3-5/8" 20 GA METAL FRAMING AT 16" O.G. SEE STRUCTURE. 13 CONCRETE FOOTING, RE: STRUCTURE. 14 CONTINUOUS I/2" EXPANSION FIBER, TYP. IS 6 MIL. V15OUEEN STEW WRAP POLYETHYLENE OVER WELL GOMPAGTED FILL. SEE STRUCTURAL DRAWIN65, TYP. 561 STEEL JOISTS. RE: SEE STRUCTURE VMS. 17 EXPOSED WALL IS PAINTED GONG. BLOCK YV/ 2 GOATS RIUST-OLEUM AATERTITE LV (LOW VOG) Fi-,41 CONCRETE COLUMN. SEE STRUCTURAL DAG'S. 20 WA 21 4" THRESHOLD LONG. SLAB BELOW DOORS. RE: 11,12/ A-3.1 22 ROOF INSULATION. SEE ROOF PLAN E ROOF DETAILS. 23 WELL COMPACTED FILL. 24 METAL DECK. ,RE: STRUCTURE. 25 CONCRETE BEAM/BOND BEAM SEE STRUCTURAL DW6'S 26 I HR RATED DEMISING PARTITION - SEE WALL TYPE5 SHEET A- 2'1 4" REINFORCED SLAB ON 6RADE 26 ROOF SYSTEM JOHN MANSVILLE 5BS MODIFIED BITUMEN Al 6LASKAP OR MEMBRANE, N.O.A. 13-01241.1cl OR EQUAL. PROVIDE MIN. 4" INSULATION A/ MIN. R-IQ INSULATION VALUE. 29 24 GA. GALVANIZED STEEL "5M" SURFACE MOUNTED RE6LET A5 MANUFACTURED BY "FRYREGLET" OR APPROVED EQUAL. 6.C. SHALL APPLY POLYURETHANE SEALANT AS REQUIRED BY MANUFACTURER AT TOP AND IN RECESS TO SEAL AGAINST WATER PENETRATION. ® TERMINATION BAR AS MANUFACTURED BY "FRYREGLET" OR APPROVED EQUAL. G.G. SHALL PROVIDE SEALANT AS REQUIRED BY MANUFACTURER. 31 RUBEROID BASE FLASHING. 32 CONTINUOUS 4" ENER6YGUARD CANT STRIP SET IN BITUMEN A5 MANUFACTURED BY JOHN MANSVILLE 33 I" GYP BD ON I" FURRING Al R=4.1 RIGID INSULATION IN CAVITY TO UNDERSIDE OF DECK ® 2 x 12 P. T. ROOD NAILER 35 STEEL ANGLE AT 16" O.G. IN METAL STUDS OR CONCRETE GAP. SEE STRUCTURAL DRAAING5. ® CONT. 226A TOP CHANNEL FAST. TO STRUCTURE A/ LOW VELOCITY POWER ACTUATED PIN5-TYP. 31 PROVIDE FIRE 5AFING AND SEALANT AROUND ENTIRE PERIMETER OF DEMISING PARTITION.. 38 R-IQ BATT INSULATION 39 1/2" STUCCO JOINTS, FRY REGLET CHANNEL SCREED # P56-15-50 I I I r, � I V—IJ r 24 I ' a \ k 9 9 I 10 Im I 10 I 10 ID n ID10 1 I : lut I } IE I L_ - •c ..r ..r,.r.I z; - Ki r� J BUILDING SECTIONS D-D SCALE: 3/16" = 1'-0" RAM N . Tec w e�'i 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,dtiarch itect.com Pizarro, R.A. 0013079 Revisions: Date Description A W U 0 P tn � � 0 a a� o � o H � a Z 0� 0 ,-a 0 U � � a W � 0 a O � 0 U W N x � x N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO SHEET NAME BUILDING SECTIONS (- W Un SHEET NUMBER W A-59 I a ill''luIIILI II I it III, q 11 _ _ I ll 1-1 ! -I I -i -I - - - _ I111il'111-''_9L1IIII I_' I I I I I I - - I_ I - - I I - I - 1 11 l _ _ I I I II --LEL 1 _ - - - - - 12 + 24'-0" _ TOP OF PARAPET. SEE STRUCT. DWGS. f - I Il I i + IT-411 JOISt SEARINCs. L POINT SEE STRUCT. DWCxS. 35 34 1 A-9.2 1 ' 30 - 29 31 32 28 22 12 + 24'-011 TOP OF PARAPET. SEE STRUCT. DWCxS. 8 1 ©� 2�5r JOIST 5EARING. 0 LCJ POINT SEE STRUCT. M)36. x ;x 1 A-92 4 i I I 1 I i 19 — - 16 3 d A-9.2 121 141 + 01-011 14 F.F. __.. _...__ _ _.__ -_ __...__ _-\ F1 ■ m n6c�--3- 1 /4" e 1 N + 10'-0" 50TTOM OF GONG. 5 AM SEE STRUCT. DWC:S. WALL SECTION 2 SCALE: 3/4" 131 4 0 C E III 33 33 21 35 34 1i :301 = 29 � :311 :32fl 28 22 SECTION KEY NOTES ❑1 8" GMU 4 METAL FRAME PARAPET, 3/4" 3 GOAT SMOOTH STUCCO PAINTED. 2❑ NEW DECORATIVE EI175 EXTRU51ON WITH L16HT TEXTURE FINISH. 60. SHALL SUBMIT SHOP DW65 FOR ARCHITECT'S REVIEW. 6G. SHALL INSTALL A5 MANUFAGTURER'5 RECOMMENDED SPECIFICATIONS. 3 3/4" THICK STUCCO FIN15H IN (3) GOAT5 ON PAPER BACKED METAL LATH (1) LAYER ON 30 LB. FELT PAPER ON 5/8" EXTERIOR GRADE DEN56LA55 5HEATHING SECURELY ATTACHED TO 2X5 PT @ 32" ON 8" 16 6A. STUD FRAMING SPACED ®. 16" O.G. G.G. SHALL PROVIDE CONTROL JOINTS A5 SPECIFIED IN EXTERIOR ELEVATIONS. (10'-0" O.G. MAX.) PAINT FIN15H TO BE SELECTED BY ARCHITECT/OWNER. ® LED6E5TONE COLUMNS (TYP) OWEN5 CORNING CULTURED STONE COUNTY LED6E5TONE- CHARDONAY 05V-20006. 6C. PROVIDE SAMPLE AND INSTALL AS PER MANUFAGT. RECOMMEND. STEEL GIRDER. SEE STRUCTURAL ORAWIN65. © FIRE RATED CANVAS CANOPY. 6C. SHALL PROVIDE SHOP DRAWING 4 INSTALL A5 PER MANUFACTURER SPECS. SEE EXTERIOR ELEV. FOR COLOR SPEC. REINFORCE CONCRETE BEAM. RE: STRUCTURE. ® COPING FLA5HIN6 AND COUNTER FLA5HING SECURELY ATTACHED TO P.T. WOOD NAILER. COLOR TO BE SELECTED BY OWNER / ARCHITECT. ® 6" STEEL COLUMN. SEE 5TRUCTURAL DWG'S . 10 IMPACT RE515TANT WINDOW -DOOR STOREFRONT, COLOR ALUMINUM ANOD I ZED TO MATCH EXI5TIN6 5HOPPING CENTER. RE: WINDOW -DOOR SCHEDULE. II BOND BEAM GAP. SEE STRUCTURAL DW6'S. 12 CONTINUOUS METAL COPING SECURELY ATTACHED TO 5/5" DEN56LA55 ON 3-5/5" 20 GA METAL FRAMING AT 16" O.G. 5EE STRUCTURE. 13 CONCRETE FOOTING, RE: STRUCTURE. 14 CONTINUOUS 1/2" EXPAN51ON FIBER, TYP. Fi-51 6 MIL. V15QUEEN 5TE60 WRAP POLYETHYLENE OVER WELL COMPACTED FILL. SEE STRUCTURAL DRAWING5, TYP. Fiol STEEL JOISTS. RE: SEE STRUCTURE DWG'S. F7 EXP05ED WALL IS 1 PAINTED GONG. BLOCK W/ 2 GOATS RU5T-OLEUM WATERTITE LV (LOW VOG) i- I GONORETE COLUMN. SEE STRUCTURAL DWG'S. 20 N/A 21 4" THRESHOLD GONG. SLAB BELOW DOORS. RE: 11,12/ A-3.1 22 ROOF INSULATION. SEE ROOF PLAN 4 ROOF DETAILS. 23 WELL COMPACTED FILL. 24 METAL DECK. ,RE: STRUCTURE. 25 CONCRETE BEAM/BOND BEAM SEE STRUCTURAL PASS 26 I HR RATED DEM151NG PARTITION - SEE WALL TYPES SHEET A- 2� 4" REINFORCED SLAB ON GRADE 28 ROOF SYSTEM JOHN MAN5V I LLE 555 MODIFIED BITUMEN Al GLA5KAP OR MEMBRANE, N.O.A. 13-0121.11 OR EQUAL. PROVIDE MIN. 4" INSULATION Al MIN. R-11 INSULATION VALUE. 21 24 6A. GALVANIZED STEEL "5M" SURFACE MOUNTED RE6LET A5 MANUFACTURED BY "FRYRE6LET" OR APPROVED EQUAL. G.G. SHALL APPLY POLYURETHANE SEALANT A5 REQUIRED BY MANUFACTURER AT TOP AND IN REGE55 TO SEAL A6AIN5T WATER PENETRATION. 30 TERMINATION BAR AS MANUFACTURED BY "FRYRE6LET" OR APPROVED EQUAL. G.G. SHALL PROVIDE SEALANT AS REQU I RED BY MANUFACTURER. 31 RUBER01 D BASE FLA5HI N6. 32 CONTINUOUS 4" ENER6Y6UARD CANT STRIP SET IN BITUMEN A5 MANUFACTURED BY JOHN MAN5VILLE 33 9" GYP BD ON I" FURRING W/ R=4.1 RIGID INSULATION N CAVITY TO UNDER51 DE OF DECK 34 2 x 12 P. T. WOOD NAILER 35 STEEL ANGLE AT 16" O.G. IN METAL STUDS OR CONCRETE GAP. SEE STRUCTURAL DRAWING5. 36 CONT. 226A TOP CHANNEL FAST. TO STRUCTURE W/ LOW VELOC I TY POWER ACTUATED PINS-TYP. 37 PROVIDE FIRE SAFING AND SEALANT AROUND ENTIRE PERIMETER OF DEM151NG PARTITION.. 38 R-11 BATT INSULATION 3a 1 /2" STUCCO JOINTS, FRY RE6LET CHANNEL 5GREED # P5G--75-50 1 , E;C 1 na 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 I dtiilnfo@dtiarchitect.cdtnm www.dtiarchitect.ca `yp ar o arro, R.A. 013079 Revisions: Date Description V W H Az ~ W U 0 x 0 a kn � 0 � 0 H �z 0 0 H U � PO A 0 a 0 0 U W N x �? a N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO SHEET NAME WALL SECTIONS W� `n SHEET NUMBER F�1 a A-6*0 l l H' it L f. i I' _ I 1 ! I I _ '_ u!! ! ! _II 11 -11" L L91L11L 11 I_---- --_ _ L 111 I - L---.II---L�l�_11L1_ll + 24'-(0" TOP OF PARAPET_ SEE STRUCT. Our -as. 1 12 1 2 + 111-4" JOIST SEARING. 6 LOW POINT SEE STRUCT. OW-38. F i I t! + 01-011 E-- � C 0 0 w :' N 33 I 4 A-9.2 .. d S. 23 21 WALL SECTION 12 3$ +241-011 XX X X SEE STRUCT. DW39. Ai. X", ° 34 h - <k 30 29 ;; 31 1 32 =1 28 22 WALL SECTION SCALE. 3/4" = I'-0" SECTION KEY NOTES I❑ 8" GMU $ METAL FRAME PARAPET, 3/4" 3 GOAT SMOOTH 5TUGG0 PAINTED. �2 NEW DECORATIVE EIFS EXTRU51ON WITH LIGHT TEXTURE FIN15H. GC. 5HALL SUBMIT SHOP DWG'S FOR ARGHITEGT'S REVIEW. GC. 5HALL INSTALL A5 MANUFACTURER'5 RECOMMENDED 5PECIFICATION5. ❑3 5/4 THICK 5TUCGO FIN15H IN (3) COAT5 ON PAPER BACKED METAL LATH (1) LAYER ON 30 LB. FELT PAPER ON 5/6" EXTERIOR GRADE DEN56LA55 5HEATHIN6 5EGURELY ATTACHED TO 2X8 PT @ 32" ON 8" 16 GA. 5TUD FRAMING 5PAGED @ 16" D.G. G.G. 5HALL PROVIDE CONTROL JOINTS A5 5PEGIFIED IN EXTERIOR ELEVATION5. (10'-0" O.G. MAX,) PAINT FIN15H TD BE SELECTED BY ARGHITECT/OWNER. ® LE06E5TONE COLUMNS (TYP) OWEN5 CORNING CULTURED STONE COUNTY LEDGE5TONE- CHARDONAY 05V-20006. GC. PROVIDE 5AMPLE AND INSTALL A5 PER MANUFACT. RECOMMEND. ❑ 5TEEL GIRDER. 5EE 5TRUCTURAL DRAWIN65. 6 FIRE RATED GANVA5 CANOPY. GG. 5HALL PROVIDE 5HOP DRAWING 4 I N5TALL A5 PER MANUFACTURER 5PE05. 5EE EXTERIOR ELEV. FOR COLOR 5PEG. ❑ REINFORCE CONCRETE BEAM. RE: STRUCTURE. ® COPING FLA5HING AND COUNTER FLA5HING 5ECURELY ATTACHED TO P.T. WOOD NAILER. COLOR TO BE 5ELEGTED BY OWNER / ARCHITECT. ® 6" STEEL COLUMN. 5EE STRUCTURAL DWG'5 . 10 IMPACT RE515TANT WINDOW -DOOR STOREFRONT, COLOR ALUM I NUM ANODIZED TO MATCH EXI5TING 5HOPPIN6 CENTER. RE: WINDOW -DOOR 50HEDULE. II BOND BEAM GAP. SEE 5TRUGTURAL DWG5. 12 CONTINUOUS METAL COPING SECURELY ATTACHED TO 5/8" DEN56LA55 ON 3-5/6" 20 GA METAL FRAMING AT 16" O.G. 5EE 5TRUCTURE. FI-31 CONCRETE FOOTING, RE: 5TRUCTURE. 14 CONTINUOU5 1/2" EXPAN51ON FIBER, TYP. 15 6 MIL. V15QUEEN 5TE60 WRAP POLYETHYLENE OVER WELL COMPACTED FILL. 5EE STRUCTURAL DRAWINGS, TYP. I6 5TEEL J015T5. RE: 5EE STRUCTURE DWG'S. 17 EXP05ED WALL IS PAINTED GONc, BLOCK W/ 2 COAT5 RUST-OLEUM WATERTITE LV (LOW VOC) I� CONCRETE COLUMN. 5EE 5TRUGTURAL DWG'S. 20 N/A 21 4" THRE514OLD GONG. 5LAB BELOW DOOR5. RE: 11112/ A-3.1 22 ROOF INSULATION. 5EE ROOF PLAN 4 ROOF DETAIL5. 23 WELL COMPACTED FILL. 24 METAL DECK. ,RE: STRUCTURE. 25 CONCRETE BEAM/BONO BEAM 5EE 5TRUCTURAL DWG'S 26 I HR RATED DEM151NG PARTITION - 5EE WALL TYPE5 5HEET A- 27 4" REINFORCED SLAB ON GRADE 28 ROOF 5Y5TEM JOHN MANSVILLE 5155 MODIFIED BITUMEN W/ 6LA5KAP OR MEMBRANE, N.O.A. 13-0121.11 OR EQUAL. PROVIDE MIN. 4" IN5ULATION W/ MIN. R-11 IN5ULATION VALUE. 2Q 24 GA. GALVANIZED 5TEEL "5M" SURFACE MOUNTED REGLET A5 MANUFACTURED BY "FRYREGLET" OR APPROVED EQUAL. G.G. 5HALL APPLY POLYURETHANE 5EALANT A5 REQUIRED BY MANUFACTURER AT TOP AND IN RECE55 TO SEAL AGA I N5T WATER PENETRATION. 30 TERMINATION BAR A5 MANUFACTURED BY "FRYREGLET" OR APPROVED EQUAL. G.G. 5HALL PROVIDE 5EALANT A5 REQU I RED BY MANUFACTURER. 31 RUBEROID BA5E FLASHING. 32 GONTINUOU5 4" ENERGYGUARD CANT 5TRIP 5ET IN BITUMEN A5 MANUFACTURED BY JOHN MANSVILLE 33 9" GYP BD ON I" FURRING W/ R=4.1 RIGID INSULATION IN CAVITY TO UNDER51DE OF DECK 34 2 x 12 P. T. WOOD NAILER 35 5TEEL ANGLE AT 16" O.G. IN METAL 5TUD5 OR CONCRETE GAP. 5EE STRUCTURAL DRAWINGS. 36 CONT. 226A TOP CHANNEL FA5T. TO STRUCTURE W/ LOW VELOCITY POWER ACTUATED PINS-TYP. 37 PROVIDE FIRE 5AFIN6 AND 5EALANT AROUND ENTIRE PERIMETER OF DEM151NG PARTITION.. 38 R-IQ BATT INSULATION 3q 1/2" 5TUCG0 JOINTS, FRY REGLET CHANNEL 5GREED # P50-15-50 U. e Ted,. - 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 wurvv. d ti a rch itect. co m i R.A. - VVIOV/7 Revisions: Date Description O a �7 H Z o O -0 W U Q �w w U 0 w H o� o a > h O A z ►� H WM v 0 z A � a 0 H H a w 0 � � o H U P� 0 a O U a W x 0-1a x N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO SHEET NAME WALL SECTIONS H� W SHEET NUMBER A-6e 1 a _L 1 11 1 _ I I L' �C �11 ,IL' I II!' Ir l laL l�l _I_ L _ I I �_-1� _ _ ILL - - - —� — - 14 21 15 IF 1 24 9 28 22 151 191 14 21 IN T�S�r'L- ._ II 2IL _.--- 28 22 '3� k i Jt00,. ,�� 7C;M,i:, �• ,� �<;� � y. _< ' ✓.� y � .,: X :� � ,� a� y�y-�., , � � ,.'., , h; � �," �<; � � It 24 il—/ JL JL 37 5 36 38 10 26 36 21 s . 15 23 WALL SECTION SECTION KEY NOTES ❑I 5" GMU 4 METAL FRAME PARAPET, 5/4" 3 GOAT SMOOTH STUCCO PAINTED. a NEW DECORATIVE EIF5 EXTRUSION WITH LIGHT TEXTURE FINISH. GG. SHALL SUBMIT SHOP DWG'5 FOR ARCHITECT'S REVIEW. GC. SHALL INSTALL AS MANUFACTURER'S RECOMMENDED 5PECIFICATION5. 30 5/4" THICK STUCCO FIN15H IN (3) GOAT5 ON PAPER BACKED METAL LATH (1) LAYER ON 30 LB. FELT PAPER ON 5/8" EXTERIOR GRADE DEN56LA55 5HEATHING SECURELY ATTACHED TO 2X8 PT @ 52" ON 8" 16 GA. STUD FRAMING 5PACE12 @ 16" O.G. G.G. SHALL PROVIDE CONTROL JOINTS AS SPECIFIED IN EXTERIOR ELEVATIONS. (10'-0" O.G. MAX) PAINT FIN15H TO BE SELECTED BY ARCHITECT/OWNER. ® LEDGE5TONE COLUMNS (TYP.) OWEN5 CORNING CULTURED STONE COUNTY LEDGE5TONE- CHARDONAY 05V-20006. GC. PROVIDE SAMPLE AND INSTALL AS PER MANUFACT. REGOMMEND. STEEL G 1 RDER. SEE STRUCTURAL DRAWI NG5. © FIRE RATED CANVAS CANOPY. GC. SHALL PROVIDE SHOP DRAWING 4 INSTALL A5 PER MANUFACTURER SPECS. SEE EXTERIOR ELEV. FOR COLOR SPEC. l❑ REINFORCE CONCRETE BEAM. RE: STRUCTURE. ® COPING FLASHING AND COUNTER FLA5HIN67 SECURELY ATTACHED TO P.T. WOOD NAILER. COLOR TO BE SELECTED BY OWNER / ARCHITECT. ® 6" STEEL COLUMN. SEE STRUCTURAL DWG'S . 10 IMPACT RE515TANT WINDOW -DOOR STOREFRONT, COLOR ALUMINUM ANODIZED TO MATCH EXI5TING 5HOPPING CENTER. RE: WINDOW -DOOR SCHEDULE. II BOND BEAM GAP. SEE STRUCTURAL DW6'5. 12 CONTINUOUS METAL GOPI NG SECURELY ATTACHED TO 5/5" DEN56LA55 ON 3-5/S" 20 GA METAL FRAMING AT 16" O.G. SEE STRUCTURE. F551 CONCRETE FOOTING, RE: STRUCTURE. 14 CONTINUOUS 1/2" EXPAN51ON FIBER, TYP. 15 6 MIL. VI5QUEEN STEW WRAP POLYETHYLENE OVER WELL COMPACTED FILL. SEE STRUCTURAL DRAWING5, TYP. 5-61 STEEL JOISTS. RE: SEE STRUCTURE DW6'5. Il EXP05ED WALL IS PAINTED GONG. BLOCK YV/ 2 GOATS RUST-OLEUM WATERTITE LV (LOW VOC) Iq CONCRETE COLUMN. SEE STRUCTURAL DW65. 20 N/A 21 4" THRESHOLD GONG. SLAB BELOW DOORS. RE: 11,12/ A-3.1 22 ROOF INSULATION. SEE ROOF PLAN 4 ROOF DETAILS. 23 WELL COMPACTED FILL. 24 METAL DECK. ,RE: STRUCTURE. 25 CONCRETE BEAM/BOND BEAM SEE STRUCTURAL DW6'5 26 I HR RATED DEM151NG PARTITION - SEE WALL TYPES SHEET A- 214" REINFORCED SLAB ON GRADE 26 ROOF SYSTEM JOHN MANSVILLE 555 MODIFIED BITUMEN W/ GLA5KAP GR MEMBRANE, N.O.A. 13-0121.Iq OR EQUAL. PROVIDE MIN. 4" INSULATION W/ MIN. R-11 INSULATION VALUE. 2q 24 GA. GALVANIZED STEEL "5M" SURFACE MOUNTED REGLET A5 MANUFACTURED BY "FRYREGLET" OR APPROVED EQUAL. G.G. SHALL APPLY POLYURETHANE SEALANT AS REQUIRED BY MANUFACTURER AT TOP AND IN RECE55 TO SEAL AGAIN5T WATER PENETRATION. 30 TERMINATION BAR A5 MANUFACTURED BY "FRYREGLET" OR APPROVED EQUAL. G.G. SHALL PROVIDE SEALANT AS REQUIRED BY MANUFACTURER. F5-il RUBEROID BASE FLA5HING. 32 CONTINUOUS 4" ENERGYGUARD CANT STRIP SET IN BITUMEN A5 MANUFACTURED BY JOHN MANSVILLE 33 8" GYP BD ON I" FURRING W/ R=4.1 RIGID INSULATION IN CAVITY TO UNDERSIDE OF DECK 34 2 x 12 P. T. WOOD NAILER 35 STEEL ANGLE AT 16' O.G. IN METAL STUDS OR CONCRETE GAP. SEE STRUCTURAL DRAM NG5. 36 GONT. 226A TOP CHANNEL FAST. TO STRUCTURE W/ LOW VELOCITY POWER ACTUATED PIN5-TYP. 5-il PROVIDE FIRE 5AFING AND SEALANT AROUND ENTIRE PERIMETER OF DEM151NG PARTITION.. 38 R-Iq BATT INSULATION a 1/2" STUCCO JOINTS, FRY REGLET CHANNEL 5GREED # P5G-15-50 r x e5, xr Te c n n Associates, Inc_ AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, F1.33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com arro, R.A. 013079 Revisions: Date Description O O pp Z N M O wo w� W U A L U 0 H W as A z A H w U 0 1:4 R m A a 0 H � a � � a z 0 � o U � a 0 a O � 0 W N x a N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO SHEET NAME WALL SECTIONS W SHEET NUMBER W A-6,52 a N AWOMEN RESTROOM ELEVATION 3 Al WOMEN RESTROOM ELEVATION CWOMEN RESTROOM ELEVATION DWOMEN RESTROOM ELEVATION ENLARGED RESTROOMS SCALE:1/2"=1'-0" A MEN RESTROOM ELEVATION B I MEN RESTROOM ELEVATION C MEN RESTROOM ELEVATION D MEN RESTROOM ELEVATION TOILET ACCESSORY SCHEDULE ACCESSIBILITY NOTES ACCESSIBILITY NOTES NOTE: (FOR BLDGS ACCESSIBLE TO THE PUBLIC) OEXISTING G.W.B. CONTRACTOR TO PATCH AND REPAINT. NOTES: -BUILDING ENTRANCE SHALL BE ON AN ACCESSIBLE ROUTE -RESTROOMS SHALL BE PROVIDED WITH GRAB BARS CONTRACTOR IS TO VERIFY THAT ALL EXISTING BATHROOM FIXTURES INCLUDING THOSE LISTED IN OB TOILET, SEE PLUMBING DRAWINGS. SCOPE (NOT INTENDED AS A CONSTRUCTION SEQUENCE) EXISTING RESTROOM: WITH NO CHANGE IN LEVEL OF MORE THAN 1/2" ALONG ROUTE AND MAX LEVEL CHANGE OF 1/2" AT ENTRY AROUND TOILETS, INSTALLED ACCORDING TO THE ILLUSTRATIONS SHOWN. TOILETS SHALL BE INSTALLED SO AS THE ABOVE LEGEND ARE TO COMPLY WITH THE 2001 F.B.G. "ACCESSIBLE ALL NEW AND EXISTING BATHROOM FIXTURES ARE TO COMPLY WITH THE BRADLEY 832, I I/4" O.D. 18GA. S/S GRABBARS, W/ - REMOVE AND REPLACE ACCESSORIES PER THE ABOVE TOILET ACCESSORIES SCHEDULE. DOORS OR THRESHOLDS. TO ALLOW A GRAB BAR TO BE INSTALLED ON ONE SIDE OF FIXTURE AND MINIMUM CLEARANCE BETWEEN TOILET MOUNTING HEIGHT REQUIREMENTS" SHOWN (THIS SHEET) AND WITH THE O FLANGES t ESCUTCHEONS, 36" t 42" LONG AS SHOWN. - EXISTING GRABBARS To REMAINi CONTRACTOR SHALL VERIFY THAT -ALL DOORS IN ACCESSIBLE UNITS SHALL PROVIDE A CLEAR AND ADJACENT FIXTURES OR WALLS SHALL BE 16". 2001 F.B.C. CONTRACTOR IS TO VERIFY AND PROVIDE BACKING FOR ALL NEW AND EXISTING WALL -MOUNTED GRABBARS ARE SOLIDLY ATTACHED TO THE WALL AT HEIGHTS AND OPENING OF 32 INCHES WHEN DOOR IS OPEN TOP OF GRAB BARS SHALL BE MOUNTED * 33" AFF. WHERE PLUMBING; FIXTURES AND GRAB BARS. O PROVIDE 5/6" G.W.B. PAINT AS PER FINISHES PLAN. LOCATIONS COMPLYING W/ ADA - SEE TYP. 90 DEGREES (A STANDARD 34 INCH DOOR PROVIDES AN TANK TOILETS USED, REAR BARS SHOULD BE a 36" AFF. BRADLEY MODEL 250-15 PAPER TOWEL DISPENSER ACCESSORY MOUNTING HEIGHTS THIS DRAWING. IF INCORRECTLY ACCEPTABLE NOMINAL 32 INCH OPENING) TOILET HEIGHT SHALL BE 19" TO 20" AS SHOWN, FLOOR MTO CONTRACTOR IS TO VERIFY AND PROVIDE INSULATION FOR ALL NEW AND EXISTING HOT WATER E O MTD. 40" MAX. AFF TO HIGHEST OPERABLE PART. PLACED CONTRACTOR SHALL REMOVE AND REINSTALL. AND 30" IN DEPTH. VANITIES AND LAVATORIES SHALL PIPING. - IF REQUIRED TO OBTAIN DIMENSIONS SHOWN, CONTRACTOR SHALL LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND BE A MIN OF 19" WIDE X 11" DEEP AND BE INSTALLED W/ A CONTRACTOR IS TO PATCH AND REPAIR ANY DAMAGED MATERIALS AND FINISHES IN THE EXISTING F BRADLEY FIXED TILT MIRROR " 140-1830 1811x30", REMOVE AND REINSTALL PLUMBING FIXTURES W/ OFFSET FLANGES. OTHER ENVIRONMENTAL CONTROLS ARE TO BE LOCATED CLEARANCE OF 5 11i22" BETWEEN LAVATORY AND ADJOINING BATHROOM. 20 GA. 6/5 FRAME,1/4" FLOAT GLASS TRIPLE SILVER PLATED. NEW RESTROOM: WITH OPERABLE PARTS NO HIGHER THAN 46 INCHES AND NO LOWER THAN 15 INCHES ABOVE THE FLOOR IF REACH WALL. FIXTURE RIM SHALL BE A MAXIMUM OF V-10" ABOVE FINISHED FLOOR EXPOSED PIPES SHALL BE INSULATED STEEL STUDS SUPPORTING WALL HUNG PLUMBING FIXTURES SHALL BE DOUBLED OR NOT LESS THAN 20 O NEW SURFACE MOUNTED BRADLEY MODEL 6542 SOAP - PROVIDE AND INSTALL NEW FIXTURES PER PLUMBING DRAWINGS AND IS OVER AN OBSTRUCTION SUCH AS A CABINET HEIGHT OR OTHERWISE CONFIGURED TO PROTECT AGAINST GAGE WITH A MINIMUM EFFECTIVE MOMENT OF INERTIA EQUAL TO 0864 IN (360 M ). AS PER IBC 2MINIMU. SUCH STUDS SHALL BE RIGIDLY CONNECTED TOP AND BOTTOM TO PREVENT DISPENSER MTD. 40" MAX. AFF. TO HIGHEST OPERABLE PART. AT SPACING AND DIMENSIONS PER THIS DRAWINGS. - PROVIDE AND INSTALL ACCESSORIES PER THE TOILET ACCESSORY SHALL BE 44 FOR FORWARD APPROACH AND 46 FOR PARALLEL APPROACH. (NOTE: OBSTRUCTIONS MAY NOT CONTACT. FAUCETS SHALL BE LEVER OPERATED, PUSH -TYPE SIGNIFICANT END ROTATION OR DISPLACEMENT. AS PER IBC 25105.12. A HORIZONTAL LAVATORY, SEE PLUMBING DWGS. HOT WATER PIPING SCHEDULE. EXTEND MORE THAN 25" FROM WALL). OR ELECTRONIC CONTROLLED. S MEMBER SECURELY FASTENED TO NOT LESS THAN TWO STUDS SHALL BE INSTALLED FOR THE MEMBERL BE I13. 0 O TO BE INSULATED IF APPLICABLE. MENT OF EACH WALL HANG PLUMBING FIXTURE. PER IBC -DRINKING FOUNTAINS SHALL BE PROVIDED WITH CLEAR -DOOR HARDWARE SHALL HAVE A SHAPE EASY TO GRASP SURFACE MTD BRADLEY MODEL 5424 JUMBO ROLL TOILET FLOOR SPACE AND CLEARANCES AS SHOWN IN WITHOUT TIGHT GRASPING. ACCEPTABLE DOOR ONEW TISSUE DISPENSER MTD.12" MAX FROM FRONT EDGE OF TOILET ILLUSTRATIONS. MECHANISMS ARE: LEVER HANDLES, PUSH TYPE HARDWARE, SEAT AND IS" MIN. APF. TO CENTERLINE OF DISPENSER AND U-SHAPED HANDLES. THESE SHALL BE MOUNTED NO HIGHER THAN 48" AFF. TYP. ACCESSIBLE REQUIREMENTS & MOUNTING HEIGHTS DETAILS (NTS) PAPER TOWEL FACE OF WALL DISPENSER LEVER HANDLE FACE OF WALL FAUCET MIRROR _ 12" MAX 42" 2X P.T. WOOD BLOCKING IT" MIN. 1 1/2" SIDE GRAB BAR &SIDE WALL la" MAX 2X P.T. WOOD BLOCKING INSIDE WALL SANITARY ®u ® NAPKIN QL LAVATORY DISPOSAL O A z _ _ _ ° 0 _ N 36""REAR GRAB BAR WITHmm I6" MIN un 1 1/2 CLEAR FROMWALk- — — — z z NAPKIN + + m Q CLEAR z_ CLKNEE OSETtu - TAMPON p 0 ; v43 X. u _ Q r PROTECTED PIPING p ~ lu to < '40 AT N i t_ I ROLL PAPER HOLDER UEATED m � � I FF. � -O" MAX. TOE CLEAR FACE OF WALL - SOAP �- I (THERMOSTAT FIRE I- EXTINGUISHE 3: T _� � d Q _ ELEC. RECEPTACLE FF. URINAL FF. FACE OF DRINKING FOUNTAIN =..EW_," esl T c ff "4. Matema. 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 C� los izarro, R.A. -0013079 Revisions: Date I Description O U z N M �eJ W x w A U �� Uj 0 ►s+ U F' a W � A z h--i A a z W U x M M A a 0 �4 0 H H 0 � O . U n 0 U 0 Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO RESTROOMS ENLARGED PLANS H� w `n SHEET NUMBER a A-7,0 DOOR SCHEDULE MARK LOCATION SIZE W x N x THICKNESS TYPE MATERIAL FRAME/DOOR HARDWARE SET FINISH REMARKS 01 BUILDING (2) 3'-0"x 8'-0"x 1�" ,4 ALUMINUM 1 ANODIZED LITE 350 OUtSWING DOORS) WITH 7RANSOMt NOA 12-011i.05 02 BUILDING 3'-0"x 8'-0"x 1�" B ALUMINUM 2 CLEAR ANODIZED LITE 350 OUTSWING DOOR(S) WITH TRANSOMt NOA 12-0111.05 03 BUILDING 4'-0"x 8'-0"x 1�" C ALUMINUM 2 ANODIZED LITE 350 OUtSWING DOOR(S) WITH TRANSOM± NOA 12-011i.05 04 BATHROOM 3'-0"x 7'-0"x 1�" D MTL✓ WOOD 2 PAINT z = 3'-4" 3'-2" 3'-2" 3'-2" 3'-4" 2'-11" 21-5" 6'-0" 2'-5' 2'-7" 3'-7" 3'-5" 3'-0ll 31 t" 31_�" 3,_4„ 3'-2" 31-011 3'-2" 3'-4' �. �e V GLEAK �✓ 4 4 ry Q Q N N Associates, Inc. AA26001933 CLEAR Architecture * Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 Miami Lakes, FI.33Q16 T. 786-235-9097 F. 305-352-4420 Q dtiinfo@dtlarchitect.com Q � www.dtiarchitect.com mI O O O n Ia'-lo" �/� �. //ems` / I I II 3'-2I II 31_/� i II , „ 3'-^III 31_� I M 1 11 2'-l0' 3'-0' 2'-l0" 21 All �(1 /�11 �1_ ^11 �1_all �1 / 11 �1 /_H 31-6" 31_511 Carl iAarro, R.A. 3 -5 '� 2 b-0 2 3 -5 --T 4 -V -T V -�013079 Revisions: - Date Description Q 0 0 0 a) 0 in11 11 11 =-4 I L_ It L11 O O O O O STOREFRONT ELEVATIONS H O M dgg O Ho W ww w U Q unW �+ U TAPE TAPE W v O o On o DOOR (x� A O Z � w � H o W P M A U Z A a 0 777,777,, N N a z � 0 O 4. TM A 0 It W 0 AM 11 v 0 11, a x P� 0 W x N a �-+ N Ui 77 a � — 1-1 J. SHEET NAME DOORS & WINDOWS iE FINISH SCHEDULE --------------- SHEET NUMBER H� (�)HORIZONTAL STOREFRONT 5 VERTICAL STOREFRONT 3ODOOR & TRANSOM A-890 O a OPENING DOOR TYPES EGRESS NOTES 1. NO DOOR IN ANY MEANS OF ESCAPE SHALL BE LOCKED AGAINST EGRESS WHEN as co �,, '_0 � cif � THE BUILDING IS OCCUPIED. ALL LOCKING DEVICES WHICH IMPEDE OR PROHIBIT EGRESS OR WHICH CAN NOT BE EASILY EI�ICsAC�ED SHALL BE PROHIBITED, 2. ALL HARDWARE t0 BE ADA COMPLIANT 3. SUBMIT SHOP DRAWINGS FOR REVIEW. 4. ALL DOORS IN THE MEANS � EGRESS SHALL BE SINGLE ACTION RELEASE AND SHALL NOT REQUIRE THE USE � A KEY, TOOL OR SPECIAL KNOWLEDGE TO OPEN FROM THE EGRESS SIDE. TYPE A TYPE B TYPE C TYPE D HARDWARE SETS HARDWARE SET 1 HARDWARE SET 2 TO BE PROVIDED BY MANUFACTURER TO BE PROVIDED BY MANUFACTURER I DOOR PULL 2 DOOR PULLS 3 HINGES 6 HIDES I SET WEATHER STRIPPING 1 SET WEATHER STRIPPING I DOOR BOTTOM SWEEP 2 DOOR BOTTOM SWEEP I ADA COMPLIANT THRESHOLD 1 ADA COMPLIANT THRESHOLD I DOOR CLOSER 2 DOOR CLOSERS WINDOW SCHEDULE MARK ROOM NAME SIZE MATERIAL FINISH R�,gRKg 01 BUILDING I�'-0"xl0'-0" ALUMINUM CLEAR ANODIZED TO MATCH EXISTING SHOPPING CENTER TRULITE 3100 STOREFRONT: NOA 11-II1i.02 02 BUILDING I�'-0"xl0'-0" ALUMINUM TRULITE 3100 STOREFRONT: NOA 11-Ii11.02 03 BUILDING ALUMINUM TRULITE 3100 STOREFRONT: NOA 11-Il11.02 0�4 BUILDING li'-10"x10'-0" ALUMINUM TRULITE 3100 STOREFRONT: NOA 11-II1i.02 05 BUILDING 2i'-0"xl0'-0" ALUMINUM TRULITE 3100 STOREFRONT: NOA 11-111�.02 06 BUILDING 9'-4"x10'-0" ALUMINUM TRULITE 3100 STOREFRONT: NOA 11-Il1i.02 0i BUILDING g'-4�'x10'-(d" ALUMINUM TRULITE 3100 STOREFRONT: NOA 11-Il11.02 08 BUILDING IS'-10"xl0'-0" ALUMINUM Ti?IILITE 3100 STOREFRONT: NOA 11-ll1i.02 09 BUILDING 3'-8"x•4'-0" ALUMINUM TRULITE 3100 STOREFRONT: NOA 11-Il1i.02 D.C. 995 SEALANT D.C. 995 SEALANT D.G. 995 SEALANT D.C. 995 SEALANT P.T. BUCK MACTH TO FINISH MACCH t0 FINISH P.T. BUCKMATCH t0 FINISH MATCH TO FINISH GLAZING ALUM. v2104 V2104 Y2104 Y210h DER CAPE TA , 1 I11 4. All I�� T 111 4' Ill ICI - 311 Ill a= ALUM. ALUM. 02 Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO 6" CONCRETE BLOCK. 3/4" 3-COAT STUCCO. PROVIDE ELASTOMETRIC WATER PROOFING, PRIME E PAINT. COLOR TO BE SELECTED BY OWNER .y 5/6" GYPSUM BOARD ON 1 x 2 P.T. WOOD FURRING STRIPS G 16" O.C. 8" REINFORCED CONCRETE BLOCK SEE STRUCTURAL DRAWINGS. FOILED BACKED INSULATION. R-43 MIN. WALL TYPE ©WALL TYPE 1" = 1'-tY' EXPOSED STRUCTURE INSIDE OF BUILDING WALL TYPE A SCALE: 1" =1'-0" DEMISING PARTITION (OR SIMILAR) Design No. U419 nonbearing Wall Ratings - 1,2,3 or 4 Hr (See Items 3 & 4) October 27, 2005 2S SEE ITEM 4 I. FLOOR AND CEILING RUNNERS - (NOT SHOWN) - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, MIN WIDTH TO ACCOMMODATE STUD SIZE, WITH MIN 1 IN. LONG LEGS, ATTACHED TO FLOOR AND CEILING WITH FASTENERS 24 IN. OC MAX. 2. STEEL STUDS - CHANNEL SHAPED, FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, MIN WIDTH AS INDICATED UNDER ITEM 4, MIN 1-1/4 IN. FLANGES AND 1/4 IN. RETURN, SPACED A MAX OF 24 IN. OC. STUDS TO BE CUT 3/8 TO 3/4 IN. LESS THAN ASSEMBLY HEIGHT. 3. BATTS AND BLANKETS* - (REQUIRED AS INDICATED UNDER ITEM 4) - MINERAL WOOL BATTS, FRICTION 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. 3A. BATTS AND BLANKETS* - (OPTIONAL) - PLACED IN STUD CAVITIES, ANY GLASS FIBER OR MINERAL WOOL INSULATION BEARING THE UL CLASSIFICATION MARKING AS TO SURFACE BURNING CHARACTERISTICS AND/OR FIRE RESISTANCE. SEE BATTS AND BLANKETS (BKNV OR BZJZ) CATEGORIES FOR NAMES OF CLASSIFIED COMPANIES. 4. GYPSUM BOARD+ - GYPSUM PANELS WITH BEVELED, SQUARE OR TAPERED EDGES, APPLIED VERTICALLY OR HORIZONTALLY. VERTICAL JOINTS CENTERED OVER STUDS AND STAGGERED ONE STUD CAVITY ON OPPOSITE SIDES OF STUDS. VERTICAL JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED ONE STUD CAVITY. HORIZONTAL JOINTS NEED NOT BE BACKED BY STEEL FRAMING. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS ON OPPOSITE SIDES OF STUDS NEED NOT BE STAGGERED. HORIZONTAL EDGE JOINTS AND HORIZONTAL BUTT JOINTS IN ADJACENT LAYERS (MULTILAYER SYSTEMS) STAGGERED A MIN OF 12 IN. THE THICKNESS AND NUMBER OF LAYERS FOR THE i HR, 2 HR, 3 HR AND 4 HR RATINGS ARE AS FOLLOWS: WALLBOARD PROTECTION ON EACH SIDE OF WALL RATING MIN STUD DEPTH NO. OF LAYERS 4 THKNS OF PANEL MIN THKNS OF INSULATION (ITEM 3) I 3A i LAYER, 5/8 IN. THICK OPTIONAL I 2A 1 LAYER, 1/2 IN. THICK 1-1/2 IN. i A I LAYER, 3/4 IN. THICK OPTIONAL 2 1- 2 LAYERS, 1/2 IN. THICK OPTIONAL 2 1- 2 LAYERS, 5/8 IN. THICK OPTIONAL 2 3A 1 LAYER, 3/4 IN. THICK 3 IN. 3 A 3 LAYERS, 1/2 IN. THICK OPTIMAL 3 A 2 LAYERS, 3/4 IN. THICK OPTIONAL 3 i- 3 LAYERS, 5/8 IN. THICK OPTIONAL 4 A 4 LAYERS, 5/8 IN. THICK OPTIONAL 4 A 4 LAYERS, 1/2 IN. THICK OPTIONAL 4 2-1 2 LAYERS, 3/4 IN. THICK 2 IN. CANADIAN GYPSUM COMPANY - 1/2 IN. THICK TYPE C, IP-X2 OR [PC-ARt WRC, 5/9 IN. THICK TYPE AR, C, IF -AR, IP-Xi, IP-X2, IPC-AR SCX, SHX, WRX OR WRCt 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE UNITED STATES GYPSUM CO - 1/2 IN. THICK TYPE C, IF-X2, IPC-AR OR WRCt 5/8 IN. THICK TYPE SCX, SHX, WRX, IP-XI, AR, C, WRC, FRX-G, IP-AR, IP-X2, IPC-AR t 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 WRCt 5/8 IN. THICK TYPE AR, C, IP-AR, IP-XI, IF-X2, IPC-AR, SCX, SHX, WRX, WRC ORt 3/4 IN. THICK TYPES IP-X3 OR ULTRACODE n DEMISING PARTITION C \� SCALE: 1/2" =1'-0" 8" CONCRETE BLOCK. 3/4" 3-GOAT STUCCO. PROVIDE ELASTOMETRIC WATER PROOFING, PRIME E PAINT. COLOR TO BE SELECTED 5Y OWNER ------------- 5/8" GYPSUM BOARD WATER RESISTANT AQUA TOUGH ON 1 x 2 P.T. WOOD FURRING STRIPS 's I6" O.G. 8" REINFORCED CONCRETE BLOCK SEE STRUCTURAL DRAWINGS. FOILED BACKED INSULATION. R-43 MIN. C WALL TYPE WALL TYPE C SCALE: 1" =1'-0" WHEN ITEM 65, STEEL FRAMING MEMBERS*, IS USED, NONBEARING WALL RATING IS LIMITED TO i HR. MIN. STUD DEPTH 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. THICK) SHALL BE ATTACHED TO FURRING CHANNELS AS DESCRIBED IN ITEM 5. ONE LAYER OF GYPSUM BOARD PANELS (1/2 IN. OR 5/8 IN. THICK) ATTACHED TO OPPOSITE SIDE OF STUD WITHOUT FURRING CHANNELS AS DESCRIBED IN ITEM S. 4A, GYPSUM BOARD• - (AS AN ALTERNATE TO ITEM 4) - 5/8 IN. THICK, 2 FT. WIDE, TONGUE AND GROOVE EDGE, APPLIED HORIZONTALLY AS THE OUTER LAYER TO ONE SIDE OF THE ASSEMBLY. SECURED AS DESCRIBED IN ITEM 5. JOINT COVERING ( ITEM -1) NOT REQUIRED. CANADIAN GYPSUM COMPANY - TYPE SHX. UNITED STATES GYPSUM CO - TYPE SHX USG MEXICO S A DE C V - TYPE SHX. 5. FASTENERS - (NOT SHOWN) - TYPE S OR 5-12 STEEL SCREWS USED TO ATTACH PANELS TO STUDS (ITEM 2) OR FURRING CHANNELS (ITEM 6). SINGLE LAYER SYSTEMS: I IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 8 IN. OC WHEN PANELS ARE APPLIED HORIZONTALLY, OR 8 IN. OC ALONG VERTICAL AND BOTTOM EDGES AND 12 IN. OC IN THE FIELD WHEN PANELS ARE APPLIED VERTICALLY. TWO LAYER SYSTEMS: FIRST LAYER- 1 IN. LONG FOR 1/2 AND 5/8 IN. THICK PANELS OR 1-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC. SECOND LAYER- 1-5/5 IN. LONG FOR 1/2 IN., 5/6 IN. THICK PANELS OR 2-1/4 IN. LONG FOR 3/4 IN. THICK PANELS, SPACED 16 IN. OC WITH SCREWS OFFSET 8 IN. FROM FIRST LAYER THREE -LAYER SYSTEMS: FIRST LAYER- I IN. LONG FOR 1/2 IN., 5/5 IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN., 5/8 IN. THICK PANELS OR 2-5/8 IN. LONG FOR 5/S IN. THICK PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN (o IN. FROM LAYER BELOW. FOUR -LAYER SYSTEMS: FIRST LAYER- I IN. LONG FOR 1/2 IN., 5/5 IN. THICK PANELS, SPACED 24 IN. OC. SECOND LAYER- 1-5/8 IN. LONG FOR 1/2 IN., 5/8 IN, THICK PANELS, SPACED 24 IN. OC. THIRD LAYER- 2-1/4 IN. LONG FOR 1/2 IN. THICK PANELS OR 2-5/6 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 24 IN. OC. FOURTH LAYER- 2-5/8 IN. LONG FOR 1/2 IN. THICK PANELS OR 3 IN. LONG FOR 5/8 IN. THICK PANELS, SPACED 12 IN. OC. SCREWS OFFSET MIN 6 IN. FROM LAYER BELOW. fo. FURRING CHANNELS - (OPTIONAL, NOT SHOWN, FOR SINGLE OR DOUBLE LAYER SYSTEMS) - RESILIENT FURRING CHANNELS FABRICATED FROM MIN 25 MSG CORROSION -PROTECTED STEEL, SPACED VERTICALLY A MAX OF 24 IN. OC. FLANGE PORTION ATTACHED TO EACH INTERSECTING STUD WITH 1/2 IN. LONG TYPE 5-12 STEEL SCREWS. NOT FOR USE WITH ITEM 4A. 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 fo, FURRING CHANNELS AND STEEL FRAMING MEMBERS AS DESCRIBED BELOW: A. FURRING CHANNELS - FORMED OF NO. 25 MSG GALV STEEL. 2-3/6 IN. WIDE BY -1/6 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 MEMBERSs - USED TO ATTACH FURRING CHANNELS (ITEM &AA) TO STUDS (ITEM 2). CLIPS SPACED MAX. 48 IN. OC., AND SECURED TO STUDS WITH NO. S X 1-1/2 IN. MINIMUM SELF -DRILLING, 6-12 STEEL SCREW THROUGH THE CENTER GROMMET. FURRING CHANNELS ARE FRICTION FITTED INTO CLIPS. PAC INTERNATIONAL INC - TYPE RSIC-I. 65. STEEL FRAMING MEMBERS (OPTIONAL, NOT SHOWN)s - 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 LAYERS 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 65A) 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 -1. 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 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 3-5/8 20 GA. STEEL RUNNER SECURELY ANCHORED TO EXISTING STRUCTURE W/ SELF TAPPING SCREWS FOR LTWT CONC. AND METAL DECK OR TAPCONS FOR SOLID CONC. 6 16" O.0 ONE LAYER OF 5/8" GYPSUM BOARD BOTH SIDES -PAINTED. SEE FINISH SCHEDULE. 3-5/8" - 20 GA. STEEL STUDS 6 16" O.C. WITH FIRE STOPS 6 8'-0" VERT. (BEYOND) BASE AS PER ROOM FINISH SCHEDULE 4 SPECS PARTITION TYPE WALL TYPE D. SCALE: 1" =1'-0" 3-5/6", 20 GA. STEEL RUNNER SECURELY ANCHORED TO EXISTING STRUCTURE W/ SELF 'APPING SCREWS FOR LTWT CONC. AND METAL DECK OR TAPCONS FOR SOLID CONC. a 16' O.0 ONE LAYER OF 5/8" GYPSUM BOARD BOTH SIDES -PAINTED. SEE FINISH SCHEDULE. 3-5/8" - 20 GA. STEEL STUDS 0 16" O.C. WITH FIRE STOPS 6 8'-0" VERT. (BEYOND) BASE AS PER ROOM FINISH SCHEDULE 4 SPECS S 3g 8 ❑F PARTITION TYPE 111-11-011 WALL TYPE 6 SCALE: 1" =1'-0" STRUCTURE ABOVE GLASS FIBER OR MINERAL WOOL INSULATION AT S F RESTROOMS,EE 00 L R PLAN. 3-5/8", 20 GA. STEEL RUNNER SECURELY ANCHORED TO EXISTING STRUCTURE W/ 3/4" DEEP POWER ACTUATED FASTENERS 6 I6" O.0 (G.0 SHALL VERIFY SLAB AND FLOORS ARE NOT PRE -CAST, POST TENSIONED OR PRESTRESSED PRIOR TO SHOOTING INTO SLAB.) FINISHED FLOOR STRUCTURE ABOVE WATER RESISTANCE AQUA TOUGH (2) SIDES AT RESTROOMS, SEE FLOOR PLAN. GLASS FIBER OR MINERAL WOOL INSULATION AT RESTROOMS, SEE FLOOR PLAN. 20 GA. STEEL RUNNER SECURELY ANCHORED TO EXISTING STRUCTURE W/ 3/4" DEEP POWER ACTUATED FASTENERS @ 16" O.0 (G.0 SHALL VERIFY SLAB AND FLOORS ARE NOT PRE -CAST, POST TENSIONED OR PRESTRESSED PRIOR TO SHOOTING INTO SLAB.) FINISHED FLOOR 3-5/6", 20 GA. STEEL RUNNER SECURELY ANCHORED TO EXISTING STRUCTURE W/ SELF TAPPING SCREWS FOR LTWT GONG. AND METAL DECK OR TAPCONS FOR SOLID CONC, m 16" O.0 ONE LAYER OF 5/5" GYPSUM BOARD BOTH SIDES -PAINTED. SEE FINISH SCHEDULE. 3-5/8" - 20 GA. STEEL STUDS O 16" O.C. WITH FIRE STOPS a 8'-0" VERT. (BEYOND) BASE AS PER ROOM FINISH SCHEDULE 4 SPECS 5, 8 STRUCTURE ABOVE WATER RESISTANCE AQUA TOUGH (1) SIDE AT RESTROOMS, SEE FLOOR PLAN. GLASS FIBER OR MINERAL WOOL INSULATION AT ST OOMS S F RE R SEE FLOOR R PLAN. 3-5/6", 20 GA. STEEL RUNNER SECURELY ANCHORED TO EXISTING STRUCTURE W/ 3/4" DEEP POWER ACTUATED FASTENERS 6 16" O.0 (G.0 SHALL VERIFY SLAB AND FLOORS ARE NOT PRE -CAST, POST TENSIONED OR PRESTRESSED PRIOR TO SHOOTING INTO SLAB.) 8 FINISHED FLOOR PARTITION TYPE ill= 11-011 WALL TYPE S SCALE: V = 1'-0" METAL STUD FRAMING. 6" STEEL COLUMN. SEE STRUCT. DRAWINGS. CORNER BEAD. COLUMN DETAIL #7 SCALE: 1" =1'-0" 1. ALL METAL STUDS SHALL BE PROVIDED BY DIETRICH METAL FRAMING OR APPROVED EQUAL. 2. ALL DEMISING PARTITIONS TO DECK SHALL BE DIETRICH 6" STUDS "CSW" 18 GA., 624" O.C., TO A MAXIMUM HEIGHT OF 26'-0", FOR 5P5-F L/240. SHOULD CONDITION DIFFER, G.C. SHALL NOTIFY ARCHITECT IMMEDIATELY. 3. ALL METAL STUDS SHALL BE 20 GAUGE (HOT DIPPED GALVANIZED) UNLESS OTHERWISE NOTED, TYP. 4. ALL FIRE RATED WALLS SEPARATION AND/OR PENETRATIONS SHALL BE SEALED WITH AN UL LABELED FIRE RATED MATERIAL. G.C. SHALL BE RESPONSIBLE FOR PROVIDING ALL SHOP DRAWINGS AND/OR CUT SHEETS FOR ALL UL LABELED FIRE RATED MATERIALS NOT SPECIFIED IN CONSTRUCTION DOCUMENTS AND/OR SPECIFICATIONS, TYP. 5. ALL JOINTS/DEPRESSIONS OF THE GYPSUM WALL BOARD SHALL BE TAPED, APPLIED THREE COATS OF SPACKLE, AND SANDED TO A SMOOTH FINISH READY TO RECEIVE FINISH AS PER SCHEDULE. WALLS AND CEILINGS ARE TO BE FREE OF ANY UNEVENNESS AT JOINTS AND CORNERS. ALL OUTSIDE CORNERS SHALL HAVE METAL BEAD AND SPACKLE. 6. REFER TO FINISH SCHEDULE FOR FINISHES, TYP. 1. CONTRACTOR SHALL FIELD VERIFY THAT SLABS t FLOORS ARE NOT PRE -CAST, POST -TENSIONED, OR PRE -STRESSED PRIOR TO SHOOTING OR DRILLING INTO SLAB, TYP. 8. G.C. SHALL SECURELY ATTACH METAL STUD FRAMING TO STRUCTURE ABOVE AND SHALL PROVIDE BRACING is 32" O.C. ALTERNATING DIRECTIONS UNLESS OTHERWISE SPECIFIED, TYP. 9. G.C. SHALL USE 16 GA. FLEX "C" TRACK(S) BOTH TOP AND BOTTOM CONNECTIONS BY FLEXIBILITY CONCEPTS AT ALL CURVED METAL STUD PARTITIONS. NO SUBSTITUTIONS 10. FIRESTOPS AT CEILING GRID HEIGHT AND/OR 10-0" MAX. (VERT.) NOTE: 1. VERIFY ALL WALL FINISHES WITH FINISH SCHEDULE. 2. PROVIDE AQUA TOUGH MOISTURE RESISTANT BOARD. IN ALL WET LOCATIONS. 3. RESTROOM WALLS TO RECEIVE SOUND ATTENUATION GATT INSULATION. 4. MATTRESS FIRM SPACE TO RECEIVE R-19 INSULATION OR BETTER ON ALL INTERIOR SIDE OF EXTERIOR WALLS AND ROOF NOTE: ARCHITECT SHALL BE NOTIFIED WHEN FRAMING AND ROUGH INSTALLATIONS ARE COMPLETED FOR AN ON SITE VISIT PRIOR TO INSTALLATION OF DRYWALL. et Te G t t � 5 L , n 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 4arlzarro, R.A. 079 Revisions: Date I Description O F, Z N M a O W U (� W 0 w U Owl � H W P� A z A W W M H P-1 0 � a H w z 0 1.0 O U a 0 a O N W H H Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: CTIZARRO SHEET NAME WALLTYPES CaC. DETAILS W SHEET NUMBER � A-9.0 ------Jl I TRUELITE ALUMINUM DOORS t STOREFRONTS, COLOR: WHITE TO MATCH EXISTING CENTER G.C. SHALL SUBMIT SHOP DWGS FOR ARCHITECT'S REVIEW. G.C. SHALL PROVIDE MIAMI DADE COUNTY PRODUCT APPROVED WINDOW FRAME ASSEMBLY SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE AND INSTALLATION. --\ SILICONE SEALANT. TYP. GC/ STORE FRONT INSTALLER SHALL SEAL t WATER PROOF ALL FRAMES TO STRUCTURE PRIOR TO APPLICATION OF SCTUCCO., TYP. 3/4" - 3 COAT STUCCO ON PAPER BACKED METAL LATH (1) LAYER ON 30 LB. FELT PAPER ON 5/6" EXTERIOR GRADE DENSGLASS SHEATHING SECURELY ATTACHED TO 2X8 PT 032" ON 8" I6 GA. STUD FRAMING SPACED 6 1&" O.C., SCRATCHED TO RECEIVED CULTURED STONE. CORNER BEAD. BY VINIYL CORP. TYP. LEDGESTONE COLUMNS (TYP.), OWENS CORNING CULTURED STONE COUNTY LEDGESTONE - CHARDONNAY 05V-20006 1/4" MAX. SHIMS D ° ° 4. _ ° v.' 2X PT BUCK -D. -- v .p �• p � .. D , A � Dp V . � • � if v v CONCRETE COLUMN. SEE STRUCTURAL DRAWINGS. IX2 P.T. WOOD NAILER R-4.1 WALL INSULATION, COORDINATE WITH MECH. CORNER DWGS. AND ENERGY CALC. BEAD. 5/8" GYPSUM BOARD ON Ix2 WOOD FURRING STRIPS a 16" O.C., SEE SPECS. COLUMN DETAIL # 1 SCALE: 1-1/2" = 1'-0" 5/8" GYPSUM BOARD ON Ix2 WOOD FURRING STRIPS * 16" O.G., SEE SPECS. R-4.1 WALL INSULATION, COORDINATE WITH MECH. DWGS. AND ENERGY CALC. -IX2 P.T. WOOD NAILER CONCRETE COLUMN. SEE STRUCTURAL DRAWINGS. iy. :. 'p .•4. 6" CONCRET MASONRY UNIT. SEE STRUCTURAL DWGS. 3/4" 3 COAT STUCCO, TYP. PAINT FINISH COLOR TO BE SELECTED BY ARCHITECT/OWNER TRUELITE ALUMINUM POOH t STOREFRONTS, COLOR: WHITE TO MATCH EXISTING CENTER G.G. SHALL SUBMIT SHOP DWGS FOR ARCHITECT'S REVIEW. G.C. SHALL PROVIDE MIAMI DADE COUNTY PRODUCT APPROVED WINDOW FRAME ASSEMBLY SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE AND INSTALLATION. --\ SILICONE SEALANT. TYP. GC/ STORE FRONT INSTALLER SHALL SEAL t WATER PROOF ALL FRAMES TO STRUCTURE PRIOR TO APPLICATION OF SCTUCCO., TYP. 1 1111,4 A�- LEDGESTONE COLUMNS (TYP.), OWENS COMING CULTURED STONE COUNTY LEDGESTONE - CHARDONNAY CSV-20006 CORNER BEAD. 3/4" - 3 COAT STUCCO ON PAPER BACKED METAL LATH (1) BY VINIYL CORP. TYP. LAYER ON 30 LB. FELT PAPER ON 5/8" EXTERIOR GRADE DENSGLASS SHEATHING SECURELY ATTACHED TO 2X8 PT g32" ON 8" 16 GA. STUD FRAMING SPACED a 16" O.G., SCRATCHED TO RECEIVED CULTURED STONE. COLUMN DETAIL #2 SCALE: 1-1/2" = 1'-0" 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 ATTACHED TO 2X8 PT 032" ON 6" 16 GA. STUD FRAMING SPACED 0 16" O.C., SCRATCHED TO RECEIVED CULTURED STONE. CORNER BEAD. BY VINIYL CORP. TYP. LEDGESTONE COLUMNS (TYP.), OWENS CORNING CULTURED STONE COUNTY LEDGESTONE - CHARDONNAY C5V-20006 1/4" MAX. SHIMS I ° D D 2X PT BUCK V p p _ D V f :' CONCRETE COLUMN. SEE STRUCTURAL DRAWINGS. IX2 P.T. WOOD NAILER R-4.1 WALL INSULATION, COORDINATE WITH MECH. CORNER DWSS, AND ENERGY CALC. BEAD. 5/8" GYPSUM BOARD ON Ix2 WOOD FURRING STRIPS 6 16" O.C., SEE SPECS. COLUMN DETAIL #3 SCALE: 1-1/2" = 1'-0" 5/8" GYPSUM BOARD ON Ix2 WOOD FUMING STRIPS a 16" O.C., SEE SPECS. R-4.1 WALL INSULATION, COORDINATE WITH MECH. DWGS. AND ENERGY CALC. -IX2 P.T. WOOD NAILER CONCRETE COLUMN. SEE STRUCTURAL DRAWINGS. 8" CONCRET MASONRY UNIT. SEE STRUCTURAL DWGS. - LEDGESTONE COLUMNS (TYP.), OWENS 'r �a r ' CORNING CULTURED STONE COUNTY 3/4" 3 COAT STUCCO, TYP. PAINT FINISH LEDGESTONE - CHARDONNAY CSV-2000 COLOR TO BE SELECTED BY ARCHITECT/OWNER CORNER BEAD. 3/4" - 3 COAT STUCCO ON PAPER BACKED METAL LATH (U BY VINIYL CORP. TYP. LAYER ON 30 LB. FELT PAPER ON 5/8" EXTERIOR GRADE DENSGLASS SHEATHING SECURELY ATTACHED TO 2X8 PT 032" ON 6" 16 GA. STUD FRAMING SPACED Q 16" O.G., SCRATCHED TO RECEIVED CULTURED STONE. COLUMN DETAIL #4 SCALE: 1-1/2" = 1'-0" 5/6" GYPSUM BOARD ON Ix2 WOOD FURRING STRIPS a 16" O.C., SEE SPECS. R-4.1 WALL INSULATION, COORDINATE WITH MECH. DWGS. AND ENERGY CALC. IX2 P.T. WOOD NAILER CORNER BEAD. 1/4" MAX A.�,r a a a a SEALANT. TYP. CONCRETE COLUMN. SEE STRUCTURAL DRAWINGS. 8" CONCRET MASONRY UNIT. SEE STRUCTURAL DWGS. TRUELITE ALUMINUM DOORS t STOREFRONTS, COLOR: WHITE TO MATCH EXISTING CENTER G.C. SHALL SUBMIT SHOP DX:PS FOR ARCHITECT'S REVIEW. G.G. SHALL PROVIDE MIAMI DADE COUNTY PRODUCT APPROVED WINDOW FRAME ASSEMBLY SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE AND INSTALLATION. 3/4" 3 COAT STUCCO, TYP. PAINT FINISH COLUMN DETAIL COLOR TO BE SELECTED BY ARCHITECT/OWNER SCALE: 1-1/2" = V-!a" 1X2 P.T. WOOD NAILER 5/8" GYPSUM BOARD ON Ix2 WOOD FURRING STRIPS 6 16" O.C. , SEE SPECS, R-4.1 WALL INSULATION, COORDINATE WITH MECH. DWGS. AND ENERGY CALC. 8X24 CONCRETE COLUMN. SEE STRUCTURAL DRAWINGS. 8" CONCRET MASONRY UNIT. SEE STRUCTURAL DWGS. 3/4" 3 COAT STUCCO, TYP. PAINT FINISH COLOR TO BE SELECTED BY ARCHITECT/OWNER COLUMN DETAIL #6 SCALE: 1-1/2" = 1'-0" #5 5/8" GYPSUM BOARD ON Ix2 WOOD FURRING STRIPS 0 16" O.C., SEE SPECS. R-4.1 WALL INSULATION, COORDINATE WITH MECH. DW35. AND ENERGY CALC. 1X2 P.T. WOOD NAILER 8" CONCRET MASONRY UNIT. SEE STRUCTURAL DWGS. 3/4" 3 GOAT STUCCO, TYP. PAINT FINISH COLOR TO BE SELECTED BY ARCHITECT/OWNER .b TRUELITE ALUMINUM DOORS t STOREFRONTS, COLOR: WHITE TO MATCH EXISTING CENTER G.C. SHALL SUBMIT SHOP DWGS FOR ARCHITECT'S REVIEW. G.C. SHALL PROVIDE MIAMI DADE COUNTY PRODUCT APPROVED WINDOW FRAME ASSEMBLY : SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE AND INSTALLATION. F CONCRETE COLUMN. SEE STRUCTURAL DRAWINGS. A Y CORNER BEAD. TYP. .' LEDGESTONE COLUMNS (TYP.), CORNING a A : STONE COUNTY = .d a. °.a. • '_ LEDGESTONE - CHARDONNAY CSV-2000(o a COMER BEAD. BY VINIYL CORP. TYP. 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 ATTACHED TO 2X8 PT 032" ON 6" 16 GA. STUD FRAMING SPACED * 16" O.C., SCRATCHED TO RECEIVED CULTURED STONE. COLUMN DETAIL #7 SCALE: 1-1/2" = 1'-0" Tec T a on 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. cam www.dtiarchitect.com Y arlos rro, R.A. 13079 Revisions: Date Description 0 C7 N M O H° a W W U A �W �+ U W v w as A z Az 1 F-i U �, d' A H N o ►� o H w O U � � 0 a O a U w � x N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO SHEET NAME ENLARGED DETAILS SHEET NUMBER W A-901 Pi I a 0 a- ru 0 N O Oi N 4 - L N 0 A - r8 dM 3-5/6" 20 GA STUD - FRAMING SPACED AT 16" O.G. EIFS WITH LIGHT TEXTURE FINISH.— G.C. SHALL SUBMIT SHOP DWG's 0 FOR ARCHITECTS REVIEW. G.C. SHALL INSTALL AS MANUFACTURER RECOMMENDED SPECIFICATIONS. TYP. SIN N r DRIP EDGE. i 5/8" EXTERIOR GRADE DENSGLASS SECURELY CONTINUOUS METAL COPING - " ATTACHED TO 3-5/8 20 GA SECURELY ATTACHED TO FRAMING STRUCTURE. METAL FRAMING STRUCTURE. 5/8" EXTERIOR GRADE STEEL ANGLE. SEE STRUCTURAL DENSGLASS SECURELY GS ATTACHED TO METAL STUD 3-5/8" 20 GA STUD 2 x P. r. WOOD NAILER FRAMING W/ SELF TAPPING SCREWS FRAMING x STAGGERED -6 12" O.G. SPACED AT 16" O.C. x x x x x !i STUCCOCASING BEAD. CONTINUOUS METAL COPING SECURELY ATTACHED TO x P.T. WOOD NAILER W/ SNAP TYPE FASTENERS AS PER SEALANT O IN MANUFACTURER - METAL RERM TA G- ); �. ._._...--- _---- .._..v__.._� , .o...rf : 8 CON BETE MASONRY UNIT. SEE STRUCTURAL DWGS. c: �� ,�� _ .____._ _ _ _ ___ __. _ __. __ _ _.._ 3/4" 3 COAT STUCCO' TYP. PAINT FINISH x x x y �, x x x x -=�N ,. COLD TO BE SELECTED BY x x 2 x P. T. WOOD NAILER ,n ARCHI ECT/OWNER A� SEALANT r SEALAqT �i;�✓.�� n,'\may SEALANT K GA AND SEALANT AS PER MANUFACTUER a r n STUCCO CASING BEAD.'''`` �' x x SPU`IGATIONS. EIFS WITH LIGHT TEXTURE FINISH. �� ® { 2 FTO COUNTERFLASHING SYSTEM TYPE > �G.G. SHALL SUBMIT SHOP DWG's mtr� STEEL ANGLE. SEE STRUCTURAL DUGS. FOR ARCHITECTS REVIEW. G.C. „ ��,,, 1\1 �,'�k�J*�,lb '" *,+*• F, SHALL INSTALL AS STX Y FRY REGLET. ISPRINGLOCK) BOND BEAM. SEE STRUCTURAL DWGS. A MANUFACTURER RECOMMENDED SPECIFICATIONS. TYP.` a - R-19 MINIMUM EPS BOARD INSULATION. <d , G.C. SHALL INSTALL ACCORD ING 8" CONCRETE MASONRY UNIT. SEE STRUCTURAL DUGS. GAF "TOP COAT" WATER MANUFACTURER SPECIFICATIONS. -��- PROOFING TO BE APPLIED ,\5, Ix BEFORE FRAMING INSTALLATION > 1 3/4" 3 COAT STUCCO, TYP. PAINT FINISH `" X CONTINUOUS 4"CANT. all MIN. 8��MIN. COLOR t0 BE SELECTED BY DRIP EDGE.' SEE ROOFING SEE ROOFING 1/4�� SLOPE MINIMUM .`. SEE ROOF PLAN ARCHITECT/OWNER Va -ice DETAILS DETAILS x r x rs x G.A.F. TOP COAT WATER PROOFING TO BE APPLIED BEFORE FRAMING�� n, �� , r� f� u >y' INSTALLATION. �� x, ; K pt.4Vill 2" I 6" I 3" I 3" I 312" 2X8 PT AT 32" O.C. 8" 16 GA. STUD FRAMING SPACED AT 16" O.C. 3/4" - 3 COAT STUCCO ON PAPER BACKED METAL LATH (1) LAYER ON 30 LB. FELT PAPER ON 5/8" EXTERIOR GRADE DENSGLASS SHEATHING. G.G. SHALL PROVIDE CONTROL JOINTS 6 EVERY 10'-0" O.C. UNLESS OTHERWISE SPECIFIED IN EXTERIOR ELEVATIONS. PAINT FINISH TO BE SELECTED BY ARCHITECT/OWNER - 8" CONCRETE MASONRY UNIT. SEE STRUCTURAL DUGS. 3/4" 3 COAT STUCCO, TYP. PAINT FINISH COLOR TO BE SELECTED BY ARCHITECT/OWNER. GAF "TOP COAT" WATER PROOFING TO BE APPLIED BEFORE FRAMING INSTALLATION SEALANT GASKET AND SEALANT AS PER MANUFACTUER SPECIFICATIONS. "-- 2 PIECE COUNTEI;;ZFLASHING SYSTEM METAL ROOF DECK. STUCCO CASING BEAD. REFER TO STRUCTURAL DWGS. 3/4" - 3 COAT STUCCO G.G. SHALL PROVIDE CONTROL JOINTS a EVERY 10'-0" O.G. UNLESS OTHERWISE SPECIFIED IN EXTERIOR ELEVATIONS. PAINT FINISH TO BE SELECTED BY ARCHITECT OWNER. STEEL JOISTS. SEE STRUCTURAL DWGS FOR SIZE, SPACING, AND BRACING. ENLARGE DETAILS O ENLARGE DETAILS SCALE: : 1 1/2" = 1'-011 O SCALE: 1 1/2" = 1'-0" TYPE "STX" BY FRY REGLET. R-n MINIMUM EPS BOARD INSULATION. G.C. SHALL (SPRINGLOCK) INSTALL ACCORDING MANUFACTURER SPECIFICATIONS. CONTINUOUS 4" CANT. 8" MIN. 8" MIN. SEE ROOFING SEE ROOFING E SLOPE MINIMUM S DETAILS DETAILS SEE ROOF PLAN STEEL JOISTS. SEE STRUCTURAL DUGS FOR SIZE, SPACING, AND BRACING. MET ROOF DECK REFER TO STR=TURAL DWGS. OENLARGE DETAILS SCALE : 1 1/2" = 1'-0" FIRE RATED FRAME. GC. SHE CANVAS ENLARGE DETAILS ® SCALE: 1 1/2" = 1'-0" 5/8" GYPSUM BOARD. CONCRETE BEAM. SEE STRUCTURAL DUGS. INSULATION. SEE TYPE WALLS. IX FURRING STRIP. CORNER GUARD. TRUELITE ALUMINIM STOREFRONT. COLOR WHITE TO MATCH EXISTING. Tec5 y a so n 3_ Associates, Inc. AA26001933 Architecture • Planning • Interior Design 114125 N.W. 80th Ave. Suite 303 Miami Lakes, FI. 33016 T. 786-235-9097 F. 30 .3 2-442 5 6 0 iinf r hi dt . a dtta c tect co m www.dtiarchitect.com A n/ 1 C to Parro, R.A. 013079 Revisions: Date Description Az W U Px A h--I a o � H � �z C� O U w 0 a 0 a 0 w � x � x N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO SHEET NAME ENLARGED DETAILS SHEET NUMBER W A-9,62 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 EXPOS EXPOSED FINISH ROOM TAG DESCRIPTION RM # FLOOR BASS WALL DOOR FRAM 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 P 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. T ALL DOORS t FRAMES ARE TO BE PAINTED A GLOSS FINISH, COLOR BY FINISH SCHEDULE. SEE FINISH SPECIFICATIONS FOR MORE INFORMATION. 6. RESTROOMS WALLS TO HAVE FRP-I, PRE FINISHED PANELS FULL HEIGHT. S. DOOR PAINT TO BE OIL BASED. 10. G.C. SHALL INSTALL ALL FINISHES PER MANUFACTURER'S SPECIFICATIONS. FLOOR FINISH SCHEDULE SYMBOL MATERIAL DESCRIPTION MANUFACTURER MODEL NUMBER REMARKS EXP. EXPOSED GRADE - - SGONC CONCRETE CONCRETE SLAB READY FOR FINISH - - BASE FINISH SCHEDULE SYMBOL MATERIAL DESCRIPTION MANUFACTURER MODEL NUMBER REMARKS EXP EXPOSED - - TO BE SELECTED BY OWNER i —j¢MA t �, .�a e4� i'N,�7BI C t i'1" 61u RIM t, -IM _ WALL FINISH SCHEDULE SYMBOL MATERIAL DESCRIPTION MANUFACTURER MODEL NUMBER REMARKS GWB GYPSUM BOARD READY FOR PAINT - US GYPSUM - FRP-I FIBER REINFORCED POLYESTER - MARLITE COLOR: P-100- WHITE 48" AFF. CEILING FINISH SCHEDULE SYMBOL MATERIAL DESCRIPTION MANUFACTURE MODEL NUMBER REMARKS AGT-1 ACOUSTICAL CEILING TILE 24" x 48" cU5G OLYMPIA MICRO 04211 COLOR: WHITE / GRID COLOR: WHITE SQUARE EDGE (SQ) GRID: DX / DXL EXP EXPOSED STRUCTURE - GWB GYPSUM BOARD READY FOR PAINT US GYPSUM PROPOSED FLOOR PLAN SCALE: 1/8' = V-m° © KEY PLAN i Ali' 44� I I & � � 's— � `� k# s �! ` 3 , i P a'' t �,.T� s t 7 f Vy J ai Im . m � �""' � �� _ f — j � �( 3 z''s 74"�9 to C'K. �' /5,��. i � ��"` fry/ 3 �ti's � � i%✓'� i � C — J" I I a_ n 1 .J.- (• �- €! r i' (v� / r^,� \ 1 �'``'�. i�` I �, 3 is iMT {� { s�V`�! ! I �I I k( I Iti�r i A i' 7 :17,I No U.S. HWY. 301 eqngTeda n �-. 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 I7V 'h :arro, R.A. 113079 Revisions: Date Description C7 z N M O H° w� U W W H UCD � � x E� W � A z A � z W U a � M q H � a o � H � z C� o �, 0 U a w 0 0 U N rA Job Number: 12049.01 File name: Issued Date: 05.09.13 Drawn by: MCab Checked by: CC 11 SHEET NAME FISH SCHEDULES FINISH PLAN NUMBER A-1000i - RIP F 2 �1 20,000 S.F. I 20,000 S.F. 1 MASTER STORMWATER POND 1 >Rsaea � I I 1 °� _ � � 20,000 S.F. � 2,000 &F, — — = _ -- -- --- ---- l--�_ — — ----- , ot E I '• 1 � - ....-_. 181 lie n I a I rnulrr.ort _ EEE tl 0 I —1 1 wuxeewiruer.r 1'2", 000 S.F. 12,000 S.F. FUTURE I 3# -- E —1 1 BUILDING'A' %.iJ } U8RErAL Uj 12,2903E flETA1LP u b lix� K,- J.._................_...........:....... _._,.--..t r ._ ._..._.._._. ..--____ 1 --------- BUILDING Ci 'CT ti.M.._-__.-..;-'_"l-�J_".�""".__....._.,-.__».»,- ; 1 20,3883E SUPER MARKET - __.__ �.._____ —. _ ___. u: 1 ¢ p BUILDING'S' LL d+ i ti r► A " i �_ °�° RETAIL-C MSF r UILD G' - BUI ING' B IWIN - Q 1 ¢ ' R AIL ¢ R AR RETAI ¢ BUILDING-E - ( F S3, A SF ;: 3. SF 8.200 a— 15,800 S.F, i 5,8 0 4>.F. i 15,800 S.F. I5,8 . F. tl■ a ■tom o_l III / 1 IIIIII�II I ` I ` • _ J SITE FEATURE 11 ► 1 .I 1I __�■ LET BANK BANK i 1/ 1 �r�o �m� �m� �nwlrl.a. ulv. ► ` 1 'I� "I� 1 1 3,000 w Per 1 ii n 1 r r iV1 III . •,�J scansrsy�rvnrsrrius„w.r��rrews��aru. �ars�•verrnvevsern,mrsar�rr/erv�rer/wrfw,rararrr+rw/vvnwnii��/��/p . ' I:I PHASE I SIGNS OA EXISTING COMBINED MONUMENT SIGN LISTING IN RETAIL TENANTS © EXISTING COMBINED MONUMENT SIGN LISTING BUILDINGS "A", "B" & "C" (STAPLES) © EXISTING COMBINED MONUMENT SIGN LISTING BUILDINGS "D", "E" (PUBLIC) & "F" F U.S. HWY. 301 PHASE II SIGNS DO EXISTING COMBINED MONUMENT SIGN, FUTURE SIGN LISTING LARGE BOX STORE & IN -LINE RETAIL EO EXISTING COMBINED MONUMENT SIGN, FUTURE SIGN LISTING SMALL BOX STORE & IN -LINE RETAIL FO EXISTING COMBINED MONUMENT SIGN, FUTURE SIGN LISTING IN -LINE RETAIL TENANTS © EXISTING COMBINED MONUMENT SIGN, FUTURE SIGN LISTING OFFICE BUILDINGS & MAJOR TENANTS PROPOSED MONUMENT SIGN SCALE: 1/4' = I'-011 A Monument Sian Locations SCALE:1" =100' KEYNOTES: OA © LETTERS INDICATED SHOPPING CENTER MONUMENT SIGNS (COMBINED GROUND SIGNS). O1 - 11 NUMBERS INDICATE OUTPARCEL MONUMENT SIGNS (INDIVIDUAL GROUND SIGNS). 3000 P51 CONCRETE 30C CONC 811 CBW fm -1500 PSI ALL CELLS FILLED W/ 3000 PSI GROUT 10" SLUMP HORIZ. REINF. *9 GA a Iro" TRUSS TYPE MORTAR TYPE M -03 a 1211 O.0 •4 *6 CONT. TOP 4 BOTTOM 2 KO BLOCKS 2 "'1 CONT. -"5 a Iro" O.C. -3/4" 3 COATS STUCCO -6" CMU BLOCK 2 KO BLOCKS 2 01 CONT. EIFS. INSTALL PER MANUR SPECS •. F5 51-0II^5I-011X16" ,f s s' 6 "6 EACH WAY �3 PHASE III SIGNS OH MONUMENT SIGN FOR PARCEL 3 LOCATION, (SEE DETAIL BELOM MONUMENT SIGN SECTION A MONUMENT SCALE: 1/4' = 1'-011 SCALE: 1/4' = 1'-0'1 1211 O.C. CONT. 4 BOTTOM 1 BLOCKS CONT. Iro 11 O.C. . INSTALL PER UF. SPECS 3 COATS ;co MU BLOCK :) BLOCKS CONT. SIGN SECTION B MATERIAL SCHEDULE 00L01P,5 BY ICI PAINTS IGI A0085 - #38YY 72/117 INDIAN LEGEND IGI A0i24 - #20YY 65/258 PARMER5 ALMANAC IGI A 1504 - #IOYY 35/IG6 BROWN BAG IGI 046a - #30YY 12/212 5101LIAN SUMMER 0WEN5 CORNING CULTURED 5TONE COUNTY LE06,E5T0NE - GHARDONNAY G5V-20006 .4Ee UZO nTed,"' VAssociates, f "1 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 www.dtiarchitect.com Revisions: Date I Description 0 V f-1 N M M Q � O R� �C x w00 w Q U En � � O p V] o W Fx-+ � A °z A E-1 W 0 M M zv O �l � a z � � o H U � 0 O 0 W x x ~ N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO SHEET NAME PROPOSED MONUMENT SIGN W `n SHEET NUMBER H A-1 I a 1_ II I IITI1;1.I L I I 1 1' VL I I -I I_ I I _L I —L— .L1 _ 'ts1.Im"I I h'I I G-6 ALL DETAILS AND SECTIONS ON THE DRAWINGS ARE RC-2 STRUCTURAL CONCRETE SHALL CONFORM TO ACI 301 RC-25 PLACE CONCRETE PER ACI 304. USE INTERNAL 5-10 DO NOT WELD TO EMBEDS UNTIL CONCRETE HAS INTENDED TO BE TYPICAL AND SHALL BE CONSTRUED SPECIFICATIONS. ALL CONCRETE TYPE I PORTLAND MECHANICAL VIBRATION FOR ALL CONCRETE. LIMIT CURED AT LEAST "12 HOURS. USE APPROPRIATE TO APPLY TO ANY SIMILAR SITUATION ELSEWHERE ON CEMENT. (ASTM C 150) 3000 psi. TYP COMPRESSIVE MAXIMUM FREE FALL DROP OF CONCRETE TO �o'-0" WELDING PROCESSES TO LIMIT HEAT BUILDUP IN SPECIALITY ENGINEERING REQUIREMENTS: THE PROJECT EXCEPT WHERE A SEPARATE DETAIL 15 STRENGTH AT 28 DAYS (U,O,N.). 4000 psi, AT COLUMNS FOR 051 AGGREGATE AND 8'-0" FOR *`aAGGREGATE. EMBED TO AVOID PLATE EXPANSION AND CRACKING SHOWN, AND BEAMS ALL PRECAUTIONS SHOULD BE TAKEN TO AVOID OF CONCRETE. SE-1 AWNINGS SHALL BE DESIGNED BY THE FABRICATORS G-1 IF SPECIFIC INFORMATION IS MISSING OR IF THERE ARE SLUMP: SEGREGATION OF CONCRETE DURING PLACEMENT. 5-11 WELDED CONNECTIONS SHALL DEVELOP THE FULL SPECIALITY ENGINEER AND SHALL INCLUDE FRAME, ANY DISCREPANCIES BETWEEN THE STRUCTURAL FOOTINGS 411 +/- 1" SHEAR AND/OR MOMENT CAPACITY OF THE MEMBERS COVERING, AND CONNECTIONS. SHOP DRAWINGS SHALL DRAWINGS, ARCHITECTURAL DRAWINGS, STRUCTURAL COLUMNS 411 +/- 1" RC-26 PLACEMENT OF CONDUIT AND PIPES IN CONCRETE CONNECTED. AS PER AISG BE SUBMITTED FOR REVIEW AND MUST BE SIGNED AND DETAILS, STRUCTURAL NOTES, THE PROJECT SLABS 411 +/- 1" SHALL CONFORM TO ACI 318, SECTION 63. SEALED BY A STRUCTURAL ENGINEER REGISTERED IN SPECIFICATIONS, OR APPLICABLE CODES THE TIE BMS 8 TIE COLS 411 +/- 1" THE SAME STATE AS THE PROJECT LOCATION. DESIGN CONTRACTOR SHALL USE A SIMILAR DETAIL AND/OR WATER: POTABLE RC-27 SLABS AND GRADE BEAMS SHALL NOT HAVE JOINTS 5-12 ALL BOLTED STEEL CONNECTIONS ARE TO BE LOADINGS) SHALL CONFORM TO ALL REQUIREMENTS THE MORE COSTLY ITEM OF CONFLICT. THE CONFLICTS CHLORIDE: NONE IN A HORIZONTAL PLANE. ALL REINFORCEMENT SHALL STANDARD AISG BOLTED CONNECTIONS AS PER THE OF THE BUILDING CODE (SEE GENERAL NOTES FOR SHALL BE BROUGHT TO THE ATTENTION OF THE BE CONTINUOUS THROUGH ALL CONSTRUCTION JOINTS. RISC MANUAL AND SHALL BE CAPABLE OF APPLICABLE BUILDING CODE). ARCHITECT. RC-3 PROVIDE NORMAL WEIGHT AGGREGATES IN SUPPORTING MAXIMUM ALLOWABLE UNIFORM BEAM G-8 PHOTOGRAPHIC REPRODUCTIONS OF THE STRUCTURAL COMPLIANCE WITH THE REQUIREMENTS OF ASTM C33. RC-28 PROVIDE (2) #5 BARS WITH 2'-0" PROJECTION ON ALL LOADS, AS DETERMINED FROM THE TABLES OF UNIFOOM LOAD CONSTANTS OF THE AISC MANUAL. ALL FIELD VERIFY CONIDITIONS DRAWINGS FOR SHOP DRAWINGS SHALL NOT BE RC-4 FLYASH WHEN USED, SHALL BE LIMITED TO 2O% OF THE SIDES OF ALL OPENINGS OR RE-ENTRANT CORNERS IN CONCRETE BOLTS SHALL BE STRENGTH ASTM A325. PERMITTED. CEMENTITIOUS MATERIAL. MASONRY FV-1 CONTRACTOR SHALL VERIFY CONDITIONS AND G-9 REVIEW ALL SHOP DRAWINGS FOR CONFORMANCE WITH DIMENSIONS RELATIVE TO THE SAME. WHERE THERE THE CONTRACT DOCUMENTS AND FOR COMPLETENESS ALL PUMPED CONCRETE WITH S-1 AGGREGATE IS TO COLD FORMED STEEL (METAL STUDS) ARE CONFLICTS BETWEEN ACTUAL FIELD CONDITIONS AND ANSWER ALL CONTRACTOR RELATED QUESTIONS. RC -El CONTAIN A HIGH RANGE WATER REDUCING AGENT. M-1 MASONRY CONSTRUCTION SHALL CONFORM TO ACI AND DATA PRESENTED IN THE DRAWINGS SUCH STAMP AND INITIAL ALL SHEETS PRIOR TO SUBMITTING MINIMUM SIZE OF DISCHARGE TO BE 4" I.D. "BUILDING CODE REQUIREMENTS FOR MASONRY MS-1 ALL STUDS AND/OR JOISTS AND ACCESSORIES SHALL CONDITIONS SHALL BE CALLED TO THE ARCHITECT'S SHOP DRAWINGS TO ARCHITECT FOR REVIEW. STRUCTURES" (ACl/ASCE 530) AND "SPECIFICATIONS BE OF THE TYPE, SIZE, GAUGE AND SPACING AS ATTENTION AND THE NECESSARY ADJUSTMENTS SHALL NONCOMPLIANCE WITH THIS REQUIREMENT WILL RESULT A 2" I.D. DISCHARGE MAY BE USED WITH 08 FOR MASONRY STRUCTURES" (AGI/ASCE 530,1) EXCEPT SHOWN ON THE DRAWINGS OR TABLES. BE MADE PER THEIR INSTRUCTIONS. IN REJECTION OF SUBMITTAL. RG-6 AGGREGATE. USE PLASTICIZER ADMIXTURE IF AS AMENDED BELOW. NECESSARY TO INCREASE SLUMPS BEYOND THAT M-2 CONTRACTOR SHALL OBTAIN COPY OF MASONRY M6-2 ALL STRUCTURAL MEMBERS AND CONNECTIONS SHALL FV-2 GENERAL CONTRACTOR SHALL REVIEW AND APPROVE G-11 GENERAL CONTRACTOR SHALL COORDINATE THE NOTED ABOVE. CODE AND SPECIFICATIONS FOR REFERENCE AT THE BE DESIGNED IN ACCORDANCE WITH THE AMERICAN SHOP DRAWINGS BEFORE SUBMITTING THEM TO THE STRUCTURAL DRAWINGS WITH ALL OTHER DISCIPLINES. CHAMFER ALL EDGES OF EXPOSED CONCRETE 3/4" JOBSITE. IRON AND STEEL INSTITUTE SPECIFICATIONS FOR THE ENGINEER, OTHERWISE THEY WILL BE REJECTED. WHERE THERE ARE CONFLICTS IN INFORMATION UNLESS NOTED OTHERWISE. M-3 USE TYPE I S" MORTAR WITH MINIMUM COMPRESSIVE DESIGN OF COLD FORMED STRUCTURAL STEEL PRESENTED IN THE DRAWINGS OR IF THE DRAWINGS RG-8 ALL REINFORCING STEEL SHALL BE DETAILED STRENGTH OF 18OOpsi. IN ACCORDANCE WITH ASTM MEMBERSLATEST EDITION , . FV-3 IF THERE ARE ANY DISCREPANCIES THE STRICTER ARE UNCLEAR OR INSUFFICIENT IN ANY MANNER THAT , FABRICATED AND INSTALLED IN ACCORDANCE WITH C27O M5-3 ALL FRAMING MEMBERS SHALL BE FORMED FROM SHALL GOVERN. MAY INHIBIT THE CONTRACTORS UNDERSTANDING OF THE PROJECT, SUCH CONFLICTS SHALL BE BROUGHT ACI 318-95 AND ACI DETAILING MANUAL, ACI 315 1988 M_4 MASONRY UNITS SHALL CONFORM TO ASTM C90, CORROSION RESISTANT STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A-446 WITH A MINIMUM TO THE ARCHITECT/ENGINEER'S ATTENTION PRIOR TO EDITION. GRADE N WITH A MINIMUM COMPRESSIVE STRENGTH OF YIELD STRENGTH OF 40 ksi FOR SJ AND CJ STYLE SHORING BIDDING AND THE NECESSARY ADJUSTMENTS SHALL RC-9 REINFORCING STEEL SHALL BE NEW DEFORMED BARS 19OOpsi ON NET SECTION TO PROVIDE NET AREA STUDS AND 33 ksi FOR GR RUNNERS. (U.S.G. OR BE MADE PER THEIR INSTRUCTIONS. THAT ARE FREE FROM RUST, SCALE AND OIL AND COMPRESSIVE STRENGTH OF MASONRY (F'm) OF EQUIVALENT). CONTRACTOR SHALL RETAIN SPECIALTY ENGINEER TO CONFORM TO ASTM A615, GRADE 6O, WITH MINIMUM 15OOpsi., LAID IN RUNNING BOND. M5-4 FASTENING OF COMPONENTS SHALL BE WITH SELF DESIGN ROOF SHORING THRU OUT THE ENTIRE G-12 ONLY WRITTEN CHANGES APPROVED BY THE YIELD STRENGTH = 60,OOOpsi. WHERE WELDING DRILLING SCREWS OF SUFFICIENT, NUMBER AND BUILDING AS NEEDED. MUST SUBMIT SHORING PLAN ARCHITECT AND ENGINEER SHALL BE PERMITTED. REQUIRED ASTM 41O6, GRADE 60 M-5 REINFORCING STEEL SHALL BE NEW DEFORMED BARS SPACING TO DEVELOP THE FULL DESIGN CAPACITY FOR APPROVAL. RC-10 ALL SLABS ON GRADE SHALL BE REINFORCED WITH THAT ARE FREE FROM RUST, SCALE AND OIL AND OF THE CONNECTED MEMBERS IN ACCORDANCE WITH WELDED WIRE FABRIC AS SHOWN IN THE DRAWINGS. CONFORM TO ASTM A615, GRADE 60. WITH MINIMUN THE MANUFACTURER'S RECOMMENDATIONS. WIRE TYING SHALLOW FOUNDATIONS YIELD 6TRENGTH=60,000 psi. WHERE WELDING OF COMPONENTS SHALL NOT BE PERMITTED. RC-11 WELDED WIRE FABRIC SHALL CONFORM TO ASTM REQUIRED ASTM A-1O6, GRADE 60. PROVIDE THE 5F-1 FOLLOW RECOMMENDATION WITH STRICT ACCORDANCE A-165, FOLLOWING LAP SPLICES FOR REINFORCING. MS-5 PROVIDE HORIZONTAL STRAP BRIDGING 1j"4O GAUGE AS OUTLINED IN THE GEOTECHNICAL REPORT FROM RG-12 LAP CONT. BOTTOM STEEL OVER SUPPORT AND CONT. BAR SIZE: SPLICE SIZE: AT 48" O.G., SUPPLEMENTED BY SOLID BRIDGING AT ARDAMAN 4 ASSOCIATES PROJECT No, TOP STEEL AT MID SPAN UNLESS OTHERWISE 414 2411 8'-0" O.C. MINIMUM AND AS RECOMMENDED BY THE DATED SPECIFIED. MIN. LENGTH OF LAPPED SPLICES SHALL 05 3011 MANUFACTURER. BE AS FOLLOWS UNLESS NOTED. STAGGER SPLICES SO 06 3(0" SF-2 SOIL TO BE STRIPPED, COMPACTED AND TESTED IN THAT NO TWO ADJACENT BARS ARE SPLICED IN THE MS-6 SUBMIT PRE-ENGINEERED METAL STUD TRUSSES ACCORDANCE WITH THE RECOMMENDATIONS OF THE SAME LOCATION UNLESS SHOWN OTHERWISE. WELDED M-6 CMU CELLS INDICATED IN PLAN OR NOTES AS FILLED DRAWINGS d CALCULATIONS SIGNED AND SEALED BY SOILS ENGINEER AND PROJECT SPECIFICATIONS. WIRE FABRIC SHALL BE LAPPED ONE FULL MESH AT CELLS SHALL BE GROUTED SOLID WITH 3000 psi AN ENGINEERED REGISTERED IN THE STATE OF THE SIDES AND ONE FULL MESH PLUS 2" AT THE ENDS. CONCRETE GROUT (8" TO 1011 SLUMP). FLORIDA. SF-3 CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE MAKE ALL BARS CONTINUOUS AROUND CORNERS OF MS-1 PRE-ENGINEERED METAL TRUSSES TOP AND BOTTOM COLUMNS OR WALLS UNLESS OTHERWISE SHOWN ON PROVIDE CORNER BARS OF EQUAL SIZE AND 1" I--1 PROVIDE FILLED CELLS AS SHOWN ON PLANS. IN CHORDS SHALL BE 18 GAUGE MIN. PLANS. MAXIMUM MISPLACEMENT OR SPACING. BAR SIZE: SPLICE SIZE: ADDITION, PROVIDE FILLED CELLS WIN) 05 VERTICAL ECCENTRICITY-2". TOLERANCE FOR MISLOCATION OF 03 1611 AT 4'-0" O.G. AT INTERIOR WALL. COLUMN DOWELS OR ANCHOR BOLTS TO BE PER ACI #4 2211 OR AISC STANDARDS. 2711 M_8 A MINIMUM OF (3) FILLED CELLS SHALL BE LOCATED SF-4 HORIZONTAL JOINTS IN FOOTINGS WILL NOT BE #6 3511 AT CONCENTRATED LOADS ON TYPICAL WALLS. PERMITTED, RC-13 TERMINATE ALL DISCONTINUOUS TOP BARS WITH M-9 PROVIDE (3) FILLED CELLS AT ALL CORNERS AND SF-5 WHERE VERTICAL CONSTRUCTION JOINTS OCCUR IN STANDARD 90 DEGREE HOOK (PLACED VERTICALLY) ENDS OF WALLS, CONTINUOUS FOOTINGS. PROVIDE A MINIMUM UNLESS NOTED OTHERWISE. CONTINUOUS 2" x 4" KEY WAY ACROSS JOINT FOR M-10 EXPANSION BOLTS SHALL BE "HILTI KWIK BOLT II" OR EACH 12" OF DEPTH. RC-14 PROVIDE THE FOLLOWING CONCRETE COVERAGE'S APPROVED EQUAL. MINIMUM EMBED SHALL BE 5" OVER REINFORCING, FOR 3/411 DIA.,3)/211' FOR Yz11 DIA. AND 2Y" FOR %` DIA. SF-6 CONTRACTOR TO NOTIFY ARCHITECT IF SOIL B.O. FOOTINGS 4 UNFORMED EDGES- 3" CLR. CONDITIONS ARE UNCOVERED THAT PREVENT THE BEAMS 4COLUMNS (TIES)- 1 1/211 CLR. M-11 CHEMICAL ANCHORS SHALL BE "HILT! C-100" OR REQUIRED SOIL BEARING PRESSURE FROM BEING SLABS (TOP 8 BOT.-STEEL) APPROVED EQUAL. MINIMUM EMBEDMENT SHALL BE 5 OBTAINED. 6F-7 COORDINATE PLUMBING LINES WITH FOOTING GONG. WALLS- AS NOTED (I I/2" CLR. MIN.) FOR 3/41111 DIA., 4/4" FOR Y2" DIA,, 3y" FOR 3/s" DIA. LOCATIONS FOR INTERFACE. INDIVIDUAL FOOTINGS INTERIOR- 3/4" CLR. M-12 SHOULD BE LOWERED WITH THE PRIOR APPROVAL OF EXTERIOR- 1 1/2" CLR. THREADED ANCHORS SHALL BE ASTM A36 OR A3O-1 THE STRUCTURAL ENGINEER. CONTINUOUS WALL RC-15 SHOP DRAWINGS FOR PLACEMENT SHALL BE QUALITY. ALL CMU CELLS TO RECEIVE ANCHORS FOOTINGS SHOULD BE STEPPED AS DETAILED ON SUBMITTED FOR REVIEW PRIOR TO REBAR SHALL BE GROUTED SOLLD. NOTIFY ENGINEER PRIOR DRAWINGS, FABRICATION, TO SUBSITUTION OF ANY BOLTS INDICATED IN THE 6F-6 EXCAVATING UNDER OR NEAR IN -PLACE RC-16 SLEEVE ALL PENETRATIONS THROUGH BEAMS AND DRAWINGS. FOOTINGS/FOUNDATIONS WHICH DISTURBS THE SLABS INDIVIDUALLY CORE DRILLING WILL NOT BE STRUCTURAL STEEL COMPACTED SOIL BENEATH THE PERMITTED. SUBMIT LOCATION AND SIZE OF SLEEVES FOOTINGS/FOUNDATIONS WILL NOT BE PERMITTED. THROUGH BEAMS TO ENGINEER FOR REVIEW PRIOR TO 6-1 FABRICATION AND ERECTION OF STRUCTURAL STEEL CASTING CONCRETE. SHALL CONFORM TO THE A15C "MANUAL OF SF-9 REINFORCING SHALL BE SUPPORTED ON PRECAST STRUCTURAL CONSTRUCTION" NINTH EDITION AND THE CONCRETE PADS, DOWELS FOR COLUMNS AND FILLED RC-17 NO REINFORCING BARS SHALL BE GUT TO AISG "SPECIFICATION FOR STRUCTURAL STEEL CELLS SHALL BE SECURED IN PLACE PRIOR TO ACCOMMODATE THE INSTALLATION OF ANCHORS, BUILDINGS," 1989 EDITION. POURING CONCRETE. USE TEMPLATES FOR SETTING EMBEDS OR OTHER ITEMS. COLUMN DOWELS AND ANCHOR BOLTS. S-2 STEEL DESIGNATIONS: RC-18 USE THE STRUCTURAL DRAWINGS INCLUDING REVISIONS WIDE FLANGES - ASTM A992 Fy=5Ok.s.i SF-10 THE OWNER SHALL PROVIDE THE CONTRACTOR A AND ADDENDA IN CONJUNCTION WITH REVIEWED SHOP ALL OTHER HOT -ROLLED SHAPES AND PLATES COPY OF THE GEOTECHNICAL REPORT FOR THE SITE DRAWINGS FOR PLACEMENT OF REINFORCING. - ASTM A36 F 36ks.i y= PRIOR TO CONSTRUCTION, NO CONSTRUCTION MAY PIPE COLUMNS -ASTM A53, GRADE B Fy=35ks.i B EGIN UNTIL A SOILS REPORT FOR THE SITE IS RC-19 AT CHANGES IN DIRECTION OF CONCRETE WA!_LS, STRUCTURAL TUBING - ASTM 45OO, GRADE B OBTAINED FROM THE OWNER A NEW BEAMS 8 STRIP FOOTINGS, PROVIDE CORNER BARS Fy=46ks.i STRUCTURAL NOTES GEOTECHNICAL REPORT IS PERFORMED FOR THE SITE. A COPY OF THE ORIGINAL OF SAME SIZE AND QUANTITY CU.ON.) AS HORIZONTAL GEOTECHNICAL REPORT STEEL. REFER TO TYPICAL DETAIL. 6-3 ALL HIGH STRENGTH BOLTS SHALL MEET THE SHALL BE SUBMITTED TO THE ARCHITECT/ENGINEER REQUIREMENTS OF THE "SPECIFICATION FOR GENERAL NOTES FOR REVIEW PRIOR TO CONSTRUCTION. RC-20 ALL EMBEDDED ITEMS SHALL BE SECURELY TIED IN STRUCTURAL JOINTS USING ASTM A325 OR 4490 G-1 REVIEW ALL PROJECT DOCUMENTS PRIOR TO SF-11 STEPS IN WALL FOOTING SHALL NOT EXCEED A SLOPE PLACE PRIOR TO CONCRETE PLACEMENT. BOLTS." S-4 UNLESS NOTED OTHERWISE, ALL BOLTS SHALL 3/4" FABRICATION AND START OF CONSTRUCTION. REPORT OF (1) VERTICAL TO (2) HORIZONTAL. RC-21 WEDGE BOLTS SHALL BE ITW RAMSET/REDHEAD DIAMETER A-325 AND SHALL BE BEARING TYPE ANY DISCREPANCIES TO ARCHITECT OR STRUCTURAL ENGINEER PRIOR TO PROCEEDING WITH WORK. BOLTS OR APPROVED EQUIVALENT INSTALLED IN CONNECTIONS, IF A CERTAIN SITUATION IS NOT 5F-12 CAUTION SHALL BE USED WHEN OPERATING ACCORDANCE WITH MANUFACTURER'S DETAILED USE A SIMIALAR DETAIL CONNECTIONS G-2 THE MASONRY WALLS ARE NOT DESIGNED VIBRATORY COMPACTION EQUIPMENT NEAR EXISTING RECOMMENDATIONS. 3/411 DIAMETER WEDGE BOLTS SHALL GENERALLY FOLLOW THE TYPES SHOWN IN AISC WITHSTAND TEMPORARY CONSTRUCTION LOADS. IT IS STRUCTURES TO AVOID THE RISK OF DAMAGING THE EXISTING STRUCTURE. SHALL BE OF LENGTH REQUIRED TO PROVIDE 3Y4" MIN. MANUAL OF STEEL CONSTRUCTION. THE CONTRACTORS RESPONSIBILITY AT ALL TIMES TO SF-13 ALL BACKFILL COMPACTION WORK ADJACENT TO EMBEDMENT, 2.0 KIPS TENSION AND 4.1 KIPS SHEAR WORKING LOADS IN 3OOOp5i CONCRETE (U.O,N.) DO S-5 USE MIN. 3/411A-325F BOLTS WITH CLASS A CONTACT MAINTAIN WALL STABILITY DURING THE CONSTRUCTION RETAINING WALLS, FOUNDATION WALLS ETC. SHALL USE NOT CUT EXISTING REINFORCING TO INSTALL. SURFACE FOR SLIP CRITICAL CONNECTIONS AS PHASE OF THIS PROJECT. G-3 IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT LIGHT DUTY HAND OPERATED TAMPERS WITHIN 3'-0" RC-22 DOWEL BAR SPLICERS SHALL BE A COMPLETE DESIGNATED ON PLANS BY A-325 S.C. EXISTING FACILITIES, STRUCTURES AND UTILITY LINES DISTANCE FROM THE WALL. ASSEMBLY, INCLUDING COUPLER, FROM ATTACHMENT 5-6 ALL BOLTS CAST IN CONCRETE SHALL CONFORM TO FROM ALL DAMAGE DURING CONSTRUCTION. 5F-14 AT EXTERIOR CMU FOUNDATION WALLS, WHEN THE (WHEN REQUIRED) AND THREADED BAR CAPABLE OF DEVELOPING THE BAR BEING SPLICED IN ASTM A-36 OR A-307. G-4 NO STRUCTURAL MEMBER SHALL BE GUT, NOTCHED OR HEIGHT BETWEEN TOP OF SLAB AND FINISH GRADE IS GREATER THAN 3'-0" FOR A LENGTH OF 6'-0" OR ACCORDANCE WITH ACI 318 SECTION 12.14.3. S-� ALL SHOP AND FIELD WELDING SHALL BE DONE BY OTHERWISE REDUCED IN SIZE OR STRENGTH WITHOUT MORE, CONTRACTOR SHALL PROVIDE TEMPORARY RG-23 HEADED STUD ANCHORS SHALL BE ASTM A 108, CURRENTLY CERTIFIED WELDERS IN ACCORDANCE WITH AWS DLI "STRUCTURAL WELDING CODE," LATEST PRIOR APPROVAL IN WRITING FROM THE STRUCTURAL BRACING OF WALL UNTIL 14 DAYS MINIMUM AFTER GRADE S, 1010 THROUGH 1020 AS MANUFACTURED BY EDITION. ENGINEER. AND OTHER G-5 COORDINATE STRUCTURAL AND OTHER DRAWINGS SLAB IS INSTALLED. NELSON STUD OR APPROVED EQUIVALENT. STUD 6-8 ALL WELDS ARE TO CONFORM TO AISC STANDARDS THAT ARE PART OF THE DOCUMENTS FOR REINFORCED CONCRETE WELDING SHALL CONFORM TO AWS DI.1 "STRUCTURAL AND LOAD TABLES. USE E7OXX ELECTRODES FOR ANCHORED, EMBEDDED OR SUPPORTED ITEMS WHICH WELDING CODE." ALL WELDING UNLESS NOTED OTHERWISE GRIND AFFECT THE STRUCTURAL DRAWINGS. IRG-1 ALL CONCRETE DESIGN PLACEMENT SHALL BE IN RC-24 ADHESIVE ANCHORS SHALL BE ITW RAMSET/REDHEAD SMOOTH ALL EXPOSED WELDS. STRICT ACCORDANCE WITH THE ACI "BUILDING CODE EPGON CERAMIC 6 EPDXY ANCHORING SYSTEM OR 5-9 SUBMIT STRUCTURAL STEEL SHOP DRAWINGS FOR REQUIREMENTS FOR STRUCTURAL CONCRETE," ACI APPROVED EQUIVALENT INSTALLED IN ACCORDANCE REVIEW PRIOR TO FABRICATION. CLEARLY SHOW ALL 318-05. WITH MANUFACTURER'S RECOMMENDATIONS. A SCREEN PIECE MARKS, CONNECTIONS AND ERECTION TUBE MUST BE UTILIZED FOR INSTALLATION IN HOLLOW DRAWINGS. ANY SPLICES NOT SHOWN ON CONTRACT BLOCK AND BRICK MASONRY. DO NOT CUT EXISTING DRAWINGS ARE TO BE CLEARLY NOTED FOR REINFORCING TO INSTALL. APPROVAL. DEFINITIONS OF ABBREVIATIONS JST. JOIST OHGD OVERHEAD GARAGE DOOR STL. STEEL =��:•' �1iL'O�`°•. A.B. ANCHOR BOLT CONC. CONCRETE FG FINISHED GRADE JT. JOINT OPG. OPENING STRUGT,STRUCTURAL ; C - ' _' ABV. ABOVE CONN. CONNECTION f'm MASONRY COMPRESSIVE STRENGTH L ANGLE OSB ORIENTED STRAND BOARD SUBST. SUBSTITUTE M ACI AMERICAN CONCRETE INSTITUTE CONT, CONTINUOUS FND. FOUNDATION MAX. MAXIMUM P.D.F. POWER DRIVEN FASTENERS SYP SOUTHERN YELLOW PINE ARCH. ARCHED OR ARCHITECT CVR. COVER FIRM FRAMING M/C MOISTURE CONTENT P.E.M.T. PRE-ENGINEERED METAL TRUSSES T.45. TOP AND BOTTOM '.,9 0,�, ASTM AMERICAN SOCIETY OF TESTING AND MATERIALS DIA. DIAMETER FTG. FOOTING M.G.J. MASONRY CONTROL JOINT P.E.W.T. PRE-ENGINEERED WOOD TRUSSES T.O. TOP OF •.� BLW. BELOW DTL, DETAIL GA GAUGE MFR. MANUFACTURER PL PLATE TOF TOP OF FOOTING �, ` ¢ •` BM BEAM DWG. DRAWING G.C. GENERAL CONTRACTOR MIN. MINIMUM PSF POUNDS PER SQUARE FOOT T05 TOP OF SLAB • • • • `� A. Jk I, S SLAM, P.E. MISC. MISCELLANEOUS , B.O. BOTTOM OF EA. EACH H.G.A. HEADED CONCRETE ANCHOR PSf POUNDS PER SQUARE INCH TS TUBE STEEL BOT. BOTTOM E.J. EXPANSION JOINT HORIZ, HORIZONTAL MPH MILES PER HOUR P.T. PRESSURE TREATED TYP, TYPICAL 5121 ORpI.INA DRIVE BRG. BEARING EL. ELEVATION H.S. HEADED STUD MTL METAL QTY. QUANTITY U.O.N. UNLESS OTHERWISE NOTED CORAL. GABLES, FL. 33146 C.J. CONTROL JOINT EMBED EMBEDMENT IN INCH(ES) NO. NUMBER REINF. REINFORCEMENT VERT. VERTICAL PHONE: 31a5-665-5032 CLR. CLEAR EXP. EXPOSURE OR EXPANSION INT. INTERIOR NS.BFS. NEAR SIDE AND FAR SIDE REQ'D REQUIRED W/ WITH CONTACT: CARL OS CARDOSO CMU CONCRETE MASONRY UNIT FF FINISHED FLOOR J.B. JOIST BEARING N.T.S. NOT TO SCALE RMD ROOF METAL DECK W/C WATER CEMENT COL. COLUMN FFE, FINISHED FLOOR ELEVATION J.G. JOIST GIRDER O.C. ON CENTER SPF SPRUCE PINE FIR WWF WELDED WIRE FABRIC Tec" 8:� tsit� 10 t.I 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 diiinfo@dtiarchitect.com www.dtiarchitect.com I I Carlos Pizarro, R.A. I I AR - 0013079 Revisions: Date Description F� Al z U 04 in M in � �D a o 0 H 0 � O H U a 0 a O N r rn Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO SHEET NAME STRUCTURAL NOTES W rA SHEET NUMBER A•, S-0 _I _III I' 1 41'II! 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AA26001933 Architecture • Planning • Interior Design 14125 N.W. 80th Ave. Suite 303 I I I I i Miami Lakes, Fl. 33016 T. 786-235-9097 F. 305-362-4420 dtiinfo@dtiarchitect.com www.dtiarchitect.com I I I I I 12 I I I I I I I I I 1_2 1 I'-10" " 26'-I I" 1 411 IT'-I11 1_411 I'i'_111 1-411III-loll 1-41117'-1'1 -4" ITi_I11 1-4" I'I'-I11 � Carlos Pizarro, R.A. r- -� ___ __ r -- r -- r -- r -- r - \ r -- r-kil _ AR-0013079 I I I I I I ---- MI6 MI6 - MI6 MIb MI6 MIb MI6 _______........ _____-_-_._. __ _.__ ___ ..-_ml 1 �.®�------ -I--------------i I---------------i I---------------4 �------------ -4 i- -i 1---------------I 4Revlslons.---J--z--- r----------------- M Ib L____J L____J L_I___J L____J L_�__J L____J L_ LiF5 F4 F4 F5 F5 F5 F5 �— F5 �� F5 jfDate Description ICI I I I I I I j I I 1 1 1 I , • , I GJ GJ I ; I tr I i GJ GJ GJ (F5 <-I L • I I I �I�j I •?- , O I II I I • I • BOT - I VLF r_ I I I I A3.1 "4- ' 1 rJ I F6 I I I I I I I I F6 I I I I GJ I I GJ I I GJ I I I I GJ I I O O I -I - - - F - - I - - - - —I - - - - - --I--� - -� - - - - -©--I— B 0 I � I I I I I 1 1 I I I I '� I I I I I I FS I I I I FS I L _ J L _J 1�\—__ l �I i • I �7 N cn I I I d m 1 301 511-611 A/11 /�11 A/11_O�1 I I `7V -V •TV TEWITE PROTECTION NOTE: I I 1 II f a w 7 j I I I an W U AREAS OF THE BUILDING WHERE CONCRETE SLAB IS REMOVED SHALL RECEIVE A I I I I A zn W COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES PRIOR TO NEW CONCRETE BEING POUR TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS I ,� ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE, CONSUMER SERVICES I I I i�fi U w ¢� AND THE 2010 FLORIDA BUILDING CODE SECTION 1816, V I I GJ GJ G.I I I 0 SOIL STATEMENT: m i A O SOIL BEARING VALUES OF () PSF IN ACCORDANCE WITH ARDAMAN t ASSOC. WOIL _� rL • 1F5 O O r - - O O r - - - - 1 O O r - - - - O O r - - - - O O r - - O ® r _ _ _ _ O \ 5 r— 10 REPORT DATED: _ I 4--------- W7_24---------! ! ------ I Ell------ -------- ------ I-- --- W� 24 -- - ---------- - ---------- ------------ _ V WF 24 I I - - --------- - - I---J-------- L----J L----J L----J L---_J L_ --"� L----J I \�__ _J/I It 10'-0" 15'-0" 9'-4" 10'-I" q'-4" O'-6" 9'-4" 10'-511 0�/ m F-� lil to 8i1 8i1 A W 1 1 � U � A ~ 0 0 � 5 A3.1 6 A3.1 � a 0 p4 a � w � 0 H 0 0 �o FOUNDATION PLAN . SCALE: 1/5' = 1'-0" U 0 P4 1- TOP OF FOOTINGS 2'-0" BELOW FIN FL ELEVATION UNLESS NOTED OTHERWISE. O 2- 8" ABW F'M= 1600 PSI P4 04 W N MORTAR TYPE M a N U1 GROUT 3000 PSI (10" SLUMP) P1.1 HORIZONTAL REINF +9 GA TRUSS TYPE * 16" C/C VERTICAL REING % 632 3- COMPLY WITH SOIL PREPARATION IN STRICT ACCODANCE WITH ARDAMAN t ASSOC. SOIL REPORT 4- 5" CONCRETE SLAB (3000 PSI) WITH 6X-2.IX2.1 WWF OVER VAPOR BARRIER OVER %% MIN COMPACTED FILL (BY ARDAMAN AND ASSOC. SOIL REPORT 5- 0 CONSTRUCTION JOINT. tttttllllf/11/'' %SPC K ►�1 ��G��. Q'•:. • �\ C E 1�S ®•' SHEET NAME At • E ,�J22J' : Q ` W FOUNDATION Pat • PLAN AL A. JACK MESSULAM, P.E. CONSULTING ENGINEER SHEET NUMBER 5121 ORDUNA DRIVE CORAL GABLES, FLORIDA, 33146 � S-100 PHONE: (305) 665-5032 �y PE 0 12326 F+i FOUNDATION SC�4EDl�J—� F'c- 3000 PSI Fy= 60,000 PSI MARK SIZE REINFORCING �1„IA�S LW SUJ CONY. RANS F4 4'-0 X 4'-0 X 12" 5+5 5"5 F5 5'-0 X 5'-0 X 12" 6+5 6+5 F6 6'-0 X �0'-0 X IS" l+ 6 i" 6 FS S'-0 X 8'-0 X 24" 9+ 7 9" � • TOP 4 1307 MI6 16X12 2*5 UJF24 24 X 12 3" 5 +4�15 U�3(d 30 X 12 3+ 5 +4�12 PROVIDE 2"5 X 5' CORNER i3ARs 30" EACH SIDE Tl'P =TE 8 X 8 I* 5 C��L�� SCi-iE:D��E: F'c= 3000 PSI Fy- 60,000 PSI REINFORCING TOP PL MARK SIZE 130T PL REMARKS YERT "3 TILES 0 6X6X1/4TS 4X14X1(4)3/0NS 4X14X1(4)3/0HS F-46KSI � O S X 24 8" 8 � 8 THRU CONC COL O S X 24 8+ � � 8 tHRU CONC COL O S X 24 8+ 6 � 8 THRU GONG COL O S X 16 4" 6 � 8 THRU CONC COL O 6 X 4 X 1/4 TS X 14 1/2 (2) 1/20 X OHS 4 X 14 X 1/2 (4) 1/20X12HS �' 46 KSI O 8 X 24 3+ 6 � WIRE � MAS COL PROVIDE 2"5 X 5' CORNER BARS NS = HEADED STUDS AB = ANCHOR BOLTS A 30� rio " 1-IOB K E3E:,�� SC+��DtJL� F'c= 3000 PSI Fy- 60,000 PSI MARK SIZE ELEV TOP REINFORCING "3 STIRRUPS EA END ARKS BOT IDDLE TOP RBI S X 32 + 12-5 2+ Si 2+ 5 2+ 8• � 12 tHRU ;CONY CONC BM MBI 8 X 16 + 24-0 2+ 5 2+ 5 +6 � 32 2 KO BLOCKS MB2 8 X l�o + ll-4 2+ 5 2" 8 +6 � 32 2 KO BLOCKS MB3 8 X 24 + 18-8 2+ 5 2+ 5 2+ 5 +6 g 32 3 KO BLOCKS MB4 8 X 24 + 12-0 2+ 2 2+ 6 2+ 6 +6 � 32 3 KO BLOCKS Job Number: 12049.01 File name: Issued Date: 05.09.13 Drawn by: MCab Checked by: CC L 1LH I11'_ I I I 1 - L _ J _1 - _ JL. -- i — - __ - ---- - - LW — OWN MBI +24'-O" MB5 +15'-0" M54 +12'-O" ROOF LOADS J1 = 24K5 a 5'-0" c/c. DL=20 PSF GJ-1 = 311 10K LL =30 PSF GJ-2 = 3ioGs8N 1OK GJ-3 = Bil 1OK GJ-4 = 3ioCzSN 1OK 2 I MBI +24'-O" O I MB2 +I- '-4" 3 RB 1 + 12 I_8 II ._---- --. fi- 3 L _L I3I I� I I I I I I I I I I I I I I I I I I I ICI M, I JO15T BEARING EL. +1T-4" G . 1 I MBI +24'-0" I MB3 +IS'-O" RBI — — — — I� I 21 I I I I I I I I I I I I I I I I I I I 1 1 I I I 5 I I I I I I I I I I I I I 1 I I I I I I 1 I I I I I I S I I I I I I I I I I I I I I I I I I I 1 I I I 1 I t JI-24 ® 5'-0" G G 2 I I ®� 4 O MBI +241_OiI O O O O O MB2 +1T-4" I I M54 +12'-O" 17'-4" (D 2 JST. BRG. 3 V = 145 MPH (ULT) I = 1.00 EXP. = C I.P. _ +O.15 Cl = 61 PSF 2 Q .I O 3 2 WIND LOADS ARE BASED ON A.S.G.E. -1-10. (ASD) DEAD LOAD = 20 P.S.F. ROOF ZONES LIVE LOAD = 30 P.S.F. ROOF = 2ro P.S.F. ZONE 1 ROOF = 31 P.S.F. ZONE 2 ROOF = 45 P.S.F. ZONE 3 5 ROOF = 21 P.S.F. ZONE 4 ROOF = 31 P.S.F. ZONE 5 WALL ZONES j MBI +24'-0" M55 +15'-0" MB4 +12'-0" _ A 4 JO I ST 5E EL. +IT_4" 6 e�� ROOF FRAMING PLAN SCALE: 1/8' = 1'-0` TOP OF WALL ELEV. +24'-0" TYP. 3 a NOTES : 00j W N 0 ROOF SLOPE 1/4" PER FOOT. pi W N V1 L 3"X 3"X 1/4" VERTICAL 'X' BRACING TYPICAL a ❑3 L 3"X 3"X 1/4" CONT. WITH 1/2" DIA, X 4" EXP, BOLTS AT 24" O.C. TYPICAL. 3 ® L 311 11 X :, 1/-+ CONT. WELDED TO JOIST 4 BOLTED TO PANEL WITH 1/2" DIA. X 4 EXP. 15OLT5624" O.G. TYP. �5 UPLIFT SRcGiNG BOTTOM CHORD ONLY. ® PARALLEL WELDED BRIDGING. ❑i EXHAUST FAN OR SKYLITE. SEE MECHANICAL DRAWINGS FOR OPENING SIZES. ® 'X' BRIDGING BOLTED ON SPANS OVER 40' AT Cf� ■ n a P.9. I:f n3 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@a dtiarchitect.com www.dtiarchitect.com 11 Carlos Pizarro, R.A. I I AR - 0013079 Revisions: Date Description 8 Z N M O H0 w� x A CnGn W O �a UH � � W W a4 A z I JOIST MID SPAN. 09 A/C FRAME. SEE MECHANICAL DRAWINGS FOR OPENING SIZES. [�] 10 1.5 X 22 GA. VENTED GALVANIZED METAL DECK WITH PUDDLE WELDS AT ii O.G. OVER JOIS�.�S```hCERIMETER SIDE LAR$��* •.��'��`4it O.C. (ZONE 2,3) SIDE L'S� ••�?��Sr� `l�"�O.C. ( j•� A. JACK MESSULAM, P.E. :• No 1 32 CONSULTING ENCsINEER e SHEET NUMBER T 5121 ORDUNA DRIVE F CORAL GABLES, FLORIDA, 33146 S-2,00R `P•' PRONE: (305) 665-5032 ,, s/QN . • �t`� '�.` PE 01232(o W H A a '� z W U C7 Ix 0 a M M � o � H � � �z a o Q� U � 0 a a Job Number: 12049.01 File name: Issued Date: 05.09.13 Drawn by: MCab Checked by: CC T.O.B. MB1 5X16 (2)-9X9 KO BLOCK WITH 4 15 CONT. +24'-0" to B a T M51 SX16 (2)-8X8 KO BLOCK WITH 4 +9 CONT. all C5W FIM ■ 1500 PSI MORTAR TYPE M $/8" T 0 32" ASS OVER 2X8 PT a 32" C/C 5/8" DETISGL.ASS F1TYM P81 OVER 2X8 PT a 32" C/C 8" MORTAR MORTAR TYPE M GROUT 3000 PSI (8" TO 11" SLUMP) O9 GA TRUSS TYPE �016 C/C TYP. OVER C 6XI6 GA STUDS GROUT 3000 P81 (8" TO 11" SLUMP) OVER C 8XI6 GA +9 GA TRUSS TYPE 4116 C/C TYP. STUDS (TYPJ ya 411 �16 32" O.C. PL 1X16X3/8 (2) 5/8#X6H6 " 411 (TYPJ *6 9 32" O.C. 1-1/2 X 22GA GALV. G90 METAL DECK 5/S¢ PUDDLE WELDS a 6" C/C AND'12 TEK8 9 8" SIDE LAPS. PL 1XI6X3/8 (2) 5/60X6H8 4-(1/8"WELD Q0METAL L 44x3/8 CONT. ANGLE WELDED A JOIST x 3LONG)I-1/2 X 22GA GALV. GW DECK 5/8* PUDDLE WELDS a 6" C/C AND M2 TEKS a all SIDE LAPS. +11'-4" +11'-411 T.O.B. � TAB. M152 (2)-8X8 KO 5LOCK WITH 4 S CONT. M52 (2)-SXI6 KO BLOCK L WITH 4 5 CONT. L 24K a 5'-011 C/C. '46 a 32" O.C. 24K is 5'-0" C/C. %a3211oc. . 42'4' TAB. RB-I -8X32 i 5" CONC. SLAB 6X6-2.1x2.1 W11M (2)15 CONT. jBUILDING SECTION SCALE. 1/2 - 1 0 Ah +12'-C" ly TAB. M54 8X24 (3)-8XS KO BLOCK - WITH 6 % CONT. DOOR OPENING 5" CONC. SLAB 6X6-2.1x2.1 WW 1 (2) 45 CONT. 2 BUILDING SECTION SCALE. 1/2 - 1 0 PL 1; 11) 5l M52 (2)-SXI6 KO WITH 4 1 A M54 8X24 (3)-6XS KO WITH 6 A MOI 92V1/_ M 1 QVQ V^ =1 MY 3 BUILDING SECTION SCALE. 1/2 - 1 0 `%%%t%t1111t/1""' 'F �' M ESsA, • ..��GEN� • .9 * : No. 12 6 Architecture - Planning • Interr De 14125 N.W.;80th Ave. Suite 3031 Miami takes, F1. 3301 T. 786-235-9097 F. 305-362-4420 �■ 11 Carlos Pizarro, R.A. I I AR - 0013079 Revisions: Date I Description M �dQ C) a ^O w W x W A W o � �3 W W � A z � � w w U zCL a Q 0 A z � '^ � Q o � z � W U �i a A W 0 0 � U �. w N M Q 3 �? � N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO 11 SHEET NAME STRUCTURAL SECTIONS F : cc = A. JACK MLbbULAM, P.E. w ~. CONSULTING: ENGINEER SHEET NUMBER 6121 ORD1NA DRIVE ' AL ,��` CORAL GALES, FLORIDA, 33146 PHONE; (305) 665-5032 S-3 PE + 12326 0 V 0 N c� L -- - 1TI I H;I I'i I. nIYI n I dill III -_ T-F— i T-J -- ------ ---- --I - I - - -- --- - L-- _ 111 _-L. 1 _. _ - 1I I I I__ L __ i 4 t: r ,e: iL pssqci4b�6, Inc- !� chit tur Planing • Interior design 4125 N.W. 80th Ave. aoite 303; 1 i i I.s�.es, fL 33016 F. 305-362-4420 El I 4 1 j " A . I �j \1 I I I I citiinft�Qa c3tiar,c:hipte t.comIN IN IN O Carlos Pizarro, R.A. AR - 0013079 Revisions: Date Description a C7 Z o O M �dgg �j r �a �O W wI A � v� WPC U o w w w � p °z �J W) A W ►� z A F--{ I"� �,' LLl a C/) wr%. O 1 - Q A M W 0 Q U H 0 x z U a x x �i 0 W N a N 0 SHEET NAME � ME S q �GEivs��'�' STRUCTURAL 0.13 DETAILS A 40 Rt AM, P.E. w LING EWGINEER � SHEET NUMBER 101;VUNA DRIVE GORAI- GABL1=5, FLORIDA, 33146 S-4 PHONE: (308) 665-5032 W PE N 12326 p, A A A A 1/2' DIA. SMOOTH C ] t2• t ]/z• D 1 1/2' D 1 ]/2' t ]/z• D ] t/z• 1 ]/2' D 1 1/2' STOP WWF 3' —ROD @ 24' O.C. (JOIST SPACING 3" DIA COL, � � � FROM JOINT EA. GREASE SEE ROOF PLAN) TYP. ., SIDE - -- CMU, WALL L 4X3/8 CLLV) m U RI U RI U 07 U ¢ m m X � X L 3'x3'xl/4' C❑NT, C❑NSTRUCTI❑N J❑INT (CJ) 3/16' +' J❑IST J J L6 4X3/8 CLLV) A, B VERIFY WITH PLAN � PLAN � PLAN � PLAN � METAL DECK A/C CONTRACTOR ., .. .. .. saw CUT t/ A N Job Number: 12049.01 File name: Issued Date: 07.16.13 Drawn by: MCab Checked by: C.PIZARRO I i ------------------------------ --- --------- --- ---- _------------i------ -------------- -------- ---- --------------- i �i 1 ; i ; ; ; 1 i I i i i IL ----------------------- it NO WORK IN NO WORK IN THIS AREA THIS AREA i i I i i i I ,I i i i� r1, ------------------------------------- ----- -------------------=-------------1- i i i i�. 16x14 -------- ------------------------------ G1 10 D1 2,fE 50 \ i - D1 2' Op - --- 1 I _L_J 18x14 C F D1 �� 45C CD1 lo.0 37 - I - CO T I D1 2f, 00 1 „ - G1 22-x 137 I -- -2-2-1 IT 714X14 10 4 18x 10„ 4 D1 2 14 20x14 I - j Sf 1 ' Sc. - -i 1 I - ^i 22 16 _ F�) _ RU-I 71/2 28 i 16 QD1-- I� �) 18- x1i ---- - tr- -- _ ��- - - -�_T 1 -� - --- - - 375 yTO h 16x14 22 1100 1 22- R (6 �U-2 12x 4 - I " \ EF- FM) CD1 6"4 50 i I RG1 5 1 i I TO 5 xr4 13 11 _ - - TU � - CD1 75 I --10ll CD1 - 7 ID1 5 10ll 4 4 12„ D1 70 - I LJ ion _____-_-_____ - _ _ __._._ ._- __ _____.______________ -------------------------- ------ -------------- _ _ _ I , _ MECHANICAL PLAN UV SCALE: 1/8"=1'-0" a 4- 0 m U 2 a. r 66 N co') CD N Lf) - N 0 (M ti L co 0 0 Q U ii N y (a 2 CM n to (0 SPILL CONDENSATE INTO DOWNSPOUT. FINAL TERMINATION IS SITE STORM SEWER D1 00 00 0"0 VALL ;AP EF-1 75 CFM) G1 2x22 G1 2x22 KEYED NOTES: O 1. COORDINATE EXACT LOCATION OF RTU WITH STRUCTURAL PRIOR TO INSTALLATION TO AVOID CONFLICTS WITH DUCT DROPS, MECHANICAL LEGEND SUPPLY DIFFUSER ® SMOKE DETECTOR SD RETURN GRILLE CONDENSATE PIPING COND EXHAUST FAN ® THERMOSTAT T FLEXIBLE DUCT 1" DOOR UNDERCUT FOR MAKE-UP AIR RIGID DUCT SUPPLY AIRFLOW - VOLUME DAMPER r=tZI RETURN AIRFLOW -�- MECHANICAL GENERAL NOTES 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2010 FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, FLORIDA ENERGY CODE, ALL NFPA REQUIREMENTS AND ALL LOCAL CODES. 2. ALL WORK SHALL BE COORDINATED WITH ARCHITECTURAL,STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. CONTRACTOR SHALL BE REQUIRED TO FURNISH, INSTALL AND CONNECT WITH APPROPRIATE SERVICES ALL ITEMS SHOWN ON THE DRAWING AT NO ADDITIONAL COST TO THE OWNER. 3. FURNISH SIX (6) COPIES OF SHOP DRAWINGS OF EQUIPMENT OR FIXTURES FOR APPROVAL PRIOR TO PURCHASING. 4. PRIOR TO SUBMITTING A BID, THE CONTRACTOR SHALL HAVE STUDIED AND COMPARED THE CONTRACT DOCUMENTS WITH EXISTING/PROPOSED CONDITIONS AND NOT LATER THAN TEN (10) DAYS PRIOR TO THE BID OPENING SHALL REPORT TO THE ENGINEER ANY ERROR, INCONSISTENCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS. 5. TEST AND BALANCE REPORT SHALL BE PROVIDED BY THE MECHANICAL SUBCONTRACTOR WITH A WRITTEN REPORT PROVIDED TO THE ARCHITECT AND ENGINEER AT THE COMPLETION OF THE PROJECT. AIRSIDE BALANCE AND CAPACITY CHECKS SHALL BE RUN ON ALL SYSTEMS. THE WRITTEN REPORT SHALL BE ON FORMS RECOMMENDED BY AABC. 6. COPIES OF THE MECHANICAL SUBCONTRACTOR'S FIRST YEAR GUARANTEE FOR THE INSTALLATION SHALL BE PROVIDED TO THE OWNER. NOTATION SHALL BE INCLUDED TO SHOW THE EXPIRATION OF THE FIRST YEAR PARTS AND LABOR GUARANTEE AND OF THE EXTENDED FOUR (4) YEAR COMPRESSOR WARRANTY. 7, DEVIATION FROM MATERIALS, METHODS OR PROCEDURES SET FORTH HEREIN MUST BE APPROVED BY THE ENGINEER, IN WRITING, PRIOR TO BID OR COMMENCEMENT OF WORK. 8. THE MECHANICAL CONTRACTOR IS RESPONSIBLE FOR ALL COST INCURRED BY ANY TRADE DUE TO THE SUBSTITUTION OF MECHANICAL EQUIPMENT. ANY CHANGES SHALL BE COORDINATED WITH THE TRADES INVOLVED. MECHANICAL EQUIPMENT 1. AIR CONDITIONING EQUIPMENT SHALL BE FACTORY PACKAGED STRAIGHT COOL WITH ELECTRIC HEAT. 2. ALL AIR CONDITIONING UNITS SHALL INCLUDE A ONE (1) YEAR WARRANTY AND AN EXTENDED FOUR (4) YEAR COMPRESSOR WARRANTY. 3. FILTERS SHALL BE PROVIDED IN THE UNITS. THE FACTORY FILTER SHALL BE USED DURING CONSTRUCTION AND A NEW SET OF REPLACEABLE MEDIA, IN METAL FILTER FRAMES, SHALL BE PROVIDED JUST PRIOR TO TEST AND BALANCE. 4. ALL UNITS SHALL BE PROVIDED WITH A FACTORY CURB. CURBS SHALL BE SET LEVEL ON TOP, WITH LEVEL STRUCTURAL STEEL SUPPORT FRAMES PROVIDE BY THE STRUCTURAL STEEL SUBCONTRACTOR. 5. ELECTRICAL POWER AND CONTROL CONDUITS SHALL RISE UP INSIDE THE CURB OF THE ROOF TOP UNIT. 6. ROUTE CONDENSATE PIPING AS SHOWN ON PLANS. CONDENSATE PIPING 1. EXTERIOR CONDENSATE PIPING SHALL BE SCHEDULE 40 PVC WITH UV INHIBITOR RATED FOR EXTERIOR USE. DUCTWORK 1. SUPPLY AND RETURN DUCTWORK SHALL BE TYPE 800 FIBERGLASS EQUAL TO JOHNS-MANVILLE "MICRO-AIRE". DUCT SHALL BE 1-1/2" THICK WITH AN INSULATION VALUE EQUAL TO R-6. SEAL ALL JOINTS WITH MASTIC. 2. EXHAUST AIR DUCTWORK SHALL BE GALVANIZED SHEET STEEL WITH ALL JOINTS SEALED WITH MASTIC. ROUND EXHAUST AIR DUCTWORK SHALL BE ALUMINUM "TH >f I I ERMOF N OR SINGLE WALL ROUND SHEET METAL EXHAUST I T A AIR DUCTS DO NOT NEED TO BE INSULATED UNLESS REQUIRED BY LOCAL ORDINANCE. 3. ALL DUCTWORK SHALL BE CONSTRUCTED AND INSTALLED PER SMACNA REQUIREMENTS. 4. ALL DUCTS SHOWN ARE INSIDE CLEAR DIMENSIONS. 5. SIZING OF DUCT SHALL BE BASED ON 0.10"/100 FT. EQUAL FRICTION FOR SUPPLY DUCTWORK AND A MAXIMUM 800 FPM VELOCITY FOR THE RETURN DUCTWORK. 6. FLEXIBLE DUCT SHALL NOT BE ALLOWED EXCEPT FOR FINAL DIFFUSER RUNOUTS. 7. HOLD THE BOTTOM OF THE SUPPLY AIR DUCT AT A MAXIMUM OF 24" ABOVE HUNG CEILING FOR ACCESSIBILITY PURPOSES. 8. PROVIDE FLEXIBLE CONNECTION FROM EACH DUCTWORK CONNECTION TO AIR HANDLERS AND FANS. 9. PROVIDE ACCESS PANELS IN DUCTS FOR ACCESS TO VOLUME DAMPERS, AND WHERE REQUIRED FOR MAINTENANCE OF ALL FANS AND MECHANICAL EQUIPMENT. PANELS SHALL HAVE A FIRE RATING EQUAL TO THE PENETRATED ASSEMBLY (MINIMUM ONE (1) HOUR). 10. ALL FLEXIBLE BRANCH CONNECTIONS SHALL HAVE A MANUAL VOLUME DAMPER INSTALLED AT MAIN TRUNK FOR BALANCING PURPOSES, CONTROLS 1. THERMOSTATS SHALL BE BY UNIT MANUFACTURER. ALL THERMOSTATS SHALL HAVE STAGES OF COOLING AND HEATING TO MATCH SPECIFIED UNIT AND SHALL BE 7-DAY PROGRAMMABLE. 2. LOCATE ALL THERMOSTATS 5'-0" A.F.F. UNLESS OTHERWISE NOTED. EXACT LOCATION OF ALL THERMOSTATS SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. 3. EXHAUST FANS SHALL BE CONTROLLED AS NOTED ON THE EXHAUST FAN SCHEDULE. 4. 24 VOLT DUCT SMOKE DETECTORS SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR IN THE SUPPLY AIR DUCT OF ALL UNITS WITH A DESIGN CAPACITY GREATER THAN 2000 CFM. MECHANICAL CONTRACTOR SHALL POWER SMOKE DETECTOR VIA LOW VOLTAGE CONTROL TRANSFORMER IN UNIT. ALL SHUT DOWN CONTROL WIRING SHALL BE BY THE MECHANICAL CONTRACTOR. 5. PER NFPA 90A 6-4.4.3. WHERE THE SMOKE DETECTORS ARE INSTALLED IN A BUILDING NOT EQUIPPED WITH A FIRE ALARM SYSTEM, EACH DETECTOR SHALL HAVE A REMOTE TEST STATION WITH A VISUAL AND AUDIBLE SIGNAL LOCATED ADJACENT TO THE ROOM THERMOSTATS FOR EACH AIR HANDLING UNIT WITH A SMOKE DETECTOR, C, Tec is a,, n 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.dti arch itect.com %J11111111111 .4 ♦`��, `'�P H R. S r , ♦♦ .•�\ •N • �•. i� i N 18 b: TE Joseph R. Stolz, P.E. No.58186 Revisions: Date Description Ix H �rl W M 0 w w x w U Q � w W U a W W � A Z H-I 0 m 0 .� O H � PO O � W N a N Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: CR Checked by: JS SHEET NAME MECHANICAL PLAN Job Number: 65173 ' Colwill Engineering Consulting Engineers, Inc. SHEET NUMBER Engineering Business No. 9021 Tel: East 1-252 Drive Tampa, Florida 33805 M 1 • O Tel: 813-241-2525 Fax: 813-241-2424 © 2013 ALL RIGHTS RESERVED GASKET & WEATHERSEAL ROOFTO UNI �. )RAIN PAN A 1i" HOLE DRILLED IN CAP FOR CLEAN OUT AND VENTING OF DRAIN PIPING. ROUTE AS SHOWN ON FLOOR PLAN. X DUCT X=3"MIN. P-TRAP FACTORY CURB • PIPE SIZE AS REQUIRED SEE DRAWINGS DECK PLATE, RIGID 18 GA, STAINLESS STEEL, MIRO INDUSTRIES MODEL DP-12-SS, SIZE 12" SQ. PILLOW BLOCK PIPE STAND OF POLYCARBONATE RESIN MATERIAL, MIRO INDUSTRIES MODEL 3-R PILLOW BLOCK PIPE STAND ---- PLAN ROOF INSULATION ROOF DECK COUNTERFLASHING STRIP. DECK PLATE i i l i i i ROOFING MATERIAL ELEVATION CENTER DECK PLATE BELOW PIPE STAND DRAINAGE PORTS ON TWO SIDES OF PIPE STAND BASE PROVIDE ALUMINUM PIPE STRAPS, FASTEN TO PIPE STAND WITH STAIN STEEL SCREWS PIPE SHALL REST FIRMLY ON PIPE STAND WITHOUT GAPS PIPE STANDS ARE STACKABLE FOR PROPER ELEVATION OF VARIOUS SIZE PIPE TO MAINTAIN LEVEL PIPING, NO SHIMS OR BLOCKS ARE ALLOWED SUPPORT SPACING FOR PIPE SUPPORTS SHALL BE 4'-0" ON CENTER. PLACE DECK PLATES ON ROOFING, SET PIPE STAND FREE ON DECK PLATES. STACK PIPE STAND WHERE REQUIRED TO ELEVATE PIPING. Q 0 LO 0 co x 0 X 0 Y N L O co -I a. co T r co 0 N- N m. 0 N M T U') 0 0 Q U H E LL V) ca M ti ROOFTOP UNIT GASKET AND SILICONE SEALING BASE RAIL ON UNIT - PRESSURE -TREATED WOOD NAILER STRIP - CURB HEIGHT = 8" MIN FACTORY CURB: NRCA APPROVED, 18 GAGE, SQUARE WITHIN 1/8" ON DIAGONAL MEASUREMENT, WITH A MINIMUM OF 8" ABOVE TOP OF nnnr CURB SET DIRECTLY ON STEEL - 3i8"x6" LAG BOLTS THROUGH UNIT RUNNER, WOOD NAILER AND CURB FRAME. PROVIDE 3 PER LONG SIDE AND 2 PER SHORT SIDE. - -COUNTER FLASHING STRIP --1" RIGID INSULATION _-3" CANT STRIP ';';' ROOF INSULATION METAL DECKING BOLT SETS: 1/2", (2) PER SIDE, THRU BASE OF CURB AND FRAME 1700 LBS. TENSION, 2200 LBS. HEAR CAPACITY.) STRUCTURAL SUPPORT FRAME FOR UNIT & DECKING AT FULL PERIMETER OF FACTORY CURB 1. MECHANICAL SUBCONTRACTOR SHALL FURNISH ROOF OPENING SIZES & LOCATIONS, FOR STRUCTURAL SUPPORT FRAMING BY GENERAL CONTRACTOR. 2. CURB SHALL BE MANUFACTURED WITH SLOPING BASE TO MATCH ROOF PITCH AND LEVEL TOP. 3. ALTERNATE METHODS OF TIE -DOWN FOR ROOF TOP EQUIPMENT SHALL BE APPROVED BY THE STRUCTURAL ENGINEER PRIOR TO COMMENCEMENT OF WORK OR EQUIPMENT ORDER. 4. SYSTEM SHALL BE CAPABLE OF WITHSTANDING WIND FORCE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE AND OTHER APPLICABLE CODES. (TIE -DOWN SYSTEM HAS BEEN DESIGNED FOR 146 MPH WIND FORCE MINIMUM), HANGER SUPPORTS: 8'O.C. = 0-35" DUCTS 6'O.C. = 36-59" DUCTS SIZES HO ARE F ARE • SPIN -IN FITTING: WITH SCOOP AND DAMPER, EXCEPT IN GYP, BOARD CEILINGS, DAMPER IN NECK I L_ MINIMUM RADIUS EQUAL TO THE FLEX DUCT DIAMETER SADDLE: 22 GAGE HANGER STRAP: 1.5", 22 GAGE ON 5' MAX. SPACING (TYPICAL) ROUND "SNAPLOCK" SHEET METAL FOR RUN -OUTS GREATER THAN 6', WITH 2" WRAP INSULATION FLEXIBLE DUCT: INSULATED, MAXIMUM 6', DO NOT SAG OR KINK WRAP INSULATION ABOVE CEILING DIFFUSER CEILING DIFFUSER NOTES: 1• HANGER SUPPORTS SHALL BE AS NOTED ABOVE FOR DUCTS UP TO 24", AND WITH TRAPEZE HANGERS FOR DUCTS 25" AND ABOVE. 2. ELBOWS SHALL BE SQUARE NECK (SAME IN AND OUT DIMENSION) WITH 2" DOUBLE THICKNESS TURNING VANES. 3. OFFSETS SHALL NOT EXCEED 30 DEGREE ANGLE, AND SHALL NOT REDUCE THE FREE AREA OF THE DUCT. 4. TRANSITIONS SHALL NOT EXCEED 1:3 RATIO (4" TRANSITION PER FOOT SINGLE SIDED TRANSITION, AND 8" PER FOOT DOUBLE SIDED TRANSITION), 5. RECTANGULAR BRANCH CONNECTIONS SHALL BE 45 DEGREE ENTRY TYPE, WITH METAL SLEEVE & CLINCH LOCK CONNECTION. ENTRY LENGTH SHALL BE 25% OF BRANCH DUCT WIDTH. 6. ROUND BRANCH DUCT CONNECTIONS SHALL BE WITH "FLEXMASTER" FLDE SPIN -IN FITTINGS, WITH SCOOP, DAMPER AND HANDLE. 7. FLEXIBLE ROUND DUCT SHALL INCLUDE: HELIX COIL FLEXIBLE DUCTING, A 1-1/2" BLANKET INSULATION WITH MINIMUM 6.0 R VALUE, AND A ALUMINUM FOIL OUTER VAPOR BARRIER, AND BE UL-181 APPROVED, 25 OR LESS FLAME SPREAD AND 50 OR LESS SMOKE DEVELOPED. EQUAL TO "FLEXMASTER" TYPE 3M. CONCEALED FIBERGLASS DUCT DETAIL SCALE: NONE RTU SCHEDULE MARK --- RTU-1 RTU-2 MANUFACTURER --- TRANE TRANE MODEL --- TSC092 TSC072 SUPPLY AIR CFM 3000 2400 OUTSIDE AIR CFM 250 200 CAPACITY TONS 7.5 6.0 TOTAL COOLING MBH 92.0 72.0 SENSIBLE COOLING MBH 79.0 61.0 EXTERNAL STATIC PRESSURE IN H2O 0.8 0.8 ELECTRIC HEAT (208V) KW/STEP 20.3/2 20.3/2 EVAPORATOR FAN BHP/FLA 1.5/3.6 1.5/5.0 COMPRESSOR NO/RLA 2/14.5 1/22.4 CONDENSING FAN NO/FLA 1/4.0 1/3.85 ELECTRICAL DATA V/PH/HZ 208/3/60 208/3/60 MCA AMPS 74.9 76.6 FUSE/MOCP AMPS 80 80 EFFICIENCY SEER/EER --/11.2 --/11.2 WEIGHT LBS, 1800 1400 NOTES --- 1-16 1-16 NOTES 1. TRAP CONDENSATE DRAIN AT UNIT (FULL SIZE OF OPENING) MIN. 3" WATER SEAL AND EXTEND AS SHOWN. 2. ALL UNITS SHALL BE SUPPLIED WITH COMPLETE TEMPERATURE CONTROLS AND AUTOMATIC CHANGEOVER. 3. ALL CAPACITIES AT A.R.I. CONDITIONS. 4. PROVIDE WITH FACTORY FABRICATED EXTENDED HEIGHT INSULATED ROOF CURB WITH SLOPED BASE TO MATCH ROOF PITCH AND SET TOP LEVEL. 5. ALL OUTSIDE AIR INTAKES SHALL HAVE MOTORIZED VOLUME DAMPERS. 6. PROVIDE SINGLE POINT POWER CONNECTION. 7. PROVIDE DUCT TRANSITIONS FROM THE SUPPLY AND RETURN DUCT OPENINGS TO THE DUCT SIZES SHOWN ON THE DRAWINGS. 8. HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR ANY ADDITIONAL ELECTRICAL COSTS WHICH MAY RESULT FROM SUBSTITUTED EQUIPMENT. 9. PERMANENTLY IDENTIFY ALL SYSTEMS WITH THE ROOF TOP UNIT DESIGNATION AND SPACE NUMBER SERVED, 10. INSTALL FILTERS IN UNIT PRIOR TO STARTUP AND PROVIDE NEW SET OF FILTERS AT COMPLETION OF CONSTRUCTION PRIOR TO TEST AND BALANCE. 11. ELECTRICAL POWER AND CONTROL CONDUITS SHALL RISE UP INSIDE THE CURB OF THE RTU. 12. DISCONNECT SWITCH SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 13. CONVENIENCE OUTLET SHALL BE PROVIDED BY ELECTRICAL CONTRACTOR. 14. APPROVED ALTERNATE MANUFACTURERS: CARRIER AND YORK/JCI 15. PROVIDE SUPPLY AIR SMOKE DETECTOR. 16. PROVIDE WITH HINGED ACCESS DOORS. FAN SCHEDULE MARK --- EF-1 & 2 EF-3 MANUFACTURER --- GREENHECK GREENHECK MODEL --- SP-All0 SP-A200 SERVICE --- RESTROOMS FILE ROOM AIR QUANTITY CFM 75 150 EXTERNAL STATIC PRESSURE IN H2O 0.375 0.375 FAN TYPE --- CENTRIFUGAL CENTRIFUGAL MAXIMUM FAN SPEED RPM 950 850 DRIVE --- DIRECT DIRECT MOTOR HP(W) 49 W 48 W ELECTRICAL V/PH/HZ 115/1/60 115/1/60 CONTROLS --- W/ LIGHTS W/ LIGHTS SONES --- 1.2 3.2 WEIGHT LBS. 15 25 NOTES --- 1 THRU 5 1 THRU 5 NOTES 1. PROVIDE FACTORY MOUNTED DISCONNECT SWITCH. 2. PROVIDE WITH AUTOMATIC BACKDRAFT DAMPER. 3. PROVIDE WALL CAP WITH BIRD SCREEN. 4. PROVIDE WITH SOLID STATE SPEED CONTROLLER. 5. APPROVED ALTERNATE MANUFACTURER: COOK. BUILDING DESIGN TEMPERATURES DESIGN AREA SUMMER DESIGN WINTER DESIGN OUTSIDE INSIDE OUTSIDE INSIDE DB WB DB WB DB DB WB BUILDING 93 77 75 64 40 70 55 OUTSIDE AIR CALCULATION SCHEDULE SPACE OCCUPANCY OCCUPANCY REQUIREMENT GROSS/NET AREA (sq.ft.) AREA REQUIREMENTS REQUIRED CFM PROVIDED CFM NOTES SALES 20 PEOPLE 7.5 CFM/PERSON 3,800/1,950 0.12 CFM/sq.ft. 384 400 1 THRU 2 STORAGE --7 7.5 CFM/PERSON 160 0.12 CFM/sq.ft, 20 50 1 THRU 2 NOTES 1. THE OUTSIDE AIR WAS CALCULATED USING NET OCCUPIABLE SPACE. 2. OUTSIDE AIR CALCULATIONS BASED ON ASHRAE 62.1-2007 AIR DISTRIBUTION SCHEDULE MARK MANUFACTURER MODEL TYPE MATERIAL NOTES CD1 PRICE ASCD CEILING DIFFUSER, LAY -IN ALUMINUM 1-6 RG1 PRICE 630 RETURN GRILLE, LAY -IN ALUMINUM 1, 2, 3, 5, 6 TG1 PRICE 630 TRANSFER GRILLE, LAY -IN ALUMINUM 1, 2, 6 NOTES 1. NOISE CRITERIA NOT TO EXCEED 25. 2. CONTRACTOR TO COORDINATE BORDER WITH CEILING TYPE. 3. REFER TO FLOOR PLAN FOR CFM. 4. AIR DEVICES ARE 4-WAY THROW (UNLESS NOTED OTHERWISE ON DRAWING). 5. PROVIDE MANUAL VOLUME DAMPER AT MAIN TRUNK TAKEOFF FOR BALANCING. 6. APPROVED ALTERNATE MANUFACTURERS: TITUS AND METAL AIRE Job Number: 65173 Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33605 Tel: 813-241-2525 Fax: 813-241-2424 © 2013 ALL RIGHTS RESERVED ♦�`�,`EP H' R. 8186 :cc► Off. -7P2: �� F •, O R 1 G� ♦♦� Ai E, .�`�♦ Joseph R. Stolz, P.E. No.58186 Revisions: Date Description 0 O M M �d 0 Wo �x U U U W w � A Z W a It M o a a H H a w � 0 � O 0 Q 0 a x a w Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: DC/LO Checked by: JS SHEET NAME MECHANICAL SCHEDULES& DETAILS SHEET NUMBER M-2.0 O'NELECTRICAL SITE PLAN SCALE: 1 "=20' 5. PROVIDE CONNECT TO MONUMENT SIGN. GENERAL NOTES 1. ALL SITE LIGHTING CONDUCTORS SHALL BE #10 AWG IN 3/4"C, UON. UTILITY CONTACTS GEROME FASTINO AT DUKE (727)372-5106 Job Number: 65173 'Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 Tel: East 1-252 Drive Tampa, Florida 33605 \ Tel: 813-241-252damo5 Fax: 813-241-2424 © 2013 ALL RIGHTS RESERVED �\QjjL rCroCy,40P Q • �•o •2 o 51 6 • S OF ' 441: •�rrri Phillip L. Cochran, P.E. No.50716 ' Revisions: Date IDescription O 1 � L7 H �o N M © W WW0 U W p �w a va a W W � Q z � ►� w v � 0 z Q o w P� O W x N Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: AS/PK Checked by: DAS SHEET NAME ELECTRICAL SITE PLAN SHEET NUMBER ES-0*0 �II�IV�Wllbllll'11Y1�1■I�iWYII� L�iV�'_'1,1�"�I�! PHOTOMETRIC SITE PLAN UV SCALE: 1"=20' a FRONTAGE ROAD 0 rn IN -GROUND HANDHOLE SCHEDULE DESCRIPTION 1POLYMER CONCRETE, UL LISTED, HANDHOLE WITH BOLT DOWN COVER AND OPEN BOTTOM. COVER TO BE LIFT OUT, LOCKING TYPE WITH (2) HEX HEAD BOLTS. COVER TO INDICATE "ELECTRIC". NOMINAL BOX SIZE 11'W X 18% X 12'D QUAZITE IPG1118BA12/PG1118CA00-17. LANDSCAPED AREAS - UL TIER 5 NOTES: 1, CONDUITS TO BE STUBBED A MINIMUM OF 4" ABOVE GRAVEL. 12. FURNISH AND INSTALL GRAVEL IN BOTTOM OF HANDHOLE FOR DRAINAGE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 3. ALL CONNECTIONS IN HANDHOLE SHALL BE MADE WITH WATERPROOF, SNAP -LOCK GEL FILLED CONNECTOR KITS EOUAL TO CMC /DSR2/0 OR RAYCHEM JGTAP-2 AND KING 'DRY-CONN' WIRE NUTS FOR FUSE TO FIXTURE CONNECTION. LIGHT FIXTURE, SEE FIXTURE SCHEDULE FOR ACTUAL TYPE, PRESTRESSED CONCRETE, SQUARE, TAPERED POLE. HANDHOLE 6" SEPARATION MAX. PROVIDE IN -GROUND HANDHOLE GRADE z 24" MIN. „ _ � � � , „ � 3/4" PVC MIN. (SEE j ________________ L-- _'/ j :��' SITE PLAN FOR SIZES) --- - --------------------- ----- ----- o '� I #4 BARE CU GND, WIRE 3/4" X 10' LENGTH AS REQUIRED TO GND. ROD (DRIVEN) ACHIEVE WIND LOAD IN NOTE 4. (MINIMUM 7'-0") PARKING LOT CONCRETE POLE DETAIL SCALE: NONE GENERAL NOTES 1. AT EACH POLE LOCATION, THE CONTRACTOR SHALL PROVIDE A 3/4"X10' COPPER CLAD GROUND ROD CONNECTED TO A #4 BARE COPPER CONDUCTOR, CAST IN POLE, EXTENDED TO TENON SLIP FITTER. EQUIPMENT GROUNDING CONDUCTORS SHALL ALSO BE BONDED TO THE GROUND ROD. ALL CONNECTIONS TO THE GROUND ROD SHALL BE BY EXOTHERMIC WELD CONNECTION. 2. ALL POLES ARE TO BE PROVIDED WITH HAND HOLES (MINIMUM 3"X5"). 3. PROVIDE ALL HARDWARE NECESSARY TO COMPLETE THE INTENDED INSTALLATION. 4. CONTRACTOR SHALL BE REQUIRED TO SUBMIT CALCULATIONS FROM THE POLE MANUFACTURER, SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA, TO CERTIFY CONFORMANCE OF EACH ENTIRE POLE AND FIXTURE ASSEMBLY TO THE FOLLOWING STANDARDS: A. 90 MPH IN ACCORDANCE WITH AASHTO SPECIFICATIONS. B. 140 MPH IN ACCORDANCE WITH CALCULATIONS DICTATED IN THE FLORIDA BUILDING CODE. 5. CONTRACTOR IS TO FURNISH AND INSTALL IN -LINE BALLAST FUSES IN BUSSMANN "TRON' WEATHERPROOF FUSE HOLDERS #HEB-SERIES WITH KTK FUSES (SIZE AS REQUIRED). FUSE EACH LUMINARIE SEPARATELY. LOCATE FUSES IN HANDHOLE OF POLE. 6. AN IN -GROUND HANDHOLE SHALL BE INSTALLED AT EVERY POLE LOCATION WHETHER OR NOT INDICATED ON THE DRAWINGS. THE HANDHOLE SHALL BE SIZED TO CONTAIN ALL CONNECTOR KITS, AND GROUND RODS. ALL CONNECTIONS IN HANDHOLE SHALL BE MADE WITH WATERPROOF, SNAP -LOCK GEL FILLED CONNECTOR KITS EQUAL TO CIVIC #DSR2/0 OR RAYCHEM #GTAP-2 AND KING "DRY-CONN" WIRE NUTS FOR FUSE TO FIXTURE CONNECTION. LUMINAIRE SCHEDULE Symbol Label Catalog Number Description Lamp File Lumens LLF GSM-XX-400-MP- MEDIUM 400 WATT PULSE START S1 XX-SL-FG-XX-X ARCHITECTURAL AREA CLEAR ED-28 GSM-XX-400- 40000 0.86 LUMINAIRE-HORIZONTAL HORIZONTAL BURN MP-XXSL- LAMP-SPILL LIGHT FG.ies ELIMINATOR STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Parking Area + 2.9 fc 5.1 fc 0.4 fc 12.8:1 7.3:1 Property Line 0 0.7 fc 2.1 fc 0.1 fc 21.0:1 7.0:1 Job Number: 65173 L Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33605 Tel: 813-241-2525 Fax: 813-241-2424 © 2013 ALL RIGHTS RESERVED e r Tec w ion 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 ��` �p�`L ' ►C 0C GE � • 50 16 '•�� ST • fir: 0 ►►fill Phillip L. Cochran, P.E. No.50716 Revisions: Date Description O C7 Fi r, O M a 0 O WW U W Q �w a o� H W � A z O m 0 � H a � P1 w C a 0 F� a x w Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: AS/PK Checked by: DAS I I SHEET NAME � I PHOTOMETRIC SITE PLAN SHEET NUMBER EP-0, 1 ____ 11111I 1'...[.1• 1 11 .1 _I_IL. LL- ..._ _ _ _- ELECTRICAL LEGEND SYMBOL DESCRIPTION SYMBOL DESCRIPTION O INCANDESCENT OR HID FIXTURE, CEILING TYPE (1) FACP FIRE ALARM CONTROL PANEL, TOP 66" AFF I _o INCANDESCENT OR HID LIGHT FIXTURE, WALL BRACKET TYPE (1) FAAP FIRE ALARM ANNUNCIATION PANEL, TOP 66" AFF FLUORESCENT LIGHT FIXTURE (1) F❑ FIRE ALARM SYSTEM PULL STATION 46" AFF FLUORESCENT LIGHT FIXTURE ON EMERGENCY POWER OR WITH BATTERY ® FIRE ALARM SYSTEM HEAT DETECTOR CEILING MOUNTING (W FOR WALL PACK (1) MOUNTING) --� FLUORESCENT STRIP (1) SD FIRE ALARM SYSTEM STROBE SEMI FLUSH IN WALL 80" AFF TO BOTTOM FLUORESCENT STAIRWELL LIGHT FIXTURE ON EMERGENCY POWER OR FIRE ALARM SYSTEM DUCT TYPE SMOKE DETECTOR IN SUPPLY DUCT WITH BATTERY PACK (1) OS D (R IN RETURN DUCT) ode FLOODLIGHT, (ARROW SHOWS AIMING) (1) 0 FIRE ALARM SYSTEM SMOKE DETECTOR SEMI FLUSH IN CEILING -per LIGHTING TRACK WITH HEADS AS INDICATED (1) (W FOR WALL MOUNTING) ® EXIT LIGHT, ARROW(S) AS INDICATED (1) I FIRE ALARM SYSTEM SPEAKER/STROBE SEMI FLUSH IN WALL 80" AFF TO BOTTOM ® POLE WITH POLE TOP MOUNTED FIXTURE (1) O4 FIRE ALARM SYSTEM HORN/STROBE SEMI FLUSH IN WALL 80" AFF TO BOTTOM O-❑ POLE WITH ARM MOUNTED FIXTURE (1) ® FIRE ALARM SYSTEM BELL EMERGENCY LIGHT (BATTERY PACK) (1) H MAGNETIC DOOR HOLDER WITH FLUSH BOX ON WALL COMBINATION TWIN HEAD EMERGENCY EXIT LIGHT (1) rs TAMPER SWITCH SINGLE POLE SWITCH 46" AFF OR AS NOTED (2) 0 FLOW SWITCH $2 TWO POLE SWITCH 46" AFF OR AS NOTED (2) ® FAN SHUTDOWN RELAY $3 THREE-WAY SWITCH 46" AFF OR AS NOTED (2) $4 FOUR-WAY SWITCH 46" AFF OR AS NOTED (2) ABBREVIATIONS $M MOMENTARY CONTACT SWITCH 46" AFF OR AS NOTED (2) AFF ABOVE FINISHED FLOORS $D6 DIMMER SWITCH (6 FOR 60OW, 10 FOR 1000W, ETC,) 46" AFF OR AS AFG ABOVE FINISHED GRADE NOTED (2) I. GENERAL SPECIFICATIONS DIVISION 16000 1. All materials shall be mode in the USA, new, of the best grade, and bear a U.L. label. All workmanship shall be of the highest standards. 2. All work to be performed in accordance with the Florida Building Code 2010 ed, prevailing local codes, and the National Electrical Code 2008 ed. Contractor shall secure and pay for all permits. 3. Shop drawings shall be submitted for approval for the following items: A. Lighting fixtures, B. Flexible wiring system. C. Apparatus including panelboards, safety switches, and fuses. D. Wiring devices. E. Other items requested by the architect. 4. Submittals/shop drawings shall bear a stamp by the electrical subcontractor and the general contractor indicating they have been reviewed and that the equipment proposed is compatible without exception with the contract documents. Submittals/shop drawings without such stamp shall be returned without review by the Engineer. 5. Automatic control wiring is not included except as shown on the drawings. 6. All materials and installation to be guaranteed against defects for a period of one year from date of completion and final acceptance. 7. Contractor shall repair oil remodel penetrations made by his forces to original condition, paying particular attention to oreservation of oriainol fire ratings. Contractor shall submit IIII►VA V. a 3. Splices in feeders will not be permitted. 4. Color coding as follows shall be employed: Voltage Phase A Phase B Phase C Neutral 120/208 Black Red Blue White 5. Contractor shall provide a green grounding conductor in all raceways (except service lateral) whether indicated on the drawings or not. In general these conductors have been shown in feeders and underground conduits on the drawings. WIRING DEVICES 1. Duplex Receptacles - 20 Amp, 120 volt, Hubbell CR20WH1. 2. Switches, single pole - 20 amp, 120/277 volt, Hubbell CS120W. 3. Switches, 2 pole - 20 Amp, 277 Volt Hubbell CSB220W. 4. All devices shall be white. Plates shall be smooth, opaque white nylon. Exposed receptacles shall be in 4" square boxes with industrial covers. 5. Al outlet boxes shall be minimum 4" square with device rings appropriate for the wall construction and openings as required to accommodate the indicated devices. EQUIPMENT WIRING 1. Provide final connection to all equipment shown on the drawings. 2. Provide local disconnecting means for all equipment except where specifically noted on the drawings to be by others. 3. Verify all equipment ratings prior to connection and notify architect of any discrepancy prior to proceeding with connection of some. 4. Contractor shall be responsible for coordination of all materials interfaced, i.e. lug size versus conductors or other similar items. DISTRIBUTION EQUIPMENT 1. Ponelboords: A. 120/208 Volt circuit breaker ponelboards - Square D NQOD or equivalent. Refer to fault current study (BUS AFC) on drawings for minimum AIC rating. B. Provide each ponelboard with an engraved phenolic nameplate and typewritten directory card in plastic pocket. Directory cards shall be worded to indicate the rooms being served. C. Provide a ground bus in all panelboards. D. Where breakers are serving HID lighting, breakers shall be manufacturer self certified for that purpose. E. Where breakers are serving HVAC equipment with a requirement for HACR breakers, in the range of 15-60 Amps, UL approved HACR breakers shall be used. 2. Disconnect and safety switches: A. All switches shall be heavy duty. B. Provide rejection clips for all fusible units. C. All fuses shall be Class RK1. I. LIGHTING FIXTURES 1. Provide lomps as indicated on the schedule and manufactured by Sylvania, Philips, GE, or Venture. 2. Ballasts for fluorescent fixtures shall be electronic type, and fused where required by local code. 3. All fixtures shall be securely fastened to structural elements. II. LIGHTING CONTACTORS 1. All contactors to be electrically or mechanically held as indicated on the drawings, Square D class 8903, 30 amp contacts minimum. 2. Provide lockable, hinged NEMA 1 enclosure sized to house all control devices shown on drawings. V. TELEPHONE AND DATA SYSTEMS 1. In insulated wolfs, outlets shall consist of a 4" square box with single gang device ring with 3/4" conduit extended to the ceiling space and terminated in a bushing. 2. In non -insulated walls and non-firewalls the use of a single gang device ring with pull string extended through the top plate of the partition shall be acceptable. 3. Route conduits to minimize number of ells. 4. Install long -sweep, 90 degree rigid galvanized steel ells on all PVC telephone service conduits. Job Number: 65173 'Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33605 Tel: 813-241-2525 Fax: 813-241-2424 rCi 9AIq ATT RTrUTQ VWQVVA1L-n ,�\? .LCifCOC��',i 5066 :XZ 13 ST • <U: ♦ .�(/i O Phillip L. Co ran, P.E. No.50716 Revisions: Date Description Z 0 x Z Q 0 1 (� � x Z 0 H 0 O a x ~ w Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: AS/PK Checked by: DAS 11 SHEET NAME LEGEND AND SPECIFICATION SHEET NUMBER E-100 Wa Na w a I J I------------- ------'--------------------- W ----------------------- --_-�__ ---------------------------------------------- W i 7 ----_--_-_ 4 I I f X--------- --------- X ---------- • I i i 1 i i I I I I I I L------- J -1 .I I -------------- -- i------� • , C8E C8E , C8E 1 I 11 1 I I I I .I I 1 I I I •I I I I • i /I rI I I I I I I I I I •i i i I I FUTURE TENANTS i I I C8 I 7aa Sr. I --�---------- .-----------1-- b-C— ----- C8 I i i i • i I I I f f f t t t •I I I I • i I I I ' ------------------------------------ ---y HP-1 •i li C8 C8E .I. C$E 1 1 I 1 _------------� I •I r—J r----------------------- n E------, I I ---------------- X--------------------- �X-------- --------�X --- --- ---------COX---- — -- - O Q cc000Q O O U O O cc --"-"-�T-- lIV w 1 __-___ ------- T t I 1 ' ---- W 1 --- W PANEL 'H HP-7 ____________ ______________----------- 1 W 1 �_._________ �...T,�..,_ WN 7i _______ 1 i _ ___ _ _ __ _ -- — — - j I 7JAE I 7 A L AE L I 1 1 1 A 3 A 3 -- 7 7JAE AE _L L - A 9 I -- I _ _ L1 A rj 7 7 -- A AE L AE NL _ - - 5_ 5 I 5 J 5 j I I {j I1 L t A 1 A 1 A 5 A 5 A A I ! J A - 3 1 1 - A 9 J J A 5_ A 1 A E A - A 5 7 J —3 C— _3 C-- 3 AE L AE 7 7 — 1 3 A 3 Q 9' I A A 5F �7- 0 6 f 7 3 J rA 9 7,9 ---- AE 1 ]AE -" J 4 A A os 7 AE 1 J — X 1 1 L_________________ _ ---- _ ___-____-_ _-_________-________1 7I - --- --- ---- -------------, 1 I 7I wL------- -- ---- ---= ---- I I i 7i - -I --------- 13 ------- - ---- ----- 1________ I I i 7j --------- __ __ ____ ___-___ ______ L.___ ___ _ __ ______------_ 1 1 8 ! 7I 8 --------J _____-__ 1 1 I 7 wL- --_-- ____- ____ ------__4 I I 1 1 2 I I I 65 6� 6� LIGHTING LIGHTING PLAN uv SCALE: 1/8"=1'-0" a IFIXTURE SCHEDULE SYM. I MANUFACTURER I CATALOG NUMBER I LAMPS I MTG. ( REMARKS I INPUT WATTAGE A IMETALUX I2GR8 332A-UNV EB81U 1 3 F32T8 SPP35 ECO I RECESSED 13 LAMP, 2'X4' TROFFER WITH 0.125" ACRYLIC LENS, 1 86 ENERGY SAVING LAMPS AND HIGH EFFICIENCY INSTANT START ELECTRONIC BALLAST, lI120V. AE IMETALUX I2GR8 332A-UNV EB81U EMERGENCY 1400 LUMEN (3) F32T8/SPP35/ECO I RECESSED (SAME AS TYPE 'A" EXCEPT WITH 1100 LUMEN 86 90 MIN. EMERGENCY BATTERY BALLAST, II I I 1MINIMUM, I C I SSF232UNVEB81U I (2) F32T8/SPP35/ECO I SURFACE OR CHAIN 4 STRIP WITH ENERGY SAVING LAMPS, 58 IMETALUX I I HUNG IHIGH2LAMP EFFICIENCY INSTANT START ELECTRONIC BALLAST, PROVIDE PLASTIC LAMP COVER. I I I I I I I I 120V. I C8 IMETALUX ITSSF232UNVE881U 1 (4) F32T8/SPP35/ECO I SURFACE 14 LAMP 8' STRIP WITH ENERGY SAVING LAMPS, I 112 HIGH EFFICIENCY INSTANT START ELECTRONIC BALLAST. I I I I 1120V. C8E I IMETALUX I ITSSF232UNVE681U-EL I I (4) F32T8/SPP35/ECO I I SURFACE ISAME AS TYPE 'C8' EXCEPT WITH 1100 LUMEN 1 I 112 90 MIN, EMERGENCY BATTERY BALLAST, II I I (MINIMUM, I S1 GSM-AM-400-Mi-208-SL-FG (1) MS-400 ARM MOUNTED TO POLE 1120V. HID SINGLE LIGHT FIXTURE WITH TYPE SL 458 IMCGRAW I(1) AT 30 FT, AFG DISTRIBUTION. TENON MOUNT. SEE BELOW FOR II POLE TYPE. DIST „ 12" ARMS, UL WET LISTED, 208V. POLE I (FOR 'S1" I -- -- I ON CONCRETE 137'-0' LONG SQUARE TAPERED STEEL POLE IMCGRAW I I I BASE I W IGMB LIGHTING H-1 I408-91-CLR/ 1 2"-91/ SK-91/ 13/ CFL-BCM-M 1 ARM MOUNT B-4 1 (1) 13W CFL 1 WALL MOUNTED I AT 6'-6" TQ (WALL MOUNTED DECORATIVE FIXTURE 120V. I 15 BOTTOMOF 1 I FIXTURE I I X ILITHONIA IEDG-l-R-EL-M6 I LED 1 UNIVERSAL MOUNT (EDGE LIT LED EXIT SIGN. 1 5 II 1 BY MFR. I I120V. NOTE: (1) CONTRACTOR SHALL BE REQUIRED TO SUBMIT CALCULATIONS FROM THE POLE MANUFACTURER, SEALED BY A STRUCTURAL ENGINEER LICENSED IN THE STATE OF FLORIDA, TO CERTIFY WIND LOAD CONFORMANCE OF EACH ENTIRE POLE AND FIXTURE ASSEMBLY. JB .71 H N TOGGLE (TYP) TIME CLOCK (INTERMATIC #ET173C INTERIOR LIGHTING INTERIOR LIGHTING SIGN LIGHTING (CONTACTOR SCHEDULE I ICONTACTOR I AMP OF I CIRCUITS I CONTROLLED DESIGNATION RATING POLES I CONTROLLED BY C1 30 4 it SWITCH a ILI-1,5 TC1 ON/TC1 OFF( C2 30 4 f SWITCH b ILI-3,9 TC1 ON/TC1 OFF 1 C3 1 30 1 4 IL11-18,34,42 I TC2 ON/TC2 OFF( GENERAL NOTE: 1. REFER TO DRAWINGS FOR UNCONTROLLED CIRCUIT REQUIREMENTS, SOME CIRCUITS MAY BE PARTIALLY CONTROLLED. I I I MATTRESS FIRM LIGHTING CONTROL DIAGRAM SCALE: NONE NOTES Q 1, ROUTE HOMERUN VIA MATTRESS FIRM LIGHTING CONTACTOR(S). REFER TO CONTACTOR SCHEDULE ON THIS SHEET. 2, SWITCHES FOR OPEN AREA LIGHTING. REFER TO LIGHTING CONTROL DIAGRAM ON THIS SHEET. 3. DIGITAL TIMER SWITCH. 4, PROVIDE CEILING MOUNTED OCCUPANCY SENSOR TO CONTROL LIGHTING THIS AREA (LEVITON MODEL #OSC04—I0W WITH POWER BASE ADAPTER). 5, PROVIDE WALL SWITCH OCCUPANCY SENSOR TO CONTROL LIGHTING IN RESTROOMS (LEVITON MODEL #ODS15—ID). 6, EXTEND CIRCUIT TO EXHAUST FAN. EXHAUST FAN TO OPERATE WITH LIGHTING CONTROL, 7. ROUTE HOMERUN VIA HOUSE PANEL LIGHTING CONTACTOR(S). 8. PROVIDE JUNCTION BOX ABOVE CEILING FOR CONNECTION TO 120/12V TRANSFORMER (FBO) TO POWER DETEX ALARM EXIT DEVICE. COORDINATE LOCATION AND CONNECTION REQUIREMENTS WITH DETEX INSTALLER, GENERAL NOTES 1. FIXTURE WHIPS SHALL BE ASSEMBLED WITH 1/2" FLEXIBLE CONDUIT AND SHALL BE OF SUFFICIENT LENGTH TO ALLOW RELOCATION OF ANY TYPE 'A' OR 'AE' LIGHT FIXTURE A MINIMUM OF ONE TILE IN ANY DIRECTION. 2, ALL EXPOSED CONDUIT SHALL BE LOCATED WITHIN JOIST SPACE AREA OR ATTACHED DIRECTLY TO THE JOIST, CONDUIT SHALL NOT BE SUSPENDED FROM STRUCTURE. 3. CONTRACTOR SHALL COORDINATE LOCATION AND MOUNTING HEIGHT OF ALL EXTERIOR SOFFIT LIGHTS AND WALLPACKS WITH ARCHITECTURAL DRAWINGS AND DETAIL. 4. EXTEND UNCONTROLLED "HOT" CONDUCTOR TO ALL EMERGENCY LIGHTS, EXIT LIGHTS, AND NIGHT LIGHTS, Job Number: 65173 Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33605 Tel: 813-241-2525 Fax: 813-241-2424 © 2013 ALL RIGHTS RESERVED 5( S T 411 L 0 �. fill , Phillip L. Coc ran, P.E. No.50716 Revisions: Date Description H�o M w N W Q O Wo �x Q �W U W U 0 W ow � H O Q Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: AS/PK Checked by: DAS I { SHEET NAME { I LIGHTING I PLAN SHEET NUMBER E-2, 0 I i i ------------- ------------- --------- -- --------------- ------------- -- O 0000000000000 J 0 0 0 0 0 0 ------------ , ------------- - ------------ -_ ---------- I ------------ ------------ ------------- ------------- ------------- — — nTq I -- ------------ --------- -- --- ------ ----------- ------------- i i i ------- 3 ----- - - ----------- - 3-'------- - 3 ------ - -- - ------ - 3 - - - -------------- ------ - --- - 3 -3 --' - - — - j 30 28 20 18 16 22 24 11 11 11 11 , I 1-1-16,18,20 L1-22,24,26 6 1-1-28,30 26 , , , , 3 I L1-32,34 4 3 III ILII� I ��IJIIR L1-17,19,21 L1-11,13,15L �1L 11LJ -- — - — - — - — - . -------- --- T1 ------ 4 �— L1-23 2 RTU-2 - L1-33 8 8 i :, 4 6 GFI 1 ' . FI 6 8 12 4 2 6 L1-36,38,40 4 L1-42 LT-2,4,6 L1-10 PANEL LA L 11 I 11 11 11 -8 f Q5 5 5O J J J 5 J 4` 2 6 40 L1-39,41 ��ok d� 4 J l- 5 O _ _ - -- g - r P ---- --------- --- ---- ----------- - L----------==--------- - - ------------ ` -------- ----- ----- ----------- - I 1 ; POWER PLAN UV SCALE: 1/8"=1 '-0" a D J..w AY PHP' IHVAC EQUIPMENT SCHEDULE UNIT DESIGNATION I I WIRE AND CONDUIT I I DISCONNECTING MEANS I FEEDER I BRANCH I RTU-1 I1-1/4% WITH 3 #1, 1 /8 EG, 11-1/4-C WITH 3 #3, 1 18 EG] 100/3/NP/NEMA 3R RTU-2 1-1/4 * C WITH 3 1, 1 #8 EG. 1-1 4% WITH 3 3, 1 #8 EG.1 100 3 NP NEMA 3R GENERAL NOTES: (1) EC IS ADVISED THAT FUSE REDUCER MAY BE REQUIRED. NOTES O 1. JUNCTION BOX MOUNTED BEHIND FASCIA IN SOFFIT AREA FOR FUTURE TENANT SIGN (VERIFY EXACT LOCATION WITH GENERAL CONTRACTOR). ROUTE HOMERUN THRU TENANT TIME CLOCK, 2. REFER TO "HVAC EQUIPMENT SCHEDULE" ON THIS SHEET. 3. DUPLEX RECEPTACLE FOR SHOW WINDOW LIGHTING MOUNTED FLUSH IN CEILING. 4. 3/4"X3'X3" PLYWOOD, FIRE -RETARDANT PAINTED, FOR TELECOMMUNICATIONS. 5. EXTEND (2) 2-1/2" CONDUITS TO BENEATH DISCONNECT AS SHOWN ON POWER RISER DIAGRAM. REFER TO CORRESPONDING DIAMOND NOTE FOR STUB -UP LOCATION, EXTEND 1" EMPTY CONDUIT WITH PULLSTRING TO TELEPHONE TERMINAL CABINET. STUB -UP AND CAP AT BOTH ENDS. 6. EXTEND (1) 2" EMPTY CONDUIT WITH PULLSTRING TO MAIN TELEPHONE CABINET FOR TELEPHONE CONDUCTORS. 7. PROVIDE CONNECTION TO EWH, 30AMP 2-POLE TOGGLE SWITCH, EXTEND 1/2"C WITH 2 #10, 1 #10 EG TO PANEL SHOWN. 8. EXHAUST FAN IS TO BE CONTROLLED WITH LIGHTING THIS ROOM, 9. 1" EMPTY CONDUIT WITH PULLSTRING EXTENDED FROM UNDER SALES DESK TO BELOW TELEPHONE BOARD FOR FUTURE TELEPHONE CONDUCTORS. STUB -UP AT BOTH ENDS. 10. EC SHALL COORDINATE STUB -UP LOCATIONS FOR POWER AND DATA WITH TENANT ARCHITECT AND OWNER PRIOR TO ROUGH -IN, EC TO COORDINATE OUTLETS SHOWN IN MILLWORK WITH TENANT ARCHITECT AND OWNER PRIOR TO ROUGH -IN. 11. JUNCTION BOX MOUNTED BEHIND FASCIA IN SOFFIT AREA FOR FUTURE TENANT SIGN (VERIFY EXACT LOCATION WITH GENERAL CONTRACTOR), EXTEND 3/4" EMPTY CONDUIT WITH PULL STRINGS TO LOCATION ABOVE FUTURE CEILING IN TENANT SPACE. 12. PROVIDE CONCEALED OUTLET FOR EWC, VERIFY REQUIREMENTS PRIOR TO ROUGH -IN. PROVIDE GFI RECEPTACLE FOR ELECTRIC WATER COOLER. IF RECEPTACLE IS CONCEALED WITHIN WATER COOLER, PROVIDE GFI CIRCUIT BREAKER. VERIFY REQUIREMENTS PRIOR TO ROUGH -IN, GENERAL NOTES 1. ALL EXPOSED CONDUIT SHALL BE LOCATED WITHIN JOIST SPACE AREA OR ATTACHED DIRECTLY TO THE JOIST. CONDUIT SHALL NOT BE SUSPENDED FROM STRUCTURE. Job Number: 65173 Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33605 Tel: 813-241-2525 Fax: 813-241-2424 n 2013 ALL RIGHTS RESERVED e Tec a -ona 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 dti info@dtiarchitect.com www.dtiarchitect.com ,%%u l 111111'r �P. L. COCy��i .�G E N g�. 1 9 ,92�: •. 5 4� 6 S F Phillip L. chran, P.E. No.50716 Revisions: Date Description C'7 Q 0CIO O W �x W (� C v w C a of Q O I� U 0 � m A H 4 0 0 a a x a w Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: AS/PK Checked by: DAS SHEET NAME POWER PLAN SHEET NUMBER E-2,1 PANEL 'HP' SURFACE MOUNTED, NEMA 3R 120/208 VOLT, 3 PHASE, 4 WARE REFER TO FAULT CURRENT STUDY (BUS AFC) FOR MIN. AIC REQUIREMENT 100A MCB PROVIDE WITH GROUND BAR. CKT DESCRIPTION BREAKER VOLT KVA LOAD CODE CKT DESCRIPTION BREAKER VOLT KVA LOAD CODE TRIP POLE TRIP POLE 1 SITE LIGHTING 20 2 208 2.8 1 2 CONTACTORS/TC/PC 20 1 120 0.7 7 3 4 SPARE 20 1 120 5 SIGN 20 1 120 1.2 1 6 SPARE 20 1 120 7 EXTERIOR LIGHTING 20 1 120 0.4 1 8 SPARE 20 1 120 9 SPARE 20 1 120 10 SPARE 20 1 120 11 SPARE 20 1 120 12 SPARE 20 1 120 13 SPARE 20 1 120 14 SPACE 1 15 SPARE 20 1 120 16 SPACE 1 17 SPACE 1 18 SPACE 1 19 SPACE 1 20 SPACE 1 21 SPACE 1 22 SPACE 1 23 SPACE 1 24 SPACE 1 25 SPACE 1 26 SPACE 1 27 SPACE 1 28 SPACE 1 29 SPACE 1 30 SPACE 1 LOAD CODES CONNECTED DEMAND LOAD (KVA) FACTOR 1. LIGHTING 4 1:25 2. HEAT 0 1.00 3. AIR CONDITIONING 0 1.00 4. MOTORS 0 25% OF LARGEST MOTOI 5. RECEPTACLES 0 NEC 220.44 6. MISC. CONTINUOUS LOADS 0 1.25 7. MISC. NON -CONTINUOUS LOADS 1 1.00 8. KITCHEN EQUIPMENT (6 PIECES) 0 0.65 9. HOTEL ROOM LOADS 0 NEC 220.42 xxxxxxxx 5 xxxxxxxx NOTES: (1) PROVIDE GFI RECEPTACLE ADJACENT TO PANEL WITH WP WHILE IN USE COVER SUFFICIENT FOR IRRIGATION CONTROLLER USE_ v3i1 2" NIPPLE PANEL 'HP' 14 13 111 � L_ 11 � I I I 15 L_0__j L- 1©__j 16 21 2' PANEL 4 'L1' 5.4 0.0 0.0 0.0 0.0 0.0 0.7 0.0 0.0 xxxxx 6.1 0.0 LESS SMALLEST OF HEAT/AC xxxxx 6.1 TOTAL DEMAND LOAD VOLTAGE 208 xxxxxxxx PHASE 3 xxxxxxxx 17 AMPS LOAD SUMMARY PANEL'L1' SURFACE MOUNTED, NEMA 1 120/208 VOLT, 3 PHASE, 4 WIRE REFER TO FAULT CURRENT STUDY (BUS AFC) FOR MIN. AIC REQUIREMENT 225 A MLO (VIA 200A FUSE) PROVIDE WITH GROUND BAR. CKT DESCRIPTION BREAKER VOLT KVA LOAD CODE CKT DESCRIPTION BREAKER VOLT KVA LOAD CODE TRIP POLE TRIP POLE 1 LIGHTING 20 1 120 1.4 1 2 RECEPTACLES 20 1 120 0.7 5 3 LIGHTING 20 1 120 1.1 1 4 RECEPTACLES 20 1 120 0.9 5 5 LIGHTING 20 1 120 1.1 1 6 RECEPTACLES 20 1 120 0.9 5 7 LIGHTING 20 1 120 1.1 1 8 EWC 20 1 120 0.5 7 9 LIGHTING 20 1 120 0.8 1 10 TELEPHONE RECEPTACLES 20 1 120 0.7 7 11 RTU-1 100 3 208 20.3 2 12 SPARE 20 1 120 13 11.9 3 14 SPARE 20 1 120 15 1.3 4 16 SHOW WINDOW RECEPTACLE 20 1 120 0.2 5 17 RTU-2 100 3 208 20.3 2 18 SIGN 20 1 120 1.2 1 19 11 9.5 3 20 SHOW WINDOW RECEPTACLE 20 1 120 0.2 5 21 1.8 4 22 SHOW WINDOW RECEPTACLE 20 1 120 0.2 5 23 ROOF TOP RECEPTACLE 20 1 120 0.2 5 24 SHOW WINDOW RECEPTACLE 20 1 120 0.2 5 25 SPARE 20 1 120 26 SHOW WINDOW RECEPTACLE 20 1 120 0.2 5 27 SPARE 20 1 120 28 SHOW WINDOW RECEPTACLE 20 1 120 0.2 5 29 GONTACTORIrC 20 1 120 0.7 7 30 SHOW WINDOW RECEPTACLE 20 1 120 0.2 5 31 SPARE 20 1 120 32 SHOW WINDOW RECEPTACLE 20 1 120 0.2 5 33 SPARE 20 1 120 34 SIGN 20 1 120 1.2 1 35 SPARE 20 1 120 36 SHOW WINDOW RECEPTACLE 20 1 120 0.2 5 37 SPARE 20 1 120 38 SHOW WINDOW RECEPTACLE 20 1 120 0.2 5 39 EWH 30 2 208 4.5 7 40 SHOW WINDOW RECEPTACLE 20 1 120 0.2 5 41 42 SIGN 20 1 1 120 1 1.2 1 LOAD CODES 1. LIGHTING 2. HEAT 3. AIR CONDITIONING 4. MOTORS 5. RECEPTACLES 6. MISC. CONTINUOUS LOADS 7. MISC. NON -CONTINUOUS LOADS 8. KITCHEN EQUIPMENT (6 PIECES ) 9. HOTEL ROOM LOADS CONNECTED DEMAND LOAD (KVA) FACTOR 9 1.25 41 1.00 21 1.00 3 25% OF LARGEST MOTOI 5 NEC 220.44 0 1.25 6 1.00 0 0.65 0 NEC 220.42 xxxxxxxx 85 xxxxxxxx GENERAL NOTES 1) PROVIDE A BREAKER TIE FOR ALL BRANCH CIRCUITS THAT ARE PART OF A MULTI -CIRCUIT HOMERUN, SHARING THE SAME NEUTRAL 9601 Sq. Ft. x 25 Wats/Sq. Ft. = 240.OKVA House Panel KVA = 6.9KVA Total KVA = 246.9KVA Total amps @ 208 Volt, 3 Phase = 686.2AMPS Spare = 313.8AMPS 208V Three-phase minimum service size IOOOAmps Main 11 1000Amps L 11 _ L 11 I L 11 F_ - - -i I I I i t I I I I I I I I I I I 10 1 I C I 10 1 I 10 POWER RISER DIAGRAM SCALE: NONE L20' DEMANDLOAD 11.4 40.6 21.3 3.5 4.7 0.0 6.4 0.0 0.0 xxxxx 87.9 21.3 LESS SMALLEST OF HEAT/AC xxxxx 66.6 TOTAL DEMAND LOAD VOLTAGE 208 xxxxxxxx PHASE 3 xxxxxxxx REVISED: 16-Jul-13 FAULT CURRENT CABLE IMPEDANCE VALUES BASED ON IEEE STD. 241-1990, TABLE 65. PROJECT: MATRESS FIRM do RETAIL ZEPHYRHILLS, FL SYSTEM VOLTAGE: ASSUMED BASE KVA: UTILITY COMPANY AFC: UTILITY COMPANY X/R RATIO: 185 AMPS 208 WIRE TYPE CU=1 225 WIRE TYPE AL=2 48792 PVC CONDUIT 12 SOURCE SOURCE WIRE WIRE I OF BUS AFC X/R SIZE TYPE RUNS BUS X/R BUS AFC MAIN 48792 12.00 400 1 3 2.73 29773 PANEL HP 29773 2.73 1 1 1 1.95 26988 PANEL L1 29773 2.73 3/0 1 1 2.02 26210 NOTE: THE FAULT CURRENT STUDY ABOVE IS BASED UPON A 225 KVA UTILITY TRANSFORMER. ELECTRICAL CONTRACTOR SHALL CONFIRM UTILITY TRANSFORMER SIZE AND AVAILABLE FAULT CURRENT PRIOR TO ORDERING GEAR. IF UTILITY TRANSFORMER IS DIFFERENT THAN AS INDICATED ABOVE, THE ELECTRICAL CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO PROCEEDING FOR SUITABLE AIC RATING. INTEGRATED SERIES RATINGS OF CIRCUIT BREAKERS IS PERMITTED. EC OBTAIN SITE SPECIFIC AIC RATING FOR INSTALLED TRANSFORMER FROM THE UTILITY PROVIDER AND MAKE AVAILABLE FOR INSPECTOR PRIOR TO INITIAL ELECTRICAL INSPECTION. L TO REBAR IN BUILDING FOOTING & BUILDING STEEL METALLIC COLD WATER 3/4" DIA X 10' LONG COPPER CLAD DRIVEN GROUND ROD. GRADE NOTES O 1. UTILITY COMPANY PAD MOUNTED TRANSFORMER WITH 120/208 VOLT SECONDARY. 2. SERVICE LATERAL CONSISTING OF (3) PARALLEL RUNS OF 4" C WITH (4) #400 KCMIL COPPER EACH. 3. 1200 AMP HEAVY-DUTY, 3 POLE, 600 VOLT, SERVICE ENTRANCE RATED, NEMA 3R, DISCONNECT WITH SOLID NEUTRAL, FUSED AT 1000 AMPS WITH L CURRENT LIMITING FUSES. PROVIDE PLAQUE INDICATING "SERVICE MAIN #1" IN ACCORDANCE WITH NEC 230.70. 4, TYPE 1 SURGE PROTECTIVE DEVICE (SPD) PER NEC 285. 5. GROUNDING ELECTRODE CONDUCTOR TO CONSIST OF #3/0 FROM N-G BOND IN 'MAIN' AND EXTENDED UNBROKEN TO TWO (2) 3/4" X 10'L COPPER CLAD STEEL VERTICALLY DRIVEN GROUND RODS, NEAREST BUILDING STEEL BEAM, FOUNDATION STEEL (BELOW MAIN), COLD WATER PIPE (WITHIN 5FT, OF BUILDING ENTRY) IN ACCORDANCE WITH NEC 250.104. ROUTE EXTERIOR EXPOSED PORTIONS OF GEC IN PVC. ALL CONCEALED CONNECTIONS SHALL BE BY IRREVERSIBLE CONNECTION FOR THE INSTALLED USE, 6. EXTEND #6 COPPER CONDUCTOR TO TELEPHONE BOARD IN TELEPHONE CABINET ROUTE EXTERIOR EXPOSED PORTIONS OF CONDUCTOR IN PVC. EC SHALL PROVIDE AN ADDITIONAL 2' OF CONDUCTOR COILED IN TELEPHONE BOX. 7. 3 PARALLEL 4"C WITH 4 #400 KCMIL, 1 #2/0 EG EACH. 8, 18'%18'X16' NEMA 3R WIREWAY WITH LOCKABLE COVER. BOND WIREWAY TO EG. EXTEND CONDUCTORS FULL LENGTH OF THE WIREWAY AND TAP IN A STAGGERED FASHION. 9. EC SHALL ENSURE SUFFICIENT SPACE IS PROVIDED FOR FUTURE 400AMP METER SOCKET. 10. EC SHALL ENSURE SUFFICIENT SPACE IS PROVIDED FOR FUTURE 400AMP- DISCONNECT. 11. EC SHALL ENSURE SUFFICIENT SPACE IS PROVIDED FOR FUTURE 200AMP METER SOCKET. 12. EC SHALL ENSURE SUFFICIENT SPACE IS PROVIDED FOR FUTURE 200AMP DISCONNECT 13. PROVIDE 200AMP SELF-CONTAINED METER SOCKET. COORDINATE INSTALLATION WITH UTILITY COMPANY. 14. PROVIDE 100AMP SELF-CONTAINED METER SOCKET. COORDINATE INSTALLATION WITH UTILITY COMPANY. 15. 200 AMP HEAVY-DUTY, NEMA 3R, 3 POLE, 250 VOLT, DISCONNECT, FUSED AT 200 AMPS WITH CLASS RK1 CURRENT LIMITING FUSES. 16. (1) 2-1/2"C WITH 4 #3/0, 1 #6 EG. EXTENDED TO APPROPRIATE PANEL. PROVIDE (1) ADDITIONAL PARALLEL 2-1/2" EMPTY SPARE CONDUIT WITH PULLSTRING. STUB -UP AND CAP AT BOTH ENDS FOR FUTURE USE. 17. 2-1 /2"C WITH 4 #3/0, 1 #3/0 EG. 18. 1-1 /2"C WITH 4 #1, 1 #1 EG. 19. 120 VOLT PHOTO CELL (INTERMATIC # K1100 OR EQUIVALENT) MOUNTED ON WEATHERPROOF BOX ON ROOF FACING NORTH. 20. 24"X24'X6" DEEP, NEMA 3R, HINGED COVER BOX WITH CONTACTORS IN ACCORDANCE WITH SCHEDULE ON THIS SHEET AND 24-HR, 7-DAY, TIME CLOCK (INTERMATIC # ET8215C OR EQUIVALENT). REFER TO CONTROL DIAGRAM ON SHEET ES-0.0, 21. EXTEND (2) 2-1/2" CONDUITS TO TENANT SPACE AS SHOWN ON SHEET E2.1 FOR FUTURE TENANT SERVICE. REFER TO CORRESPONDING DIAMOND NOTE FOR STUB -UP LOCATION. STUB -UP AND CAP AT BOTH ENDS. GENERAL NOTES 1. REFER TO FAULT CURRENT STUDY THIS SHEET FOR AVAILABLE FAULT CURRENT AT EACH PANEL (BUS AFC). EC TO ENSURE PANELBOARDS ARE SUITABLE FOR FAULT CURRENT ENVIRONMENT (BUS AFC). SERIES RATINGS WITH UPSTREAM DEVICES WILL BE ACCEPTED. 2. PROVIDE ENGRAVED PLASTIC LAMINATED SIGNS TO IDENTIFY MAINS AND SUITE NUMBERS. Job Number: 65173 E; Tec;. y aY o n N 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 ♦♦♦1%111111/II/ I �� \•� • •E N g �� i 50W �cc ST 44,1' �0••. •�: ,,,�1/1I11111 Phillip L. Cochran, P.E. No.50716 Revisions: Date Description N M M O� WWo � U w Q W L Ua 0 U o CD H A O H P-� m 0 � 0 o H P� W Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: AS/PK Checked by: DAS 'SHEET NAME POWER RISER & PANEL SCHEDULES ' Colwill Engineering Consulting Engineers, Inc. SHEET NUMBER Engineering Business No. 9021 4750 East Adamo Drive Tampa, Florida 33805 E-3.00 Tel: 813-241-2525 Fax: 813-241-2424 © 2013 ALL RIGHTS RESERVED U Q 0 Ln 0 to -0 X .0 P O M ,n c� n _o o� co 0 N Ny ti 3' 0 CL M (+ 0 0 Q U E LL C0 Cl) P cII M r- LO lfl WCO ■11111� 112 1/2 '10 C �� @ LAV-HC o o (ED 1/2"CW 1/2"CW 1/2"HW ".HW L DF-HC I � FCO FCO 1/21,CW 4" 00, 4" 4" SEE MAIN PLAN ON THIS SHEET FOR CONTINUATION IN THIS AREA 3" WH O SEE MAIN PLAN ON THIS SHEET FOR CONTINUATION IN THIS AREA O� ENLARGEC SCALE: 1/4"=1 '-0 O 1/2-HW MSB 3/4' CW 3/4 "HW EWH-5 - 3/4' CW 3/4"HW 3/4"CW&HW DROP TO (1) MSB I� PLUMBING PLAN uv SCALE: 1/8"=1'-0" O 3"VTR I 3"V I �'I L- 2"V., .01 i 3„V 2"VI 1 I 12"V 1 2"V I I wco 2"v 2"V I 1 FD I I <� ,�'-1 L J 2�, 4"-HC 3" 4„ I 4oe �� LAV-HC FD 1 I 4„ I FCO I I 2"V I I 4,. I SANITARY RISER SCALE: N.T.S. KEYED NOTES: O 1. 4" SANITARY/GREASE PIPING BELOW SLAB. EXTEND DRAIN LINE UP 12" ABOVE FINISH FLOOR AND CAP FOR FUTURE, INVERT SHALL BE 4'-0" B.F.F. (MINIMUM) 2. 11/2" DOMESTIC WATER LINE BELOW SLAB, EXTEND UP ALONG WALL AND VALVE/CAP, ABOVE CEILING, FOR FUTURE. 3, 2" DOMESTIC WATER LINE BELOW SLAB. EXTEND UP ALONG WALL AND VALVE/CAP, ABOVE CEILING, FOR FUTURE. 4. 11/2" DOMESTIC WATER LINE BELOW SLAB. VALVE AND CAP 12" ABOVE FINISH FLOOR, 5. 4" SANITARY PIPING BELOW SLAB. INSTALL FLOOR CLEAN -OUT, FOR FUTURE. 6. INSTALL SHUTOFF VALVE 5'-0" A.F.F, PLUMBING LEGEND SANITARY SEWER (SAN) VENT (V) ts-------i COLD WATER (CW) S - HOT WATER (HW) 5 - - GAS LINE (G) 5 GAS -� FLOOR CLEANOUT (FCO) S + FCO CLEANOUT TO GRADE (COTG) COTG PIPE DROP 5 - +- PIPE RISE S - GATE VALVE GAS COCK S= HOSE BIBB (HB) 5 1i HB POINT OF CONNECTION PLUMBING GENERAL NOTES 1. THE REQUIREMENTS OF THE GENERAL CONDITIONS AND SUPPLEMENTARY GENERAL CONDITIONS SHALL APPLY TO ALL PLUMBING WORK. INSTALLATION SHALL BE IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE, STATE AND LOCAL CODES AND THE LATEST AMENDMENTS THERETO. 2. THE WORK COVERED BY THIS SECTION OF THESE SPECIFICATIONS CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, MATERIALS AND SERVICE NECESSARY FOR AND REASONABLY INCIDENTAL TO THE PROPER COMPLETION OF ALL PLUMBING WORK SHOWN ON THE DRAWINGS AND SPECIFIED. MATERIALS OR PRODUCTS SPECIFIED BY TRADE NAME, MANUFACTURER'S NAME OR CATALOG NUMBER SHALL BE INTERPRETED AS ESTABLISHING A STANDARD OF QUALITY AND DESIGN. SUBSTITUTIONS SHALL NOT BE ALLOWED UNLESS THEY ARE SUBMITTED FOR REVIEW TO USE AND APPROVED BY THE ARCHITECT. FIXTURES BY ELDER, KOHLER OR AMERICAN-STANDARD ARE APPROVED EQUAL. 3. FURNISH SIX (6) COPIES OF SHOP DRAWINGS OF EQUIPMENT OR FIXTURES FOR APPROVAL PRIOR TO PURCHASING. 4. PLUMBING CONTRACTOR SHALL COORDINATE WITH ARCHITECTURAL, CIVIL, STRUCTURAL, ELECTRICAL, MECHANICAL AND ALL OTHER TRADES FOR PIPE ROUTING AND EQUIPMENT PLACEMENT. AVOID INTERFERENCE WITH ARCHITECTURAL FEATURES, BEAMS, FOOTINGS, WINDOWS, ETC. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS. SLEEVES SHALL BE INSTALLED WHERE PIPING PASSES THROUGH STRUCTURE. FLOOR - F=1, T=1. 5. CONTRACTOR SHALL KEEP A RECORD OF THE LOCATIONS OF ALL CONCEALED WORK AND UPON COMPLETION OF THE JOB, SHALL SUPPLY AS - BUILT DRAWINGS SHOWING IN COLORED PENCIL ON BLACK LINE PRINTS ANY DEVIATION FROM THE ORIGINAL DRAWINGS. THESE DRAWINGS SHALL INDICATE DIMENSIONS OF BURIED UTILITY LINES FROM BUILDING WALLS. 6. ALL WORK SHALL BE GUARANTEED, BOTH MATERIAL AND INSTALLATION, FOR A PERIOD OF ONE YEAR FROM ACCEPTANCE BY OWNER. 7. PROVIDE WALL CARRIERS FOR ALL WALL HUNG PLUMBING FIXTURES. ALL WALL HUNG PLUMBING FIXTURES SHALL BE CAPABLE OF SUPPORTING A 250 POUND VERTICAL LOAD. 8. INSULATE P-TRAP AND SUPPLIES UNDER WALL HUNG HANDICAPPED LAVATORY FOR ADA COMPLIANCE. SANITARY, WASTE AND VENT PIPING 1. SANITARY, WASTE AND VENT PIPING SHALL BE SCHEDULE 40 PVC (ASTM-2665) WITH APPROVED PVC SOLVENT WELDED FITTINGS. COMPLY WITH FLORIDA BUILDING CODE. PVC PIPING SHALL NOT BE RUN IN RETURN AIR PLENUM OR FIRE RATED ASSEMBLIES. 2. ALL SOIL AND WASTE PIPING, 2-1/2" AND SMALLER, SHALL BE SLOPED AT 1/4" PER FOOT. LARGER WASTE PIPING SHALL BE SLOPED AT 1/8" PER FOOT. 3. ALL VENTS THROUGH ROOF SHALL BE A MINIMUM OF 10'-0" OR AS REQUIRED BY CODE AWAY FROM FRESH AIR INTAKES. 4. ALL VENTS THROUGH ROOF SHALL BE PROVIDED WITH FOUR (4) POUND SHEET LEAD FLASHING EXTENDING UPWARD AROUND THE PIPE AND TURNED DOWN INSIDE THE PIPE. 5. EXPOSED WASTE DRAINS, IN TOILETS, SHALL BE CHROME PLATED BRASS WITH MATCHING ESCUTCHEONS. 6. CLEANOUT SHALL BE PROVIDED AT THE BASE OF EACH WASTE OR SOIL STACK AT 18" A.F.F. MINIMUM, PER LATEST EDITION OF PLUMBING CODE. 7. TEST SANITARY, WASTE AND VENT PIPING BY A 10' WATER COLUMN FOR TWENTY-FOUR (24) HOURS OR AS REQUIRED BY THE BUILDING DEPARTMENT. WATER PIPING 1. BELOW GROUND WATER PIPING SHALL BE TYPE "K" COPPER WITH VINYL SLEEVE FOR CORROSION PROTECTION WITH WROUGHT COPPER FITTINGS AND 95-5 SOLDERED JOINTS. 2. ABOVE GROUND WATER PIPING SHALL BE TYPE "L" COPPER WITH WROUGHT COPPER FITTINGS AND 95-5 SOLDERED JOINTS, 3, THE SITE SUBCONTRACTOR SHALL PROVIDE THE BACKFLOW PREVENTOR AND THE WATER METER. IF SITE IS METERED WITH A "MASTER METER" CONTRACTOR SHALL INSTALL A SUB -METER. 4. A SERVICE VALVE SHALL BE PROVIDED ON THE DOMESTIC WATER RISER AT 5'-0" ABOVE FINISHED FLOOR, WHERE WATER ENTERS THE BUILDING. 5. PROVIDE EACH FIXTURE WITH STOPS AND SUPPLIES. EXPOSED STOPS AND SUPPLY PIPING SHALL BE CHROME PLATED, WITH A CHROME PLATED ESCUTCHEON PLATE. 6. INSULATE ALL HOT WATER PIPING WITH 1" THICK, 3-1/2 POUND DENSITY, RIGID FIBERGLASS INSULATION. INSULATE FITTINGS, VALVES AND ALL SIMILAR ITEMS. INSULATE WATER PIPE AND P-TRAP BELOW ALL HANDICAPPED LAVATORIES. 7. PROVIDE WATER HAMMER PROTECTION (EQUAL TO PRECISION PLUMBING PRODUCT "SWA" SERIES) AT EACH FIXTURE OR GROUP OF SIMILAR FIXTURES. FIELD FABRICATED MODELS ARE NOT ACCEPTABLE. 8. PROVIDE VACUUM BREAKERS AS REQUIRED BY CODE. 9. PROVIDE TRAP PRIMERS FOR ALL FLOOR DRAINS AS REQUIRED BY CODE. 10. TEST ALL WATER PIPING AT 100 PSIG FOR TWENTY-FOUR (24) HOURS OR AS REQUIRED BY CODE. 11. STERILIZE ALL WATER PIPING IN ACCORDANCE WITH HEALTH DEPARTMENT REGULATIONS AND AMERICAN WATER WORKS SPECIFICATIONS. 12. SUPPORT ALL WATER PIPING WITH PIPE HANGERS BY GRINNELL OR APPROVED EQUAL. Job Number: 65I73 'Colwill Engineering Consulting Engineers, Inc. Engineering Business No. 9021 Tel: East 1-252damo Drive Tampa, Florida 33805 Tel; 813-241-2525 Fax: 813-241-2424 © 2013 ALL RIGHTS RESERVED Revisions: Date I'Description O L7 O M W Wd O �x U U a w 0 C>� W x Q Z � w � M � H a � a U ti �+ 0 0 W x x N Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: CR Checked by: JS 11 SHEET NAME I I PLUMBING PLAN SHEET NUMBER P-1'00 11 i 1 I II I'I11M III 11 1I-L- I--p=�111 w i I - 1/2" o ALL THREADED HANGER ROD LOCKING NUT -� SUPPORT NUT HEAVY DUTY CLEVIS HANGER INSULATION WITH VAPOR BARRIER PIPING 18 GA. GALV'D STEEL SADDLE 3 TIMES PIPE DIA. OR 9" MIN LENGTH PIPE HANGER DETAIL SCALE: NONE WATER HAMMER ARRESTOR EQUAL TO PRECISION PLUMBING PRODUCTS MODEL WITH (SWE BRAT MAIN PPP SIZING CHART FIXTURE UNITS SIZE (SWEAT) PART NUMBER 1-11 1/2" SWA-500 12-32 3/4" SWA-750 33-60 1" SWA-1000 61-113 11/ " SWA-1250 114-154 11/2" SWA-1500 155-330 2" SWA-2000 DROP TO PLUMBING FIXTURES NOTES: 1. PROVIDE A WATER HAMMER ARRESTOR ON EACH HOT WATER AND COLD WATER DROP. 2. ARRESTORS SHOULD ALWAYS BE INSTALLED SO THAT THERE IS AN UNOBSTRUCTED SHOCK PATH TO THE ARRESTOR. 3. ARRESTORS SHOULD ALWAYS BE PLACED AS NEAR TO THE SOURCE OF SHOCK AS POSSIBLE. WATER HAMMER ARRESTOR DETAIL SCALE: NONE U a 0 0 2 X la �o Y N i .; co 0 co J �o _M O C4 N 3 a 0 N" a_ co ti LO 0 0 U U_ U) U) N es M Lo CD CAST IRON CLEANOUT WITH COVER FOR DUTY AS REQUIRED PVC SCH. 40 EXTENSION (SAME SIZE AS SEWER UP TO 6" DIA.) 6" THICK 24x24 CONC, PAD. GRADE OR PAVING INVERT ELEVATIONS SUBJECT TO FIELD VERIFICATION PVC SCH 40 LONG SWEEP 1/4 BEND OR COMB. "Y" & 1/8 BEND. (USE REDUCING TYPE WHERE REQUIRED). --------------- INVERT ELEVATIONS SUBJECT TO FIELD VERIFICATION SEWER MATERIAL AS SPECIFIED. CLEANOUT TO GRADE DETAIL SCALE: NONE WASTE OR VENT RISER PIPING TO LAVATORY FIRE -RETARDANT INSERT FOR 1/2" COPPER PIPE GALVANIZED BRACKET W/OPENINGS ON 4" AND 8" CENTERS STAINLESS STEEL BAND ATTACHED TO WASTE RISER (EQUAL TO HOLDRITE #110) WATER PIPING SUPPORTS SCALE: NONE THERMAL EXPANSION TANK: AMTROL "THERM X TROL" ST- 5 VACUUM BREAKER; WATTS 288A OR EQUAL r DIELECTRIC UNION (TYP) PROVIDE DRAINPAN WITH 1" NEOPRENE STAND-OFFS, ROUTE 1" COPPER DRAIN LINES TO MOP SERVICE BASIN SECURELY ANCHOR TO WALL STUDS WITH A i MINIMUM OF FOUR (4) 1/4"o STEEL FASTENERS. J (2) VERTICAL & (2) DIAGONAL ANGLES 11/2"0/2"x'/8" ALL WELDED STEEL ANGLE MOUNTING 30 SHELF PRIMED & PAINTED WHITE GLOSS ENAMEL. GATE VALVE (TYP) AT 5-0" A.F.F. CHECK VALVE AT 5'-0" A.F.F. HEAT TRAP ASME T&P RELIEF VALVE DRAIN VALVE SAFETY PAN; 24 1 GAGE GALVANIZED SHEET METAL, 1-1/2" DEEP, SOLDERED LIQUIDTIGHT MOUNT BOTTOM OF SHELF AT 6'-8" A.F.F. 3/4"HW i 1 3/4 "CCWW A I __'j WATER HEATER DETAIL SCALE: NONE LAVATORY J.R. SMITH #2698 DOWN IN WALL — FLOOR DRAIN WITH TRAP PRIMER CONNECTION PER SPECIFICATIONS. FLOOR 1/2" CPVC SAFEWASTE TO TRAP— TRAP PRIMER DETAIL SCALE: NONE PLUMBING FIXTURE SCHEDULE ROUGH -IN MARK FIXTURE, MODEL #, DESCRIPTION WASTE VENT CW HW WC-HC WATER CLOSET, HANDICAPPED "CADET" 2" 1/2" --- AMERICAN STANDARD #2467.016 WHITE ELONGATED, PRESSURE ASSISTED 1.6 GALLON FLUSH, TANK TYPE WATER CLOSET, OLSONITE #95 WHITE SEAT, CP STOP AND SUPPLY. LAV-HC LAVATORY, WALL HUNG, HANDICAPPED "LUCERENE" 1-1/2" 2„ 1/2" 1/2" AMERICAN STANDARD #0355.012 WITH 17401.172H 6" GOOSENECK FAUCET AND 4" WRIST BLADE HANDLES, 1-1/2 CP P-TRAP, CP STOPS, SUPPLIES. DF-HC DRINKING FOUNTAIN, DUAL LEVEL, HANDICAPPED 1-1/2" 2" 1/2" --- ELKAY EDFP217C NON-REFRIGERATED, NON -ELECTRIC DRINKING FOUNTAIN, 1-1/4" 20 GAUGE CP P-TRAP LESS CO, STOP AND SUPPLY. MOUNT LOWER NOZZLE AT 30" A.F.F. FOR ADA COMPLIANCE. MSB MOP SERVICE BASIN 3" 2" 3/4" 3/4" FIAT MSB2424 24"x24" MOLDED STONE MOP SERVICE BASIN WITH 830-AA FAUCET, 832-AA HOSE BRACKET AND HANGER. EWH-5 ELECTRIC WATER HEATER --- --- 3/4" 3/4" A.O. SMITH DEL-5 FOAM INSULATED, GLASS -LINED 5 GALLON TANK, THREE (3) YEAR WARRANTY WATER HEATER. 22" HIGH x 22" DIAMETER, 3.0 kW ® 208 VOLT, 1 PHASE ELECTRIC HEATER. U.L. LISTED AND ASHRAE 90.1-2004 APPROVED. SET TEMPERATURE AT 110'F. WH WALL HYDRANT --- --- 3/4" --- ZURN Z-1322-EZ (FREEZE PROOF) WALL HYDRANT, NON -FREEZE WITH POLISHED NICKEL BRONZE BOX AND LOCKING COVER. PROVIDE WITH 3/4" HOSE CONNECTION AND INTEGRAL BACKFLOW PREVENTER. MOUNT AT 18" A.F.G. COORDINATE WITH ARCHITECT. FD FLOOR DRAIN 3" 2" 1/2" ZURN Z415-613-P 6" FLOOR DRAIN WITH TRAP -PRIMER CONNECTION AND TYPE "B" STRAINER. COTG CLEANOUT TO GRADE SEE --- --- --- ZURN Z1400-HD PLAN D.C.C.I. BODY ADJUSTABLE TO FINISHED GRADE WITH HEAVY DUTY TOP. SET IN 24"x24 % 6" CONCRETE PAD. FCO FLOOR CLEANOUT SEE --- --- --- ZURN Z1400 PLAN D.C.C.I. BODY ADJUSTABLE TO FINISHED FLOOR. WATER DEMAND SCHEDULE CW HW TOTAL QTY TOTAL ABBR. FIXTURE EACH EACH EACH EACH ALL WC-HC WATER CLOSET - TANK TYPE 5.0 -- 5.0 2 10.0 LAV-HC LAVATORY 1.5 -- 1.5 2 3.0 DF-HC DRINKING FOUNTAIN 0.5 -- 0.5 1 0.5 MSB MOP SERVICE BASIN 3.0 3.0 4.0 1 4.0 TOTAL WSFU 17.5 TOTAL GPM 18.6 GPM PIPE SIZE= 1" Job Number: 65173 R. ST ' • •N 0 81 6 f - �� ' STATE OF t/ 0% DR XV ie;s l p N A� E % % Joseph R. Stolz, P.E. No.58186 Revisions: Date Description I4 C7 Z W cV M d �gg O H° �x W F- U Q �W Z H� Ua U a a O W o W W44 `� 3 N W sx Q. Z I�•�-I W W � O � P. t m o � O H P1 � 0 WO F'y � W � O o h�hrr•1I W W � F-•1 x a N Job Number: 12049.01 File name: Issued Date: 07.17.13 Drawn by: DC/LO Checked by: JS SHEET NAME PLUMBING SCHEDULES & DETAILS ' Colwill Engineering Consulting Engineers, Inc. SHEET NUMBER Engineering Business No. 9021 Tel: East 1-252damo Drive Tampa, Florida 33805 P-2,0 Tel: 813-241-2525 Fax: 813-241-2424 © 2013 ALL RIGHTS RESERVED