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HomeMy WebLinkAbout37601 Corey Lewis AveACCESS ENGINEERING and CONSULTING, INC. Mr. Kalvin Switzer, Building Inspector/Plans Examiner City of Zephyrhills 5335 Eights Street Zephyrhills, Florida 33542 - 4312 SUBJECT: Grand Horizon Community Center / AEC, Inc. PN: 0965 37601 Corey Lewis Avenue, Zephyrhills, Florida 33541 Dear Mr. Switzer: Per your e-mailcomments dated April 26, 2010 concerning the above referenced project, please find the following itemized responses to your comments as you requested.lp �- a ui � r1A u o'116 nqd l Item 1: All work shall be in accordance with the 2007 F.B.C. with the 2009 supplements. Item 2: All electrical work must meet the 2008 N.E.C. requirements. Item 3: The General Contractor's name, address and phone number: Mr. Rick Woolfolk, GC ILA /`�Bulls-Eye Construction, Inc. REVIEW. 12814 County Road 39 S. CITY OF ZEPHYRHILL Lithia, FL 33547 Cell: (813) 299 -1548 PLANS EXAMINER Ph & Fax: (813) 681-1955 Item 4: A one (1) inch Water Meter will be needed. If there are any questions or concerns pertaining to this matter, please do not hesitate to contact us. n Very truly yours, QtZ All *4r) XC: Mr. Rick Woolfolk, GC and Licensed Electrical Sub -Contractor File of Record 110 E. Reynolds Street, Suite 804, Plant City, Florida, 33563 Telephone: (813) 707-8336 Fax: (813) 707-6725 http://www.accessenizineering.net GENERAL NOTES AND SPECIFICATIONS 1. Unless otherwise noted on the plans, all construction methods, workmanship, materials and testing shall conform to the "Florida Department of Transportation (FDOT)'s "Standard Specification for Road and Bridge Construction", its current supplements and standard index drawings, and any city, COUNTY, or any other agency's rules and regulations. 2. Survey layout and testing shall be by the Contractor. 3. All work within the right-of-way shall be coordinated with the CITY, County, and/or FDOT. All disturbed areas within the right-of-way shall be restored to the original condition or better in accordance with county, and/or FDOT standards. 4. Locations, elevations and dimensions of existing utilities, structures, and other features are shown according to the best information available at the time of preparation of these plans. The contractor shall verify the locations, elevations and dimensions of existing utilities, structures and other features affecting this work prior to construction. 5. The contractor shall use extreme caution in areas of buried utilities and shall provide at least 48 hours notice to the utility companies prior to construction to obtain field locations of existing underground utilities. The contractor shall protect and maintain operation of existing utilities during construction. 6. The contractor shall check plans for conflicts and discrepancies prior to construction. The contractor shall notify the engineer of any conflicts before performing any work in the affected area. 7. The Engineer shall be notified as to where existing utility services interfere with the proposed construction. 8. The Contractor is responsible for repairing any damage to existing facilities, above or below ground, that may occur as a result of the work performed by the contractor. 9. All underground utilities must be in place and tested or inspected prior to base and surface construction. 10. Utilities installation shall conform to the requirements of the applicable federal, state and local regulations including but not limited to the Florida Department of Environmental Protection (FDEP), Department of Health (DOH), the Occupational Safety and Health Administration (OSHA) Standard and the city. 11. It is the contractor's responsibility to become familiar with the permit and inspection requirements specified by the various governmental agencies and the engineer The contractor shall obtain all necessary permits prior to construction and schedule inspections according to agency instructions. All work performed shall comply with the regulations and ordinances of the various governmental agencies having jurisdiction over the work. 12. At least three (3) working days prior to construction, the contractor shall notify the engineer and appropriate agencies and supply them with the contractor's name, starting date, projected construction schedule, all required shop drawings and other information as required. Any work performed prior to proper notifications may be subject to removal and replacement at the contractor's expense. 13. The site shall be initially graded such that no offsite area will be adversely affected by storm water runoff. Runoff to the adjacent right-of-way shall be minimized. The existing drainage facilities within the right-of-way shall be protected at all times by the use of staked hay bales, temporary grading, revegetation, etc. Any disturbed area within the right-of-way shall be sodded. The contractor shall final grade and hand rake all exposed earthwork areas immediately prior to installation of sod. All areas shall be protected from erosion caused by storm water runoff by vegetation, staked hay bales, temporary grading, etc. 14. Upon completion of construction activities, the storm water management system shall be cleaned of all debris, silts, limerock, etc. 15. The contractor shall verify minimum separation between water and sanitary sewer systems (18" minimum vertical and 10' minimum horizontal separations). Upon completion of construction, the contractor shall provide written verification documenting the minimum separation as constructed. 16. Typical cover over utilities shall be 36". 17. During construction and/or maintenance of this project, all safety regulations are to be enforced. The contractor or his representative shall be responsible for the control and safety of the traveling public and the safety of his personnel. 18. The contractor shall comply with all Federal/State Occupational Safety and Health Act (OSHA) Standards and any other rules and regulations applicable to construction and/or maintenance activities in the State of Florida. The Contractor shall also comply with Chapter 442, Florida Statutes (Toxic Substances in the Workplace), and any CITY, COUNTY, or any other agency's rules and regulations regarding safety. 19. All trenching and excavation operations MUST conform to the requirements stated in the new "Trench Safety Act" incorporated into OSHA standards 29 CFR 1926 Subpart P final rule and the State of Florida Trench Safety Act. The contractor shall recognize the OSHA safety standards, agree to abide by them, and identify the cost to comply. �..,��_-�',.r,.�:,:w�.,C-1, ��..E.` _-..,lS.�_l�� �.•r_�¢�y_� .�.u__�,.� � � CHI PENSACOLA FORT T EE WALTON BEACH P CITY CITY ./ nzi `OMMUNITY CE TER GjUND HORIZONS N FOR BROOM j NEW w PORT RICHEY ND HORIZ O,-,N.TS- HOMES,LLCPROJECT LOCATION ST PETERSBURG 20. Further Contractor operations shall comply with 29CFR 1910.252 and NFPA 51 B for cutting and welding procedures. 21. All persons on (CITY, COUNTY OR STATE) property and in area where the noise level exceeds 85db, must wear hearing protection that complies with ANSI S3.19-74 (ear muffs and/or approved ear plugs). This includes areas where noisy equipment is in use (i.e. jack hammers, electric or air drills, heavy equipment with open cabs, pipe cutting saws, etc.) and in the plant where posted. 22. All work conducted in an elevated position shall comply with 29CFR 1910.269. 23. All design application, installation, maintenance, removal of all traffic control devices, warning devices and barriers necessary to protect the public and workmen from hazards within the projects shall be in accordance with the minimum standards as set forth in the current edition of the State of Florida and Traffic Design Standards. 24. All traffic control markings and devices shall conform to the provision set forth in the "Manual on Uniform Traffic Control Devices" prepared by the U.S. Department of Transportation, Federal Highway Administration. 25. All Contractor owned or controlled vehicles and/or equipment which will be operated on or within ten (10) feet of the roadway shall be equipped with a minimum of one amber 360 degree Class I warning device. This device must meet minimum standards for utility construction purposes, such as a minimum of 500,000 candlepower and visible from 360 degrees of mounting. The warning device(s) must be in operation at all times that a vehicle/equipment if on the roadway or within the ten (10) feet of runoff area and not in a "normal" travel status. 26. Area designated by the Owner shall be utilized for equipment storage and cover material staging. Materials and supplies shall be stored only in those areas approved by the owner. 27. In regard to the inspection of the project, Southwest Florida Water Management District (SWFWMD) and the city inspectors shall have the same right of review and inspection as the Engineer of Record. Although it is appropriate for the Engineer of Record to resolve questions, diffic�ities, and disputes relative to interpretation of contract documents or construction; SWFWMD and the city reserve the right of final concurrence on such matters. 28. The city's Engineering inspector shall be notified, and the Engineer's approval shall be obtained, on all proposed field changes, alterations or additions to the approved plans by the Contractor or the Engineer of Record prior to the implementation of such changes, alterations or additions. 29. The contractor shall obtain a separate permit for any on -site burning. 30. If during construction activities any evidence of historic resources including but not limited to aboriginal or historic pottery, prehistoric stone tools, bone or shell tools, historic trash pits, or historic building foundation, are discovered, work shall come to an immediate stop and the Florida Department of Historic Resources (State Historic Preservation Officer) and Pasco County shall be notified within two working days of the resources found on the site. 31. All proposed signs must be applied for, approved and permitted on an individual basis apart from ultimately approved site plan. Approval of this site plan does not constitute approval of any signage. 32. Handicap parking spaces will be Properly signed and and striped in accordance with Florida Statute 316, the Manual on Uniform Traffic Control Devices, or other applicable standards. 33. The Engineer certifies that the site has been designed in accordance with the American Disability Act. 34. All on -site parking spaces will be striped and signed in accordance with the Manual on Uniform Traffic Control Devices Latest Edition. Parking spaces, directional arrows, and stop bars shall be striped in white. It shall be the Owner/Developers responsibility to properly sign and stripe the site in accordance with applicable standards. 35. All clear -site areas shall be kept free of any signage plantings, trees, etc. In excess of three and one-half feet in height. 36. All structures including buffer walls, retaining walls, fencing, signage etc. require separate building permits. 37. No irrigation system or landscaping shall be installed in any city right of way without the appropriate right of way permit. 38. Upon completion of construction, the Owner/or Contractor will be require to supply one set of complete "As -Built". indicating all deviations during construction, certified to the Engineer of Record. 33541 VICINITY MAP N.T.S. PASCO COUNTY ATLAS MAP 63 SECTI❑N 34, TOWNSHIP 25 SOUTH, RANGE 21 EAST Al OWNER MR. DICK CHARRON, PRESIDENT GRAND HORIZONS HOMES, LLC 37319 NEUKOM AVENUE FLORIDA 33541 ZEP�IYRHILLS, (8_13) 508-3586 SURVEYOR: SIMMONS & BEALL, INC. POST OFFICE BOX 1297 DADS CITY, FLORIDA 33525 (352) 567-0048 &CONTRACTOR.- MR. RICK WOOLFOLK, GC BULLS -EYE CONSTRUCTION 12814 C.R. 39S LITHIA, FLORIDA 33547 (813) 681-1955 SARASOTA- BRADENTON 1 1 DAYTONA BEACH • 1 •s; AL MEL:. COCOA IFT PIERCE WEST PALM rI SUNSHINE STATE ONE -CALL OF FLORIDA DESIGN TICKET #313903577-000 UTILITY COMAPNIES.- Mfi?ARQo,yoy ( PROGRESS ENERGY A ON.• dui SE6LL dTTBNTlON.• CUSTOAZW ShRYlCE CENTBR 93 NORTH ILfIN STRRET PHO1V�r (800) 700-8744 \PUTTER GARDEN, FLORIDA 34787 PRONE: (407) 814-5344 VINMON FLORIDA INC. AT FJVTION: DAVID IIYNNS 1909 US BVE 301 N TAM,PA, FLORIDA 33819 PHONE: (813) 827-8343 PASCO COUNTY TRAFFIC ATTENTION: ROBERT BECK 7530 LITTLE ROAD, SUITE 124 NEIP PORT RICKEY, FLORIDA 348: PRONE: (727) 847 8139 Ex.•8823 TECO: PEOPLE GAS ATTENTION: PHYLLIS .FRIDGES 1400 CHANNFELSIDL' D.RIPE TAMPA, FLORIDA 33805 PHONE: (813) 275-3742 BRIGBT HOUSE ME77ORKY ATTENTION.• KATBY MCDONALD 30432 S.R. 54 WESLEY CHAPEL FLORIDA 33543 PHONE: (813) 882-0522 AX.•84402 TAMPA ELECTRIC ATTENTION.• iM72 ER YTTR"O P.O. BOX III TAMPA, FLORIDA 33801 PHONE: (813) 275-3433 0 y INDEX OF SHEETS 37 �ol o �y, SHEET NO. SHEET DESCRIPTION 1 COVER SHEET AND GENERAL NOTES 2 SURVEY PLAN (EXISTING SITE CONDITIONS) 3 SITE PLAN 4 PA VING, GRADING, DRAINAGE PLAN AND DETAILS 5 SECTIONS 6 UTILITY PLAN 7 LANDSCAPE AND TRAFFIC SIGNAGE PLAN 8 BEST MANAGEMENT PRACTICE PLAN AND DETAILS 9 PRE -DEVELOPMENT DRAINAGE PLAN 10 POST DEVELOPMENT DRAINAGE PLAN . ' "f' 3„ BEFORE DIGGING CALL M. ALI SHASTI-NAZEM, M., SUNSHINE STATE ONE -CALL OF FLA :;A_ DLICEN 427 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF SIGNATURE 5 DAYS NOTICE BEFORE YOU EXCAVATE. Z DATE (NOT VAUD WITHOUT SEAL) co Z O N O LL O Cr W W Z Z w 0 Z Q Z w J U IX W IL m w C-)H� 0 o Zl- C, CO I' ", 0 P W 00 �!• p b � 0 o o ao N b a h o o w M•.N., aMp O U C3 0 �u t Nc�i w � o � DATE: 11-11-09 SCALE: N's FIELD BK DRWNBY.• CET CHECKED aids SHEET NO. .E. 1 OF l0 EC PROJECT NO. 0965C SSMH RIM = 135.69 E. INV. = 130.98 S. INV. = 131.08 GRAND HORIZONS - PHASE FOUR PLAT BOOK 61, PAGES 23-26 FIRE NT SSMH VA VEHYDASSEMBLY RIM = 135.90 W. INV. = 129.90 E. INV. = 129.85 NORTH _LIW LINE s N o � 270.6' OF 8" PVC PC rnR EDGE OF PA CONCRETE WA(X--�.�.��'.'.. ::,.....; S 89'56'06" E 93.70' cZ01IT14 R/W lINF ♦ �70 4- .»vIH RIM = 143.99 N. INV. = 138.21 S. INV. = 138.31 E. INV. = 138.40 FD N&D (PCP) #4281 IN PAVEMENT ELEVATION = 136.01 GRAND HORIZONS - PHASF FOUR OOK 6>, PAGES 3-26 P AT B O ;n I 0 0 CIO W I W co C+J v 10.00' UTILITY EASEMENT R/W LINE �pp0' _ 3Lzo 93.70' N 89'56'06" W 405.2 ' OF 8" PVC 18' HOPE i R/W Uj 1.11 ACRES f W v W CD O 260.4' OF 8• ,VC GRATE IN TOP - 148.11_ W. INV. - 139A9 GRAND HORIZONS - PHASE THREE PLAT BOOK 53, PAGES 120 - 123 f l IRUF TARI F Cl 151.00' 1930.00' 04'28'57" S 8741'37" E 150.96' C2 8.09' 1830.00' 00' 15' 12" S 85' 19'33" E 8.09' C3 143.00' 1730.00' 04'44'09" N 8734'01 " W 142.95' C4 27.14' 1930.00' 00'48'21" N 89'31'56" W 27.14' C5 61.93' 1930.00' 01'50'18" N 88'12'36" W 61.93' C6 61.93' 1930.00' 01'50'18" N 86*22'18" W 61.93' C7 1 58.65' 1730.00' 1 01'56'32" 1 N 86-1O'13" W 1 58.64' C8 1 58.65' 1730.00' 1 01`56'32" 1 N 88'06'45" W 1 58.64' C9 1 25.70' 1730.00' 1 00'51'04" 1 N 89'30'34" W 1 25.70' W _A W O RIM = 146.47 W. INV. = 140.42 E. INV. = 140.47 10 0 BENCHMARK SET N&D LB6382 IN PAVEMENT ELEVATION = 137.41 CD W N co SECTION 34, TOWNSHIP 25 SOUTH, RANGE 21 EAST PASCO COUNTY, FLORIDA CITY OF ZEPHYRHILLS Y GRATE INLET TOP - 137.85 N. INV. - 130.65 a- PI'c UTILITY EgSEME R `----- SSMH RIM = 137.81 W. INV. = 128.58 E. INV. = 131.94 N. INV. = 128.48 10.00' UTILITY EASEME C� o° OF -FIRE HYDRANT & -t VALVE ASSEMBLY LEGEND SSMH DENOTES SANITARY SEWER MANHOLE DENOTES 8" PVC SEWER PIPE HDPE DENOTES HARDIE PIPE DENOTES 18" HDPE STORM PIPE DENOTES CONCRETE LIGHT POLE ❑ DENOTES TRANSFORMER ON CONCRETE PAD C) DENOTES ELECTRIC BOX ® DENOTES CABLE TV BOX Q DENOTES SANITARY SEWER SERVICE . DENOTES WATER SERVICE ® DENOTES TELEPHONE CABLE BOX t DENOTES 5/8" IRON ROD FD. #LB6382 EXCEPT AS NOTED ON MAP __,_DENOTES LINE NOT TO SCALE DESCRIPTION LOTS 329 THROUGH 332 INCLUSIVE AND LOTS 339 THROUGH 342 INCLUSIVE, GRAND HORIZONS - PHASE FOUR, AS PER THE MAP OR PLAT THEREOF RECORDED IN PLAT BOOK 61, PAGES 23 THROUGH 26 OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. NOTES 1. THIS MAP REPRESENTS A BOUNDARY AND ELEVATION SURVEY. 2. 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. 3. NO APPARENT SURFACE ENCROACHMENTS EXCEPT AS SHOWN HEREON. UNDERGROUND ENCROACHMENTS OR UTILITIES ( IF ANY ) NOT LOCATED IN CONJUNCTION WITH THIS SURVEY. 4. DESCRIPTION SHOWN HEREON CREATED PER THIS SURVEY. 5. BEARINGS SHOWN HEREON ARE BASED ON ASSUMED DATUM AND REFERENCED TO THE RECORD PLAT OF GRAND HORIZONS - PHASE FOUR. THE SOUTH R/W LINE OF NEUKOM AVENUE = AS S. 89'56'06" E. 6. THIS SURVEY PREPARED WITHOUT THE BENEFIT OF A TITLE SEARCH. THIS SURVEYOR NOT RESPONSIBLE FOR EASEMENTS, ADDITIONAL RIGHTS -OF -WAYS OR OTHER ENCUMBRANCES OF RECORD NOT FURNISHED TO THIS OFFICE. 7. ANY REPRODUCTION OR DISTRIBUTION OF THIS SURVEY MAP OR REPORT WITHOUT THE EXPRESS WRITTEN CONSENT OF SIMMONS & BEALL, INC. IS STRICTLY PROHIBITED. THIS SURVEY MAP OR REPORT IS VALID ONLY TO THOSE INDMDUALS OR ENTITIES NAMED HEREON. SIMMONS & BEALL, INC. AND/OR THE SIGNING PARTY ASSUMES NO RESPONSIBILITY TO ADDITIONAL PARTIES FOR ITS UNAUTHORIZED USE. 8. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFERENCED TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929. PASCO COUNTY CONTROL BENCHMARK 636 USED AS ELEVATION BASIS. PUBLISHED ELEVATION OF 135.788. SSMH RIM = 156.35 W. INV. = 150.00 g 0 N 0 a 30 15 0 30 SCALE: 1 "=30' THE SURVEY INFORMATION BEFORE DIGGING CALL PROVIDED BY THE O#NER/ SUNSHINE STATE ONE -CALL OF FLA DEVELOPER OR CONTRACTOR. 1-800-432-4770 AEC INC. IS NOT RESPONSIBLE FSS 93.240, SECTIONS 556.101-556.111 FOR ACCURACY OF THE REQUIRES MIN. OF 2 DAYS AND MAX. OF TTT�1L� 5 DAYS NOTICE BEFORE YOU EXCAVATE. PRO1'lDED INFOR''M TION. z O W w } m W H Q 0 ZN m 't Lo W 1` .1 b N OD 0> 00 KO ti ^� LL O0 !� � wry ° •� v O '001 o W W �U O �U o� W V W O Pn Lq O N O O W w �w DATE: 11-I1-09 SCALE: FIELD BK DR WN BY.• CET CHECKED alas SHEET NO. 2 OF 10 AEC PROJECT NO. 0965C pff 1 0 UTILITY EASEMENT 0)) ffl�) 301 —SSMH RIM.135.90 W. INV.129.90 E. INV.129.85 NEUKOM 1 VR A'u p ___j f ow__w__ 10' UTILITY EASEMENT 4 REGULATION SIZE SUFFLEBOARD COURTS �� V 4 REGULATION SIZE SUFFLEBOARD COURTS 3 u 3 �- W 4. ; v 5.' 7SIDEWALQ4K -------- ---- ---- 1 0 _ UTI EITY BS B-------- — —— — — — � _ EASEMENT----.,__— ------------------------ —___- 20 EDGE _ i 1 2,849 S.F. DECK 1 1-----� OF CONCx 0 0 x15_ EQUIP. COURT ]oEpA 6, I 0, 1,543 S.F. 7' POOL Ln I pO o I A ,N 0 11, a 6 HAND RAIL HAND RAIL ... RAM P RAM P BENCHES 1 KHAN D RAIL 10 BENCHES 100' COMMUNITY CENTER o F. F. EL. 144.10 i 25 , MAIN ENTRANCE Xz `SIDEWALK. v 4 ° BENCHES 12' 12' S, 4 �. ��. 5 1 1 `' ' I 8 1 I Ln ,, n 5 -1 —7 1 1 15 , 15' 0 I ' BSBL4, Noe 0 55 , 10' UTI CITY N 1 0 UTI LITY EASEMENT /� EASEMENT R21 67, o Ln n4 ° 4 c ° a c 4 ° Q5' S I..EWALK°a ° a c c a 4 v 4 POND AREA ,0 15' 5 06, R 17 77' , 343 344 FLOW COREY LEWIS AVENUE ----__ FLOW SSMH — - ---fib I M—.14-6.4-7----- _ W. INV. 140.42 _ E. INV. 140.47 -- —_ 0 z a 6 us E w U N f-W� � g-► ll�U Ii GRAPHIC SCALE 0 20 40 1 inch = 20 ft SITE DATA rn = z x o O > a c0i W N W LL O 0 w _ w U w 0 O z LL w � o z Q w O w U U it a a }U WW m U woo Q r- N r- (D ZN C7 iA CO P Ca LOCATION: GRAND HORIZONS SUBDIVISION V LOT NUMBERS 329,330,331,332 AND 339,340,341,342 SECTION 34, TOWNSHIP 25 S RANGE 21 E (h PASCO COUNTY ti o 0 CITY OF ZEPHYRHILLS, FLORIDA N t3 � o0 0 -, PIN NO. 34-25-21-0180-00000-329,330,331,332 en , o AND 339, 340, 341, 342. 0 M ' V w .� ZONING: o RESIDENTIAL LAND USE: C? . CLUB HOUSE W W Fzo u o PROJECT AREAS: N r V W� PAVEMENT: = 10,992.00 S.F. (0.252 AC.) o SIDEWALK AREA: = 2,627.00 S.F. (0.060 AC.) W U PROPOSED: U BUILDING AREA: =6,000 S.F. (0.138 AC.) U RAMP AREA: = 384 S.F. (0.008 AC.) LANAI AREA: = 1,000 S.F. (0.023 AC.) POOL & DECK: = 4,902 S.F. (0.112 AC.) SHUFFLEBOARD COURTS: = 3,120 S.F. (0.072 AC.) SUB AREA: 15,406 S.F. (0.353 AC.) POND AREA AT TOB: = 8,214 S.F. (0.189 AC.) AT EL.139.00 LANDSCAPE/GRASS AREA: = 11,112.60 S.F. (0.255 AC.) TOTAL SITE AREA: = 48,351.60 S.F. (1.110 AC.) BUILDINGS: TOTAL BUILDING AREA: = 6,000 S.F. (0.138 AC.) 0.! STORY 1 w W HEIGHT 20'f �+ FINISH FLOOR EL. 144.10 FAR 0.124 w U 19, 326.6 S.F. _ PERVIOUS/IMPERVIOUS RATIO: 29,025.0 S.F. 0.66 M SETBACKS: PROVIDED: FRONT: 20 FT. FRONT: 66 FT. q REAR: 10 FT. REAR: 16.4' FT. W SIDE: 10 FT. EACH SIDE 46' W. SIDE 90' E. SIDE O PARKING: OFFICES: 44 44 N W 1 SPACE PER 300 S.F. OF GRO SS FLOOR AREA � 60' X 100' = 6000 S.F. REQUIRED NO. OF PARKING SPACES = 6000 = 20 SPACES 300 PROPOSED FULL SIZE PARKING SPACES: 20 O V w PROPOSED GULF CART SPACES: 11 W N q w FLOOD ZONE: FEMA FLOOD ZONE 'Y', TRANSPARENT W ADA RAMPS: ALL SIDEWALKS/RAMPS MUST MEET ADA AND CITY OF ZEPHYRH ; DARDS. DUMPSTER: ���� � rt ;.�, °��- 11-11-09 2 41;: DATE: - NO DUMPSTER ON SITE, CURB PICK UP ONLY. `o. ..:;�`5 SCALE: I'=20' 2 HANDRAILS FIELDBK e .. , CET 1O DENOTES HANDRAIL LOCATIONS DRWNBY. CHECKED mAs SHEET NO. BEFORE DIGGING CALL M. ALI SHASTI—NAZEM, M. ., E. SUNSHINE STATE ONE —CALL OF FLA FLORIDA LICENSE NO. 42 5 3 OF l0 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 AEC PROJECT NO. REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. DA — 0965C (NOT VAUD NATHOUT SEAL) U - z� -I - - I - ]-- - L l _ _ i1LL1l �N\ �W+Z\ E---- S IIII GRAPHIC SCALE 0 20 40 1 inch = 20 ft. � z J 0 C/L GR. X z LIJ > z RIM GR. X-0.10 r'K J O G1 0cDL"JIZ G2 0 O RIM GRADE INLET STRUCTURE INLET RIM GRADE CONTROLS 1 0 UTI CITY EASEMENT _ FL0—W.7 i n' I ITII ITS/ IMM)MMA), 333 1 0UTI CITY A � A A F— A I T 1 1 /2" TYPE S-1 ASPHALT 6" LIMEROCK (LBR 100) 8" STABILIZED SUB —BASE COMPACT TO 98% MAX. DENSITY AS DETERMINED BY AASHTO T-180, MEETING FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION TYPICAL PAVEMENT SECTION NTS 1 1 /2" TYPE S-1 X 0.44 = 0.66 6" L R (LBR 10 0) X 0.18 = 1.08 8" STABILIZED SUB -BASE 0.08 = 0.64 STRCUTURAL NO. = 2.38 SEE SOIL REPORT. SSMH RIM.135.90 W. INV.129.90 E. I NV.129.85 RETAINING WALLS NOTES AND SPECIFICATIONS 1. Footing sizes and reinforcing is based on assumed allowable soil bearing capacity of 2,500 psi. 2. All reinforcing steel shall be #5 bars (fs = 24,000 psi), spaced ® 16 inches o.c. maximum and epoxy coated. 3. Minimum three inches cover shall be provided, top, bottom and sides. 4. Concrete shall be FDOT class IV, Vc = 3,400 psi. 5. Strip the existing soil to a minimum excavation 6 inches below bottom of footings or until all deleterious material has been removed and compact as required. 6. Backfill composition shall be clean fine to medium sand with no more than 10% passing the #200 U.S. standard sieve. 7. Compact backfill with lightweight equipment. Do not use a large vibratory compactor: a small self—propelled compactor is acceptable. 8. Compact backfill to not more than 90 % ASTM D-15t % Max. Dry Density. 9. Fill shall be placed on both sides of the wail at the some time until all fill has been placed on the low aide. 10. Sod all slopes immediately after construction to avoid soil erosion and wash out. Bmi NEUKOM a �1 r 1.90i SKIMMER RETENTION SIDE �.1 E EL. 135.00 POND BOTTOM 1.50' MIN. W A 0 V) Z 0 Z W W 5.25 1 5.00 1 4.6 6x6xW1.4xW1.4 WWF SECTION "A —A" I #5 TIE ROD IN LINTEL BLOCK - TOP OF WALL EL.144.00 BLOCK WALL THICKNESS - (INCHES) 8"-fm=1500 PSI 8" CMU WALL — CONSTRUCT 3" DIA. DRAIN ® 6' O.C. WITH FILTER FABRIC ATTACHED TO THE WALL (CONSTRUCT AS NEEDED) PLANTING AREA AT 4% SLOPE. EL.139.00� A 4' HIGH CHAIN LINK SAFTY FENCE ON TOP OF WALL, REQUIREMENTS PER CITY OF ZEPHYRHILLS AND SWFWMD. FENCE TO BE CLAD IN BLACK VINYL. c (01 U PARKING AREA #9 DUR—O—WALLS EVERY OTHER COURSE #5 REINFORCING STEEL ® 24" O.C. MAX., W/29" RETURNS, 4" PERFORATED PIPE WITHIN SOCK AND WITH 6" GRAVEL COVER `FILTER POND BOTTOM FABRIC EL.135.00 FILLED CELLS �, I I I= #5 0 16" O.C. 'o I I=I 3" Min. EL.134.00 U —) I (= Cover typ CONCRETE FOOTING 10" 8" 2'-6" 4.-0" SECTION "D—D" NTS W 0_ Q U CREST Z -F.L. EL.138.25 a 11-1 OUTFALL SIDE <W �Q 1. ALL CONCRETE TO BE 3,000 PSI (30 DAY STRENGTH). 2. SKIMMER TO BE CONSTRUCTED ON RETENTION SIDE OF CONTROL STRUCTURE 3. SKIMMER TO BE FABRICATED FROM SHEET ALUMINUM. 1 OUTFALL CONTROL NTS 0.50' 1.00' 0.50' CREST T.O.B. EL.139.00 I El-138.25 6x6xW1.4xW1.4 0.50' (WWF) SECTION "B—B" ALUMINUM SKIMMERSKIMMER SKIMMER DETAIL 1 FACE OF CURB OR 0.063" STEEL SIGN EDGE OF PAVEMENT F.T.O. —25 TOP PART. WHITE REFLECTORIZED (o BORDER AND LEGEND, o BLUE REFLECTORIZED BACKGROUND. PARKING BY BOTTOM PART: DISABLED PERMIT 1" SERIES "C" (F.D.O.T.) 20.00' - ONLY BLACK LETTERS, cy tO BLACK BORDER AND " 12' alo WHITE REFLECTORIZED BACKGROUND h #250 FINE PROVIDE ADDITIONAL "FINE" O p o SIGNAGE y� 3-6 WHITE CHEVRONS EQUALLY SPACED r VAN ACCESSIBLE PROVIDE ADDITIONAL 'VAN PARKING SPACE ACCESSIBLE" SIGNAGE ON 12' SPACES WITH 8' ACCESS TO THE RIGHT. w� 3 W� GALV. "U" TYPE FLANGED m m 3 STEEL POST. 6 J 'i—tt-1 6" 6 GRADE HANDICAP PARKING N.T.S. DETAIL BEFORE DIGGING CALL SUNSHINE STATE ONE —CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. WHITE Cl) — z Ci O U U N O W o o LU U Z C7 LL z LL w I z w Q w z U 0 U W a. a. i w w w m U U U o 0 tii 0 F o' ' N N 0 W O N f7 I Ln CID ( ti cD z 4n00 1 o 00 M 'Cs Its 'moo ti w '5 � e 0 .N 13 Za ` � O � o � U W � w � W � � W �2 Q) N o Uw � WN .: P w M " DATE: 11-11-09 SCALE: r _ FIELD BK DRWN BY.• CET CHECKED MAs SHEET NO. M. ALI SHASTI—NAZEM, E. FLORIDA LICENSE 4 4 OF to AEC PROJECT NO. DATE (NOT VAUD WMOUT SEAL) 0965C: -j- I I — - I - cf) 0 z Z 240' 0 w ri >_ It 4' HIGH HAND RAIL -COLOR Fn x 0 38' 5; (L 0 AND STYLE PER OWNER W W W .5' EXISTING GRADE N W 0 0 _j w w 146 < - 10' GU�TER-DECO 146 5 w Szw DRAINS EL.142.8n— BENCH 4' HIGH HAND RAII-COIDIR Um "I s 4E-NC,U 0 145 ",�S/A AREA AND STYLE PER OWNER 145 w Z S/W +2% MmLt.\ FIAISHED FLOOR ELEV.144.10 - 1,- 144 u- W 1 4 _..-TOW EL.143.50 ui to 0 3 LjJ 2% REGULATION SIZE THUFFLEK-ARD COURTS EL.143.00 +2% bi z 14 - _-_-1 -1 - I < < 1 —143 z < ui < r77I > W 3: w 1.1 CA R T 142 142 2 Z >_ PKG. 2 w < 141 _bj ILK —141 0 :3 < BENCH 0 0 140 uj I 1=1 I I-- - ?__ ez e —140 0 0 REGULATION SIZE SHUFFLEBOARD COURTS EL.139.00 .0 w w 139-,3 6J m I Ne, 139 _j < m < 0 U� L 7 _: �1-IIIJ7 7 Cr n 138 -(- 3b Ld 138 F- LL-1 0 w w 137-- U 0 —137 co 0 0 W. -EXISTING GRADE 136 N —00. 0 cl� _C�l M — 136 J'L� c� jv� c� r', C3 0 4 S/W F UJ C16 135 1,35 L,',' 134 134 0+0 +50 1+0 +50 2+0 FLAT AREA 00 +50- V) 0 _j 0 z SECTION "A-A" e, E__ R M 00 IVP A C_1`0 N: NOTE: C4 c) U, 'o 0 HORIZ: 1"=10' COMPACT TO A N,41NIMIUM 0 THE RETURN SLOPE TO + VERT: 1 "=5' OF 95% iN.,IAXIMUM DE-l"ISITY u_ EXISTING GRADE TO BE IN ACCORDANCE WITH 0 SODDED IMMEDIATELY TO FDOT STANDARD SPECIFICATION w u. 0 PREVENT EROSION. C3 -.-a FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 2 O1 ey) u - 45 4�4 p Q t3 240,08' Z 4' HIGH HAND RAIL -COLOR 4' HIGH HAND RAIL -COLOR AND STYLE PER OWNER AND STYLE PER OWNER 1% .5' EXISTING GRADE 144.06 10, It t hi -3 "IN 20' 60' 30' m 1.5' 91 ul 117: /-EXISTING GRAqEA ll:� 0 m 11 - >5' - c m 3-5, 146 _j 0 U) 146 A F_ LANAI AREA /-TOW EL. 143.9 6 _j 145 < _r1j _j _-145 S/w s7w 1 A I BUILDING AREA, F.F.EL.144.10 % z uj 3: U 11 0 > 4 4- 1 9r. 1 —144 1111 ... ILI=, I ILI T RAMP cr_ 0 +11% (if 14 3 < < 1 4� ELEV. SWIMMING POOL DECK —143 :;z CAR Lu I A n 1 0 _r I :�F 42 w- 1 -rz_ VAK. 0 142 ILI- PKG. < UJI FPOOL D U-1 141 -LLI -0 1 41 1 1= Fir__ I r= r--7Tr--r ECK POOL DECK __ ;71: 1 w < —141 Lo Of �I F1 I 1=1 I 1=1 I 1=1 I F-9 I IEEI I =1 I 1EI I 1=1 -11 1=1 I 1= 0 EL. 139.50 7' �D'-J 140 85 EL. 139.5 0 Li 140 tf�;_ Ili M-11 140 1 1-4- /,EXISTING GRADE 0 -1 61 139 e cp 139 au I .e_ — [F Fr mi 7 139 n 1 7 0 38 1 �)u El I . 1 138 LL_ 3:: LA: 1 7 -7 LL; 137— LLj 137 00 -H m FLAT AREA' M . . - - g 5zo o c1q 136 136 130 OM ELEVffIONS VARIES-0 C4 —136 7 c� r-� O� U? 1,35 Lo r1% pq -4.. .4. Lo 00 nn (p Iq ­d (6 135 135 (6 6 r'-) rn - 134 134 0+0 +50 1+0 +50 2+0 00 +50 134 NOTE: 0 Ww SECTION "B-B THE RETURN SLOPE TO 6 I- HORIZ: 1"=10' BERM COMPACTION: EXISTING GRADE TO BE + VERT: 1 "=5' SODDED IMMEDIATELY TO COMPACT TO A MINIMUM PREVENT EROSION. OF 95% MAXIMUM DENSITY IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE U i%_0NSTPUC,T1ION, LATEST EDITION. �.4 18' V.C. I e=0.29' > I GR. 146.21 a- 240.3' 4' HIGH SAFTY FENCE —COLOR .5' 51,03' EXISTING GRADE AND STYLE PER OWNER w� O L`[_ 1;51. _j 147 147 � -------------- EXISTING GRADE uj Lu ii, < — EX fy_ U) 146 f —146 145 =j z< z L.Lj 145 1 S/w Z TOW EL. 1 4_0 +1.0 1 w — > 144 IN LLJ AREA +1.0% % - c -, w < I.Ld 91"1 V1 143 04 Ui CL c>1 < 3 ^ W 42 m 6 Id :2 —14 >_ TYPE "C INLET u- n 2 NOTE: U-1 0 C-) TOB LL_ 0 141 e I I UK. 1 4Z.54 m uj �- 1_1 �!6 —141 THE RETURN SLOPE TO 6" I,-- : : -_ POND AREA /-EXISTING GRADE EL. 1 39.001-A 0 ez RIM 142 44 I= ILIJ EXISTING 44 140 "f ( r L G. DRAIN m Ld 140 G GRADE TO BE 0 0 m cn INV. 138.62 Li m 139 -e 1-12" --139 SODDED IMMEDIATELY TO m S/w / '1'N'V­1'-37`0r,-iq­ C) I PREVENT EROSION. 38 El z 6 5-4 —138 C) s 2 RI DG. DRAIN UNDER LANAI DHWE 138.49 2 —137 1 Uo}/ 137— -H (25 YR./24 HR.) 115" FES 12" FES Ln INV. 13 5. 00 ­jj 136 QD 1_81, OF 15" PVC @ 4.469% 136 14 INV.135.00 135 <_ 1,35 'D c� -)I �51 DATE: �2 134 134 NOTED 7 41v!�5 SCALE 5 0 2+0 0 0+0 +50 1+0 SHWE 131.0 +50 Z. FIELD BK SECTION ')C-C BERM COMPACTION: HORIZ: 1"=10' + DRWNBY- CET VERT: 1 "=5' COMPACT TO A MINIMUM CHECKED Aus OF 95% MAXIMUM DENSITY IN ACCORDANCE WITH SHEET NO. FDOT STANDARD SPECIFICATION BEFORE DIGGING CALL M. ALI SHASn-NAZEM, M. E. _LL L FOR ROAD AND BRIDGE SUNSHINE STATE ONE -CALL OF FLA FLORIDA LICENSE NO. 427 CONSTRUCTION, LATEST EDITION. 5 OF m 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 A AEC PROJECT NO. REQUIRES MIN. OF 2 DAYS AND MAX. OF U, 6 5 DAYS NOTICE BEFORE YOU EXCAVATE. DAM 0965C (NOT VAUD WTHOtJT SEAL) wl 90' ELBOW I N / � f �Wf \ E-1- �S GRAPHIC SCALE 0 20 40 1 inch = 20 ft. 301 r l NOTE. 303 300 —3 `2 EXISTING SANITARY LATERALS T Q� ul' BE FIELD LOCATED VERIFIED B RIM.135.90 THE CONTRACTOR PRIOR TO u "4 �� W. INV.129.90 CONSTRUCTIOIN. 3 E. NV.1, TY NT-------- �-- �-- I 29.85 ----- — EX. 8 VC --- / �11' - --- ®—� 4 PVC M w • NETom-----------_— 1 8"TEES Al A VE)'I) 18 "X 4"RED r r --------4"PV�FM - --1 0 _ UTI CITY B_S B L _ -- -- - — -- ------------------- ----4 PVCFM L--- - - - - - —,EASEMENT _ _ _ - - -- r I.. 3 rI HB - - - - - - - - - - - — — — — — — 41 I 1IEQUP. � j I 4" RP NOTE: " I EXISTING WATER LATERALS ITO 3/4" METER LOC I BE FIELD LOCATED/VERIFI D BY THE CONTRACTOR PRIOR O I 35'f-3/4" WATER MAIN CONSTRUCTION. jH j C.O.#2 ° �O I RIM. L_________________ 60'f-3/4" WATER MAIN �i INV. 70'±-4" PVC @ 0.5010 RIM. POND AREA F(5 I NV. r'3343BENCHES------------------ i BENCHES 100' I ------ --`.-1 , , B I HB °I COMMUNITY CENTER I i C F. F. EL.144.10 I Id I HB f _ H 25MAIN ENTRAN C E I ° Qd.dO --—.-��.�—^—�r---—.——.-----------� ° ° d BENCHES a I I 7 320 I L I I 1 0' U T I LITY_"� EASEMENT . d. ° ° d °.e d e 4 FLOW I -------- I COR"T'Y LEWIS AVENUE � _, ,— — — —— -- W. INV.140.42 E. INV.140.47 ----__-8"X6"TE ftow EX. 8 PVC w 4„GV- ® „PVC _® - NOTE 1. BUILDING SHALL BE FULL FIRE SPRINKLER SYSTEM BASED ON OCCUPANT LOAD AND CONSTRUCTION TYPE. 2. THE FIRE SPRINKLER FDC SHALL BE LOCATED WITHIN 100' OF AN EXISTING F.H. A. HYDRANT SHALL NOT BE BLOCKED BY ANY PARKING SPACES. B. FDC SHALL NOT BE BLOCKED. THIS INCLUDES PARKING SPACES. C. FIRE FLOW IS DETERMINED TO BE A MINIMUM OF 1000 GPM. ►"L MK MT MAN EFt1.UDlt SMRIRY/STM SEM ,W,, ,o- MINIMUM WATER/SANITARY SEWER CLEARANCE ®® •® •.. A� PVC PIPE MIN. 12" LONG DAMS TYPE BOX CAST IRON BASE WATH CAP ASPHALT OR CONCRETE SLO TRAFFIC AREA • • • • • • • • • • •• • CONCRETE PAD RED BRICK C.O. SIZE 4" 6" A 6" 8" B 6" 6" C 18" 20" a ® a _ .. . �. a 4 CONCRETE PAD Top View — Single Pipe PVC PIPE Cleanout Detail CID STOP WHITE LETTERS W/ RED BACKGROUND TRAFFIC SIGNS ARE TO BE LOCATED AS SPECIFIED IN THE SITE PLAN. Q TYPICAL SIGNS ARE SHOWN BELOW. WHITE DIE —CUT MNYL (DECAL —TYPE); LETTERS WALL BE UPPER CASE, HELVETICA IN STYLE. 1 3/4- X 1 3/4• X 1/8- X 10• LONG STL STANDARD (TYP.) STOP SIGN PER MOT STANDARDS Typical Sign Elevation N a a. 1 1/4" STRAP,FIG. 262 BY GRINNEL, 0/E/ (TYP. OF 2) CONCRETE SLAB 1" G.S.P. PVC HOSE BIBB ANTI -SYPHON VACUUM BREAKER (USE WATTS REG. CO. SERIES 8-8A OR APPROVED EQUAL) 1/2" EXPANSION JOINT MATERIAL C 4x5.4 GALV.� STIFFENER HOSE BIBB & VACUUM BR NTS KER DETAIL) 7 3 7 4 4 0 0 5 2 2 5 6 C4 GCE �--) 12" 12" I-- MIN. METER MI IN. �� SERVICE MATERIAL S ITEMoesazlpnoN A 5' TYP. o I 117 x v w F—A 20'-0, _ LI.G. I Tr, ti a rc 5'-0' a .Z• �D 1/4' PER FOOT SLOPE Section A —A 1) THE SIDEWALK ELEVATION [IN THE RIGHT OF WAY LINE SHALL MATCH THE EXISTING CENTER LINE ELEVATION OF THE ADJACENT STREET. 2) CONCRETE SHALL BE 3000 PSI 28 DAYS MINIMUM 3) ALL 6' CONCRETE SHALL BE FIBER MESH OR REINFORCED WITH 6 X 6 6/6 WWM 2, TOOL TO 1/4' R TOOL TO 1/4' R L 1/2' PREMOLDED a EXPANSION JOINT MATERIAL Expansion Joint Detail Control Joint (gro9aiF Sidewalk Details -, N.T.S. a 5., . E v BEFORE DIGGING CALL SUNSHINE STATE ONE —CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. r sl I !aft M. ALI 1�1`I�iVAZEM, FLORIDA LICENSE NO. Z DATEI (NOT VAUD WITHOUT SEAL) 1) THE SIDEWALK ELEVATION [IN THE RIGHT OF WAY LINE SHALL MATCH THE EXISTING CENTER LINE ELEVATION OF THE ADJACENT STREET. 2) CONCRETE SHALL BE 3000 PSI 28 DAYS MINIMUM 3) ALL 6' CONCRETE SHALL BE FIBER MESH OR REINFORCED WITH 6 X 6 6/6 WWM 2, TOOL TO 1/4' R TOOL TO 1/4' R L 1/2' PREMOLDED a EXPANSION JOINT MATERIAL Expansion Joint Detail Control Joint (gro9aiF Sidewalk Details -, N.T.S. a 5., . E v BEFORE DIGGING CALL SUNSHINE STATE ONE —CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. r sl I !aft M. ALI 1�1`I�iVAZEM, FLORIDA LICENSE NO. Z DATEI (NOT VAUD WITHOUT SEAL) J J � z O O N w N w LL 0 0 w U U u1 z it w w N z H z z w U U U it Ix w w w n. a a w w w Do U U U o a o w m Zw .1- CO 00 e M MAt 'ate �^ryV^ M m •ti U �U �ZM�, o� s 'IN O U W DATE: 11—I1-09 SCALE: FIELD BK DRWN BY.• CET CHECKED mAs SHEET NO. 6 OF ,10 AEC PROJECT NO. I 0965C GRAPHIC SCALE 0 20 40 1 inch = 20 ft. I CROWN SPREAD TREE STAKING DETAIL 10 UTILITY EASEMENT I I I I I I I V TREES AT 25' O.C. 333 I r I I ITI I ITS/ REMOVE DEAD AND INJURED TWIGS, TRIM NO LEADERS, RETAIN NATURAL SHAPE. 3614 4" — 2 PLY REINFORCED R BBER OR PLASTIC HOSE, WHITE S,I1RVEYOR'S TAGGING TAPE, 6 LENGTH 3 — 12 GAUGE GALVANfM WIRES SPACED 120' AROUND TREE ANQ SEf AT A 45' ANGLE WfTH 3 66 DUCKBILL ANCHORS OR APP EQUAL CROWN OF ROOTBALL SHALL BE INSTALLED LEVEL WITH FINISH GRADE 3" MINIMUM MULCH LAYER MOUND TO FORM SAUCER PLANTING SOIL MIX 50R HILLARY PEAT LANDSCAPE IX 50% NATIVE SOIL (EXISTING SOIL EXISTING SUBSOIL ff), 0j) LN 2.5' SEE PLANT SCHEDULE FOR SHRUB SPACING INFO 2" MULCH - FORM SAUCER WITH r CONTINUOUS RIM FINISHED GRADE —\ PREPARED PLANTING MIX PER GOVERNMENT AGENCY SPECIFICATIONS. WATER & TAMP TO % WI REMOVE AIR POCKETS 2 X BALL DIA. I MIN. I SHRUB PLANTING DETAIL NTS SEE PLANT SCHEDULE FOR SPACING INFO '.11 FORM SAUCER WI 3" CONTINUOUS I FINISHED GRADE /'— GROUNDCOVERS / tt—I—A 2 " MULCH (MIN.) 6- PLANTING MIX (MIN.) PREPARED PLANTING MIX PER GOVERNMENT MRIMM SPECIFICATIONS. WATER & TAMP TO REMOVE AIR POCKETS GROUNDCOVER PLANTING DETAIL NTS NEUKOM A VENup I "I GENERAL NOTES AND SPECIFICATIONS 6. All trimming undertaken on a tree protected by the provision of the Land Development Code shall be For in accordance with the American National Standards LANDSCAPING AND IRRIGATION SYSTEM Institute (ANSI) A-300 Pruning Standards. 7. All landscaping material must be of Florida Grade 1. All work and materials shall be in accordance with #1 or better quality. the CITY OF ZEPHYRHILLS Landscape and Irrigation 8, All landscaped area shall be provided with an Requirements. irrigation system that supplies 100 percent coverage 2. Desirable trees should be retained wherever to all required landscaping plant material. The possible. Proposed improvements (Le, buildings, irrigation system may consist of an automatic or driveways, parking areas, walkways, utilities, etc.) manual underground system, drip system, quick must be adjusted to retain desirable trees and avoid coupling valves, or hose bibs within 50 feet of all root disturbance where possible. required landscaping plant material. A low volume irrigation system should be used wherever possible. 3. All trees to remain must be protected by tree The irrigation requirement shall be waived where protection barricades meeting the CITY minimum appropriate native plants are used to meet all the standards. Protective barricades shall remain in place landscaping requirements. until land alteration and construction activities are completed. 9. The irrigation system must be designed to minimize root disturbance to existing trees and other 4. During land alteration and construction activities, within vegetation to be required. the dripline of a tree remaining on site, unless otherwise approved by the administrator: It shall be unlawful to remove 10. All planting beds shall receive Pine Bark Mulch, vegetation, except by hand, by grubbing or to place soil 3—inch minimum thickness. deposits, debris, solvents, construction material, machinery or other equipment of any kind within the dripline of a tree 11. All irrigation pipes under pavements shall be to remain on the site. schedule 40 or better. 5. No grade changes should occur within the dripline 12. Back flow preventer shall be installed in accordance of trees to remain. Grade changes proposed within a with the CITY OF ZEPHYRHILLS Standards and Specifications. tree dripline may be approved provided special design 13. A 3' "ring" of mulch is to be maintained around all technique (i.e, retaining walls, tree wells, root aeration trees not incorporated in plant beds. systems, pervious pavement, grade dishing, etc.) are used to minimize root disturbance. 3 0 4 a a c .4 10 UTILITY7BSBL FA�FMFNIT CY CY _ COREY LEWIS AVENU-- E 344 14. Landscaping is required around all back flow preventers, along with a diagram. 15. Unobstricted visibility is required with the site visibility triangle, along with a diagram. 16. All plant beds are to be free of limerock, construction debris, and any impervious material. Excavation and back filling may be required. 17. The owner/developer is responsible for the establishment and maintenance of all plant material. Landscaping areas must be maintained to present a healthy, neat, and orderly apperance at all times and shall be kept free of trash and debris. 18. Pavement contractor shall install irrigation sleeves where necessary prior to construction of any asphalt, concrete or sidewalk. 19. All required landscaping material must be protected by wheel stops or curbs that shall measure a minimum of 6 inches in height, 6 inches in width and 6 feet long. 20. The contractor must coordinate and receive conformation from City of Zephyrhills for the locations, sizes and types of landscaping prior to planting. 21. Any areas subject to erosion must be adequately stabilized with vegetative material that will, within a reasonable time frame, deter soil disturbance. Sodding, plugging, sprigging or acceptable for stabilization; however sodding may be required in areas of erosion —prone soils or where slopes are greater than 5:1. vegetation other than grass is acceptable unless otherwise specified. PROPOSED PLANT LIST SHADE TREES Different species each 5 trees (up to 8 species min. with 40 trees) Symbol No. Scientific Name Common Name Size Requirements Native Florida Drought Tolerant Ah 2 MR MAGNOLIA GRANIFLORA MAGNOLIA MIN. 10' HIGH AND 3" CAUPER Yes Yes AT TIME OF INSTALLATION �''``� L + } 5 CY TAX ODIUM DISTICHUM BALD CYPRESS MIN. 10' HIGH AND 3" CAUPER AT TIME OF INSTALLA11ON Yes Yes `�..✓ 7 LO QUERCUS VIRGINIANA UVE OAK MIN. 10' HIGH AND 3" CAUPER AT TIME OF INSTALLATION Yes Yes HIGH AND 3" CAUPER MIN.TIME Yes Yes 0 17 SG UQUIDAMBAR STYRACIFLUA SWEET GUM AT ME OF INSTALLATION MIN. 10' HIGH AND 3" CAUPER Yes Yes + 3 WM MYRICA CERIFERA WAX MYRTLE AT TIME OF INSTALLATION SHRUBS Max. 25% each species by quantity (= min. 4 species) Symbol No: Scientific Name Common Name Size Requirements Native Florida Drought Tolerant 25% IRS RHODODENDRON SPP. AZALEAS 3 GAL 24" ABOVE GRADE, Yes Yes 24" O.C. AT TIME OF INSTALLATION. (1) 25% XA XIMENIA AMERICANA HOG PLUM 3 GAL 24" ABOVE GRADE, Yes Yes 24" O.C. AT TIME OF INSTALLATION. (1) 0 25% IS ILEX SPP HOLLY 3 GAL. 24" ABOVE GRADE, Yes Yes 24" O.C. AT TIME OF INSTALLATION. (1) 25% MF MYRICANTHES FRAGRANS SIMPSONS STOPPER 3 GAL 24" ABOVE GRADE, Yes Yes 24" O.C. AT TIME OF INSTALLATION. GROUNDCOVER Max. 25% each species by quantity (= min. 4 species) Symbol No: Scientific Name Common Name Size Requirements Native Florida Drought Tolerant (2) 25% ZP ZAMIA PUMILA COONTIE A MATURE HEIGHT OF 24" OR Yes Yes LESS PROVIDING A FINISHED APPEARANCE AND ADEQUATE COVERAGE WITHIN 45 DAYS SO AS TO SUPPRESS FUGITIVE DUST (2) 25% YF YUCCA FILAMENTOSA ADAMS NEDDLE A MATURE HEIGHT OF 24" OR Yes Yes LESS PROVIDING A FINISHED APPEARANCE AND ADEQUATE COVERAGE WITHIN 45 DAYS SO AS TO SUPPRESS FUGITIVE DUST (2) 25% LM UCANIA MICHAUXII GOPHER APPLE A MATURE HEIGHT OF 24" OR Yes Yes LESS PROVIDING A FINISHED APPEARANCE AND ADEQUATE COVERAGE WITHIN 45 DAYS SO AS TO SUPPRESS FUGITIVE DUST (2) 25% TK THELYPTERIS KUNTHII WOOD FERM A MATURE HEIGHT OF 24" OR Yes Yes LESS PROVIDING A FINISHED APPEARANCE AND ADEQUATE COVERAGE WITHIN 45 DAYS SO AS TO SUPPRESS FUGITIVE DUST GRADE "A" PINE BARK MULCH OR BETTER MULCH TO 3" DEPTH PASPALUM NOTATUM "ARGENTINE" BAHIA SOD 95% WEED/DISEASE FREE, LAID TIGHT AND ROLLED QSOD FOR DETENTION POND SLOPES ONLY, ALL OTHER SOD MUST BE SAINT AUGUSTINE PER CITY OF ZEPHYRHIU_ Max. 30% of required landscaped area may be grassed (1) SHRUBS ARE NOT SHOWN FOR CLARITY. (2) ALL GROUND COVERS ARE NOT SHOWN FOR CLARITY. AREA "A" LANDSCAPING: ADDITIONAL TREES, SHRUBS AND LAND COVER WITHIN AREA "A" TO BE PLANTED PER OWNER. BEFORE DIGGING CALL SUNSHINE STATE ONE —CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. THOMAS SCHAUB 4002 MCINTOSH ROAD DOVER, FLORIDA 33527 (813) 659-0001 THOMAS SCHAUB, ASLA REG. LANDSCAPE jNRCHITECT FL. LICENSE # LA VM,962 c s Z i 0 � I W W I D] U U tii o 0 c a o N , co 0 Z r fV CO v Ici co n ao kn �o 00 O � �v b N y 01 �V o Es 00 V W DATE: 11-11-09 SCALE: 1 '�=20' FIELD BK DRWN BY.• CET CHECKED Ams SHEET NO. 7oF 10 AEC PROJECT NO. 0965C. VAUD _ II 1 IIIII 1I Imo_ lxp, C I I `14 10 lu itl' I L I I T!.I I- I CROWN SPREAD I GRAPHIC SCALE 0 20 40 1 inch = 20 ft. TREE STAKING DETAIL IJIt 1 Or— TILITY EASEMENT AND R Ai ATURA SLEZEE "ED N 3/4" - 2 PLY REINFORCED RUBBER OR PLASTIC HOSE WHITE IT 8 � ORBS TAGGING 322- 1 GAUGE_C,�VAN Z WI SPACED �S0,4W NW TiH1 DUCK�LL ANCHO OR APP EWAL CROWN OF ROOTBALL SHALL BE INSTALLED LEVEL WITH FINISH GRADE 3" MINIMUM MULCH LAYER MOUND TO FORM SAUCER PLANTING SOIL MIX R Ik ILLARI PEAr(EI A��SGAP MIX EXISTING SUBSOIL clan SEE PLANT SCHEDULE FOR SHRUB SPACING INFO 2 MULCH - FORM SAUCER WITH 3" CONTINUOUS RIM — FINISHED GRADE —� PREPARED PLANTING MIX PER GOVERNMENT AGENCY1911w1w SPECIFICATIONS. WATER & TAMP TO REMOVE AIR POCKETS 2 X BALL DIA. MIN. SHRUB PLANTING DETAIL �r NTS ■ SEE PLANT SCHEDULE FOR SPACING INFO 2' MULCH FORM SAUCER WITH 3' CONTNUOUS RIM —_— FINISHED GRADE —, 7 GROUNDCOVERS (tYPtod) •,. 2 " MULCH (MIN.) S' PLANTING MIX (MET.) PREPARED PLANTING MIX PER GOVERNMENT AGENCY SPECIFICATIONS. WATER & TAMP TO REMOVE AIR POCKETS GROUNDCOVER PLANTING DETAIL NTS GENERAL NOTES AND SPECIFICATIONS 6. All trimming undertaken on a tree protected by the provision of the Land Development Code shall be For in accordance with the American National Standards LANDSCAPING AND IRRIGATION SYSTEM Institute (ANSI) A-300 Pruning Standards. 7. All landscaping material must be of Florida Grade 1. All work and materials shall be in accordance with #1 or better quality. the CITY OF ZEPHYRHILLS Landscape and Irrigation 8, All landscaped area shall be provided with an Requirements. irrigation system that supplies 100 percent coverage 2. Desirable trees should be retained wherever to all required landscaping plant material. The possible. Proposed improvements (Le, buildings, irrigation system may consist of an automatic or driveways, parking areas, walkways, utilities, etc.) manual underground system, drip system, quick must be adjusted to retain desirable trees and avoid coupling valves, or hose bibs within 50 feet of all root disturbance where possible. required landscaping plant material. A low volume irrigation system should be used wherever possible. 3. All trees to remain must be protected by tree The irrigation requirement shall be waived where protection barricades meeting the CITY minimum appropriate native plants are used to meet all the standards. Protective barricades shall remain in place landscaping requirements. until land alteration and construction activities are g, The irrigation system must be designed to completed. minimize root disturbance to existing trees and other 4. During land alteration and construction activities, within vegetation to be required. the dripline of a tree remaining on site, unless otherwise approved by the administrator: it shall be unlawful to remove 10. All planting beds shall receive Mulch, vegetation, except by hand, by grubbing or to place soil 3—inch minimum thickness. deposits, debris, solvents, construction material, machinery or other equipment of any kind within the dripline of a tree 11, All irrigation pipes under pavements shall be to remain on the site. schedule 40 or better. 5. No grade changes should occur within the dripline 12. Back flow preventer shall be installed in accordance of trees to remain. Grade changes proposed within a with the CITY OF ZEPHYRHILLS Standards and Specifications. tree dripline may be approved provided special design 13. A 3' "ring" of mulch is to be maintained around all technique (he, retaining walls, tree wells, root aeration trees not incorporated in plant beds. systems, pervious pavement, grade dishing, etc.) are used to minimize root disturbance. CT1 i3 NE _ NOTE: _ UKOM AVENUE - - - NORTH SIDE OF SITE MI AAI-rCn IA/ITLI I n0n0CTAI I IAA 10 UTILITY]:: O(EHS) EH� o � O' UTILITY,%BSB' o (EHS) CY — — — EASEMENT j'�"�� ( )O EASEMENT CY — — In 330 (EHF) ni (EHF) NOTE: SIMPSON STOPPERS AND SHORE JUNIPER ALONG THE WEST BORDER. 333 - COREY LEWIS AVENUE 14. Landscaping is required around all back flow preventers, along with a diagram. 15. Unobstricted visibility is required with the site visibility triangle, along with a diagram. 16. All plant beds are to be free of limerock, construction debris, and any impervious material. Excavation and back filling may be required. 17. The owner/developer is responsible for the establishment and maintenance of all plant material. Landscaping ar eas must be maintained to present a healthy, neat, and orderly apperance at all times and shall be kept free of trash and debris. 18. Pavement contractor shall install irrigation sleeves where necessary prior to construction of any asphalt, concrete or sidewalk. 19. All required landscaping material must be protected by wheel stops or curbs that shall measure a minimum of 6 inches in height, 6 inches in width and 6 feet long. 20. The contractor must coordinate and receive conformation from City of Zephyrhills for the locations, sizes and types of landscaping prior to planting. 21. Any areas subject to erosion must be adequately stabilized with vegetative material that will, within a reasonable time frame, deter soil disturbance. Sodding, plugging, sprigging or acceptable for stabilization; however sodding may be required in areas of erosion —prone soils or where slopes are greater than 5:1. vegetation other than grass is acceptable unless otherwise specified. PROPOSED PLANT LIST SHADE TREES Different species each 5 trees (up to 8 species min. with 40 trees) Symbol No. Scientific Name Common Name Size Requirements Native Florida Drought, _Tolerant 2 ERC JUNIPERUS ARGINIANA EASTERN RED CEDAR MIN 9' HIGH AND 2" CALIPER AT TIME OF INSTALLATION Yes Yes �'`'`� F +) 3 CY TAX ODIUM DISTICHUM BALD CYPRESS MIN. 10' HIGH AND 2" CALIPER AT TIME OF INSTALLATION Yes Yes c�...,/ ?� MIN. 9' HIGH AND 2" CALIPER Yes Yes 11 EHF ILEX XATTENUATA EAGLESTON HOLLY FULL AT TIME OF INSTALLATION �11 Ole MIN. 10' HIGH AND 2" CALIPER AT TIME OF INSTALLATION Yes Yes EHS ILEX XATTENUATA EAGLESTON HOLLY STANDARD MIN. 7' HIGH AND 3" CALIPER Yes Yes + 3 WM MYRICA CERIFERA WAX MYRTLE AT TIME OF INSTALLATION SHRUBS Max. 25% each species by quantity (= min. 4 species) Symbol No. Scientific Name Common Name Size Requirements Native Florida Drought Tolerant /J\2 3 GAL 24" ABOVE GRADE, Yes Yes 24" O.C. AT TIME OF INSTALLATION. (1) �50% XA LOROPETALUM CHINESE FRINGE BUSH 3 GAL. 16" ABOVE GRADE, Yes Yes 4'-6' O.C. AT TIME OF INSTALLATION. M 2" ,c �� � ■ate■ Hal I v 3 GAL. 24" ABOVE GRADE, Yes Yes �..� 24" O.C. AT TIME OF INSTALLATION. (1) 41 �50% MF MYRICANTHES FRAGRANS SIMPSONS STOPPER 3 GAL. 24" ABOVE GRADE, Yes Yes 24" O.C. AT TIME OF INSTALLATION. S3ROUNDCOVER Max. 25% each species by quantity (= min. 4 species) Symbol t] o., Scientific Name Common Name Size Ee uirements Native Florida Drought Tolerant (2) 75% CJ TRACHELOSPERMUN JASMINOIDES DWARF A MATURE HEIGHT OF 6" OR No Yes CONFEDERATE JASMINE LESS PROVIDING A FINISHED APPEARANCE AND ADEQUATE COVERAGE WITHIN 45 DAYS SO AS TO SUPPRESS FUGITIVE DUST (2) �r a25% Si CONFERTA JUNIPERUS SHORE JUNIPER A MATURE HEIGHT OF 24" OR No Yes LESS PROVIDING A FINISHED APPEARANCE AND ADEQUATE COVERAGE WITHIN 45 DAYS SO AS TO SUPPRESS FUGITIVE DUST (2) 2 LE A MATURE HEIGHT OF 24" OR Yes Yes /J \ LESS PROVIDING A FINISHED APPEARANCE AND ADEQUATE COVERAGE WITHIN 45 DAYS SO AS TO SUPPRESS FUGITIVE DUST (2) 2 A MATURE HEIGHT OF 24" OR Yes Yes LESS PROVIDING A FINISHED APPEARANCE AND ADEQUATE COVERAGE WITHIN 45 DAYS SO AS TO SUPPRESS FUGITIVE DUST GRADE "A" MULCH OR BETTER MULCH TO 3" DEPTH SOD PASPALUM NOTATUM "ARGENTINE" BAHIA SOD 95% WEED/DISEASE FREE, LAID TIGHT AND ROLLED A FOR DETENTION POND SLOPES ONLY, ALL OTHER SOD MUST BE SAINT AUGUSTINE PER CITY OF ZEPHYRHILL. Max. 30% of required landscaped area may be grassed (1) SHRUBS ARE NOT SHOWN FOR CLARITY. (2) ALL GROUND COVERS ARE NOT SHOWN FOR CLARITY. AREA "A" LANDSCAPING: FIVE ADDITI TREES PLUS S AND LAND COVER WIT R TO BE PLANTED TO COMPENSATE F RTIALLY OMITTED LANDSCAPE ER ALONG N - AVENUE (PRO D BENCH AND POOL DECK 101 AS—BUILTS INFORMATION SUPPLIED B THE OWNER AND/OR THE CONTRACTOR. DATED: SEPTEMBER 2,2011 BEFORE DIGGING CALL SUNSHINE STATE ONE —CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. THOMAS SCHAUB 4002 MCINTOSH ROAD DOVER, FLORIDA 33527 (813) 659-0001 THOMAS SCHAUB, ASLA REG. LANDSCAPE ARCHITECT FL. LICENSE # L000962 co = Z 0 55 W w w 0 LL Of LL 0 o � W Z 0. W w M LU Q g LU TG W J O U m UJ aa.. w w w m 0 U 0 r N M ' r Kb o0 I I z N M I LO (o I- W 14, � kn tz�o14) v1 en d .�' tZ ~ � U QW) w DATE: 11-11-09 SCALE: 1 "20' FIELD BK DRWN BY.• CET CHECKED mAs SHEETNO. 7 OF 1 AEC PROJECT NO. OP65C (XX.XX) DENOTES AS BUILT INFO. UNLESS ..A. SE? GRAPHIC SCALE 0 20 40 1 inch = 20 ft. 1 0 UTI CITY EASEMENT — — — — — — — — — — — — — — — — — — — I I III I IV WNW]) Off) SILT FENCE 333 SILT FENCE I n' I ITII ITV 301 -SSMH RIM.135.90 W. INV.129.90 E. I NV.129.85 m = z o m a U N Ir 0 0 a: OPTIONAL POST U z POST (OPTIONS 2"X4") POSITION K OR 3" MIN. DIA. WOOD, STEEL 1.33 LBS./FT. MIN.) PRINCIPLE POST u- w A POULTRY MESH POSITION CANTED m 10' MAX. (20 GA. MIN.) 20' TOWARD FLOW) w zz 20'+/ H z_ z Lu 1Li POULTRY MESH U U Ir N FILTER FABRIC � a a 0 0 n-, MOD — SILT FLOW U U Co FILTER FABRIC (IN CONFORMANCE w o 0 WITH SEC. 985 F.D.O.T. i- ELEVATI❑N SPECIFICATIONS). o SECTI❑N TYPE III SILT FENCE ' z N CO t{y (O P ao 344 i 10 TYPICAL SILT FENCE f �� G1R8 DITCH- 0 GJTTER GUTTER INLET COMPLETED INLET — - DITCH DITCH BOTTOM INLET PARTIAL INLET HAYBALE PROTECTION AROUND INLETS OR SIMILAR STRUCTURES 13 ° LOOSE SOIL PLACED BY SHOVEL BALES TO AND LIGHTLY COMPACTED ALONG u BUTT UPSTREAM EDGE OF BALES. a ° FLOW ° ELEVATION PLAN HAYBALE DETAIL nOff,2n�n��j:�r BEFORE DIGGING CALL SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. M. ALI SHASTI—NAZEM, M.a P FLORIDA LICENSE NO. 427 DAi-77 (NOT VAUD WITHOUT SEAL) 00 � ev) New c� Z ww 4h ti b 06 N 2 Q�i 1� oU J � �`J v `ti o V W DATE. 11-11-09 SCALE. 1 "z0' FIELD BK DR WN BY.• CET CHECKED mAs SHEET NO. 8 OF 10 dEC PROJECT NO. 0965C /N I r �s� IIIIi GRAPHIC SCALE 0 20 40 I inch = 20 ft. SSMH RIM = 135.69 E. INV. = 130.98 S. INV. = 131.08 NORTH R/W LINE 0 O 0 270.6' OF g„ PVC EDGE OF PAVEMENT CONCRETE WALK SOUTH R/W LINE CAD CID CAD CAD 0 0 z 0 m W Q z 0 GRAND HORIZONS — PHASE FOUR PLAT BOOK 61, PAGES 23-26 FIRE HYDRANT & SSMH VALVE ASSEMBLY RIM = 135.90 W. INV. = 129.90 E. INV. = 129.85 r — H S 89'56'06" E — '819:06� — — 10.00 TILIT I I I I CIO CIO r I 0 0 of N , PC T NAD F�D.) #4281 BENCHMARK I'D N&D (PCP) #4281 IN PAVEMENT ELEVATION = 136.01 BENCHMARK SET N&D LB6382 IN PAVEMENT ELEVATION = 137.41 260.4' OF 13 PVC O DRAINAGE BOUNDARY / 93.70' C I 33.70' — — — ® -®- GRA D HORIZONS — PHASE FOUR P AT BOOK 61, PAGES 3-26 WI �I } Q of QIz o Z D CAD m I c CAD W v Q Z I I I 10.00' UTILITY EASEMEN�T__ LINE —.W-= 93.70' N 89-56013" W EDGE OF PAVEMENT 405.2 ' OF 8" PVC ` 18' HDPE Fnr_F nF aeVFUFNT Pc (pCP) NO FD. 6428' R/W LINE SSMH RIM = 143.99 N. INV. = 138.21 S. INV. = 138.31 E. INV. = 138.40 1.1/1 A GRES f VACIINT CAD CAD O �CC (� "�' DRAINAGE BOUNDARY ®� GRATE INLET TOP = 146.11 SSMH W. INV. = 139.89 RIM = 146.4 W. INV. = 1 E. INV. = le GRAND HORIZONS — PHASE THREE PLAT BOOK 53, PAGES 120 — 123 I C2 �v o I I I co co �r HL=302' 8. �_10.00' UTILITY —� _ EASEMEIV.L� SSMH RIM = 137.81 W. INV. = 128.58 E. INV. = 131.94 N. INV. = 128.48 � f AVE. SLOPE=147.4�'-0136.6' =0.036 FT./FT. Co Tc=11.13 MIN. 10,00' UTILITY EASEMEIVLf R w UL/vE a 'vW - FIRE HYDRANT VALVE ASSEME BEFORE DIGGING CALL SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. U) z 0 W W h � p b � o `O N b 00 o� W v � o w W W � W M O N �O� O �N w q w w �� q I V e DATE: . 42745 4 = SCALE: K _ FIELD BK DR WN BY.• CET 0 6p,I ° � ®�''� CHECKED mAs SHEET NO. M. AL! SHASTI—NAZEM, M. P. 42 FLORIDA LICENSE NO. 7 OF ,10 - 9 EC PROJECT NO. s NATU DA� 0905C (NOT VAUD NA OUT SEAL) III - gliFil, 1� 11111111 p IIII I'll q IP I,: I'll q -1 11 It 1 11 11 !.I ! 1 111 , I I GENERAL NOTES AND SPECIFICATIONS 1m Ii1WIl11110t. 1. Unless otherwise noted on the p ns, all constru i testing shall coon methods, workmanship, materials a d orm to the "Florida Building Code, Ition with revisions, ACI 318-02, ASTM C90-01 a, ASTM C-442, FPA101 LATEST EDITIONS, and any applicable county, city, or any other agency's rules and regulations. 2. Locations, elevations and dimensions of existing structures, and other features are shown according to the best information available at the time of preparation of these plans. The contractor shall verify the locations, elevations and dimensions of existing, structures and other features affecting this work prior to construction. 3. The contractor shall use extreme caution in areas of buried utilities and shall provide at least 48 hours notice to the utility companies prior to construction to obtain field locations of existing underground utilities. The contractor shall protect and maintain operation of existing utilities during construction. 4. The contractor shall check plans for conflicts and discrepancies prior to construction. The contractor shall notify the engineer of any conflicts before performing any work in the affected area. 5. The Engineer shall be notified as to where existing utility services interfere with the proposed construction. 6. The Contractor is responsible for repairing any damage to existing facilities, above or below ground, that may occur as a result of the work performed by the contractor. 7. It is the contractor's responsibility to become familiar with the permit and inspection requirements specified by the various governmental agencies and the engineer The contractor shall obtain all necessary permits prior to construction and schedule inspections according to agency instructions. All work performed shall comply with the regulations and ordinances of the various governmental agencies having jurisdiction over the work. 8. The contractor shall submit shop drawings on all precast and manufactured items to the engineer for approval. Failure to obtain approval before installation may result in removal and replacement at the contractor's expense. 9. At least three (3) working days prior to construction, the contractor shall notify the engineer and appropriate agencies and supply them with the contractor's name, starting date, projected construction schedule, all required shop drawings and other information as required. Any work performed prior to proper notifications may be subject to removal and replacement at the contractor's expense. 10. During construction and/or maintenance of this project, all safety regulations are to be enforced. The contractor or his representative shall be responsible for the control and safety of the traveling public and the safety of his personnel. 11. The contractor shall comply with all Federal/State Occupational Safety and Health Act (OSHA) Standards and any other rules and regulations applicable to construction and/or maintenance activities in the State of Florida. The Contractor shall also comply with Chapter 442, Florida Statutes (Toxic Substances in the Workplace), and any County, City, or any other applicable agency's rules and regulations regarding safety. 12. Contractor operations shall comply with 29CFR 1910.252 and NFPA 51 B for cutting and welding procedures. 13. All persons on public property and in area where the noise level exceeds 85db, must wear hearing protection that complies with ANSI S3.19-74 (ear muffs and/or approved ear plugs). This includes areas where noisy equipment is in use (i.e. jack hammers, electric or air drills, heavy equipment with open cabs, pipe cutting saws, etc.) and in the building where posted. 14. All work conducted in an elevated position shall comply with 29CFR 1910.269. 15. All design application, installation, maintenance, removal of all traffic control devices, warning devices and barriers necessary to protect the public and workmen from hazards within the project shall be in accordance with the minimum standards as set forth in the current edition of the State of Florida and Traffic Design Standards. 16. Area designated by the Owner shall be utilized for equipment storage and cover material staging. Materials and supplies shall be stored only in those areas approved by the Owner. 17. The County Engineering inspector shall be notified, and the Engineer's approval shall be obtained, on all proposed field changes, alterations or additions to the approved plans by the Contractor or the Engineer of Record prior to the implementation of such changes, alterations or additions. 18. Dimensions are to face of masonry or to face of stud unless otherwise noted. 19. Fill all masonry voids where anchors occupy. 20. Coordinate locations and/or elevations of floor drains, registers, grills, louvers, connectors, panels, etc.. with mechanical and electrical contractors. 21. Size and location of all floor openings to be verified with trade affected before proceeding with work. 22. Refer to structural drawings for all CMU sheer wall locations. 23. Provide a metal stud plumbing wall adjacent to CMU wall when wall occurs behind fixtures. 24. Provide lintles/headers over all openings including those required for ductwork, pipes, louvers, grills, dampers etc.. 25. Coordinate location, construction, and details of load bearing walls before proceeding with work. 26. Signs, locations, number and size are not approved under this building permit. A separate permit is required for each sign. 2.7. Provide licensed fire sprinkler contractor's shop drawings and hydraulic calculations for the automatic sprinkler system for review and approval prior to starting the installation. GRAND HORIZONS COMMUNITY CENTER 0' GjUND HORIZONS __ MES, LL HO 0 z KOSSIK ROAD 0 U z w Q 0 � a cn 0 SITE KOSSIK ROAD Q � 0 M 4 GRAND HORIZONS o /N\ a MANUFACTURED V) HOMES SUBDIVISION U 11�s� = w Z � Y PRETTY POND ROAD or 0 o� o F Vi FORT KING HIGHWAY DAUGHTERY ROAD DAUGHTERY ROAD 0 Iri 10 - COUNTY ROAD 54 `VTAMPA ISLAND BOULEVARD VICINITY MAP N.T.S. PASC❑ COUNTY ATLAS MAP 63 SECTION 34, TOWNSHIP 25 SOUTH, RANGE 21 EAST 0 WNER MR. GREG BEEBE, PRESIDENT GRAND HORIZONS HOMES, LLC 4 025 MORRIS BRIDGE ROAD ZEPHYRHILLS, FLORIDA 33541 (813) 508 - 3586 SURVEYOR: SIMMONS & BEALL, INC. POST OFFICE BOX 1297 DADS CITY, FLORIDA 33525 (352) 567-0048 CONTRA CTOR: 28. Provide plans and specifications for the fire alarm system by a state licensed fire alarm contractor for review and approval prior to the installation, including running of any conduit wiring. 29. The fire sprinkler system is required to be monitored by an approved local U.L. listed central station alarm company with a contract In effect for testing the monitoring equipment ever two months to ensure that an alarm of fire is transmitted to thye fire Department.. 30. Accessible units and public areas shall comply with the current Americans with Disabilities Act and/or the Florida Accessibility Code. 31. Upon completion of ,construction, the Contractor shall supply a certified As -Built to the Engineer of Record. VIP CONSTRUCTION OF A. 15937 N. FLORIDA FLORIDA 33549 (613) I %4 St rn z 0 w ZNE- 'IERCE NEST 3ALM EACH } m LAUDERDALE W IAMI Q a SUNSHINE STATE ONE -CALL OF FLORIDA DESIGN TICKET #313903577-000 UTILITY COMAPNIES: A MWR PROGRESS S1VB1?GY MON: YISIs SHELL dTl6NT70N.• CUSTOIIM S74RVICB CEJVT6R 83 NORTH JL41N STREJT PHONE: (800) 700-8744 ff"VTER GARDEN, FLURIDA 34787 PHONE: (407) 814-5344 yL�RIZON FLORIDA INC. AEON: DAVID WYNNS 1909 US B7Y. 301 N TAMP4, FLORIDA 33819 PHONE: (813) 627-8343 PASCO COUNTY TRAFFIC ATTENTION: ROBERT RECK 7530 LITTLE ROAD, SUFM 124 AWIF PORT RICHEY, FLORIDA 34854 PHONE: (727) 847-8139 EX.•8823 TECO: PEOPLE GAS ATTENTION: PB=S BRIDGES 1400 CHAA712MM ' DRIVE TAMPA, FLORIDA 33605 PHONE: (813) 275-3742 BRIG87 HOUSE NETIIORU ATTENTION.• KATHY MCDONALD 30432 S.R. 54 WESLEY CHAPEL, FLORIDA 33543 PHONE: (813) 882-0522 "..•84402 TAMPA ELECTRIC ATTENTION: IMTIM VITZANO P.O. BOX III TAHPA, FLORIDA 33801 PHOJVE. (813) 275-3433 00 e 00 o 00 o o o ti M � •� U oMo O ts o � o U W W N W Plem be advised this review of plans submdted k8 CIil Q M MWOW to the contractor in 0 M Q) 4OC96 ke Codes. This review is not WenQ b be a finat gpmal of the submitted plans. f: is aa►tracWS sob Mponsib tY to ensure that dte puts oorrtpleie aon*ertoe wig 80 alppiicabie NFPIs W INDEX OF SHEETS �� int ogmttalUVterq �e kopediort reveals woos off. "M � oianW the Cor1�8Ckir°i sob �aIP I► .it solQSHEET NO. SHEET DESCRIPTION bft t0e arts in oampiianoe• the city aw �1 COVER SHEET AND GENERAL NOTES bfortNFPAcodesaWilure to W iapp a focalN ,2 FLOOR PLANO MlE1DpLAN(S) ABEEN RE'V1EW W3 FOUNDATION PLAN E ^ ,VY ZEPHYRHILL 4 GENERAL DETAILS 'Date, 5 WALL DETAILS Q w �N W 6 FRONT AND REAR ELEVATIONS 7 REAR AND RIGHT SIDE ELEVATIONS w N 8 ROOF PLAN 9 ELECTRIC LA YO UT PLAN"'`'11 '� O 3��vi corf LS 10 ELECTRIC CALCULATION PLAN e l 8 v r i .. IT 11 PLUMBING PLANDATE: 3-1-10 A C PLAN SCALE: NTS 1,2 / �. ST4a:r n FIELD BK 13 AID DETAILS AND SPECIFICATIONS a. 4 f 4 DR WN BY• CET t�`'���li 1' SH,'1'"`` CHECKED afAS INGLE DETAILS 14 15 FLORIDA CODES BEFORE DIGGING CALL M. ALI SHASTI-NAZEM, SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. OUA LICENSE NO. SHEET NO. 1 of 15 AEC PROJECT NO. 0965E VALID NATHOUT FOR SEAL OR STAMP) 111 i 4/5 L 4/5 L STEPPED FOOTER AREA 8/6 1/5 L 1 /5 1 /5 DBL FRENCH 1 /5 DBL FRENCH 1 -4 J DOORS DOORS 6'X6'8" 6'X6'8" WINDOW SCHEDULE TYPE MASONRY ROUGH OPENING S H 1 A2 27 1 4" X 2 6" SH25 37 3/4" X 63" NOTES: 1. CONTRACTOR TO VERIFY ROUGH AND/OR MASONRY WINDOW OPENINGS WITH THE WINDOW MANUF, AND TO VERIFY THE BUCKING DIMENSIONS BEFORE ORDERING THE WINDOWS AND/OR SETTING THE REBARS AND BLOCK OPENINGS. 2. WINDOWS ARE FROM THE HYDE PARK COLLECTION. :PPED )TER AREA i BEFORE DIGGING CALL SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. o 42745 all �4 Fr�ttl�s9a�`� M. ALI SHASII-NAZEM, ' FLORIDA LICENSE NO. U) Z 0 w } m w Q 0 moo©00000 tn IV- b 00 O b �bb o ti M `ter "0 b �. v1 ti �O N � �U o�O o � � `tip w M U W O O DATE: 3-1-10 SCALE: 114 n=1 '-0 FIELD BK DRWN BY.• CET CHECKED alms SHEET NO. P.E. 5 2oF l5 AEC PROJECT NO. 0965E (NOT VAUD WTHOUT FOR SEAL OR STAMP) __ _ 'I I1-L I I 1 II _ _ II 1 1 1 1 1 1 1 II 1 I I I 111'-' '11 11 1 1 IJ._ It I I I I I 1 III 1 1 .MAM - -- -- ------------------------------------------------------- - - -------------------------------- -------------------------------------------------------------- ---------------------- -- --------- ------------------------ ------------------------ --- - ------------ --- ----------------- --- --- -- - - ---------------------------------------------------- ---------------------- -- --- - -- ----- -- ----------- ------ ---- ----- --------------------------------------------------------------------------------------------------------------------------------------------- �, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ® ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ STEM WALL FOOTER — 1'-4"X1'4", --------------------------------------------------------- ---------------------- - ---- - -- - - -- ----- ------ - ------------------------------------- --- -----------------------------------------------------------___------------------------------------------------------------- O W/3—#5 BARS CONT. w w 4 THICK CONCRETE SLAB ON STEM WALL FOOTER — 1'-4"X1'4", n O O COMPACTED, TREATED SOIL, W/3—#5 BARS CONT. O STEM WALL FOOTER — 1'-4"X1'4", O � 6 MILL VISQUEEN AND W/3—#5 BARS CONT. 6X6 W/1.,"XW1.4 WWF- _ ' ^ STEM WALL FOOTER — 1'-4"X1'4", TROWEL FINISH ° W/3—#5 BARS CONT. 6 1 2 " 1 '-7 1 2" 22'-1 1 1 2" o --- - -'----------- '--------- ---- --- '-- --- -,------- 1------------------- 1--------- N ---------- 1--------- --------------- N ---- ----- - *------- --- -------------- ---------- - 111- — — ----------------------------------------- ---------------------- - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 4 6 6 6 16 6 4 O o 0 •------------------------- -- -- - --- -- -- ------------------------------------------------------------- ----- ---------------------------------i.- ---------------- -- ---- ------ ----------- _ ------- ----- - ------------- - - ---- - --- - --------------------------- -- - -------------------------------------------- ----- -- ---- _ ,> ---- --- - -- - - - - - - ----------------------------------------------------------------------- ------------------------------ ---------------- --- ---------------------------------------------------- STEM WALL FOOTER — 1'-4"X1'-4", STEM WALL FOOTER — V-4"XV-4", STEM WALL FOOTER — 1'-4"X1'-4", STEM WALL FOOTER — 1'-4"X1'-4" 0 W/3—#5 BARS CONT. o� 3 P L REST ROM W/3—#5 BARS CONT. P\\� o� W/3—#5 BARS CONT. W/3—#5 BARS CONT. vtis WOMEN- O ro MEN o P o P O O ° l0 O s O ° OP T O O 0 KITCHEN O �o, O 9� l0 �l O 0 s o 0 STEM WALL FO TER — 1'-4"X1'-4', W/3—#5 BARS ONT. 0 0 0 STEM WALL FOOTER — 1'-4'X1'-4", W/3—#5 BARS CONT. o O O MAIN ROOM O O (3) ADDITIONAL BARS PLACED AS SHOWN, SEE O PLAN NOTES FOR TYP. 0 3 REINFORCING BARS SIZE El 2 3 0 4 f 4 O (�)lo 0A I \ BUILDING CORNER 0 SLAB TO BE POURED I ONE PHASE ° ADDITIONAL REINFORCING BAR, 0 ONE EACH SIDE OF OPENING THICK GROUT JAMB SOLID 4" CONCRETE SLAB ON TO LINTEL BEARING O O ELEVATION COMPACTED, TREATED SOIL: ° '41O 6 MILL VISQUEEN AND 0 6X6 W1.4XW1.4 WWF O I WALL OPENING TROWEL FINISH ° TYPICAL MASONRY DETAILS N TS MONO FOOTER — 1'-4"X1'-4", W/3—#5 BARS CONT. W/3—#50OTER BARS CONT.4"X1'-4", 0 a. 0 O O ° 1 4 MONO FOOTER _ 1'-4"Xi'-4", W/3—#5 BARS CONT. O O 0 0 O O 0 0 o O 0 O 0 0 0 0 O 0 O O ® O O 0 0 0 0 0 0 O O 0 0 _ — - N _ - _ qll 2' 91 1 2' N04 - " _ _ -11-9111 1 4 - - 1 11 m z 0 N w cr i= m Q 0 N C) st W) CO � ]CD Z 00 o 4-1 o� 4 two 44 N V s o W U j W 1 W� Oo cl w� - U I � � q I how qUN O rT; Ow I DATE. 3-1-10 #5 BARS IN FILLED > CELLS, 2' O.C.U.O.N. SCALE: 114 =1 —0 FIELD BK DR WN BYCET .• CHECKED mAs SHEET NO. BEFORE DIGGING CALL M. A%DAUCENSE ZEM, P.E. SUNSHINE STATE ONE —CALL OF FLA NO. 4 45 3 OF15 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 AEC PROJECT NO. REQUIRES MIN. OF 2 DAYS AND MAX. OF RFE 5 DAYS NOTICE BEFORE YOU EXCAVATE. DATE (NOT VALID WITHOUT FOR SEAL OR STAMP) 0965E I' III I CI 11 l I I I I _ -_ U I I I II I I I I I I p; I'grl nnIIII F p!Tlill;1191l1" 111"T I 14I 11 ni 1 11__ LL I SOIL AND FOUNDATION NOTES 1. A PERMANENT SIGN WHICH IDENTIFIES THE TERMITE TREATMENT PROVIDER AND NEED FOR RE -INSPECTION AND TREATMENT CONTRACT RENEWAL SHALL BE PROVIDED. THE SIGN SHALL BE POSTED NEAR THE WATER HEATER OR ELECTRIC PANEL. FBC 104.2.6 2. CONDENSATE AND ROOF DOWNSPOUTS SHALL DISCHARGE AT LEAST V-0" AWAY FROM SIDE WALLS. FBC 1503.4.4 3. IRRIGATION/SPRINKLER SYSTEMS INCLUDING ALL RISERS AND SPRAY HEADS SHALL NOT BE INSTALLED WITHIN 1'-O" OF THE BUILDING SIDE WALLS. FBC 1503.4.4 4. TO PROVIDE FOR INSPECTION FOR TERMITE INFESTATION, BETWEEN WALL COVERING AND FINAL EARTH GRADE SHALL NOT BE LESS THAN 6 INCHES. EXCEPTION: PAINT OR DECORATIVE FINISH LESS THAN 5/8" THICK ADHERED DIRECTLY TO THE FOUNDATION WALL. FBC 1816.1.1 5. INITIAL TREATMENT SHALL BE DONE AFTER EXCAVATION AND BACKFILL IS COMPLETE. FBC 1816.1.1 6. SOIL DISTURBED AFTER THE INITIAL TREATMENT SHALL BE RETREATED INCLUDING SPACES BOXED OR FORMED. FBC 1816.1.2 7. BOXED AREAS IN CONCRETE FLOORS FOR SUBSEQUENT INSTALLATION OF TRAPS, ETC., SHALL BE MADE WITH PERMANENT METAL OR PLASTIC FORMS. PERMANENT FORMS MUST BE OF A SIZE AND DEPTH THAT WILL ELIMINATE THE DISTURBANCE OF SOIL AFTER THE INITIAL TREATMENT. FBC 1816.1.3 8. MINIMUM 6 MIL VAPOR RETARDER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL DILUTION. IF RAINFALL OCCURS BEFORE VAPOR RETARDER PLACEMENT, RETREATMENT IS REQUIRED. FBC 1816.1.5 9. CONCRETE OVERPOUR AND MORTAR ALONG THE FOUNDATION PERIMETER MUST BE REMOVED BEFORE EXTERIOR SOIL TREATMENT. FBC 1816.1.5 10. SOIL TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE WITHIN V-0" OF THE STRUCTURE SIDEWALLS. FBC 1816.1.6 11. AN EXTERIOR VERTICAL CHEMICAL BARRIER MUST BE INSTALLED AFTER CONSTRUCTION IS COMPLETE INCLUDING LANDSCAPING AND IRRIGATION. ANY SOIL DISTURBED AFTER THE VERTICAL BARRIER, SHALL BE RETREATED. FBC 1816.1.6 12. ALL BUILDINGS ARE REQUIRED TO HAVE PRE -CONSTRUCTION TREATMENT. FBC 1816.1.7 13. A CERTIFICATE OF COMPLIANCE MUST BE ISSUED TO THE BUILDING DEPARTMENT BY A LICENSED PEST CONTROL COMPANY BEFORE A CERTIFICATE OF OCCUPANCY WILL BE ISSUED. THE CERTIFICATE OF COMPLIANCE SHALL STATE: " THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. THE TREATMENT IS IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." FBC 1816.1.7 14. AFTER ALL WORK IS COMPLETE, LOOSE WOOD AND FILL MUST MUST BE REMOVED FROM BELOW AND WITHIN V-0" OF THE BUILDING. THIS INCLUDES ALL GRADE STAKES, TUB TRAP BOXES, FORMS, SHORING OR OTHER CELLULOSE CONTAINING MATERIAL. FBC 2303.1.3 15. NO WOOD, VEGETATION, STUMPS, CARDBOARD, TRASH, ETC., SHALL BE BURIED WITHIN 15'-0" OF ANY BUILDING OR PROPOSED BUILDING. FBC 2303.1.4 16. SAW CUT JOINTS WITHIN 36 HOURS OF PLACING THE CONCRETE. 17. SPACE JOINTS AT 25 FEET ON CENTER MAX. 18. A FOUNDATION SURVEY SHALL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTOR'S USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. 19. ALL PLUMBING, ELECTRICAL AND MECHANICAL ROUGH -INS MUST BE COMPLETED, INSPECTED AND APPROVED BEFORE REQUESTING THE FRAMING INSPECTION. 2X DOUBLE TOP PLATE 00 EXISTING GRADE —� 0 PSI CONCRETE SLAB W SLAB W/ 6x6xwl.4xw1.4 wwF MOISTURE BARRIER & TERMITE iREATED, COMPACTED SOIL FLOOR DRAIN F.F.EL.144.10 1. 3" DROP IN FLOOR LEXISTING 1= __ GRADE I— 4" �DRAIN' — ��____= '—-11--II— III —I IIII—_ - 111� 1= =I El1= =I = = _ 1 LANAI LIGHTING, REFER TO THE ELECTRIC PLAN FOR LOCATIONS. LANAI 1 /2" STEP DOWN FOR HC PERSONS SLOPE 1"— 3 4" WATER LINE— — / _ 4'-3000 PSI CONCREfE- -_SLAB W/ 6X6xW1.4xW1.4 WWF I— 1 MOISTURE BA & RRIER �I Icl P IT I I I I=� =4" DRAIN_ I III —I I I SOIL I I —I I Fl I I- sAwITA► oRaN I I I —I I II I I —I — =1 —I 1 —=1 I —I III —I —I I —III I —I 11.2" STORM EXISTING GRADE � a =_ f NOTE: _ I LIXISTING GRADE CONTRACTOR TO USE REGULAR BLOCK BELOW GRADE AND SPLIT FACE BLOCK ABOVE GRADE. CORN BARS LI s" 0 3 IMP & CORNERS SPLICES 30" MIN. LISP EACH SIDE I I I I W/6-16d6d NAILS IN STUD I I Iv I AND W/6-16d NAILS IN THE HEADER, 1090, PG.71 99A" 99 B 99 99 c 99 99 D 99 79 E 99 NOTES: METAL EXTERIOR STORAGE 16d NAILS ® 1. CONTRACTOR TO FIELD VERIFY ALL DOOR 16d NAILS @ 16" O.C. EACH DOUBLE HEADER SWINGS BEFORE ORDERING THE DOORS. 16" O.C. EACH FACE W/1 /2" PLYWOOD FACE CENTER PER 2. DOOR TYPE "D" IS A FULL METAL SCHEDULE EXTERIOR DOOR. __r2X JACK STUDS PER SCHEDULE DOOR TYPES EACH SIDE 2X KING STUD-TYP. 16d NAILS 16" O.C. EACH FACE USP-TDX6 000 OpFNj y P.T. BOTTOM PLATE TYPICAL HEADER DETAIL FOR EXTERIOR WALLS, BEARING WALLS AND WINDOWS. EXCEPT WHERE SPECIFIED OTHERWISE ON PLANS HEADER SCHEDULE — ONE FLOOR ONLY OPENING SIZE HEADER SIZE # OF JACK STUDS UP TO 3'-6" 2 - 2"X6" W/1/2" 1 - EACH SIDE 3'-6" TO 4'-5" 2 - 2"X8" W/1 /2" 2 - EACH SIDE 4'-5" TO 5'-5" 2 - 2"X10" W/1/2" 2 - EACH SIDE 5'-5" TO 6'-3" 2 - 2"X12" W/1/2" 2 - EACH SIDE REFER TO FBC 2006 SUPPLEMENT FOR SPANS GREATER THAN ABOVE AND FOR 2 FLOORS. TABLE 2308.9.6, PAGE 23.42. 99J — A 99 99J — B 99 99i — C 99 JAMB TYPES ALL JAMBS ARE STEEL U.O.N. W/ MIN. 3" COVER. 3000 PSI CONCRETE FILL COMPACTION: SECT 10 N 2 COMPACT TO A MINIMUM OF 95% MAXIMUM DENSITY SCALE: 3/8•_,'—O• ^ `r IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. CEMENTOUS SEAL TOP & BOTTOM — 42" HIGH HAND RAIL COLOR AND STYLE PER OWNER. 42" HIGH HAND RAIL COLOR AND STYLE PER OWNER. 4'-3000 PSI CONCRETE Is SLAB W/ 6X6XWI.4XWI.4 WWF MOISTURE BARRIER & TERMITE TREATED, COMPACTED SOIL RAMP GRADES VARY :IN it Ii _ ia am t li I :I I: ■ EXISTING 0 CORNERS SPLICES � COVER. ,,, PSI CONCRErE 4"-3000 PSI CONCRETE SLAB W/ 6X6XW1.4XW1.4 WWF MOISNRE BARRIER & TERMITE TREATED, COMPACTED SOIL NOTE SLOPE DECK TO DECO DRAINS. POOL DECK 11= LLL—I 11-1 1 I =1 LEXISTING GRADE 3-0 BARS O 9- O.C., LAP & CORNERS SPLICES O 30" MIN. W/ MIN. 3" COVER. 3000 PSI CONCRETE NOTE: FIRE RETARDING PLYWOOD 4' EITHER SIDE OF SMOKE TRUSS. SMOKE TRUSS BLOCK WALL NTS BEFORE DIGGING CALL SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. 42745 tw rb�� M. ALI SHASTI-NAZEM, S., E. FLORIDA LICENSE 4 74 -3 _ = o DATE VAUD WITHOUT FOR SEAL OR U) z 0 w Elf 0}0 a 0 ZN M st 1A c0 h t0 00 b � 00 O 00 o) rt r O 4t: O tl oU oo 'o- ti cv 00 U W DATE: 3-1-10 SCALE: NOTED FIELD BK DRWN BY.• CET CHECKED alms SHFXT NO. 4 of 15 AEC PROJECT NO. 0965E a 30 YR. FIBERGLASS SHINGLES OVER 15# FELT, 1/2" CDX PLYWOOD SHEATHING & PRE-ENGINEERED ROOF TRUSSES ® 24" O.C. HURRICANE ANCHOR 0 EACH TRUSS METAL EAVES DRIP c6 2 X 6 FASCIA BOARD WRAPPED W/ALUMINUM CONTINUOUS VENTED — 4 T' I ALUMINUM SOR 30 YR. FIBERGLASS SHINGLES OVER 15# FELT, 1/2" CDX PLYWOOD SHEATHING & PRE-ENGINEERED ROOF 12 TRUSSES ® 24" O.C. 12 O 51 HURRICANE ANCHOR 5� w / ® EACH TRUSS INSULATION TOP OF WALL EL.9'-4" DRYWALL CEILING 1—#5 LINTEL BAR, LAP AND CORNER SPLICES ® 30" MIN. R-30 INSULATION mom TOP OF WALL EL9'-4" 1/2" DRYWALL CEILING i/2" DRYWALLCEILING R-1 1 INSULATION R-30 INSULATION mmmm TOP OF WALL EL9'-4" 1 /2" DRY"dv:ALL — CEILING -- _ , 1/2" DRYWALL CEILING R-1 1 INSULATION R-30 INSULATION METAL EAVES DRIP 2 X 6 FASCIA BOARD WRAPPED W/ALUMINUM CONTINUOUS VENTED _ ALUMINUM SOFR TOP OF WALL EL9'-4' `1/2' DRYWALL CEILING 1-#5 LINTEL BAR, LAP AND CORNER SPLICES ® 30" MIN. 1/2" PAINTED 1/2' GREEN DRYWALL - COLOR AND 1/2" PAINTED DRYWALAND INISH , M A I N 1/2" GREEM COLOR AND BOARD, FINISHSTYLE NERPER BATH } m uI o SPLIT FACE BLOCK, COLOR PER OWNER-*,\,mi OWNERPER COLOR STYLE PER 1 X2" PT FURRING ROOM OWNER STRIPS 4'X8'1 R-5 INSULATION SHEETS COLOR ANDBOARD,ISH /1/2" PAINTED STYLE PER i DRYWALL FINISH OWNER COLOR AND STYLE ERPER BATH _/1/2" PAINTED d DRYWALL, FINISH COLOR AND SPLIT FACE BLOCK, STYLE ERPER COLOR PER OWNER 0 1 X2" PT FURRING ROOM STRIPS 4-X8', R-5 INSULATION SHEETS O Z N ch v to m r° co Till r 11111 ROOM T Am #5 BARS ® 2' O.C.U.O.N. IN COMPLETELY FILLED CELLS. BASE TRIM TYPE AND STYLE PER OWNER FLOOR COVERING PER OWNER FINISHED FLOOR EL. 0.00 = FINISHED FLOOR ELEV.144.10 PER SITE PLAN ' a- "y e: 4"-3000 PSI CONCRETE SLAB W/ 6X6XW1.4XW1.4 WWF MOISTURE BARRIER & TERMITE TREATED, COMPACTED SOIL. 3-#5 BARS, LAP & CORNER SPLICES 0 25" MIN. WITH 3" MINIMUM COVER. SECTION SCALE: 1/2"=1'—O" 6 R-30 INSULATION TOP OF WALL EL9'-4" 1/2" DRYWALL CEILING S$ 1/2" DRYWALL CEILING R-11 INSULATION FILL COMPACTION: COMPACT TO A MINIMUM OF 95% MAXIMUM DENSITY IN ACCORDANCE WITH FDOT STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. 30 YR. FIBERGLASS SHINGLES OVER 15# FELT, 1/2" CDX PLYWOOD SHEATHING & PRE-ENGINEERED ROOF TRUSSES ® 24" O.C. HURRICANE ANCHOR EACH TRUSS METAL EAVES DRIP 2 X 6 FASCIA BOARD WRAPPED W/ALUMINUM CONTINUOUS VENTED _ ALUMINUM SOFIT 12 51, 2X PT BASE PLATE 2X4 STUD BASE TRIM TYPE AND STYLE PER OWNER FLOOR COVERING PER OWNER SECTION 2 SCALE: 1/2"=1'-0" 30 INSULATION TOP OF WALL EL9'-4" —5/8" TYPE "X" DRYWALL 1—#5 LINTEL BAR, LAP AND CORNER SPLICES ® 30" MIN. 1/4" WHITE VINYL WITH INTERLOCKING SEAMS 2X PT BASE PLATE 2X4 STUD BASE TRIM TYPE AND STYLE PER OWNER FLOOR COVERING PER OWNER S ECTI 0 N 3 SCALE: 1/2"=1'—O" 6 R-30 INSULATION TOP OF WALL EL.9'-4" 1 /2" DP,YIAL� 1 /2" DRYWALL CEILING CEILING ---� 11S�i 1 R-11 !NSULATION 1 /2" GREEN 5/8" TYPE. "X" BOARD, FINISH COLOR AND STYLE PER OWNER 1 /2" GREEN BOARD, FINISH COLOR AND SPLIT FACE BLOCK, STYLE PER COLOR PER OWNER OWNER /8" TYPE "X" DRYWALL, f=iNlSri � COLOR AND DRYWALL, FINISH STYLE PER COLOR COLOR AND OWNER STYLE PER KITCHEN \� OWNER KITCHEN it ! I I � 1 � Z PA.111rED FINISH COLOR AND STYLE PER OWNER BATH BATH 1 PT FURRING STRIPS ROOMROOM 4'X8', R-5 INSULATION SHEETS 2X4 STUD 2X4 STUD #5 BARS CAD 2' O.C.U.O.N. IN COMPLETELY FILLED CELLS. 2X PT BASE PLATE BASE TRIM TYPE AND STYLE PER OWNER FLOOR COVERING PER OWNER BASE TRIM 2X PT BASE PLATE TYPE AND STYLE PER OWNER FLOOR COVERING PER OWNER BASE TRIM TYPE AND STYLE PER OWNER F-F-FL-144.10 LANAI FLOOR TO SLOPE 1" F.F.EL.144.10 F.F.EL.144.10 SECTION 5 SCALE: 1/2"=l'—O" 6 SLAB W0 PSI CONCRETE SLAB / 6X6XW1.4XW1.4 WWF _W1 MOISTURE BARRIER & TERMITE iff TREATED, COMPACTED SOIL. REFER TO SHEET N0. 5 a . SECTION 6 SCALE: 1/2"=l'—O" 6 FLOOR COVERING PER OWNER #5 BARS 0 2' O.C.U.O.N. IN COMPLETELY FILLED CELLS. BASE TRIM TYPE AND STYLE PER OWNER FLOOR COVERING PER OWNER SPSI CONCRETE SLAB LAB W/ 6X6XW1.4XW1.4 WWF MOISTURE BARRIER & TERMITE TREATED, COMPACTED SOIL. REFER TO SHEET NO. 5 SECTION 4 SCALE: 1/2"=1'-0' Q6 STEPPED FOOTING DETAIL N" 1 � 00 O 00 'N' b Z o 'ono O t3 � � 4 o qj `ry � o U W S E C T 10 N 7 ALSO REVERSE SCALE: 1/2"=1'-0" DATE: 3-1-10 F 45 '°.. SCALE: NOTED FIELD BK DRWNBY.' CET a CHECKED mAs BEFORE DIGGING CALL SUNSHINE STATE ONE —CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. M. ALI SHASTI—NAZEM, M. FLORIDA LICENSE NO. 42� SHEET NO. `E. 5 OF 15 --.> -- 5�;— � v DATE VALID WITHOUT FOR SEAL OR STAMP) AEC PROJECT NO. I 0965B U) z 0 w to u.i Q 0 z b 00 O 2 O O O Q col M o� cn 3" tij cMi� Q U O O U U ATTIC VENTS ,I SOLAR PANELS 12 12 5 lid, 5 Li Lj LAI pO � Uw� �Lz� W SPLIT FACE BLOCK Q; �� q SPLIT FACE BLOCK rl SPLIT FACE BLOCK W LANAI !� W �pW P U N °� � LEFT SIDE TION44 W � � O T'1j f ram. 4 r DATE: 3-1-10 i'-cA 42745 ) A SCALE: 1/4=1 —0 Z. - CET FIELD BK DRWN BY.• 2 CHECKED mAs SHEET NO. BEFORE DIGGING CALL M. ALI SHASTI—NAZEM, M. ., E. SUNSHINE STATE ONE —CALL OF FLA F_ IDA LICENSE NO 4 6 OF 15 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 AEC PROJECT NO. REQUIRES MIN. OF 2 DAYS AND MAX. OF SIGNATURE 5 DAYS NOTICE BEFORE YOU EXCAVATE. DATE0965E (NOT VAUD WITHOUT FOR SEAL OR STAMP) -- - Z O w TOP OD RIDGE 22'-4" i 1 ATTIC VENTS i 1 !_� __L _L j I j i' l j i i I I 1 i Li I ;1 L.m_ 1 1 m I 0 j IILLLLM 1 I I I Z N I Cl'7 In 0f, CD I I II I i I I' I II LL �J �_1.1J LJ� TOP OF WALL 9'-4" In L 1J b 00 ® TOP OF WINDOWS AND DOORS EL 6 -800 —74 ►� � O o o ,," SPLIT FACE BLOCK h � y � o � -A ;ti �2 ,� bo Q � � en� Z PANG P iC BAR SPLIT FACE BLOCK SPLIT FACE BLOCK 0 0, O oMp F.F.ELO-0=144.10 ? p .� t� s 4) REA R ELE VA TION U V ATTIC VENTS SOLAR PANELS 12 12 5 5 JLLLn I _u_Lm JLL-Ul ILL tLl i' Ell ' I j I�i' I' i i �' 1 ''� II Imo l .L l I'I jil IIIi `j 4t_ _i_i__L_L_.1_ Tpi I-u I I I 1 i jar I l q� LlSPLIT FACE BLOCK SPLIT FACE BLOCK N w hw LANAI o[� q� �w cAd RIGHT SIDE ELE VA TION w Ow N0 42 DATE. 3-1-10 `L SCALE: ' FIELD BK DR WN BY.• CET • . alms �� CHECKED s � U7 Ytl�Ei 1i'L SHEET NO. BEFORE DIGGING CALL M. ALI SHASTI-NAZEM, S. P.E. SUNSHINE STATE ONE —CALL OF FLA FLORIDA LICENSE NO. 45 7oF 15 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 AEC PROJECT NO. REQUIRES MIN. OF 2 DAYS AND MAX. OF _ 5 DAYS NOTICE BEFORE YOU EXCAVATE. DATE 0965E (NOT VAUD WITHOUT FOR SEAL OR STAMP) 1 ,,. I' 1, II' 1 1 It I ILILL _ . I I I iIIIIIIIIIIRIi I /N W#_1 � d �I a _I O 1 r n 1 n n a s � 777 R 1 1 t 1 ® s 1 1 81`12 8F8 i i i i 8F8 9 a I I I 81`16 1 1 1 1 l e 1 e t I I 1 1 1 1 1 e n R 1 1 I 1 1 1 1 I I I 1It e a 1 1 1 A 00 "lZ -------1 1 t I I ! A e U3A i(n ! a (n 1 e (n I I I 1 1 1 i i i I it pf W , A W Oi e Q I I I I I C 1 e cc L 1 A G W A a V? 1 I 1 I I I 1 1 A1 e Is 1 1 1 1 1 1 I I 1 I I 1 i ° 1 I+ 1 I 1 1 t I 1 Iz I I I I s e ! 1 I 1 ----- ------ --------- --------- -------- -------- --------- ----� ------- --- --- ------- 1 I I I --r---------r-----_--�-------_-�_------- --------- --------- 1 1 {--__----_ 1 e —__®--__— —_ -----_ _--- ----- 1 PR� ENGINEERED I I a a e PIE ENGINEERED TRUSSES At 2' 0.�. e TR SSES 1T 2' 0.�. � °I 1 o a 1 e+ I I I I / e 00 LL_ 00 BOX VENTS i I 1 1 8' ONG I 1 ° I I ------- ------ ---------- --- --------- ------- ----- ------ 4 R -------------- UIRED -------- I I I ------------------i-------- i---------i--------- -------- _--- ------- _ {--_-----_ A 1 ---_---___� - --__---_�s---______ do I f 1 I I I I e® I 1 I I I I I 1 1 1 ! a 1 1 1 1 i i I I I oc I I e g i i t 1 1 I cn I I I I e s 1 1 1 I I 1 1 e+ I I I 1 D I I I I (n ; ; {noc 1 I 1 1 p I I I I e e 1 I 1 I p I -_�---- --------- --------- ------ ----_--- ------- ------ ------ -- --- _____ _ I 1 1 1 1 01 10 ! ! 1 a 1 ! PRE ENGINEERED BOX! i i In e i � ! —+PRE EI1 �GINEERID BOX" [1 M TRUSSED AT 21 O.C. ITRUSSEIS AT 21 O.C.oc � 00 i f I I I 1 1 1 1 1 I 1 I I I I i e 1 1 1 I I 1 1 I s A f I 1 1 1 I 1 1 1 I ®® 1 1 1 I 00 L� i i i i II I I I i 00 1 I 1 1 1 1 1 A 1 I I I 1 1 1 1 I i I i I 1 1 I 1 1 I 1 I 1 e e 1 1 I I 1 1 1 1 1 1 1 1 1 PkE ENGINEERED i PNE ENGAEERED TRi SSES AT 2' Oic. TASSES AlT 2' 0.L. 1 1 I 1 1 I I ------- ------- --------- ------- -------- _---___ -------- ---- -------- --------- --------�---------i--------o---------� 1 1 1 1 1 e a 1 I I I ! e 1 l e I 1 I 1 / lI 1 W V) w I QU I I QU 1 Q 1 1 e e 1 s 1 1 < I 1 1 I 1 1 I 1 1 1 e 1� c I °� I I I I I ------ ------- ------- -------- ------.-- ------- -- ______ __ ---- ------__;_------;---------;---------;-------- ------- _---_ __--_--- _-------}--f-------- - - ---_-----��_----�___---- OD 00 I I I I I I I I I I I I I 99 I I I I I I I I I I I I I I I I i 1 1 I I I I 8F8 81F12 i i i i I i i I 8F12 8178 81F8 4 1 3 1 3 4 TRUSS PLAN NOTE: ALL HEADERS TO BE PRE ENGINEERED CONCRETE TYPE. CONNECTORS — USP (54TH. ADMON CAT.) 0 HTA24 W/10-10dX1 1/2" NAILS IN TRUSS, CONCRETE TO WOOD TRTUSS. FOR MAIN TRUSSES. ® TA24R W/8-10dX1 1/2" NAILS, CONCRETE TO WOOD TRUSS. FOR END JACKS. 0 HUGT3 W/2-3/4" THREDED RODS AND W/8-10d NAILS. FOR GIRDER TRUSS HOLD DOWNS. O LUGT2 W/16-10d NAILS IN JACK AND W/5-1/4"X3" WEDGE BOLTS. FOR CORNER JACK TO CONCRETE. 50 JUS26 W/4-10d NAILS IN GIRDER TRUSS AND W/4-10d NAILS IN JACK. FOR JACKS TO GIRDER TRUSS. 2X4 CONTINUOUS STRONGBACK W/2-16d DOUBLE HEADED NAILED AT EACH TRUSS BOTTOM CHORD; SPLICE ACROSS TWO TRUSSES SPACED AT 8' ON CENTER, OFF CENTER LINE OF ROOF. USE BOX TRUSSES FOR A/C AREAS UPLIFT CAP, LBS PAGE 1615 160 1205 160 a- 9860 166 U = 1850 164-165 ;'s ui I w.,. I a ;' 1115 94 Lo z� EE121 BF1 6 LINTEL SCHEDULE NTS 7-5/8" ACTUAL 8" NORMAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) BEFORE DIGGING CALL SUNSHINE STATE ONE —CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. M. ALI SHASTI—NAZEM, M.S. P FLORIDA LICENSE NO. 4274 co Z 0 W Ir m H Ammmanamm <i' b 00 00 M o � � tYj � •D s. h z o R W 'v � 0 � U W N O O DATE: 3-1-10 SCALE: 114'"=1 '-0" FIELD BK DRWN BY.• CET CHECKED mAs SHEET NO. 8 of l5 IEC PROJECT NO. 0965E VAUD WITHOUT FOR SEAL OR STAMP) N r \s/ P2-5 JUNCTION BOX #1 P2-7 JUNCTION BOX #2 P2-9 P2-11 P2-4 P2-6 P2-8 P2-10 P2-12 � FOR UPPER COURTS []' FOR LOWER COURTS C� JUNCTION BOX #3 C� JUNCTION BOX #4 C� JUNCTION BOX #5 JUNCTION BOX #6 Cam' JUNCTION BOX #7 C� JUNCTION BOX #8 � JUNCTION BOX #9 AND BENCH AREAS. AND BENCH AREAS. FOR SPA AREA FOR POOL LIGHTS FOR POOL POLE LIGHTS FOR LANAI LIGHTS FOR GAZBO LIGHTS FOR PARKING AREA LIGHTS FOR PUMP HOUSE EQUIPMENT W/MD P-16 C W/MD DBL FRENCH DOORS 6'X6'8" =W0192 Cup P-25,27 MU51 I HURUUVHLY REVIEW AND APPRUVE I HE Cu#4#4 ELECTRICAL COMPONENTS, LOCATIONS, CALCULATIONS, P-37,39 SIZES, NOTES, ETC. AS PRESENTED ON THIS SHEET TO ASSURE COMPLIANCE WITH THE LATEST LOCAL AND NATIONAL CODES REQUIREMENTS PRIOR TO CONSTRUCTION COMMENCEMENT. 2. THIS EFFORT MUST BE COORDINATED WITH OTHER TRADES AND DISCIPLINES TO AVOID ANY CONFLICTS. DBL FRENCH DOORS 6'X6'8" P-33,35 CU#3 rAT NAI LIGHTS 12' O.C. P-18 m W/MD n P-18 P-18 KITCHEN ITEMS: 1. RESTAURANT RANGE 60" VULCAN #EV60-SS6FP24G208 ELECTRIC 2. BASKET FRYER: ULTRAFRYER SYSTEMS, INC. MODEL F-E117-14 3. EXHAUST HOOD CUSTOM FABRICATED 4. PIZZA PREP TABLT DEERFIELD #1866OPTBM 5. BUFFET, HOT FOOD ELECTRIC VOLLRATH CO. LLC #38004 6. DISHWASHER DOOR/HOOD HOBART #AM15+BUILDUP 7. BOOSTER HEATER HATCO CO. #C-6-208-1-QS 8. REFRIG-REACH IN DELFIELD #6051 XL-S 9. FREEZER -REACH IN DELFIELD #6151XL-S 10. ICE MAKER CUBE TYPE MANITOWOC #SY-0504A 11. HEATED CABINET VULCAN #VHFA18 12. ADVANCE TABCO 3 BAY SINK #FC-1824-24RLX 13, STAINLESS TABLE #UT3060B 14. STAINLESS TABLE #UT3030B 15. STAINLESS TABLE 5'WX 101 16. SHELVES METRO #1848NK3 17. SHELVES METRO #1860NK3 18. HAND WASH SINK TABCO 7-PS-60 2 REQUIRED 19. BRK SMOKE/CO DETECTOR SC05B 20. EMERGENCY LIGHTS BY THE EXIT STORE, EL-1 21. EXIT LIGHTS BY THE EXIT DOORS, RED LED LIGHTS 22. TABCO WALL SHELVE #WS-12-36 uj o ELECTRIC LEGEND: c� DEDICATED LINE v w PHONE CONNECTION 1111110 0 w TELEVISION CONNECTION E9 W/HIGH WALL RECEPTACLE SMOKE/CARBON MONIXIDE 0 SD DETECTOR CATS E CONNECTION GENERATOR SWITCH CAN LIGHTS, STYLE PANEL PER OWNER FLOOR RECEIPTS (FR) fu CEILING RECEIPTS (CR) MIKE JACK (MJ) 0 COACH LIGHT DOOR BELL 0 DID 3 WAY SWITCH 3 DIMMER SWITCH D GFI RECEPTACLE bGFI JUNCTION BOX Eli 1' X 4'-2 BULB FLUORESCENT METALUX ARL 2 28T5 TBW SURFACE MOUNTED EMERGENCY DOUBLE LIGHT CEC) WITH BATTERY BACK UP EMERGENCY SINGLE LIGHT C�E] WITH BATTERY BACK UP EMERGENCY EXIT LIGHTS WITH BATTERY BACK UP BATHROOM/KITCHEN FAN SPOT LIGHTS WITH MOTION DETECTOR tzWjMD 1. COORDINATE THE EXACT LOCATIONS, MOUNTING HEIGHTS AND FINISHES OF ALL LIGHT FIXTURES WITH THE ARCHITECTURAL DRAWINGS AND THE OTHER TRADES. 2. FLUORESCENT LUMINAIRES USING 25, 30, 32, 34 OR WATT RAPID START LAMPS ARE TO BE SUPPLIED WITH ELECTRONIC BALLASTS; ACCEPTABLE MANUFACTURERS ARE: ADVANCE GENERAL ELECTRIC UNIVERSAL 3. PROVIDE HIGH POWER FACTOR BALLASTS FOR ALL FIXTURES U.O.N. 4. ALL EMERGENCY LIGHTING FIXTURES SHALL BE CONNECTED TO THE UNSWITCHED CIRCUIT OF THE LIGHTING/AREA CIRCUIT. BEFORE DIGGING CALL SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. ELECTRICAL CONTRACTOR FLORIDA LICENSE NUMBER SIGNATURE DATE (NOT VALID WITHOUT SEAL OR STAMP) rn z 0 w w cj Z I N c7 �7 InID I h -M I DATE. 3-1-10 SCALE: lvTs FIELD BK DRWNBY.• CET CHECKED mAs SHEET NO. 9oF15 AEC PROJECT NO. 0985E i �a -11 1 1 I 1 !I I I I I I I I I I I I I f I I 1 11 1 1 -T 1 _pl'IR71! HM111 V*1111111 911N, `I- " L IL 1 1! I I I I 1 F II 1 1 ITEM #6 ITEM #5 ITEM #10 ITEM #7 ITEM #4 MAN PANEL 400 AMP MAIN 120/204/1 PH. W/412,000 A.I.C, LOAD� LOAD ROOM NAME LOCATION ROOM NAME LOCA T 10N CIR AMPS POLE WIRE KVA CIR AMPS POLE WIRE KVA 1 20 1 STORAGE/LIBRARY LIGHTS & RECEPTS #12 W/GRD 1620 2 20 1 LIBRARY RECEPTS #12 W GRD 1620 3 20 1 CRAFT ROOM RECEPTS #12 W/GRD 1620 4 20 1 CRAFT ROOM LIGHTS & RECEPTS #12 W/GRD 1620 5 20 1 MEN/POOL BATH LIGHTS & RECEPTS #12 W/GRD 1440 6 20 1 WOMANS BATH LIGHTS & RECEPTS #12 W/GRD 900 7 20 1 LIBRARY COMPUTERS 112 W/GRD 1400 8 30 1 WATER HEATER JUNCTION BOX #8 W/GRD 4500 9 20 1 CRAFT ROOM COMPUTERS #12 W/GRD 1400 10 20 1 MAIN ROOM LIGHTS & RECEPTS #12 W/GRD 1620 11 20 1 ATTIC LIGHTS & RECEPTS #12 W/GRD 1440 12 20 1 MAIN ROOM LIGHTS #12 W/GRD 1620 13 20 1 MAIN ROOM LIGHTS #12 W/GRD 900 14 20 1 MAIN ROOM LIGHTS #12 W/GRD 1620 15 20 1 MAIN ROOM LIGHTS #12 W/GRD 1620 16 20 1 LANAI/FLOOD LIGHTS #12 W/GRD 1440 17 20 1 MAIN ROOM LIGHTS #12 W/GRD 1080 18 20 1 LANAI/FLOOD LIGHTS #12 W/GRD 1260 19 20 1 EMERGENCY LIGHTS #12 W/GRD 1620 20 20 1 HOA OFFICE LIGHTS & RECEPTS #12 W/GRD 1620 21 20 1 EMERGENCY LIGHTS #12 W/GRD 1400 22 20 1 HOA OFFICE COMPUTERS #12 W/GRD 700 23 20 1 EMERGENCY LIGHTS #12 W/GRD 900 24 35 2 ATTIC SPACE AH #1 #8 W/GRD 5000 25 35 2 FRONT OF BUILDING CU #1 #8 W/GRD 5000 26 27 28 35 2 ATTIC SPACE AH #2 #8 W/GRD 5000 29 35 2 LANAI AREA CU #2 #8 W/GRD 5000 30 31 32 35 2 ATTIC SPACE AH #3 #8 W/GRD 5000 33 35 2 LANAI AREA CU #3 #8 W/GRD 5000 34 35 36 35 2 ATTIC SPACE AH #4 #8 W/GRD 5000 37 35 2 FRONT OF BUILDING CU #4 #8 W/GRD 5000 38 39 40 SPARE 41 SPARE 42 SPARE TCL = 71,740 ,7 0 - 300 AMPS-1 PH. PANEL 2" 250 AMP MAIN 120/204/1 PH. W/42,000 A.I.C. CIR AMPS POLE ROOM NAME LOCATION WIRE LOAD CIR AMPS POLE NAME LOCATION WIRE LOAD KVA 1 20 1 STORAGE/LIBRARY LIGHTS & RECEPTS #12 W/GRD 1620 2 20 1 KITCHEN LIGHTS & RECEPTS #12 W/GRD 1440 3 20 1 STORAGE ROOMS LIGHTS & RECEPTS #12 W/GRD 1440 4 20 1 JUNCTION BOX #5 LIGHTS #12 W/GRD 1620 5 20 1 JUNCTION BOX #1 LIGHTS #12 W/GRD 1620 6 20 1 JUNCTION BOX #6 LIGHTS #12 W/GRD 1620 7 20 1 JUNCTION BOX #2 LIGHTS #12 W/GRD 1620 8 30 1 JUNCTION BOX #7 LIGHTS #8 W/GRD 1620 9 20 1 JUNCTION BOX #3 LIGHTS #12 W/GRD 1620 10 20 1 JUNCTION BOX #8 LIGHTS #12 W/GRD i 620 11 20 1 JUNCTION BOX #4 LIGHTS #12 W/GRD 1620 12 20 1 JUNCTION BOX #9 LIGHTS #12 W/GRD 1620 13 50 2 KITCHEN SANITIZER #8 W/GRD 3000 14 20 1 KITCHEN 6 BURNER W/2 OVENS #12 W/GRD 1620 15 16 20 1 KITCHEN 2 BASKET FRIER #12 W/GRD 1620 17 15 1 KITCHEN 4 BAY STEAM TABLE #12 W/GRD 1440 18 15 1 KITCHEN EXISTING FREEZER #12 W/GRD 1200 19 SPARE 20 15 1 KITCHEN 2 DOOR REFER #12 W/GRD 1200 21 20 1 KITCHEN ICE MAKER #12 W/GRD 1200 22 15 1 KITCHEN 2 DOOR REFER #12 W/GRD 1200 23 40 2 KITCHEN BOOSTER HEATER #8 W/GRD 3000 24 20 1 KITCHEN 6 BURNER W/2 OVENS #12 W/GRD 1620 25 26 20 1 KITCHEN MOBILE HEATED CABINET #12 W/GRD 2000 27 15 1 KITCHEN PIZZA PREP TABLE #12 W/GRD 1440 28 SPARE 29 SPARE 30 SPARE TCL - 39,620 240 = 165 AMPS-1 PH. ITEM #1-L ITEM #2 ITEM #9 ITEM #8 ITEM #8 ITEM #1-R ITEM #11 METER CAN BY ELECTRIC UTILITY CO. M LIGHTING ARRESTOR UNDERGROUND SERVICE FROM ELECTRIC UTILITY CO. 2-4/0 THHN CU 1-#2 NU. GRD. 1-#2 EQUIP. GROUND 2 1 /2" CONDUIT. PANEL 1 MCB 400 AMP 120/240V 1 PH 4 WIRE TYPE MLO 42 CIRCUIT NEMAN #2 AWG, CU., GROUND IN 3/4" CONDUIT TO TWO 5/8" DIA. 6 FOOT LONG DRIVEN RODS AT LEAST 10' APART AND METALLIC COLD WATER PIPE. 1 o'-o" MIN. TO SERVICES PANEL 1 MCB 250 AMP 120/240V 1 PH 4 WIRE TYPE MILO 24 CIRCUIT NEMAN CONNECT TO CW PIPE @ BUILDING 5/8" GROUND RODS ELECTRICAL RISER DIAGRAM N.T.S. BEFORE DIGGING CALL SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. AUX. GEN. SWITCH BOX TO AUX. GENERATOR ELECTRICAL CONTRACTOR FLORIDA LICENSE NUMBER SIGNATURE DATE (NOT VAUD WITHOUT SEAL OR STAMP) V) Z O w r m w a 0 ZN M I <O I- CD DATE: 3-1-10 SCALE: 1 "z0' FIELD BK DRWNBY.• CET CHECKED alias SKEET NO. .1 o of .15 AEC PROJECT NO. I 01965B I-.__ _._._-1 --_ 2"VTR P5 C.O. IN SLAB 4"PVC 1'-4 1/2" 2"VTR P5 IP3 P3 2" PVC ,Q P2 O�P�� P2 MEN 4" FLOOR DRAIN P4 VANITY WALL A�. Tb S� J WALL C.O. 4"PVC 4 2"VTR 4 11_C4,1"01",u SLOPE, I fir,, JDRAIN *OOL , 6 � •. •� ■ • �' SINKS 1. SINKS SHALL BE MOUNTED WITH THE COUNTER OR RIM NO HIGHER THAN 34 INCHES FROM THE FLOOR. EACH SINK SHALL BE A MAXIMUM OF 6 1/2 INCHES DEEP. (SINKS IN KITCHENS OF ACCESSIBLE DWELLING UNITS SHALL COMPLY WITH LAVATORIES, SINKS, AND MIRRORS SECTION OF THIS MANUAL. 2. CLEAR FLOOR SPACE - RESTROOMS SHALL HAVE AN UNOBSTRUCTED SPACE OF AT LEAST 60 INCHES IN DIAMETER OR 52 INCHES BY 72 INCHES FINISHED INSIDE DIMENSION ADJACENT TO THE LAVATORY AREA. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19 INCHES UNDERNEATH THE LAVATORY OR SINK (SEE FIGURE 56). :E HANDICAP SINK DETAIL - FIG.31 MARK -- ITEM -------- CW ---- HW ---- W ------- DESCRIPTION P1HC WATER CLOSET, 1/2 -- 3 AMERICAN STANDARD: NEW CADET 2168.128, 18" HIGH, VITREOUS TANK TOP, CHINA 2 PIECE, ELONGATED -FRONT, 12" ROUGH IN, CHROME HANDICAP LEVER, STOP VALVE AND FLEX TUBE, SEAL RING, SEAT: OLSONITE #95 ELONGATED OPEN FRONT, COLOR IS WHITE, 1.5 GAL FLUSH P2 LAVATORY, 1/2 1/2 1-1/2 AMERICAN STANDARD: AQUALYN 0476.028, VITREOUS COUNTER TOP CHINA, SELF -RIMMING, FRONT OVER FLOW, 20xl7 OVAL, FAUCET:CHICAGO # 844-699, SELF CLOSING, ADJ TIME CYCLE, PUSH HANDLE, MIX TEE, INLET CHECK. 1-1/2" CHROME GRID DRAIN. COLOR WHITE P2HC LAVATORY, 1/2 1/2 1-1/2 AMERICAN STANDARD: AQUALYN 0476.028, VITREOUS COUNTER TOP, CHINA, SELF -RIMMING, FRONT OVER FLOW, 20xl7 OVAL, HANDICAP FAUCET: CHICAGO # 807-669 SELF CLOSING, ADJ TIME CYCLE, PUSH HANDLE, SPRAY OUTLET, POLISHED CHROME. DRAIN: 2411.015. PERFORATED CAST GRID STRAINER, OFFSET 1-1/4" TAILPIECE. COLOR IS WHITE. P3 URINAL, 3/4 -- 2 AMERICAN STANDARD: WASHBROOK 6501.010, VITREOUS CHINA, WALL HUNG WALL HUNG, 3/4" TOP SPUD, WALL HANGER, OUTLET THREADED 2" FEMALE, WASH OUT TYPE. SLOAN ROYAL 186 EXPOSED FLUSH VALVE. COLOR IS WHITE. P4 FLOOR DRAIN -- -- 4" ANCON: FD-200-1-5-6-7-27, BRONZE BODY, 5" SATIN NICKEL BRONZE GRATE, SED. BUCKET, VANDAL PROOF, PUSH ON-NOHUB, 1/2" NPT T.P. CONN. WITH PLUG. ADJ. COLLAR, WEEP HOLES. P5 HOSE BIBB, 1/2 -- -- CHICAGO FAUCET: 5T, ROUGH BRASS, SHORT PATTERN, MPT EXTERIOR INLET, TEE HANDLE, 3/4" HOSE THD, #E27 SPOUT OUTLET VACUUM BREAKER. P6 WATER FOUNTAIN 1/2 -- 1 1/2/2" ELKAY BARRIER FREE EASY ACCESS WATER COOLER MODEL NO. EBFS-4, COLOR GRAY BEIGE WITH GPH CAPACITY 4.0, FULL LOAD AMPS 2.6, RATED WATTS 200, COMPR. H.P. 1/10, FLUSH TO WALL MOUNTING, WHEEL CHAIR ACCESS. P7 FAUCETS 1/2 1/2 2" AMERICAN STANDARD FAUCETS, COLOR OFF WHITE MODEL NO. 8281.0000 WITH HERITAGE WRIST BLADE HANDLES, BOTH IN CHROME (002). P8 SHOWER 1/2 1/2 2" 4'X4' BASE P9 KITCHEN SINK 1/2 1/2 2" 3 BAY W/ AIR BREAK 3 BAY P10 ICE DRAINS __ __ 2" LOCATION PER MANUF. W/ AIR BREAK P11 GREASE TRAP -- -- 2"/2" ACE MART-MIG7-50 GPM W.Vd IM�10 VAN ITY WALL Iiwl • CENTER LINE WALL 4"PVC I P1HC U O WOMEN S 3,, P1 HC 2"VTR 4" FL00 DRAIN P4 M c 40 0 P1 HC WALL C.O. P2HC [Mid "'�CENTER LINE WAIL DRINKING FOUNTAINS 20'-4 1/2" MAIN ROOM GRAB BARS A GRAB BAR SHALL BE PROVIDED, LOCATED 33 INCHES FROM AND PARALLEL TO THE FINISHED FLOOR, MEASURED VERTICALLY TO THE TOP OF THE RAIL WITH A VARIATION OF NOT MORE THAN 1/2 INCH, AND: 1. SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/2 INCHES. 2. SHALL PROVIDE 1 1/2 INCHES OF CLEARANCE BETWEEN THE RAIL AND THE WALL. 3. SHALL BE SO DESIGNED AND SUPPORTED AS TO WITHSTAND A LOAD OF NOT LESS THAN 250 POUNDS APPLIED AT ANY POINT, DOWNWARD OR HORIZONTALLY. 4. SHALL BE CONTINUOUSLY GRASPABLE ALONG THE ENTIRE LENGTH. SPECIAL NOTE: GRAB BARS MEETING THE APPLICABLE ANSI STANDARDS ARE DEEMED TO BE IN COMPLIANCE WITH THE INTENT OF THE LAW WHETHER CENTER SUPPORTS EXIST OR NOT. 5. SHALL BE AT LEAST 24 INCHES LONG AND SHALL BE CENTERED AT THE LEADING EDGE OF THE WATER CLOSET. GRAB BARS SHALL COMPLY WITH FIGURE 52 AND WITH GRAB BARS, AND TUB AND SHOWER SEATS SEC11ON OF THIS MANUAL. CA" iAIAl 4"PVC NOTES: 1. FLORIDA LICENSED PLUMBING CONTRACTOR MUST THOROUGHLY REVIEW AND APPROVE THE PLUMBING COMPONENTS, SIZES, CALCULATIONS, NOTES, ETC. AS PRESENTED ON THIS SHEET TO ASSURE COMPLIANCE WITH THE LATEST LOCAL AND NATIONAL CODES REQUIREMENTS PRIOR TO CONSTRUCTION COMMENCEMENT. 2. THIS EFFORT MUST BE COORDINATED WITH OTHER TRADES AND DISCIPLINES TO AVOID ANY CONFLICTS. )ILET PAPER SIDE WALL BACK WALL HANDICAP TOILET DETAIL - FIG.29 PUBLIC RESTROOM TOILET ACCESSORIES ROOM NAME/AREA STYLE MATERIAL COLOR MEN'S PUBLIC RESTROOM VANITY SINK W/ 4" BACKSPLASH & SIDES AND 8" APRON W/ INTEGRAL SINK CULTURED MARBLE VANITY MIRROR FULL WIDTH MOUNTED ABOVE BACKSPLASH REFLECTIVE GLASS W/ WD, PLASTIC OR MTL FRAME PAPER TOWEL DISPENSER WALL MOUNTED METAL CHROME SOAP DISPENSER SINK TOP MOUNTED METAL CHROME WASTE DISPENSER WALL MOUNTED METAL CHROME WOMEN'S PUBLIC RESTROOM VANITY SINK W/ 4" BACKSPLASH & SIDES AND 8" APRON W/ INTEGRAL SINK OR UNDER MOUNT CHINA SINK CULTURED MARBLE _ - �- VANITY MIRROR FULL WIDTH MOUNTED ABOVE BACKSPLASH I WALL MOUNTED REF �n Till- Ll 1J i i - GLASS W/ WD, PLASTIC OR MTL FRAME METAL CHROME PAPER TOWEL DISPENSER SOAP DISPENSER SINK TOP MOUNTED METAL CHROME WASTE DISPENSER WALL MOUNTED METAL CHROME SANITARY DISPENSER WALL MOUNTED _ METAL CHROME PLUMBING BINGFIXTURES ROOM NAME/AREA STYLE MATERIAL COLOR PLUMBING FIXTURES WATER CLOSET TANK TYPE W/ ELONGATED BOWL SEAT & LID, OPEN FRONT SEAT W/ LID PORCELAIN WHITE PLASTIC WHITE SINK FAUCET SINGLE LEVER HANDLE COMMERCIAL GRADE W/ WASHERLESS VALVES METAL CHROME BATHROOM EXHAUST FAN SWITCH W/LIGHT NA NA 4"PVC 4"PVC C.O. 2"VTR p� 1 WISH BOOSTER LECTRIC HEATER 30 lb. GREESE m TRAP00 00 0 Ld 0 0 Lii 0 -i �0 �O cr +N p co O Z N M iA c0 1� eo Q4v m ,�, Ai�z00 J 9y t\i� to m 2 BASKET a o rr O"WY%F36"D (� 20 M w B n 4" FLOOR DRAIN m = P4 'mz W r r� 0 r- O 18 PANVTR 2" m 2' a' HOLDING KITCHEN CABINET 2" P N o�F 0 00 = �� WNW �� "mx ;u om O 1 1/2" m m ^�^i c.+m;0 o'er � 2 STORAGE w raw MW ROOM •m O o m <Tl � P10 fN U O� P5 NOTE: REFER TO THE SITE PLAN WALL C.O. PLUMBING CONTACTOR FOR HOSE BIBBS IN THE TO VERIFY DRAIN LOCATIONS FRONT OF THE BUILDING. OO WITH THE MANUF. PLUMBING NOTES: 1. WATER PIPING SHALL BE SCHEDULE 40 PVC. 2. ALL HOT WATER PIPING TO BE INSULATED. 3. PROVIDE SHUT-OFF VALVES IN SUPPLIES TO ALL FIXT ES. 4. PROVIDE TEMPERATURE & PRESSURE RELIEF VA ON WATER HEATER. 5. ALL PLUMBING FIXTURES, WATER HEATERS RELATED SYSTEMS SUPPLIED BY OWNER. y 6. ALL WORK SHALL CONFORM TO THE EDITION OF THE FLORIDA PLUMBING O Q O l ---EBrSUPPLEMENTS & ALL LOCAL CODES & REGULATIONS. 7. VERIFY ALL A/C CONDENSATE LINES REQUIRED AND INSTALL SAID LINES IN A Q SLOPING MANNER. 8. WASTE WATER LINES SHALL BE SCHEDULE 40 PVC. (U.O.N.) 0 Uwe � 9. VERIFY ALL SEWER & WATER CONNECTIONS PRIOR TO STARTING ANY WORK. 10. HOT WATER HEATERS SHALL BE INSTALLED WITH A GALVANIZED DRAIN PAN AND SHALL HAVE A BLEED OFF 1/2" MIN. PVC LINE TO RUN 0 ~ TO THE EXTERIOR OF THE BUILDING IN A SLOPING MANNER. , Pq 11. THERMAL EXPANSION SHALL BE PROVIDEDY INSTALLING B CAPPED AIR CHAMBERS o �, AT ALL HOT & COLD WATER SUPPLY LINES TO EACH PLUMBING FIXTURE. how � 12. A PRESSURE RELIEF VALVE SHALL BE PROVIDED ON THE HOT WATER HEATER U N STORAll m FLORIDA PLUMBING CODE W14-240L& SUPPLEMENTS, AND ALL LOCAL CODES AND A W REGULATIONS. % w 13. PROVIDE INDIVIDUAL WATER STOPS AHEAD OF ALL WATER CLOSETS, V LAVATORIES, AND SINK INSTALLATIONS. 14. RUN ALL PIPING CONCEALED IN WALLS, FLOORS, ABOVE CEILINGS OR BELOW GRADE. 15. VERIFY ALL ROUGH REQUIREMENTS WITH THE FIXTURES THAT ARE DATE: 3-1-10 SELECTED. COORDINATE ALL WORK WITH OTHER TRADES. SCALE: 1VTS 16. WATER PIPING RUNNING THROUGH CONCRETE OR MASONRY SHALL BE FIELD BK WRAPPED WITH 10 MIL. VINYL PLUMBING TAPE OR EQUAL. PLUMBING DRWN BY.• CET CHECKED MAS CONTRACTOR SHEET NO. BEFORE DIGGING CALL SUNSHINE STATE ONE -CALL OF FLA FLORIDA LICENSE NUMBER 1 OF l5 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 AEC PROJECT NO. REQUIRES MIN. OF 2 DAYS AND MAX. OF SIGNATURE 5 DAYS NOTICE BEFORE YOU EXCAVATE. DATE 0955B (NOT VAUD WITHOUT SEAL OR 3TAMP) 1111H I I ULP11 I IUill I i I F I I !! ' ill I I I 1 _111 r _ I CU#2 DRI FPFNrH DBL FRENCH DOORS 6'X6'8" CU#3 DBL FRENCH DOORS NOTES: 6'X6'8" 1. A FLORIDA LICENSED A/C CONTRACTOR MUST THOROUGHLY REVIEW AND APPROVE THE A/C COMPONENTS, LOCATIONS, CALCULATIONS, SIZES, NOTES, ETC. AS PRESENTED ON THIS SHEET TO ASSURE COMPLIANCE WITH THE LATEST LOCAL AND NATIONAL CODES REQUIREMENTS PRIOR TO CONSTRUCTION COMMENCEMENT. 2. THIS EFFORT MUST BE COORDINATED WITH OTHER TRADES AND DISCIPLINES TO AVOID ANY CONFLICTS. BEFORE DIGGING CALL SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. A/C CONTRACTOR FLORIDA LICENSE NUMBER SIGNATURE DATE OT VAUD WITHOUT SEAL OR STAMP) co Z O w j: m dlZIr N -I -, f� COI DATE: 3-1-10 SCALE: 114 "-1'-O" FIELD BK DRWN BY.• CET CHECKED alms SHEET NO. 1,2 of 15 AEC PROJECT NO. 0965E 1.5" FIBERGLASS SUPPLY DUCT R-6 CROWN SPIN —IN FITTING WITH DAMPER 7 ROUND METAL DUCT R-6 (EXTERNAL INSULATION) —') CEILING INSULATED ROUND R-6 FLEXIBLE DUCT (MAX. 10'-0" LONG) ATTACH WITH PANDUIT STRAP & TAPE PER CODE PRE —INSULATED TITUS SUPPLY DIFFUSER CEILING DIFFUSER CEILING DIFFUSER RUNOUT DETAIL NTS H VAC NOTES OAll equipment is new, air handlers located on steel channell, supported from deck above with concrete deck anchors. Bottom of plenum box of return held 2" off bottom of stand with emergency condensate drain pan extending out 3" on all four sides with emergency overflow shut down switch on condensate overflow mounted on emergency pan. Rectangular ductwork to be 1.5" fiberous ductboard, Joints to be sealed with pressure sensitive "UL" 181 silver tape and staples as recommended by manufacuterer. Round ductwork to be R-6 flex duct using silver tape, "UL" 181 and nylon panduit straps at Crown dampened collar. All duct sizes are clear inside dimensions, allow for 1.5" R-6 fiberglass ductwork. Rectangular ductwork to be hung with 2" u—channel & minimum 12—gauge wire on 6' centers and flex duct to be hung with 2" metal strop on 5' centers and at elbow down to air distribution as needed. All duct materials and installation of same to comply with section 503 of Florida Energy code for Building Construction effective March 1, 2002. OSmoke detectors shall be installed in return duct to shut down system, located prior to introduction of ventilation outside air. Coordinate location of air distribution with ceiling grid and lights. OContractor test and balance of systems to within 10% of design airflows shown and submit air balance report and equipment performance to owner upon completion. g0 Thermostats to be mounted at 52" AFF. MECHANICAL PLAN SYMBOLS 2x2 Grid ceiling air distribution, pre —insulated with step down diffuser face, CFM as Shown, White Finish, Steel Diffuser Construction by Titus. Return Diffuser Air Distribution Dimension as shown, CFM as Shown, White Finish, Steel Diffuser Louvered face Construction. RAF 1 " pleated filter installed at completion. EF-1 a Ceiling mounted 110—cfm exhaust fan @ .25 sp, with 4" ventilation duct routed to soffit vent exhaust grille, each bathroom when shown on tenant plan to have exhasut fan installed. Damper collar and flex connection made at 1.5" fiberglass ductwork, typical of all supply air connections for future balancing efficiency of air delivery system. Straight line represents round, galvanized metal pipe with 2" external insulation having an R-6 value. All flex run outs to be kept at 10' or less throughout air delivery system. SD Smoke detector installed in return of units above 2,001—cgm total airflow shown. Duct Reduction. See Plan for Sizes. Oto Debonair 220, Carrier programmable control, low voltage wiring RTU's by HVAC contractor. Field verify location of office mounted thermostats with field supervision. No Damper collar flex connection made at 1.5" fiberglass ductwork, typical of all supply air connections for flex connections that are concealed above drywall hard ceilings of air delivery system. Straight line represents round, galvanized metal collar fitting. AHU SCHEDULE UNIT DESIGNATION 5 TON Manufacturer CARRIER Model Number FY4ANF060 Unit Shipping Weight (lb.) 3/4 198 Nominal Tonnage 5 TON Piston Size / TXV (Ton) TXV-4 Evaporator Coil Row/Fins 3/14.5 Electric eating KW @(V/Ph/Hz) 6.8 KW @ 208 Blower Motor HP 3/4 Design CFM Supply/Outside Air 2000 Unit LA/MCA/MOCP 36-53.5-60 / EER 13.0 Electrical Voltage (V/Ph/Hz) 208/1/60 filter Type - Unit Mounted Qt 21.5"X23-5/16" Area ServicedAS SHOWN NOTES FLEXIBLE CONNECTION SUPPLY DUCT 101 SMOKE DETECTOR AIR HANDLER — NOTE: 4 TON & 5 TON UNITS REQUIRE THREE HORIZONTAL BRACKETS CU SCHEDULE UNIT DESIGNATION 5 TON Manufacturer CARRIER Model Number 24ACA3060-5 Unit Operating Weight (lb.) AI/CU 261 Nominal Tonnage 5 TON Cooling Capacity - Total Btuh 601000 Cooling Capacity - Sensible Btuh 441000 Design Temp.(Ambient/EWB) °F 95/67 Condenser Fan HP 1/5 Unit RLA/MCA/MOCP 18.9/23.3/40 Electrical Voltage (V/Ph/Hz) 208/3/1 SEER / EER 13.0*/11.0 LINE SET -50' & UNDER LL/SL 1 1/8x3/8 NOTES Di �l UNIT SET ON CONCRETE SLAB PROVIDED BY GC. NOTE: * NOMINAL CAPACITY SUSPEND UNIT FROM STRUCTURE W/ THREADED ROD. PROVIDE SUPPLEMENTAL FRAMING AS REQ'D VIBRATION ISOLATOR OR PAD UNDER AHU @ SUPPORT ACCESSEABLE AHU MUST BE AT LESS 3" CLEAR FROM CEILING BY CODE FLEXIBLE CONNECTION RETURN DUCT "-- FILTER FLOAT SWITCH IN OVERFLOW PAN CONDENSATE TRAP PROVIDE AUXILIARY DRAIN PAN WITH WITH FLOAT SWITCH INTERLOCKED TO SHUTDOWN UNIT I AIR HANDLER DETAIL- HORIZONTAL 5-TON &UNDER I BEFORE DIGGING CALL SUNSHINE STATE ONE —CALL OF FLA 1-800-432-4770 A/C CONTRACTOR FLORIDA LICENSE NUMBER Z O w } ca Z I N ch ' -n m 1 - - l DATE: 3-1-10 SCALE. 1/4 "=1 '—O" FIELD BK DR WN BY.• CET CHECKED mAs SHEET NO. 13OF 15 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. SIGNATURE DATE (NOT VAUD NATHOUT SEAL OR STAMP AEC PROJECT NO. 0965E J1ME3ERL1NEU1t,,, SELECT IMBERLINF4 0 SHINGLES Jt111VGLtJ IMBERLINE3 0 SHINGLE APPLICATION INSTURCTIONS 36" (914MM) 8" (203 9" 229 Timberline Series shingles come in either 36" (914mm) or 36 15/16" (938mm) lengths, depending on shingle brand. Application instructions apply to both. 11 1 2" 292 12 1 2 318 1 "(25mm)— 1 1 /2"(38mm) 1"(25mm)— 1 1 /2"(38m 12" 5-5/8 (14433A M) NOMINAL UNEXPOSED AND THROUGH BOTH LAYERS (304mm) These shingles must be nailed a normal 5-5/8" (143mm) from bottom of shingles, as shown, to allow for penetration through the double ply area just above the tabs. Nails should remain unexposed. Standard Nailing Pattern — Four Nails Per Shingle GENERAL INSTRUCTIONS. - ROOF DECKS: For use on new or reroofing work over well —seasoned, supported wood deck, tightly —constructed with maximum 6" 152mm wide lumber, having adequate nail —holding ( ) � 9 q 9 capacity and smoath surface. Plywood decking recommended by The Engineered Wood Assn. is acceptable. Plywood decks for Class A installations must be 3/8" (10mm) thick or greater with UNDERLAYMENTS as noted below. Shingles must NOT be fastened directly to insulation or insulated deck unless authorized in writing by GAF Material Corporation. Roof decks and existing surfacing material must be DRY prior to application of shingles. * UNDERLAYMENT: Underlayment beneath shingles has many benefits, including preventing wind driven rain from reaching the interior of the building and preventing sap in some wood decking from reacting with asphalt shingles. Underlayment is also required by many code bodies. Consult your local building department for its requirements. Where an underlayment is to be installed, a breather —type underlayment such as GAFMC's Shingle —Mate underlayment is recommended. Underlayment must be installed flat, without wrinkles. * FASTENERS: Use of nails is recommended. Use only zinc coated steel or aluminum 10-12 gauge barbed, deformed or smooth shank roofing nails with heads 3/8" (10mm) to 7/16"(12mm) In diamenter. Fasteners should be long enough to penetrate at least 3/4" (19mm) into wood decks h plywood decks. Fasteners must be driven flush with the surface of the shingle. or just through t o py a Over driving will damage the shingle. Raised fasteners will interfere with the sealing of the shin les. For normal installation, four fasteners must be installed per shingle, a normal 5-5/8" (143mm3 up form the bottom of the shingle, to peretrate both layers of the shingle. Fasteners must be installed approximately 1"-1 1/2' (25-38mm) and 11-1/2" to 12 1/2 (292-318mm) from each side. * WIND RESISTANCE: These shingles have a special thermal sealant that firmly bonds the shingles together after application when exposed to sun and warm temperatures. Shingles installed in Fall or Winter may not seal until the following Soring. If shingles are damaged by wind before sealing or are not exposed to adequate surface temperatures, or the self —sealant gets dirty, the shingles may never seal. 1 Underlayment: Standard Slope-4/12 (333mm/m) or more F UN ER YMENT: Cover deck with one layer of underlayment installed without APPLICATION 0 D LA y y wrinkles. Use only enough nails to hold underlayment in place until covered with shingles. APPLICATION OF EAVE FLASHING: Install eave flashing such as GAF Materials Corporation Weather Watch or StormGuard Leak Barrier in localities where leaks may be caused bX water backing up behind ice or debris dams. Eave flashing must overhang the roof by 3/8 (10mm) and extend 24" (610mm) beyond the inside wall line. Deck e (102mm) 12' (305mm) Minimum slopes. For lower slopes, see box 1 a. All sheets are 36" (914mm) wide shingle- mate Along rake, place drip edge on top of underlayment 2 Starter Course Apply as shown Start at either rake and Icy in either direction Non -corroding Metal Drip Cap - For maximum wind resistance along rakes, cement shingles to underlayment and each other in a 4' (102mm) width of asphalt roof cement Trim 6' 1(15: from end of first shingle PW11 3/8' Roof overhang P � 2' (51mm) Side Lap 4' (102mm) End Lap onoiop ovf m�ia� u� Perlge nt Underlayment .. WoAtr L Place shingles 3/8" (10mm) over edge and rake edges to provide drip edge Trim tabs off all starter course shingles, then place and nail as shown, 3' to 4' (76mm to 102mm) from eave 4 Second Course Start and continue second course as shown. Trim 6" (152mm) from the end of the shingle. Position the shingles in the second and subsequent courses flush with the tops of the wide cutouts. This results in a 5" (127mm) exposure. Continue with full width shingles across the roof. Strike a chalk line about every 6 courses to check parallel alignment with eaves. NOTE: Shingles may be laid from either left or right hand side. Start at either rake edge with shingles having 6" (152mm) trimmed from rake. Tri�ngles 6' (152mm) mm)— ( mm) 14" (356mm) 15" (381 mm) F 1 "(25mm)— 1 1 /2"(38mm) 1"(25mm)— 1 1 /2"( AND15—r5/M) NOMINAL UNEXPOSED THROUGH Six Nail Pattern Nail Guide Line Failure to seal under these circumstances results from the nature of self—sealing shingles and is not a manufacturing defect. To insure immediate sealing apply 4 quater—sized dabs of shingle tab adhesive on the back of the shingle 1" (25mm) and 13" (330mm) in from each side and 1" (25mm) up from the bottom of the shingle. The shingle must be pressed firmly into the adhesive. For maximum wind resistance along rakes, cement shingles to underlayment and each other in a 4" (102mm) width of asphalt plastic roof cement. NOTE: Application of excess tab adhesive can cause blistering of the shingle. The film stripes on the back of each shingle are to prevent sticking together of the shingles while in the bundle. Their removal in NOT required during application. * CANADIAN COLD WEATHER APPLICATION: CSA 123.5—m90 mandates that shingles applied between September 1 and April 30 shall be adhered with a compatible field —applied adhesive. See Wind Resistant for GAF Materials Corporation's recommendations for the application of thAT adhesive. * MANSARD AND STEEP SLOPE APPLICATIONS: For roof slopes greater than 21" (1750mm) per foot (DO NOT use on vertical side walls), shingle sealing must be enhanced by hand sealing. After fastening the shingle in place, apply 4 quarter size dabs of shingle tab adhesive as indicated in Wind Resistant above. The shingle must be pressed firmly into the adhesive. * EXPOSURE: 5" (127mm) * THROUGH VENTILATION: All roof structures must be provided with through ventilation to prevent entrapment of moisture laden air behind roof sheathing. Proper ventilation is also necessary to help prevent mold growth. Ventilation provisions must at least meet or exceed current F.H.A., H.U.D. or local code minimum requirements. * NON —CORRODING METAL DRIP EDGES: Recommended along rake and eave edges on all decks, especially plywood decks. * ASPHALT PLASTIC CEMENT: For use as shingle tab adhesive. Must conform to ASTM D4586 Type I OR II. Underlayment: Low Slope-2/12-4/12 (167mm-333mm/m) la APPLICATION OF UNDERLAYMENT AND EAVE FLASHING: Completely cover the deck with two layers of underlayment as shown. Use only enough nails to hold underlayment in place until covered by shingles. Use blind nailing for eave flashings. At eaves and where ice dams can be expected, use one layer of GAF Materials Corporation Weather Watch or StormGuard Leak Barrier. Eave flashing must overhang the roof edge by 3/8" (10mm) and extend 24" (610mm) beyond the inside wall line. Where ice dams or debris dams are not expected, install 2 plies of Shingle — Mate underlayment. t Lowr slope (51 m to 1q 02mm) 12 (305mm) widehah gle mate underlayment — Rake drip 3/8' (10mm) Roof WeatherWatch or StormGuard Leak Barrier 36- \(91 (914mm) �La Q heats 19 t483mm) to provide double coverage drip edge First Course 3 Start and continue with full shingles laid flush with the starter course. Shingles may be laid from left to right or right to left. DO NOT lay shingles straight up the roof since this procedure can cause an incorrect color blend on the roof and may damage the shingles. Underlayment Place shingles close together but don't crowd , -.0 K e Go �e Continue first course with whole shingles Start first course with whole shingle placed 3/8' (10 mm) over eave and rake edges to provide drip edge Third Course 5 Trim 11" (279mm) from the first shingle in the course, then continue with full shingles nrrncc fhp rnnf 1. 11'% Trimmed shingles Full Shingle Fourth Course and Remaining Courses 6 Trim 17" (432mm) from first shingle in the course, then continue with full shingles across the roof. Fifth and subsequent courses repeat full shingle instructions from Step 3. Fourth Second Course n;e 31e (Sloped Roof to Vertical Wall) (0 sheathing_ —Siding 5* (127mrr.) f Min. Metal Flashing (Nailed to the Deck, not to vertical side wall) Capp Shingles Do Not Nail. Install with Roofing Cement @@@\� Roofing Cement ® Roofing Cement Shingle Roof Deck Valley Construction —Closed Cut 10 Valley center line Center full width roll of Weather Watch or Storq;gpard Lea Barrier (¢ (152mm end laps)) in valley No fasteners within 6' (152mm) of center line Extra fasteners in end of shingle Extend end shi��nQQle ) ast (�Mernline acrrssuva�feriY yment b�eyova ky Gipped comer set in roofing cement Run starter strip and first s shingle cpu only ocross valley 12 (womm) minimum Shingles trimmed 2' (51mm) back from valley center line Precautionary Notes: Timberline Series shingle's are fiberglass, self—sealing asphalt shingles. Because of the natural characteristics of the high quality waterproofing material used, these shingles will be stiff in cold weather and flexible in hot weather. 1. Do not drop bundles on edge, over the ridge or on other bundles to separate shingles. 2. Handle carefully. Shingles can easily be broken in cold weather or their edges damaged in hot weather. 3. All exposed material must be of Class A type. 4. Store in a covered, ventilated area —maximum temperature 110'f (43'c). Store on flat surface and use weight equalization boards if pallets are to be double stacked. Shingles must be protected from weather when stored at job site. Do not store near steam pipes, radiators, etc., or in sunlight. All rolled product must be stored on ends. 5. If shingles are to be applied during PROLONGED COLD periods or in areas where airborne dust or sand earl be expected before sealing occurs, the shingles MUST be hand sealed. See Wind Resistant instructions. IMPORTANT: Repair leaks promptly to avoid adverse effects, including mold growth. Specifications for Timberline Ultra: * 40 Year Ltd. Transferable Warranty * 80 mph Ltd. Wind Warranty * Fiberglass Asphalt Shingle * Class A rating from UL * Passes UL 997 Wind Test * CSA A123.5—M90 and CSA A123.5-98 * ASTM D3018 Type 1 * ASTM D3161 type 1 * ASTM D3462* * Dade County Approvaed * Meets Wisconsin Administrative Code * Approx. 64 Pieces/Sq. (Metric) * Approx. 80 Pieces/Sq. (English) * 4 Bundles/Square * Approx. 256 Nail/Sq. (Metric) * Approx. 320 Nails/Sq. (English) * 5 5/8" Exposure (Metric) * 5" Exposure (English) * Product is manufactured to meet or exceed ASTM D3462; values from subsequent testing may vary depending on storage conditions. Hip and Ridge 7 For single layer application, use hip and ridge shingles and apply as shown. To enhance appearance, use GAF TIMBERTEX or a double layer application of Universal Hip & Ridge. (One bundle of TIMBERTEX Hip & ridge covers 20 lineal ft. — 6.1 meters.) For double application, start with triple thickness of precut Hip & Ridge shingles and continue remainder with double thickness. Fasten in some manner as single application shown. Apply laps away from prevailing wind direction. 8" (203mm) exposure Bend Hip dt Rage Shingle n� centered over Hip or Rage Hip R R'rdge Nail 9' 229mm) e5x 12urmrn) f1 (25m fr°m edge f oom 8' (X mm) 1'(25mm) from edge Chimney Flashing 9 h c�iree. 1 1 Valley Construction —Open RNM V// Re —Roofing: If old asphalt shingles are to remain in place, nail down or cut away all loose, curled or lifted shingles; replace with new, and just before applying the new roofing, sweep the surface clean of all loose debris. Since any irregularities may show through the new shingles, be sure the underlaying r y g shingles g es provide vi de a smooth surface. Fasteners must be of sufficient length to penetrate the wood deck at least 3/4" (19mm) or just through plywood. Follow other above instructions for application. NOTE: Shingles can be applied over wood shingles when precautions have been taken to provide de an acceptable smo oth surface This in cludes cutting back old shingles at eaves and rakes and installing new wood edging strips as needed. Make surface smooth and use beveled wood strips if necessary. Install #30 underlayment to maintain Class A rating. This product is sold with a LIMITED WARRANTY only. A copy of the LIMITED WARRANTY stating its terms and restrictions is printed on the product wrapper or may be obtained from the distributor of this product or directly from GAF Material Corporation. Any deception from printed instructions shall be the responsibility of applicator and/or specifer. Specifications for Timberline 40: * 40 Year Ltd. Transferable Warranty * Smart Choice Protection for the first 5 years * 80 mph Ltd. Wind Warranty * Fiberglass Asphalt Shingle * Class A rating from UL * Algae — Eater Protection available in certain areas (check sample board details) * Passes UL 997 Wind Test * CSA A123.5—M90 and CSA A123.5-98 * ASTM D3018 Type 1 * ASTM D3161 type 1 * ASTM D3462* * Dade County Approval (Tampa only) * Meets Wisconsin Administrative Code * Approx. 64 Pieces/Sq. (Metric) * Approx. 78 Pieces/Sq. (English) * 4 Bundles/Square * Approx. 256 Nail/Sq. (Metric) * Approx. 320 Nails/Sq. (English) * 5 5/8" Exposure (Metric) * 5" Exposure (English) * Product is manufactured to meet or exceed ASTM D3462; values from subsequent testing may vary depending on storage conditions. Specifications for Timberline 30: * 30 Year Ltd. Transferable Warranty * Smart Choice Protection for the first 5 years * 70 mph Ltd. Wind Warranty * Fiberglass Asphalt Shingle * Class A rating from UL * Algae — Eater Protection available in certain areas (check sample board details) * Passes UL 997 Wind Test * CSA A123.5—M90 and CSA A123.5-98 * ASTM D3018 Type 1 * ASTM D3161 type 1 * ASTM D3462* * Meets Wisconsin Administrative Code * Approx. 64 Pieces/Sq. Metric) * Approx. 78 Pieces/Sq. English) * 3 Bundles/Square * Approx. 264 Nail/Sq. (Metric) * Approx. 312 Nails/Sq. (English) * 5578 Exposure (Metric) * 5' Exposure (English) * Product is manufactured to meet or exceed ASTM D3462; values from subsequent testing may vary depending on storage conditions. BEFORE DIGGING CALL SUNSHINE STATE ONE —CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. v7 Z O co > w } CD tii h- a 0 Zr- C4 Cn -T In CO r-- aD 1 t\ 00 O 0O 4) rn O O o W bo cYj 00 "o ej .� O w % o ti �O N � 00 t\ O +.i st `., w "~ (Z 'r '-' O 0. U U W DATE: 3-1-10 SCALE: NTS FIELD BK DRWN BY.• CET CHECKED Axas SHEET NO. 14 of l5 AEC PROJECT NO. 0965B IIIP11111T1 1 11 11 ` 1' :111IIIII : "I I A _ I IF II 11 11 I d_-_ )_ 11l I CID W Ir FLORIDA APPROVAL CODES FLORIDA APPROVAL CODES FLORIDA APPROVAL CODES APP/SEQ # MANUFACTURER CATEGORY SUBCATEGORY APPROVAL STATUS APP/SEQ # MANUFACTURER CATEGORY SUBCATEGORY APPROVAL STATUS APP/SEQ # MANUFACTURER CATEGORY SUBCATEGORY APPROVAL STATUS FL1621 Alcoa Home Exterior, Inc. Panel Walls Siding Approved FL1889, FL1880 JELD-WEN - Rantoul Division Windows i Awning Approved FL325, FL1843, FL1458, FL1435, FL1007, FL239 PGT Industries Windows Single Hung Approved FL1888, FL1632 JELD-WEN - Rantoul Division Windows j I Casement Approved FL328, FL1010, FL251, FL331 PGT Industries Exterior Doors Sliding Approved FL1998 All American Shutters Shutters Accordion Approved FL347, FL393 All American Shutters Shutters Storm Panels Approved FL1883 JELD-WEN - Rantoul Division Windows Hung Approved FL1433, FL331 PGT Industries Exterior Doors Swinging Approved FL1153, FL1084, FL1085 Anderson Corporation Windows Awning Approved FL2199 Phil-Insul Corporation IntegraSpec New Innovative Envelope Products Other Approved FL1890, FL1898 JELD-WEN - Rantoul Division _Double Windows i Fixed Approved FL1154, FL1186 Anderson Corporation Windows Casement Approved FL1366, FL1364, FL1363 Pittsburgh Corning Corporation Windows Fixed Approved FL1155, FL1091 Anderson Corporation Windows Double Hung Approved FL1896 JELD-WEN - Rantoul Division Windows Mullions Approved FL1156, FL1092 Anderson Corporation Windows Fixed Approved FL1321 Plastpro Inc./ Nanyo Plastics Corp. Exterior Doors Swinging Approved FL1094 Anderson Corporation Windows Horizontal Slider Approved FL1897, FL1895 JELD-WEN - Rantoul Division Exterior Doors Sliding Approved FL1164 Anderson Corporation Windows Mullions Approved FL1365 Polyfoam Products, Inc. Roofing Cement-Adhesives- Coating Approved m FL1148 Anderson Corporation Exterior Doors Other Approved FL1893 JELD-WEN - Rantoul Division Exterior Doors Swinging Approved FL1101 Anderson Corporation Sky Lights Skylight Approved FL830 Polyfoam Products, Inc. Roofing Roof Tile Adhesives Approved F o FL1149, FL1095 Anderson Corporation Exterior Doors Sliding Approved FL1037 Johns Manville Roofing Built Up Roofing Approved FL985, FL1654 POLYGLASS USA Roofing Modified Bitumen Roof System Approved FL1150, FL1097 Anderson Corporation Exterior Doors Swinging Approved FL644, FL1046 Johns Manville Roofing Modified Bitumen Roof System Approved FL667, FL684 Better Bilt Windows Double Hung Approved FL986 POLYGLASS USA Roofing Underlayments Approved Ci 11�_ co FL676 Better Bilt Windows Fixed Approved FL2121, FL1255, FL1080 Johns Manville Roofing Single Ply Roof Systems Approved FL2209 Powers Fasteners, Inc. Structural Components Wood Connectors Anchors Approved FL670 Better Bilt Windows Horizontal Slider Approved FL663 Better Bilt Windows Single Hung Approved FL125 Kinco, Ltd. Windows Fixed Approved FL1631 Powers Steel, Inc. Structural Components Other Re -Apply n e 00 00 1 o ,'� °o o :ti b M a. to M O M t3 +� Q M I. U oMo 0.y, o W W N o; q �' N W � V o W " 0. U Pn V U FL1644 Boise Engineered Wood Products Structural Components Engineered Lumber Approved FL124 Kinco, Ltd. Windows Horizontal Slider Approved FL57, FL56 Simonton Windows Windows Awning Approved FL957 Kinco, Ltd. Windows Mullions Approved FL224, FL107 Simonton Windows Windows Casement Approved FL1645, FL1392 Boise Engineered Wood Products Structural Components Other Approved FL123 Kinco, Ltd. Windows Single Hung Approved FL226, FL143 Simonton Windows Windows Double Hung Approved FL126 Kinco, Ltd. Exterior Doors Sliding Approved FL178, FL179, FL228 Simonton Windows Windows Fixed Approved FL250 Certain Teed Corporation Roofing Roofing Asphalt Shingles Approved FL980 Kinco, Ltd. Exterior Doors Swinging Approved FL203, FL213 Simonton Windows Windows Horizontal Slider Approved FL1511 LP EWP Structural Components Engineered Lumber Approved FL108 Simonton Windows Windows Projected Approved FL477 Certain Teed Corporation Roofing Roofing Built Roofing Approved FL3897 Ludowici Roofing Roof Tiles Approved FL219, FL204 Simonton Windows Windows Single Hung Approved FL*** Marvin Windows and Doors Windows Awning Approved FL184, FL181 Simonton Windows Exterior Doors Sliding Approved FL490 Certain Teed Corporation Roofing Roofing Cements -Adhesive Coatings Approved FL*** Marvin Windows and Doors Windows Casement Approved FL229, FL109 Simonton Windows Exterior Doors Swinging Approved FL*** Marvin Windows and Doors _ Windows Double Hung Approved FL538, FL1218, FL474, FL402, FL503, FL1423, FL1463, FL1901, FL1725 Simpson Strong -Tie Co. Structural Components Wood Connectors Anchors Approved FL479, FL2255 Certain Teed Corporation Roofing Roofing Modified Bitumen Roof System Approved FL*** Marvin Windows and Doors Windows Fixed Approved FL*** Marvin Windows and Doors Windows Horizontal Slider Approved FL491 Certain Teed Corporation Roofing Roofing Roofing Insulation Approved FL*** Marvin Windows and Doors Windows M_ullions_____ Approved FL2059 Stanek Windows Windows Awning Approved FL*** FL951, FL443 FL18, FL19, FL20 FL561 Marvin Windows and Doors Marvin Windows and Doors MI Home Products, Inc. _ Exterior Doors _ Exterior- Doors - _Sri;n Exterior Dc ors -- --- -- - - - Exterior Doors Roofing - Structural C : rnpo„ents Sliding I iirl�, _ ; `_:)-'j n , - -g --- --- Sectional i r r�5 r,rncsives { Co 6ri s Approved FL2048, FL2056 Stanek Windows Windows Casement Approved FL542, FL549, FL1794 Clopay Building Products Company Exterior Doors Sectional Approved FL1739 Stanek Windows Windows Double Hung Approved ( Approved r A raved FL2055, FL2054, FL2138 Stanek Windows Windows Fixed Approved FL717, FL720 DOW Chemical RoofingRoof Tile Adhesive Approved PP FL2052 Stanek Windows Windows Horizontal Slider Approved PP FL2030 Dryvit Systems, Inc. Panel Walls Exterior Insulation Finish System Approved FL1945 -- Mid America Door Millennium Adhesive --'' -- Approved Approved FL2062 Stanek Windows Windows Horizontal Slider Approved FL2061, FL2045 Stanek Windows Windows Single Hung Approved FL2145 DuPont New/Innovative Envelope Products Other Applied For FL1800 FL2197 _ Products, Inc. MiTek Industries, Inc. FL2060 Stanek Windows Exterior Doors Sliding Approved (puss Plates Approved FL379 Stanley Access Technologies Exterior Doors Automatic Approved FL282, FL884 Entegra Roof Tile Corporation Roofing Roofing Tiles Approved FL560, FL601 Monier Lifetile Natural Light Energy Roofing Roofing Tiles Approved FL673, FL1956 TAMKO Roofing Products, Inc. Roofing Asphalt Shingles Approved FL158 FECP Corporation, Cast -Crete Division Structural Components Other Approved FL1629 Systems Sky Lights Skylight Approved FL741, FL1958 TAMKO Roofing Products, Inc. Roofing Built Up Roofing Approved FL1500 Naturalite Skylights Sky Lights Skylight Approved FL44 Florida Extruders International, Inc. Windows Fixed Approved FL202 NuAir Windows and Doors Windows Awning Approved FL1479, FL1960 TAMKO Roofing Products, Inc. Roofing Cement-Adhesives- Coatings Approved FL208 NuAir Windows and Doors Windows Fixed Approved FL43 Florida Extruders International, Inc. Windows Horizontal Slider Approved FL209 NuAir Windows and Doors Windows Horizontal Slider Approved FL735, FL1957 TAMKO Roofing Products, Inc. Roofing Modified Bitumen Roof system Approved FL210 NuAir Windows and Doors Windows Mullions Approved FL974 Florida Extruders International, Inc. Windows Mullions Approved FL211 NuAir Windows and Doors _ Windows Single Hung Approved FL682 TAMKO Roofing Products, Inc. Roofing Other Approved FL212 NuAir Windows and Doors Exterior Doors Sliding Approved FL42 Florida Extruders International, Inc. Windows Single Hung Approved FL1608 Olympic Fasteners Roofing Cements -Adhesives- Coatings Approved FL1478, FL1481, FL1959, FL1744 TAMKO Roofing Products, Inc. Roofing Underlayments Approved FL45 Florida Extruders International, Inc. Exterior Doors Sliding Approved FL699 Olympic Fasteners Roofing Roofing Fasteners Approved FL1397 The Stanley Works - Door Systems Exterior Doors Swinging Approved FL742 Overhead Door Corporation Exterior Doors Roll -Up Approved FL2075 Florida Metal Products, Inc. Roofing Other Approved FL1185 Therma Tru Corporation Exterior Doors Sliding Approved FL1588 Florida Power Coating and Shutters, Inc. Shutters Bahama Approved FL1024, FL828, FL674, FL1145 Overhead Door Corporation Exterior Doors Sectional Approved FL1170 Therma Tru Corporation Exterior Doors Swinging Approved Q W v W ►� O N O Q w w w ► �.Ta r^ q O q O FL1483 Tropical Asphalt Products Corp. Roofing Cement -Adhesives - Coatings Approved FL1701 Florida Power Coating and Shutters, Inc. Shutters Colonial Approved FL85 Owens Corning Roofing Asphalt Shingles Approved FL234 Owens Corning Roofing Other Approved FL1630 Trus Joist, A Weyerhaeuser Business Structural Components Engineered Lumber Approved FL401 Florida Storm Panels, Inc. Shutters Accordion Approved FL1925 Owens Corning Roofing Roofing Insulation Denied FL333, FL411 Florida Storm Panels, Inc. Shutters Storm Panels Approved FL920 Owens Corning Panel Walls Siding Approved FL891, FL847 USDoor and Building Components Exterior Doors Roll -Up Approved FL183 GAF Materials Corporation Roofing Asphalt Shingles Approved FL1000, FL1001, FL9777 Owens Corning Roofing - Underlayments Approved FL618 GAF Materials Corporation Roofing Built Up Roofing Approved FL1449 Peachtree Doors and Windows Windows Casement Approved FL1236 USP Connectors Structural Components Wood Connectors Anchors Approved FL620 GAF Materials Corporation Roofing Liquid Applied Roof Systems Approved FL1451 Peachtree Doors and Windows Windows Double Hung Approved FL952, FL1825, FL451 Velux-America, Inc. Sky Lights Skylight Approved FL206, FL617 FL621 GAF Materials Corporation Roofing Modified Bitumen Roof System Approved FL1285 Weather Shield Windows Casement Approved FL1452 Peachtree Doors and Windows Windows Fixed Approved FL1286 Weather Shield Windows Double Hung Approved FL197 GAF Materials Corporation Roofing Other Approved FL1288 Weather Shield Windows Fixed Approved FL619 GAF Materials Corporation Roofing Single Ply Roof Systems Approved FL1454 Peachtree Doors and Windows Windows Projected Approved FL1293 Weather Shield Windows Horizontal Slider Approved FL1290 Weather Shield Windows Projected Approved FL196 GAF Materials Corporation Roofing Underlayments Approved FL1450 Peachtree Doors and Windows Exterior Doors Sliding Approved FL1287 Weather Shield Windows Single Hung Approved FL108, FL2023 Georgia-Pacific Corporation Structural Components Engineered Lumber Approved FL1327 Weather Shield Exterior doors Sliding Approved FL430 Pella Corporation Windows Awning Approved FL1328 Weather Shield Exterior doors Swinging Approved FL1250 Georgia-Pacific Corporation Gypsum Roofing Underlayments Approved FL585, FL431 Pella Corporation Windows Casement Approved FL811 Windoor Incorporated Windows Fixed Approved FL432, FL436 Pella Corporation Windows Double Hung Approved FL225, FL805 Windoor Incorporated Exterior doors Sliding Approved FL1552 Go -Bolt, Inc. Structural Components Wood Connectors Anchors Denied FL433, FL437, FL438, FL439, FL584, FL1456, FL1821 Pella Corporation Windows Fixed Approved FL1808 Window Craftsmen Windows Fixed Approved FL1807 Window Craftsmen Windows Horizontal Slider Approved FL1849 International Paper Structural Components Engineered Lumber Approved FL1810 Window Craftsmen Exterior doors Sliding Approved FL1468 Inter Wrap Roofing Underlayments Approved FL434 Pella Corporation Windows Horizontal Slider Approved FL1813 Window Craftsmen Windows Wind Breaker Approved FL1379 J. Milo Enterprises, Inc. Roofing Non -Structural Metal Roofing Approved FL1457, FL435 Pella Corporation Windows Single Hung Approved FL806 Window Mart Windows Double Hung Approved FL588, FL955, FL1824, FL428 Pella Corporation Exterior Doors Sliding Approved FL809 Window Mart Windows Fixed Approved FL395 Jacobson Window Co., Inc. Windows Fixed Approved FL807 Window Mart Windows Horizontal Slider Approved FL394 Jacobson Window Co., Inc. Windows Horizontal Slider Approved FL587, FL1823, FL429 Pella Corporation Exterior Doors Swinging Approved FL3955-R1 Windsor Windows Windows Fixed Approved FL392 Jacobson Window Co., Inc. Windows Single Hung Approved FL4037-R1 Windsor Windows Windows Double Hung Approved FL397 Jacobson Window Co., Inc. Exterior Doors Sliding Approved FL1112, FL1115, FL1116 Pella Entry Systems Exterior Doors Swinging Approved BEFORE DIGGING CALL SUNSHINE STATE ONE -CALL OF FLA 1-800-432-4770 FSS 93.240, SECTIONS 556.101-556.111 REQUIRES MIN. OF 2 DAYS AND MAX. OF 5 DAYS NOTICE BEFORE YOU EXCAVATE. FL889 James Hardie Bldg. Products New/Innovative Envelope Products Other Approved FL1684 Perfection the Very Best in Building Products Roofing Non -Structural Metal Roofing Approved FL539, FL498 JELD-WEN Exterior Doors Swinging Approved FL486 Performance Roof Systems, Inc. Roofing Modified Bitumen Roof system Approved FL929 Jeld-Wen - Pozzi Windows Awning Approved FL931 Jeld-Wen - Pozzi Windows Casement Approved FL214 PGT Industries _ Windows Awning Approved FL936 Jeld-Wen - Pozzi Windows Double Hung Approved FL245, FL1003, FL1900, FL330 PGT Industries Windows Casement Approved FL933 Jeld-Wen - Pozzi Windows Fixed Approved DATE: 3-1-10 SCALE: N,S, FIELD BK DRWNBY.• CET CHECKED mAs FL937 Jeld-Wen - Pozzi Windows Horizontal Slider Approved FL1005, FL324 PGT Industries Windows Double Approved FL938 Jeld-Wen - Pozzi Exterior Doors Sliding A Approved PP FL243, FL1012, FL492 PGT Industries _____ Windows _Hung Fixed e Approved PP FL935 Jeld-Wen - Pozzi Exterior Doors Swinging Approved FL329, FL1844, FL1006, FL242 PGT Industries _ Windows____ _._. i-':or;zontai Slider Approved FL261 PGT Industries _-� Windows - -� �lulllons - Approved FL1885 PGT Industries Roofing Other ---- - -- --- - - --- --- --- Approved - ---- _------- SHEET NO. 15 OF .15 AEC PROJECT NO. 0955E I I I ' i11 I I I I I I' II 1 II 11 I I II 1 11 III 1 1 il ii Ili I i FI1Ili I" N W pj� RINIAirN I [`Ill f'r 1 U 1111 'j 1,_, I III I I NC i+ I �µj�S r ER M