Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Paragon Condo 95-03160
EL r_ Department of Community Affairs - FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORf 7 60DA-93 Residential Component Prescriptive Method k,. SOUTH 7 8 9 PROJECT NAME: AR.AfaorJ BUILDER: AND ADDRESS: 14. HoTGHIM4_0 1 (`.xANO PERMITTING ICLIMATE OFFICE: ZONE: 7 ❑ 8 N 9 ❑ OWNER: N, i-lc�-TGR.i1r+Sofr� �y�il5/`p-T JNG, PERMIT NO. JURISDICTIONNO.: I I I 1. New construction or addition 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units covered by this submission �' - 4. If Multifamily, is this a worst case (yes / no) S. Conditioned floor area (sq. ft.) _ 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) S. Glass area and type: a. Clear glass f'1 1 reel, U. Tint, I m or so Gal sc 9. Floor type and insulation: a. Slab on grade (R-value + perimeter) b. Wood, raised (R-value + sq. ft.) c. Concrete, raised (R-value) 10. Net Wall type area and insulation: a. Exterior: 1. Concrete (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel (Insulation R-value) 4. Log (Insulation R-value) b. Adjacent: 1. Concrete (Insulation R-value) 2. Wood frame (Insulation R-value) 3. Steel (Insulation R-value) 4. Log (Insulation R-value) 11. Ceiling type area and insulation: a. Under attic (Insulation R-value) b. Single assembly (Insulation R-value) 12. Air distribution systems a. Ducts (Insulation + Location) b. Air Handler( Insulation + Location) 13. Cooling system (Types: central -split. central -single pkg., room unit, PTAC.. none) t+lease runt cK 1. N@ W CortiST 2. MuL.T 11=AM IUD 3. 4. 5. 33l000 6. VALIGS 7. AiZtI_z �S Single Pane Double Panel 8a. sq. ft. sq. ft. 8b. sq. ft. 191ir14 sq.•ft. 9a: R= 9b. R= sq. ft. 9c. R= 1.5 lot0 sq. ft. .10a-1 R= �S (03LO0 sq. ft. 10a-2 R= sq. ft. 10a-3 R= sq. ft. 10a-4 R= sq. ft. 10b-1 R= 2-.4 iZfx:) sq. ft. 10b-2 R= sq. ft. 10b-3 . R= sq. ft. 10b-4 R= sq. ft. 14. Heating system: (Types: heat pump. elec. strip. nat. gas. L.P. gas, room or PTAC. none) 15. Hot water system: (Types: elec., natural gas, solar. L.P. gas, none) 16. Hot Water Credits: a. Heat Recovery (HR) b. Dedicated Heat Pump(DHP) 17. Infiltration practice: 1, 2 or 3 18. HVAC Credits (Type in Letter designation: OF -Ceiling Fan, CV -Cross vent, HF-Whole house fan. RB-Attic radiant barrier. MZ-Mult)zone) 19. EPI (must not exceed 100 points) a. Total As -Built points b. Total Base points 11 a. R= sq. ft. 11 b. R= 5(0c0 sq. ft. 12a. R= 4 r2 , GC:'-JQ Icond.runcond.) 12b. R= T 2 , «N0 (cond.:uncond ) 13. Type GSNrlNkl--S+nk•L�P► SEER/EER/COP: Ill-5 14. Type: HSPF/COP/AFUE: 15. Type: LecZT EF: Ct I 16a. H �- 16a. 17. '� 3 18. C� 9a'l . I 19a. G.S247qZ 19b. CO 60 4'8-'5 I hereby Cenrfy that the pl d specifications covered Dy4he calculal are incompliancewith mge9gy Review of plans and specifications covered by this calCulation indicates compliance will, Florida Energy code - MAR I 7 Y / 7� the Flonda Energy Code Before construction is completed. this building will be inspected PREPARED By: for compliance in, accordance with Section 553.908..F.S. E: - --- I hereby certify th this builamg is m compliance wnnthe Florlda Energy Code BUILDING OFFICIAL: OWNER AGENT: DATE DATE: D-21 CLIMATE ZONES 7 8 .9 a SU,MMEA CALCULATIONS J Q 3 LN GLASS SINGLE -PANE I. DOL%3LE-PANE j SUMMER j AS -BUILT AROR- EA x SUMMER -POINT MULT. SUMMER POINT MOLT. xFOVERH 6AG - GLASS CLEAR TINT= CLEAR TINT' 1j SUM. PTS $O 64.5 65.2 60.2 5. i i 1 NE I 1 94.8 I 94.5 88.0 2 i i E SE $41 136.3 133.9 127.0 109. I i 146.2 143.0 135.0 1 I S 135.6 1 132.5 124.2 07.7 SW 146.2 143.0 135.0 yy 1 136.3 133.9 127.0 09.5 •(era I 94.8 94.5 88.0 2 W• 1 1 428.7 354.7 I 380.6 1 278.9 I I i I 1 ' 1Z 1 "i i4 V I 1 I I I l I I 1 I I I BASE SUMMER I ease COMPONENT I AREA x SUMMER DESCRIPTION I POINT. MULT. POINTS 1 AS -BUILT GLASS SUBTOTAL 5 COMPONENT DESCRIPTION SUMMER AREA I POINT. MULT. = j 0-2 T HRU 6A-6i BASE SUMMER POINTS n I'1 I I I EXTERIOR 1 6.4 I 1 c 1 ADJACENT o I I I ♦ lUNDER ATTIC 1 I .8 OR SINGLE I u, ASSEMBLY I 8 I V BASE CEILING AREA EQUALS FLOOR AREA.DIRECTLY UNDER CEILING AS•2UILT CEILING AREA EQUALS ACTUAL CEILING SQUARE FQC AGE r TOTAL COMPONENT111MNITSi F TOTAL COMPONENT 8 SE SUMMERPOINTS II BASE COOLING I TOTAL BASE I BASE TOTAL I AS --BUILT I AS -BUILT I AS -BUILT CCM I AS -BUILT COOLING COOLING SYSTEM SYSTEM x SUMMER - COOLING AS -BUILT x DM x SUM. PTS. GA-7 CSM 6A-81 x (6A-1191 POINTS MULTIPLIER i POINTS POINTS �'S$`�!l Lo )cl2(05b2 1-0 I . aCo �`I�053 .37 �o�a5b'I A' ` NUMBER BASE I BASE AS -BUILT I NUMBER I AS -BUILT HWM I AS -BUILT HCM I AS -BUILT = HOT WATER HOT WATER OF . x HOT WATER HOT WATER HOT WATER x OF x SYSTEM DESC. I BEDROOMS I 6A-91 x I GA-20 I POINTS SYSTEM BEDROOMS lC el MULTIPLIER POINTS 3319 IZZ`9 O 11 $(,t 3zT(LK.. to 3(P-M . 5`b I % COEFFICIENT. SEE SECTION 1.1 APPENDIX C. TINT MULTIPLIERS MAY BE 'H = HORIZONTAL GLASS (SKYLIGHTS) 2FOR GLASS WITH KNOWN SHADING USED FOR GLASS WITH SOLAR SCREENS. FILM. OR TINT. D-22 SUMMER, POINT MULTIPLIERS (SPM) t I ` i 6A-2 WALL SUMMER POINT MULTIPLIERS (SPM i, CLIMATE ZONES 7 8 9 NGLE AND DOUBLE PANE GLASS. `' !. .TB-.26 .27-.35 ' .36-.46 1 .47-.57 .56-.70 ! .71-.83 ' .84.1.18 1 1.19.1.72 ! 1.73-2.73 i 2.74- .91 .87 I .84 I .80 .77 .74 .70 I .64 1 .58 1 .53 .92 .86 .81 I .76 I .72 I AB .64 ! .56 1 .50 1 .44 I .93 .87 :81 .75 .70 .65 1 .59 1 .46 1 .41 I .34 .92 .85 I .78 .70 I .64 1 .58 I .52 7 .42 1 .34 .28 FRAME CONCRETE BLOCK' FACE BRICK LOG INT. INSULATION NORMAL WT. EXT. INSUL I NOR. WT. R-VALUE !WOOD FR WOOD STEEL 0.6.9 I 4.6 6 INCH R-VALUE EXT ADJ EXT ADJ I R-VALUE EXT ADJ EXT 7-10.9 I 1.3 R-VALUE 1 EXT 0.6.9 8.5 1 3.4 .11.6 4.4 0.2.9 1. 4.2 11-18.9 1.1 0-2.9 I 2.8 7-10.9 3.2 1.3 5.5 2.1 34.9 2. 1'.7 19-25.9 .6 3.6.9 -1 1.9 11.12.9 2.7 1.0 42 1.6 5.6.9 . 1.1 1.2 26 & U .3 7&UP 1 1.5 13.18.9 2.4 .9 3.9 1.5 ``1-.10.9 1.6 .8 .7 R-VALUE BLOCK B INCH 19.25.9 1.6 .6 3.4 1.3 11.18.9 1.0 .6 .3 0.2.9 2.3 R-VALUE I EXT 26& Uo 1.0 .3 1.9 .7 19-25:9' � - .5 .3 3.6.9 1.6 0.2.9 ! . 1.9 26 & U .3 .2- 7-9.9 .9 3.6.9 1.4 7 I 1 - 6A-3 DOOR SUMMER POINT MULTIPLIERS SPM) 6A-4 CEILING SUMMER POINT MULTIPLIERS (SPM1 DOOR TYPE EXTERIOR, ADJACENT WOOD . 9.4 3.8 INSULATED 6.4 I 2.6. 6A-5 FLOOR SUMMER POINT MULTIPLIERS (SPM) UNDER ATTIC SINGLE ASSEMBLY CONCRETE DECK ROOFING F CEILING TYPE R-VALUE SPM R-VALUE SPM 19-219 1.5 10-10.9 .I 4.0 R-VALUE I DROPPED I EXPOSED 22-25.9 1.3 I 11-12.9 3.6 10-13.9 4.1 I 4:6 26-29.9 1.0 13-18.9 I 3.3 14.20.9 2.9 3.1 30-37.9 .6 19 25.9 I 2.5 21 & Up 1 1.9 1 2.0 R!� .6 26.29.9 1.6 I SLAB -ON -GRADE EDGE INSULATION RAISED CONCRETE RAISED WOOD' POST OR PIER STEM WALL w/ UNDER ADJACENT CONSTRUCTION FLOOR INSULATION R-VALUE SPM R-VALUE R-VALUE SPM I SPM I SPM 0-2.9 - -20.0 0-2.9 0-6.9 I 2.4 ! N/A I 3.4 3-4.9 -17.4 3-4.9 -.3 7.10.9 -.3 I -.9 I 1.3 5 99 -16.6 5.6.9 -.4 11-18.9 I -.3 I -.6 I 1.0 7 & UpI 19 & UD! I .4 I 6A-6 INFILTRATION SUMMER POINT MULTIPLIERS INFILTRATION PRACTICE SPM SEE TABLE 9P PRACTICE #1 i 18.6 PRACTICE #2 PR CTICE# 1 1 6A-t$ WULINU SYSTEM MULTIPLIER SYSTEM TYPE Central Units (SEER) I Rating CSM PTAC & Room Units (EER) Rating CSM MINIMUMS CENTRAL (SPM) 6A-7 DUCT MULTIPLIERS DM I RETURN DUCTS I• RETURN DUCTS R-VALUE I IN UNCONDITIONED SPACE, IN CONDITIONED SPACE SUPPLY DUCTS IN 4.2.5.9 ! 1.14 ! 1.10 6.06.6 I 1.10 i 1.07 UNCONDITIONED.SPACE 6.7 & U 1 1.09 SUPPLY DUCTS IN 4.2.5.9 1.10 1.0 6.0 6.6 1.07 1. 0 CONDITIONED SPACE. .7 up 1.06 1 ,00 COOLING SYSTEM. MULTIPLIERSfCSM 7.5-7.9 B_0.8.4 8.5.8.8 8.9_9.4 9.5-9.9 10.0-10.4110.5.10.9 11.0.11.4 11.5.11.9I .0-12.4_ .45 .43 _40 _.38 .36 _ .34 1 .32 1 .31 _30 .28 13_0-13.4 13_5-13.9 14.0-14.4 14.5-14.9 15.0_15.4 15.5.15_9116.0.16.4116.5-16.9 i.4117_5-B,UD _ _26 .25 . .24 .24 _ _.23 _ .22 1_21 .21 �_20-I .19 SPLIT S STEM 10 0 SEEP. SING E PKG 97 SEEP. GROUND WATER COOLED 11 0 PER PTAC-SEE TABLE 6A-3 6A-9 HOT WATER MULTIPLIERS (HWM - SYSTEM TYPE _-- - - -_ _ _. _.-- .80-.81 4183 HOT WATER MULTIPLIERS(HWMJ .82-.83 _ __ 84•.85 _ .86-.87 _BB_,90 1-:93� 99 96__97 4081 3984 3891 3803 3678` '`-3560.__3450 & Uo _I Electric Resistance EF HWM Natural Gas EF .43-.47 .48-.49 .50.51 .52•.53 .54-.55 _56-.57 .:.58•_59.60•_61 t __ .63 _ :66 & Up ._ HWM _ 2602_ 2331 2238 2151 _ 2072 1998 -_.• 1929 - __64.65 _ 1865- 1804 .1748 _-1695._ - Lp Gas HWM _ 3295 - 2951 2833 - 2724 _ 2624 .- _ 2530 2443 2361 -' 2265 2214 Solar EF __-... -.-- t.D•1,9 . -- --•___-•- _ 2.0 2.9 _:._-_,-------3.0 _ 3.9--- _-2147 _.- 4.0 4:9 . _ 5_0 & Uo---•-- M 4 ; 1 1 FOR MULTI?LIERS FOR OTHER TYPES OF CONCRETE BLOCK CONSTRUCTION SEE SECTION 2 1 OF APPENDIX C. N 2 MULTIPLIERS FOR SECTION 3.1 OF APPENDIX C = DUCTS IN CCND!TIONED SPACE NEED TO BE INSULATED ONLY TO THE R-VALUE-NECESSARY TO PRE} C-23. R TYPES OF :ONDENSAT , CLIMATE ZONES 7 8 9 WINTER EALCULATIONS i' y N L7 GLASS I AREA BASE I WINTER PT. MULT. I BASE WINTER POINTS N 55t o I -.4 NE -.4 E -.4 I - SE -.4 . S -.4 - SW -.4 I w l i -.4 NW I • -.4 H i ` 1. -.4. .. GLASS SINGLE -PANE NTER AREA x WINTER -POINT MULT. OR �WINTERDOUEPOINT MULT. x OVERHANG I AS-BUILT CLEAR TINT' CLEAR TINT ACTOR (6A-10)I SUM. PTS N � 3.7 3.7 I 2.2 I ItK NE 1 2.9 2.9 1.4 I E .1 .2 -1.1 I -.6 I-1 SE -2.1 -2.0 -3.3 1 S ," -2.0 -1.8 -3.1 - .4 •. -1 SW -2.1 -2.0 1 -3.3 W � p .1 .2 1 -1.1 1 NW 1 2.9 I 2.9 1 1.4 1.8 H' I 8.9 -7.8 1 -7.3 -5.7 i ! I N to I I t w r _ 7 l'IZo _ 1 - . Co t•to I CO ND I TOTAL I BASE BASE ..I ADJUSTED .15 x FLOOR T GLASS - ADJUST. x. GLASS - .GLASS AREA I AREA I FACTOR I SUBTOTAL I' BASE WP .15 0 . I OI COMPONENT .: DESCRIPTION BASE WINTER I AREA x I POINT. MULT. BASE - WINTER - < POINTS EXTERIOR O 1 .3 i ADJACENT IZO0 •5 3 ca EXTERIOR 1.8 c ADJACENT 1.3 o I AS -BUILT GLASS SUBTOTAL • COMPONENT DESCRIPTION I.. WINTER I BASE AREA x POINT. MULT. WINTER I(6A-11THRU 6A-15)POINTS f.0 coo 1, � .'1 J OR SINGLE ru ASSEMBLY i BASE CEILING AREA EQUALS FLOOR AREA DIRECTLY UNDER CEILING. AS -BUILT CEILING AREA EOUAL5 ACTUAL CEILING SQUARE FOOTAGE. ♦ MPN P I TOTALCOMPONENT-BASEW P I IF TOTAL I AS -BUILT I AS -BUILT I AS -BUILT HCM AS -BUILT I = HEATING BASE HEATING I TLOTABASE I BASE HEATING SYSTEM x WINTER - HEATING AS -BUILT x DM x HSM x I 6A-17 6A-18 POINTS SYSTEM MULTIPLIER POINTS I POINTS SUM. PTS. 6A-16 1.1 3- 42 c.2 �9 Z �_ v AS -BUILT BASE BASE I BASE I TOTAL a COOLING HEATING . x HOT WATER = BASE c POINTS POINTS IPOINTS POINTS ~ From P. 2 From P. 2 Enter on P. l ® C I 1 Cvfl ■ t El 1 .1 I AS-BUILT I AS -BUILT AS -BUILT COOLING x HEATING x HOT WATER H POINTS R POINTS POINTS POINTS (From P. 2 From P. 2 Enter on P.1 it O 'H = HORIZONTAL GLASS (SKYLIGHTS) 'FOR GLASS WITH KNOWN SHADING COEFFICIENT, SEE SECTION 1.1 APPENDIX C. TINT MULTIPLIERS MAY Or - USED FOR GLASS WITH SOLAR SCREENS. FILM, OR TINT. D-24 v WINTER POINt MULTIPLIERS (WPM) . `0- CLIMATE ZONES 7 8 9 N 1.00 1.03 1.04 1.06 1.07 1.09 1 1.11' 1.12 1 1.14 1.18 1 1.22 1 1.26 i NE/NW 1.00 1.05 1.08 1.13 1.17 1.21 1.24 1.27 1.30 I 1.37 I 1.45 1 1.51 ESEISVV 1.D0 2.04 2.58 3.78 5.D4 6.54 7.92 9.43 11.04 14.42 18.12 1 22.04 'm 1 1.00 .91 .87 .76 .64 .48 .32 .15 -.03 •.43 •.91 1 -1.46 g 1.00 .94 .91 .79 .65 .47 .28 .' 26 •.34 -1.11 1.68 I -1.92 ui o DOUBLE PANE GLASS W i N 1.00 1.03 1.05 1.08 1 1.10 1.12 1.14 1 1.17 1.18 1.24 1.29 I 1.34 N NE/NW I 1.00 1.08 1.12 1.2 1.26 1.32 1.37 1 1.41 1 1.47 I 1.57 1.69 I 1.78 EM I 1.00 .85 -.74 .55 _34 i .10 I -.12 1 -.36 1 -.63 1 -1.17 ± -1.77 -2 -'1 i SE/SW 1 1.00 95 1 .92 .85 .77 1 .67 I .57 .45 1 .34 1 .08 i -.23 •.58 S I 1.00 .96 94 .87 .78 1 .66 I .54 .38 .15 I -.34 I -.70 I -.86 OH LENGTH' 0 ft. 1 ft. 11h ft. 2 ft. 31L . 3'/2 ft. 4Y2 ft. 5'h ft. I s'h It. 9;, ft. I 14 It. 20 ft.- -TO SELECT BY OVERHANG LENGTH. NO PART OF GLASS SHALL BE MORE THAN 8 FT. BELOW THE OVERHANG. R POINT MULTIPLIERS twou F 3t f• I� 6A-12 DOOR WINTER POINT MULTIPLIERS WPM) 6A-13 CEILING WINTER POINT MULTIPLIERS WPM J 6 A-11 WALL WINTE FRAME CONCRETE BLOCK' FACE BRICK I LOG INT.INSUw R-VALUE WOOD FR WOOD STEEL NORMA0-6.9 2.4 6 INCH R-VALUE EXT ADJ EXT ADJ R-VALUE- EXT 7-10.9 .6 R-VALUE I EXT 0.6.9 2.5. 1.7 3.4 2.2 0-2.9 11.18.9 .5 0.2.9 .6 7-10.9 .8 :6 • 1.5 1.0 3-4.9 12 19 25.9 .2 3 6.9 .3 11-12.9 6 -.5 1.1 0.8 5-6.9 26 & U .1 7 & U ! .2 13.18.9 .6 .5 I 1.0 0.7 7-10.9 .7 .4 2 R-VALUE BLOCK 81NCH 19. 5 9 .3 ! 0.9 0.6 11-18.9 . .4 .2 .0 0-2.9 R-VALUE I EXT 26& U 2 2 0.4 0.3 19.25.9 2 .1 3.6.9 .6 0.2.9 I .2 26 & U I3 .1 1 .0 7-9.9 .4 ! 3.6.9 I .1 DOORTYPE DOORTYPE EXTERIOR I ADJACENT WOOD 2.8 I 1.9 INSULATED I 1.8 I 1.3 t ti 6A 14 FLOOR WINTER POINT MULTIPLIERS PM I UNDER ATTIC SINGLE ASSEMBLY WPM CONCRETE DECK ROOFING I CEILING TYPE R-VALUE WPM R-VALUE 19.219 .3 I 10-10.9 .6 1 R-VALUE I DROPPED - EXPOSED 22-25.9 .2 11.12.9 .5 10-13.9 1 .0 1 .1 26-29.9 .2 13-18.9 -5 ' 14-20.9 I .D .0 30-37.9 .1 19-25.9 .3 21 & U .0 1 .0 38 & U .1 26.29.9 .1 I SLAB4-GRADE EDGE INSULATION RAISED CONCRETE RAISED WOOD' POST OR PIER STEM WALL w/ UNDER I ADJACENT CONSTRUCTION' FLOOR INSULATION R-VALUE WPM R-VALUE R-VALUE WPM ' WPM WPM 0-2.9 - -21 0-2.9 1.0 0-6.9 I 2.7 I N/A 1.7 3-4.9 -2.6 3.4.9 7-10.9 I .7 I 0 1 .6 5-6.9 -2.7 5-6.A .1 11-18.9 .4 ! 0 .5 7 I 1 (WPM) i 6A-16 DUCT MULTIPLIERS (DM) RETURN DUCTS I RETURN DUCTS I IN UNCONDITIONED SPACE! IN CONDITIONED SPACE R-VALUE SUPPLY DUCTS IN UNCONDITIONED SPACE 4.2-5.9 I 1.14 I 1.10 6.0.6.6 1.10 i 1.07 6.7 & U 1.09 I 1.06 SUPPLY DUCTS IN CONDITIONED SPACE' I 42.5.9 1.10 6.0 6.E 1.07 I 1.00 1 00 bA-11 MtAI1NUbTbItMMUL111'LItMb(MbMI SYSTEM TYPE HEATING SYSTEM MULTIPLIERS (HSM)_. Central Heat __ HSPF _ _ _ 6.40.6.79 6.80.6.89 6.90.7.39_-•__ 7.40.7.89 - _ 7.90.8.39- Pump Units - - - ---- -- _ .49 :43 --- .41 _38-- -. 36.._. . -HSM -- -- HSPF ...__.53---- 9_90.10.39 --_50_ _.- 10.40-10.89__• 10.90-11.39 _ 11.40.11.89 -11. 39 __ 12.40 & �_____-_. _ .• -� 33 .31 .30 - - 29 _ .- _28 -- --- -- PTHP: -HSM - COP --- 2.50.2.69 - - -- 2.70-2.89 2.90.3.09 _ 3.10-3.29 _ _ 3.30• ...._ _. 3.50.3.69..- _ �.'0 �.Bo 3 or.: 19 HSM - --:38 _. - _ _ .37_.._ - _._.34_...._ .32 30 29 .---- - 9R Electric Strip:.. 1.0 Gas & Other`Fuels _ _' _T - --- - -- 1.0 (See Table 6A-18 for Credit Multiplier) _ ___ _ _ _ MINIMUMS:-CENT,RAL UNITS -Alp SOURCE SPLIT SYSTEM 6 8 HSPF. SINGLE PKG 6 6 HSPF WATER SOURCE 3.8 COP GROUND WATER SOURCE 3 4 COP PTNF? : c' COF 6A-15 INFILTRATION WINTER POINT MULTIPLIERS INFILTRATION PRACTICE WPM SEE TABLE 9P PRACTICE Mt 1.9 PRACTICE #2 PRACTICE,* I FOR MULTIPLIERS FOR OTHER TYPE OF CONCRETE BLOCK CONSTRUCTION SEE SECTION 2.1 OF APPENDIX C. 2 MULTIPLIERS FOR OTHER TYPES OF RAI _ SECTION 3.1 OF APPENDIX C. a DUCTS -N CONDITIONED SPACE NEED TO BE INSULATED ONLY TO THE R•VALUE NECESSARY TO PREVENT CONDENSATION D-25 ADDITIONAL TABLES J'd 6A-19 COOLING CREDIT MULTIPLIERS (CCA SYSTEM TYPE Ceilino Fans Cross Ventilation . 6 Whole House Fan Multizone Attic Radiant Barrier . I 6A-20 HOT WATER CREDIT MULTIPLIERS (H F SYSTEM TYPE ` Heat Recovery Unit With HWCM Dedicated (;oat Pump . EF HWCM A H4 6A-21 INFILTRATION REDUCTION PRACTICE COMPONENTS I SECTION PRACTICE #.1 606.1 Cf i Windows 606.1 MI Exterior & Adjacent Doors 1 606A I M. rl IueTe 7nuec- � .. _ TOOLING CREDj>:_TIPLIERS (CCM .66' .90, 'Credit may be taken for only, 95 one of these system types concurrently. .95 ;M) HOT WATER CREDIT MULTIPLIERS HWCM Air Conditioner a .62 .56 2.(.2.49 I 2.5-2.99 3.0.3.49 3.5 & U .44 .35 29 25 BUST BE USED IN CONJUNCTION WITH ALL HWCM. SEE TABLE 6A-9. EF MEANS ENERGY FACTOR. )MPUANCE CNFCI(1 ICT 0.5 I _ Exterior Walls andPloors Exterior Walls & Ceilings Ductwork Fire laces i Exhaust Fans I Combustion Appliances I PRACTICE #3 I Ceili is wv.a I I 6062 I i �+vrvirLr vVI I n si Arvu I FiE FOLLOWING: I Too olate penetrations sealed. Infiltration barrier installed. Sole tatelfloor joint caulked or sealed Penetrations. joints and cracks on interior surface caulked, sealed or asketed. Ductwork in unconditioned s ace must be sealed. Eauio ed with outside combustion air, doors, and flue dampers. Egui ed with dam Lars. Combustion devices see 606.1.A.2 Be in unconditioned space (except direct vent), draw air from unconditioned space, exhaust to outside Cookin appliances shall be damDered and use intermittent ignition. COMPLY WITH PRACTICES #1 AND #2 AND THE FOLLOWING: Infiltration barrier installed. Interior Walls I Recessed Lights TOD penetrations sealed or joints & cracks on interior walls caulked, sealed or gasketed. Ductwork, Sealed from conditioned & insulated from ventilated attic spaces. All ductwork located in conditioned space. 6A-22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences. COMPONENTS Water Heaters SECTION i 612.1 REQUIREMENTS Comply with efficiency requirements in Table 6-12. Switch r Swimming Pools &Spas 612.1 or clearly marked circuit breaker (electric) or cutoff as must be rovided. External or built-in heat trapr uired. Spas & heated pools must have covers (except solar heated). Non-commercial pools must have Shower Heads 1 612.1 a Du timer. Gas spa & ool heaters must have a minimum thermal efficien of 780%. Water flow must be restricted to no more than 3 HVAC Duct Construction Insulation & Installation 610.1 gallons Der minute at 80 PSIG. All ducts; fittings, mechanical equipment and plenum chambers shall be mechanically attached. sealed, insulated, and installed in accordance with the criteria of Section 904.6. Duct in unconditioned space and air handlers located in attics must be insulated to a minimum of R-6. Air handlers shall not HVAC Controls be installed in attics unless in mechanical closet. 1 607.1 I Insulation 1604.1. 602. 1 I Separate readil accessible manual or automatic thermostat for each system. Ceilino.—Min. R-19. Common walls —Frame R-11 or CBS 8-3 both sides. Common ceiling & floors R-11. D-26 P.O: Drawer, 8987, Port St. Lucie, Florida 34985-8987 k Date: f'p " IJ , .19. �J RECEIVED FROM: I 1 CutN/.�-�'it� AMOUNT: $ Qtt<A•I �v• RES COMM USE:,.WWfP: RES/MF ' NO..OF UNITS: _ WATER ERC'S- -b . 43 SEWER ERC'S oZb. P PERTY.DESCRIPTION: LOT; BLOCK & SECTION NO. o� I I A; AI(R, I/oi C f iCoon SERVICE ADDRESS: Water " " 4 .: - Cap: $gqg � - " Line ,�j, . Guaranteed ' t I Charge:'$ 47• `' Revenue: $ ' -67• S( Meter , 00 Install: $ l boo -- Sewer Cap: $ 30 7�a • S Line . r `o Charge: $ 10100�: y • Guaranteed `` _ 9� Revenue: $' ca 7 5 �7 . �' Mtr Size j Quantity: S.T.E:P. System $ _� Deposit: '$ Ml5c. CtraMe: C 1 Aarm* fd. Cu" 4ueA , � Received By: t. .1 RAE= I= FOR rm, pR&vmftQw PLU Rmw FMWT EMFMQTIOE • Locations -0 0 40 tr G—a t r 'All CKC.C_ Al 19. ac Wr 0 7.- Building Omer Two Ing . StEber oZ jltj=.teg a 25 Cautxmatic ZL Y ST. LUCIE COUNTY DEPARTMtNT .OF COMMUNITY DEVELOPMENT • '2300 VIRGINIA AVENGE, ROOM 201 •P6RT PIERCE, FL 34982-5652 407-462-1553 FILLED LANDS AFFIDAVIT I, the undersigned, am the owner of the following described property, 4400 North A-1-A, Hutchinson Island., F.L, 3049 (legal attached) 1423=120-00011-000/8 (tax IDA60id descriptioNaddrese) 1423-120-0002-000/5 for which 1 have applied to St; Lucie County for a Final Development Permit. In accepting this Final Development Permit, BP Number. _ . I acknowledge that as owner of the above described property, and in accordance with Section 7.04.01(D), St. Lucie County Land Development Code, I shall be responsible for assuring adequate drainage so that the immediate community WILL NOT be adversely affected. I further acknowledge that in granting this permit for the development of this property, St. Lucie County is neither obliged nor liable to provide for, or maintain in any form, adequate drainage off my property which will not adversely affect the immediate community. Paragon of North Hutchinson Island; Inc. SLQL,�� Property Owner Property Owner Date (Print) (Signature) STATE OF FLORIDA, COUNTY OF St. Lucie THE FOREGOING'INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS DAY OF WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. se Claudia Coyne ( aQ SIGNATURE OF NOTAR TYPE OR PRINT NAME OF NOTARY .�p1tY •., CLAUDIA G. COYNE MY COMMISSION R CC 992USS NOTARY PUBLIC TITLE CC 192 086 COMMISSION NUMBE l](PIRES: May 4, 1995 Bonded Thru Notary Public Undaw tsrs SLCCDV FORM NO.: 011-00 BP DATE NOTES PR NWSIT BE ATTACHED TO BUILDING PLANS #IaAY ov col S 2D- (�Wtjo-l- hajX_ eon O U/Mfi/ � L D Ato -ficod in 6,r07a-h07(- /Y7 '010-In -ill n e- ru"c� -Vio-od e, jAr)rmou+ un Gp jr• F A-V-W �11 73 W"Al TIM, 4 0 WA V;477. Ta � IRW "Al der 4F i A aA % �. _ , , h Gro' {' + • , 1,...; e�',s',bo'. 1,;;;!`n►4o'���3.# `C.: d",..� k.�r���'^�:� .=1r: '+v" j/,�j�t°�y^ ttl•'�': '''•I -rvri i t 41 • p: to / {•`� � � C_.i � "�vbr �°.�;"'� `���;i.i J!!� �C`a1�". � �r+.�� 4g�; �: C� �"�� �) �'#`*'a �'��k';,}�J �- `��o h'L„'� a q �ts.� - .. .r r .,.�-•..�rS ^r•'�,�-,he,,r4l.. ,d!i" ��{y S,}�• .,.., aeir.aa 9 r0.i•�'• t a R•.�• , .. •r ��1 (" d; ,t 4`i •,Rt..,,°., � �y4 !i e r• t. , " '�• �'. f•_, t. . c - �, ° , -✓ � 1 ."ti ,. �'�.. +w ,. .' It ,. ,� ... ' `yiti pas ,�` Lr, i G •t�`,l•:� �'a'� `�, .`�t •� yt �:"� YS?�,'+,'• , . •• t „ CEO . .' a ,.!motr S t i, .. , '�.-,..,'S i'.,' .- .'a? ? .i1�`� °. ' G Jt.. - ".' ! ! •• t, -.t r •, • - •, o-,+r'�r y � end'. NOTES - BP PR •S O G ,3(p MUST BE ATTACHED TO BUILDING PLANS DATE cc�c;0►.CCL iA> o o. ip ST LUCIE COUNTY' ROAD. ';IMPACT.- FEE CALCULATION. FORM Name of Feepayer Address Date3Ia�y{ /967-' Permit #- Road Benefit and Collection Zone #` %�.van9; The impact fee calculated.herein has been determined based on the fee schedule adopted in.St. Lucie County Ordinance 85-10, effective February 1, 1986, amended,Maech 1, 1990.'" --------------- ------------------- =-------------------------- IMPACT FEE CALCULATIONS LAND USE FEE PER UNIT TOTAL TYPE UNIT IMPACT FEE J,i ! P rC # UNITS , # SQ- -FT (10 0 0)C"""" " # PARKING SPACES z # STUDENTS...._ ch:oo 2 1�im f a 3''wr� ice: x a!Q`9' E ° 0^RINNELL FIRE PROTECTION SYSTEMS CO, 2700 WEST 81St ST-REET ' ni'mL-r-mn, rl- 0uvu0-4/04 HYDRAULIC CALCULATIONS FOR .' PARGON STANDPIPES ^ FILE NUMBER: pARGON 04-25-95 ' -DESIGN' DATA- OOOUPANOY CLASSIFICATION: STANDPIpES � . DENSITY: 500 GPM 65 PSI @`'OOF AREA OF APPLICATION: ' - COVERAGE PER SPRINKLER: N/A ` NUMBER OF SPRINKLERS CALCULATED: 500 GPM f 250 ADDITIONAL SP. TOTAL SPRINKLER WATER FLOW REQUIRED: ' 500 GPM TOTAL WATER REQUIRED (including hose): ` 750.6 gpm ^ FLOW AND PRESSURE (@ BOR\: � ^ ' `750.7GPM @ 1'3D 9PSI .. ` ` SPRINKLER ORIFICE SIZE: , N/A INCH NAME OF CONTRACTOR: . PH^LZP'{�TEEL , DESIGN/LAYOUT BY.,: B'ILL VAN HAUTE ' AUTHORITY HAVING -JURISDICTION: ' ST. LUOIE COUNTY � , ' CALCULATIONS BY HA8S COMPUTER PROGRAM (LICENSE #-4 O1325X ) ' HRS 'GYS'TEMS I'N{}� ATLANTA,. A ' � 8PRI,N1,;LER SYSTEM HYDRAULIC ANALYSIS Pace 1 Date: 04/25/1995 P'ARGON JOB TITLE: ARGON' STANDPIPE WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL_. TOTAL,; REO'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) f GPM). (PSI) 1 50.0 40.0 12,00.0 45:8 75.0.6 42..0; AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 750.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE-' 0.0 GPM - OTHER -HOSE STREAM ALLOWANCES 250.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLER§ S00.6 GPM NODE ANALYSIS DATA NODE TAG, ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 3.0 SOURCE 42.0 750.6 2 -3.0 - - - - 42.7 _ - - BFI '3,0 _ _ _ _ 39.8 - - BFO 3.0 - - - - 34.6 - - 3 -3.0 - - - - 37.0 4 -3..0 - - - - 35.6 - _ - 5 8'.0 - - - - 30.2 - - - .6 2.0 - - - - 30.9 - - - 7 2.0 - - - - 130.9 .8 8.0 HOSE STREAM 1216.8 250.0' 9 8.0 - - - - 126.8 - - - 10 8.0 _ - _ - 123.1 - - - 101 20.2 -- - - -- 121.5 - - - 102 30.2 - - - - 117.1 - - -- 103 38.8 - - - - 113.4 - - 104 47.3 - - - - 109.7 - - 105 56.0 - - - - 106.0 - - -' 106 64.5 - - - 102.3 - - - 107 73.2 - - - - 98.5 _ - - 108 82.6 - - - - 94.4 - - - 1.09 92.2 - - - - 90.3 - - - 110 101.8 - - - - 86.1 - - - 111 111.5 - - - - 81.9 - 112 121.0 - - - - 77.8 - - - 113 12.5.0 - - - - 76.1 - -- - 201 20.2 - - - - 116.7 - _ - . 202 32.1 - - -- - 111.0 - - - 203 38.7 - - - - 107.7 - 204 47.3 - - - - 103.5 - - - 205 55.8 - _ _ - 99.3 - - - 206 64.5 - - - - 95.0 - - - - 207 73.1 - -- - - 90.8 - -- - 208 82.6 - - - - 86.3 - - - 209 r 92.2 - - - - 81.6 - - - � SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: /25/1995° AS TIf\E: ^ RGON STANDPIPE NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 210 101.8 - - - - 78.9 - - - 211 111'5 - - - - 72.1 - - - 212 121.0 - - - - 67.5 - - - 213 125.0 K=62.10 66.0 500'7 W'K1NhLCK Z>)TZJIUI MTUKRULIU MANLY,:j1:_i t'dg' :5 Date: 04/25/199S JGB TITLE: F'ARGOO STANDPIPE k' PIPE DATA PIPE TAG 0(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. P1 DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 750.6 6.290 PL 100.00 PF 1.9 1 3.0 SRCE: 42.0 (N/A) 7.8 140 FTG TG PE 2.6 2 -3.0 0.0' 42.7 0.0 0.013 TL 143.89 PV 0„4 Pipe: 2 750.7 6.290 PL 6.00 PF 0.3 _ 2 -3.0 0.0 42.7 0.0 7.8 140 FTG E PE -2.6 BFI 3.0 0.0 39.8 0.0 0.013 TL 24.62 PV 0.4 Pipe: 3 FIXED PRESSURE LOSS DEVICE BFI 3.0 0.0 39.8 0.0 5.0 psi, 750.7 gpm BFO 3.0 0.0 34.8 0.0 Pipe: 3A 750.7 6.290 PL 6.00 PF 0„3 BFO 3.0 0.0 34.8 0.0 7.8 . 140 FTG E PE 2.6 3 -3.0 0.0 37.0 0.0 0.013 TL 24.62 PV 0.4 Pipe: 3B 750.7 6.290 PL 90.00 PF 1.5 _ 3 -3.0 0.0 37.0 0„0 .7.8 140 FTG EG PE 0.0 4 -3.0 0.0 35.6 0.0 0.013 TL 112.61 PV 0.4 Pipe: 4 750.7 6.357 PL 11.00 PF 0.6 4 -3.0 0.0 35.6 0.0 7.6 120 FTG 2E PE -4.8 5 8.0 0.0 30.2 0.0 0.016 TL 39.00 PV 0.4 Pipe: 5 750.7 6.357 PL 66.00 PF 1.8 5 8.0 0.0 30.2 0.0 7.6 120 FTG 3EG PE 2.6 6 2.0 0.0 30.9 0.0 0.016 TL 111.00 PV 0.4 Pipe: 6 FIRE PUMP Rating: 750.0 gpm @ 100.0 psi 6 2.0 0.0 30.9 0.0 Avail.: 750.7 gpm @ 99.9 psi 7 2.0 0.0 130.9 0„0 Req'd.: 750.7 gpm @ 99.9 psi Pipe: 7 750.7 6.357 PL 15.00 PF 1.5 7 2.0 0.0 130.9 0.0 7.6 120 FTG 3ECG PE -2.6 8 8.0 H.S. 126.8 250.0 0.016 TL 92.00 PV 0.4 Pipe: 8 0.0 4.260 PL 12.00 PF 0.0 8 8.0 H.S. 126:8 250.0 0.0 120 FTG ETG PE 0.0 9 8.0 0.0 126.8 0.0 0.000 TL 44.00 PV. 0.0 Pipe: 9 500.7 4.260 PL 35.00 PF 3.7 8 8.0 H.S. 126.8 250.0 11.3 120 FTG ETG PE 0.0 10 8.0 0.0 123.1 0.0 0.055 TL 67.00 PV 0.9 Pipe: 10 -0.1 4.260 PL 10.75 PF 0.0 9 8.0 0.0 126.8 0.0 0.0 120 FTG E PE -5.3 101 20.2 0.0 121.5 0.0 0.000 TL 20.75 PV 0.0 Pipe: 11 0.1 4.260 PL 10.00 PF 0.0 101 20.2 0.0 121.5 0.0 0.0 120 FTG 3E PE -4.3 102 30.2 0.0 117.1 0.0 0.000 TL 40.00 PV 0.0 ZWK11`MLLH :DY;:i l t_M hlYUNI-AULIC AMALYSIS Page 4 Date: 04/25/1995 JOB TI4LE: PARGQI� STANDPIPE ` PIPE DATA (cant.) PIPE TAG Q(GP.M) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 12 -0.2 4.260 PL 8.60 PF 0.0 - 102 30.2 0.0 117.1 0.0 0.0 120 FTG ---- PE -3.7 103 38.8 0.0 113.4 0.0 0.000 TL 8.60 PV 0.0 Pipe.-13 -0.2 4.260 f'L 8.70 PF 0.0 - 103 38.8 0.0 113.4 0.0 0.0 120 FTG ---- PE -3.7 104 47.3 0.0 109.7 0.0 0.000 TL 8.70 PV 0.0 - - Pipe: 1.4 0.2 4.260 PL 8.70 PF 0.0 104 47.3 0.0 109.7 0.0 0.0 120 FTG ---- PE -3.8 105 56.0 0.0 106.0 0.0 0.000 TL 8.70 PV 0.0 Pipe: 15 -0.2 4.260 PL 8.70 PF 0.0 105 56.0 0.0 106.0 0.0 0.0 1.20 FTG --- - PE -3.7 106 64.5 0.0 102.3 0.0 0.000 TL 8.70 PV 0.0 Pipe: 16 -0.1 4.260 PL. 8.70 PF 0.0 106 64.5 0.0 102.3 0.0 0.0 120 FTG ---- PE -3.8 107 73.2 0.0 98.5 0.0 0.000 TL 8.70 PV 0.0 Pipe: 17 0.1 4.260 PL 8.70 PF 0.0 107 73.2 0.0 98.5 0.0 0.0 120 FTG ---- PE -4.1 108 82.6 0.0 94.4 0.0 0.000 TL 8.70 PV 0.0 Pipe: 18 0.2 4.260 PL 9.70 PF 0.0 108 82.6 0.0 94.4 0.0 0.0 120 FTG ---- PE -4.2 109 92.2 0.0 90.3 0.0 0.000 TL 9.70 PV 0.0 Pipe: 19 -0.1 4.260 PL 9.70 PF 0.0 109 92.2 0.0 90.3 0.0 0.0 120 FTG ---- PE -4.2 110 101.8 0.0 86.1 0.0 0.000 TL 9.70 PV 0.0 Pipe: 20 0.2 4.260 PL 9.70 PF 0.0 110 101.8 0.0 86.1 0.0 0.0 120 FTG ---- PE -4.2 ill 111.5 0.0 81.9 0.0 0.000 TL_ 9.70 PV 0.0 Pipe: 21 0.1 4.260 PL 9.70 PF 0.0 111 111.5 0.0 81.9 0.0 0.0 120 FTG ---- PE -4.1 112 121.0 0.0 77.8 0.0 0.000 TL 9.70 PV 0.0 Pipe: 22 -0.2 4.260 PL 4.00 PF 0.0 112 121.0 0:0 77.8 0.0 0.0 120 FTG E PE -1.7 113 125.0 0.0 76.1 0.0 Q.000 TL 14.00 PV 0.0 Pipe: 23 500.7 4.260 PL 10.70 PF 1.1 10 8.0 0.0 123.1 0.0 11.3 120 FTG E PE - 5.3 201 20.2 0.0 116.7 0.0 0.055 TL 20.70 PV 0.9 - Pipe: 24 500.7 4.260 PL 10.00 PF 0.5 201 20.2 0.0 116.7 0.0 11.3 .120 FTG ---- PE --5.2. 202 32.1 0.0 111.0 0.0 0.055 TL 10.00 PV 0.9 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 04/25/199S JOB -TITLE: PARGON STANDPIPE , PIPE DATA (cant.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 25 500.7 4.260 PL 8.70 PF O.S 202 32.1 0.0 111.0 0.0 11.3 120 FTG ---- PE -2.9 203 38.7 0.0 107.7 0.0 0.05S TL 8.70 PV 0„9 " Pipe: 26 500.7 4.260 PL 8.70 PF 0.S 203 38„7 0.0 107.7 0.0 11.3 120 FTG ---- PE -3.7 204 47.3 0.0 103.5 0.0 0.055 TL 8.70 PV 0.9 Pipe: 27 500.7 4.260 PL 8.70 PF 0.5 204 47.3 0.0 103.5 0.0 11.3 120 FTG ---- PE -3.7 205 55.8 0.0 99.3 0.0 0.055 TL 8.70 PV 0.9 Pipe: 28 500.7 4.260 PL 8.70 PF 0.5 205 55.8 0.0 99.3 0.0 11.3 120 FTG ---- PE -3.8 206 64.S 0.0 95.0 0.0 0.055 TL 8.70 PV 0.9 Pipe: 29 500.7 4.260 PL 8.70 PF 0.5 206 64.5 0.0 95.0 0.0 11.3 120 FTG ---- PE -3.7 207 73.1 0.0 90.8 0.0 0.055 TL 8.70 PV 0.9 Pipe: 30 500.7 4.260 PL 8.70 PF 0.5 207 73.1 0.0 90.8 0.0 11.3 120 FTG ---- PE -4.1 208 82.6 0.0 86.3 0.0 0.05S TL 8.70 PV 0.9 Pipe: 31 500.7 4.260 PL 9.70 PF 0.5 208 82.6 0.0 86.3 0.0 11.3 120 FTG ---- PE -4.2 209 92.2 0.0 81.6 0.0 0.055 TL 9.70 PV 0.9 Pipe: 32 500.7 4.260 PL 9.70 PF 0.5 209 92.2 0.0 81.6 0.0 11.3 120 FTG ---- PE -4.2 210 101.8 0.0 76.9 0.0 0.055 TL 9.70 PV 0.9 Pipe: 33 500.7 4.260 PL 9.70 PF 0.5 210 101.8 0.0 76.9 0.0 11.3 120 FTG ---- PE -4.2 211 111.5 0.0 72.1 0.0 0.055 TL 9.70 PV 0„9 Pipe: 34 500.7 4.260 PL 9.70 PF 0.5 211 111.5 0.0 72.1 0„0 11.3 120 FTG ---- PE -4.1 212 121.0 0.0 67.5 0.0 0.055 TL 9.70 PV 0.9 Pipe: 35 500.7 4.260 PL 4.00 PF 0.8 212 121.0 0.0 67.5 0.0 11.3 120 FTG E 'PE -1.7 213 125.0 62.1 65.0 500.7 0.055 TL 14.00 PV 0.9 NOTES: (1) Calculations were performed by the HASS S.8.0 computer program under license no. 4 C1325X granted by • HRS Systems, Inc. 2.193 Ranchwood Dr., N.E. Atlanta, GA 30345 bHK11NV%LLK ZiTb I til t- TUHRULIG MNHLYvl:i Page 6 Date: 04/25/199S JOB TITLE: PARGON STANDPIPE ` (2) The system has been balanced 'to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.124 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 11.3 ft/sec at pipe 25. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter .Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date: 04/25/1995 JOB TITLE: PARGON STANDPIPE ` WATER SUPPLY CURVE 60+ SS+ so*\\\ \0\ 4S+ \1\ X \\\ P 40+ <-40.0 psi @ 1200 gpm R ; Flow Test Point E ' S ' S 35+ U ' R ' E ' 30+ P ' .3 ' 12S+ 20+ ti 15+ 10+ LEGEND " " X = Required Water Supply 41.95 psi @ 7SO.6 gpm " S+ 0 = Available Water Supply 45.80 psi @ 750.6 gpm 0------------------ q-------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) GRINNELL FIRE PROTECTION SYSTEMS CO, INC"` ' 2700 WEST 81st STREET HIALEAH, FL 33016-2732 z HYDRAULIC CALCULATIONS FOR PARGON <TYPICAL FLOOR FILE NUMBER: PARGON.1 04-25-95 -DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: LARGE ROOM AREA OF APPLICATION: LARGE ROOM COVERAGE PER SPRINKLER: SEE PLAN NUMBER OF SPRINKLERS CALCULATED: 5 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED: 217.5 GPM TOTAL WATER REQUIRED (including hose): 317.5 gpm FLOW AND PRESSURE (@ BOR): 217.5 GPM @ 122.5PSI SPRINKLER ORIFICE_ SIZE: 1/2&3/4 INCH NAME OF CONTRACTOR: PHILIP STEEL. DESIGN/LAYOUT BY: BILL VAN HAUTE AUTHORITY HAVING JURISDICTION: ST. LUCIE COUNTY CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4 C1325X ) HRS SYSTEMS, INC. ATLANTA, GA o r m i i,q rm-m m J I J i mri n i U t HWL- 11. HIIf-1L I Z)10 Date: 04/25/1995 JOB TITLE: PARGON TYPICAL FLOOR WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL, TOTAL NODE PRESS. PRESS. @ PRESS, @ DEMAND TAG (PSI) (PSI) (GPM) .(PSI) (GPM) 1 50.0 40.0 1200.0 49.1 317.5 AGGREGATE FLOW ANALYSIS: raga J. PARGONI REO' D PRESS. (PSI) 26.9 TOTAL FLOW AT SOURCE 317.5 GPM TOTAL HOSE STREAM ALLOWANCE,AT SOURCE 1.00.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 217.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) _,(PSI) (GPM) 1 3.0 SOURCE 26.9 217.5 2 -3.0 - - - - 29.4 - - - SFI 3.0 - - - - 26.7 - - - BFO 3.0 - - - - 21.7 - - - 3 -3.0 - -- - - 24.3 - - - 4 -3.0 - - - - 24.2 - -- - 5 8.0 - - - - 19.4 - - - 6 2.0 - - - - 21.8 - - - 7 2.0 - - - - 122.5 - - - 8 8.0 - - - - 119.8 - - - 9 8.0 - - - - 119.8 - -- - 10 8.0 - - - - 119.1 - -- - 101 20.2 - - - - 114.5 - - - 102 30.2 - - - - 110.2 - - - 103 38.8 - - - - 106.5 - - - 104 47.3 - - - - 102.8 - - - 105 56.0 - - - - 99.0 -- 106 64.5 - - - - 95.3 - - - 107 73.2 - -- - - 91.6 - - - 108 82.6 - - - - 87.5 -- - - 109 92.2 - - - - 83.3 - - - 110 101.8 - - - - 79.2 - - - ill 111.5 - - - - 75.0 - - - 112 121.0 - - - - 70.9 - - - 113 125.0 - - - - 69.1 - - - 201 20.2 - - - - 113.6 - - - 2.02 32.1 - - - - 108.3 - - - 203 38.7 - - - - 105.3 - - - 204 47.3 - - - - 101.5 - - - 205 55.8 - - - - 97.7 - - - 206 64.5 - - - - 93.8 - - - 207 73.1 - - - - 90.0 - - - 208 82.6 - - - - 85.8 - - - 209 92.2 - - - - 81.5 - - - Z:jHKlNKLLK ZDY,'j I t7-l'l 1'1YUNRULlt' F1NfiLY:51:j Dalte: ,04,/25%.1995 , JOB TITLE: PARDON TYPICAL FLOOR NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 210 101.8 - - - - 77.3 - - - 211 111.5 - - - - 72.9 - - - 212 121.0 - - - - 68.7 - - - 213 125.0 - - - - 67.0 - - - 20 121.0 - - - - 60.9 - - - ` 21 121.0 - - - - 49.6 - - - 22 121.0 - - - - 44.7 - - - 23 121.0 - - - - 43.9 - - - _ 24 121.0 - - - - 43.1 - - - 25 121.0 - - - - 42.5 - - - .26 121.0 - - - - 41.6 - - - '27 121.0 - - - - 39.3 - - - 28 121.0 K= 8.10 32.6 46.2 29 121.0 K= 8.10 31.1 45.2 30 121.0 K= 5.60 39.1 35.0 31 121.0 - - - - 40.3 - - - 32 121.0 - - - - 39.4 - - - 33 121.0 - - - - 38.8 - - - 34 121.0 - - - - 38.7 - - - 35 121.0 - - - - 38.4 - - - 36 121.0 - - - - 38.4 - - - 37 121.0 K= 8.10 32.3 46.0 38 121.0 K= 8.10 31.0 45.1 39 121.0 - -- - - 39.4 - - - 40 121.0 - - - - 39.4 - - - 41 121.0 - - - - 38.4 - - rages z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date,: .04/25/.1995 • ' 30B TITLE: PARGON TYPICAL FLOOR %41 PIPE DATA PIPE TAG 0(GPM) DIA(IN') LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 217„5 6.290 PL 100.00 PF 0.2 _ 1 3.0 SRCE 26.9 (N/A) 2.2 140 FTG TG PE 2.6 " 2 -3.0 0.0 29.4 0.0 0.001 TL 125.27 PV 0.0 Pipe: 2 217.6 6.290 PL 6.00 PF 0.0 2 --3.0 0.0 29.4 0.0 2.2 140 FTG E PE --2.6 BFI 3.0 0.0 26.7 0.0 0.001 TL 17.97 PV 0.0 Pipe: 3 FIXED PRESSURE LOSS DEVICE BFI 3.0 0.0 26.7 0.0 5.0 psi, 217.6 gpm, BFO 3.0 0„0 21.7 0.0 Pipe: 3A 217.6 6.290 PL 6.00 PF 0.0 BFO 3.0 0.0. 21.7 0.0 2.2 140 FTG E PE 2.6 3 -3.0 0.0 24.3 0.0 0.001 TL 17.97 PV 0.0 Pipe: 38 217.6 6.290 PL 90.00 PF 0.1 3 -3.0 0.0 24.3 0.0 2.2 140 FTG EG PE 0.0 4 -3.0 0.0 24„2 0.0 0.001 TL 103.30 PV 0.0 Pipe: 4 217.6 6.357 PL 11.00 PF 0.0 4 -3.0 0.0 24.2 0.0 2.2 120 FTG 2E PE -4.8 5 8.0 0.0 19.4 0.0 0.002 TL 29.00 PV 0.0 Pipe: 5 217.6 6„357 PL 66.00 PF 0.2 5 8.0 0.0 19.4 0.0 2.2 120 FTG 3EG PE 2.6 6 2.0 0.0 21.8 0.0 0.002 TL 94.00 PV 0.0 Pipe: 6 FIRE PUMP Rating: 750.0 gpm @ 100.0 psi 6 2.0 0.0 21.8 0.0 Avail.: 217.6 gpm @ 100.0 psi 7 2.0 0.0 122.5 0.0 Req'd.: 217.6 gpm @ 100.0 psi Pipe: 7 217.6 6.357 PL 15„00 PF 0.1 7 2.0 0.0 122.5 0.0 2.2 120 FTG 3ECG PE -2.6 8 8.0 0.0 119.8 0.0 0.002 TL 63.00 PV 0.0 Pipe: 8 0.0 4.260 PL 12.00 PF 0.0 8 8.0 0.0 119.8 0.0 0.0 120 FTG ETG PE 0.0 9 8.0 0.0 119.8 0.0 0.000 TL 40.00 PV 0.0 Pipe: 9 217.6 4.260 PL 35.00 PF 0.7 8 8.0 0.0 119.8 0.0 4.9 120 FTG ETG PE 0.0 10 8.0 0.0 119.1 0.0 0.012 TL 63.00 PV 0.2 Pipe: 10 0.2 4.260 PL 10.75 PF 0.0 9 8.0 0.0 119„8 0.0 0.0 120 FTG F_ PE -5.3 101 20.2 0.0 114.5 0.0 0.000 TL 19.75 PV 0„.0 Pipe: 11 -0.2 4„260 PL 10.00 PF 0.0 101 20.2 0.0 114.5 0.0 0.0 120 FTG 3E PE -4.3 102 30.2 0.0 110.2 0.0 0.000 TL 37.00 PV 0.0 0I'KIIVt%I._t_K :jTb I LM t'1YVNRUL_I INfIL.Y:jIZ:i Page 4 D,ate_: , 04/25/1995 JOB TITLE: PARGON TYPICAL FLOOR PIPE DATA (oont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 12 -0.2 4.260 PL 8.60 PF 0.0 102 30.2 0.0 110.2 0.0 0.0 120 FTG ---- PE -3.7 103 38.8 0.0 106.5 0.0 0.000 TL 8.60 PV 0.0 ' Pipe: 13 0.4 4.260 PL 8.70 PF 0.0 103 38.8 0.0 106.5 0.0 0.0 120 FTG ---- PE -3.7 104 47.3 0.0 102.8 0.0 0.000 TL 8.70 PV 0.0 - Pipe: 14 -0.4 4.260 PL 8.70 PF 0.0 104 47.3 0.0 102.8 0.0 0.0 120 FTG ---- PE -3.8 105 56.0 0.0 99.0 0.0 0.000 TL 8.70 PV 0.0 Pipe: 15 0,4 4.260 PL 8.70 PF 0.0 105 56.0 0.0 99.0 0.0 0.0 120 FTG ---- PE. -3.7 106 64.5 0.0 95.3 0.0 0.000 TL 8.70 PV 0.0 Pipe: 16 -0.1 4.260 PL 8.70 PF 0.0 106 64.5 0.0 95.3 0.0 0.0 120 FTG ---- PE -3.8 107 73.2 0.0 91.6 0.0 0.000 TL 8.70 PV 0.0 Pipe: 17 0.1 4.260 PL 8.70 PF 0.0 107 73.2 0.0 91.6 0.0 0.0 1.20 FTG ---- PE -4.1 108 82.6 0.0 87.5 0.0 0.00.0 TL 8.70 PV 0.0 Pipe: 18 -0.3 4.260 PL 9.70 PF 0.0 108 82.6 0.0 87.5 0.0 0.0 120 FTG ---- PE -4.2 109 92.2 0.0 83.3 0.0 0.000 TL 9.70 PV 0.0 Pipe: 19 0.4 4.260 PL. 9.70 PF 0.0 109 92.2 0.0 83.3 0.0 0.0 120 FTG ---- PE -4.2 110 101.8 0.0 79.2 0.0 0..000 TL 9.70 PV 0.0 Pipe: 20 -0.3 4.260 PL 9.70 PF 0.0 110 101.8 0.0 79.2 0.0 0.0 120 FTG ---- PE -4.2 ill 111.5 0.0 75.0 0.0 0.000 TL 9.70 PV 0.0 Pipe: 21 0.1 4.260 PL 9.70 PF 0.0 ill 111.5 0.0 75.0 0.0 0.0 120 FTG ----' PE -4.1 112 121.0 0.0 70.9 0.0 0.000 TL 9.70 PV 0.0 Pipe: 22 -0.2 4.260 PL 4.00 PF 0.0 112 121.0 0.0 70.9 0.0 0.0 120 FTG E PE -1.7 113 125.0 0.0 69.1 0.0 0.000 TL 13.00 PV 0.0 ' Pipe: 23 217.6 4.260 PL 10.70 PF 0.2 10 8.0 0.0 119.1 0.0 4.9 1.20 FTG E PE -5.3 201 20.2 0.0 113.6 0.0 0.012 TL 19.70 PV 0.2 Pipe: 24 217.6 4.260 PL 10.00 PF 0.1 201 20.2 0.0 113.6 0.0 4.9 120 FTG ---- PE -5.2 202 32.1 0.0 108.3 0.0 0.012 TL 10.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Pate:. 04/25/ 1995 JOB TITLE: PARDON TYPICAL FLOOR � PIPE DATA (oont.) PIPE TAG Q(GPM) DIA(IN).LENGTH PRESS. END ELEV. NOZ. P•f DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 25 217.6 4.260 PL 8.70 PF .0.1 _ 202 32.1 0.0 108.3 0.0 4.9 120 FTG ---- PE -2.9 203 38.7 0.0 1.05.3 0.0 0.012 TL 8.70 PV 0.2 Pipe: 26 217.6 4.260 PL 8.70 PF 0.1 203 38.7 0.0 105.3 0.0 4.9 120 FTG ---- PE -3.7 204 47.3 0.0 101.5 0.0 0.012 TL 8.70 PV 0.2 Pipe: 27 217.6 4.260 PL 8.70 PF 0.1 204 47.3 0.0 101.51 0.0 4.9 120 FTG ---- PE -3.7 205 55.8 0.0 97.7 0.0 0.012 TL 8.70 PV 0.2 Pipe: 28 217.6 4.260 PL 8.70 PF 0.1 205 55.8 0.0 97.7 0.0 4.9 120 FTG ---- PE -3.8 206 64.5 0.0 93.8 0.0 0.012 TL 8.70 PV 0.2 Pipe: 29 217.6 4.260 PL 8.70 PF 0.1 206 64.5 0.0 93.8 0.0 4.9 120 FTG ---- PE -3.7 207 73.1 0.0 90.0 0.0 0.012 TL 8.70 PV 0.2 " Pipe: 30 217.6 4.260 PL 8.70 PF 0.1 207 73.1 0.0 90.0 0.0 4.9 120 FTG ---- PE -4.1 208 82.6 0.0 85.8 0.0 0.012 TL 8.70 PV 0.2 Pipe: 31 217.6 4.260 PL 9.70 PF 0.1 208 82.6 0.0 85.8 0.0 4.9 120 FTG ---- PE -4.2 209 92.2 0.0 81.5 0.0 0.012 TL 9.70 PV 0.2 Pipe: 32 217.6 4.260 PL 9.70 PF 0.1 209 92.2 0.0 81.5 0.0 4.9 120 FTG ---- PE -4.2 210 101.8 0.0 77.3 0.0 0.012 TL 9.70 PV 0.2 Pipe: 33 217.6 4.260 PL 9.70 PF 0.1 210 101.8 0.0 77.3 0.0 4.9 120 FTG ---- PE -4.2 211 111.5 0.0 72.9 0.0 0.012 TL 9.70 PV 0.2 Pipe: 34 217.6 4.260 PL 9.70 PF 0.1 211 111..5 0.0 72.9 0.0 4.9 120 FTG ---- PE -4.1 212 121.0 0.0 68.7 0.0 0.012 TL 9.70 PV 0.2 Pipe: 35 0.3 4.260 PL 4.00 PF 0.0 212 121.0 0.0 68.7 0.0 0.0 120 FTG E PE -1.7 213 125.0 0.0 67.0 0.0 0.000 TL 13.00 PV 0.0 ' Pipe: 36 217.6 2.154 PL 5.00 PF 7.8 212 121.0 0.0 68.7 0.0 19.2 120 FTG ETG PE 0.0 20 121.0 0.0 60.9 0.0 0.324 TL 24.00 PV 2.5 Pipe: 37 217.6 2.154 PL 17.00 PF 11.3 20 121.0 0.0 60.9 0.0 19.2 120 FTG ET PE 0.0 21 121.0 0.0 49.6 0.0 0.324 TL 35.00 PV 2..5 ornj-n^L-cx o,o'cn n,uMr^uL-L^ nnnL-,olo r,tlgel o Date:^ 04/25/1995 ^ �OBTITLE: PARGON TYPICAL FLOOR PIPE DATA /ount'\ PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT). 8UM' NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 38 217'6 2'154 PL 3.00 PF 4.9 ^ 21 121'0 0.0 49'6 0.0 19'2 120 FTG T PE O'O ^ 22 121'0 0.0 44'7 O'U 0'324 TL 15.00 PV 2.5 ' Pipe: 39 126.4 2'154 PL 7'00 PF 0.8 22 121'0 0.0 44.7 0.0 11.1 120 FTG ---- PE O'O 23 121'0 0.0 43'9 0'0 0.119 TL 7'00 PV 0'8 ' ` Pipe; 40 91'4 2'154 PL 13.00 PF 0.8 23 121'0 0.0 43.9 0.0 8.1 120 FTG ---- PE 0'0 24 121'0 O'O 43.1 0.0 0.065 TL 13.00 PV 0'4 Pipe: 41 46.2 1.687 PL 10.00 PF 0'6 :�4 121.0 0.0 43.1 0.0 8.6 120 FTG ---- PE 0.0 25 121'0 0'0 42.5 0.0 0'061 TL 10'00 PV 0'3 Pipe: 42 48.2 1'687 PL 5.00 PF 0'9 ' 25 121'0 0'0 42.5 0.0 8.6 120 FTG T PE 0.0. 26 121.0 0.0 41.8 0.0 0'061 TL 15.00 PV 0'3 ^ Pipe: 43 46'2 1.452 PL 10.00 PF 2.3 26 121.0 0.0 41'6 0.0 9.0 120 FTG 2E PE O'O 27 121'0 0.0 39'3 0'0 0.126 TL 18.00 PV O'5 Pipe: 44 46'2 1'104 PL 5'00 PF 6'7 27 121.0 O'O 39'3 0'0 1s.S 120 FTG 3E PE 0.0 28 121.0 8'1 32'6 46.2 0.478 TL 14'00 PV 1.6 Pipe: 45 45'2 1'104 PL 17'00 PF 11'9 24 121.0 0.0 43.1 0.0 1S'2 120 FTG ET PE O'O 29 121'0 8'1 31.1 45'2 0'459 TL 26'00 PV 1.6 Pipe: 46 35'0 1'104 PL 8'00 PF 4.9 23 121'0 O'O 43'9 0.0 11.7 120 FTG ET PE 0'0 30 131'0 5.6 39'1 35.0 0'286 TL 17'00 PV 0.9 Pipe: 47 91'1 1'687 PL 11'00 PF 4'5 22 121'0 0'0 44'7 0.0 13'1 120 FTG 2E PE 0.0 31 121.0 O'O 40'3 0'0 0'213 TL 21'00 PV 1'2 Pipe: 48 91.1 1.687 PL 4'00 PF 0'9 31 121'0 O'D 40.3 0.0 13.1 120 FTG ---- PE 0.0 32 121.0 0.0 39.4 0'0 0'213 TL 4.00 PV 1.2 ' Pipe: 49 " 91.1 1.687 PL 3'00 PF 0'6 ' 32 121.0 0.0 39'4 0.0 13.1 120 FTG ---- PE ' 0.0 33 121.0 O'D 38.8 0.0 0.213 TL 3'00 PV 1'2 ' Pipe: 50 46.0 1'687 PL 2.00 PF 0.1 33 121.0 O'O 38.8 O'O 6'6 120 FTG ---- PE 0.0 _ 34 ' ~ ' 121'0 0.0 38.7 0.0 0.060 TL 2'00 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 ,Date:,, 04/25/199-5 JOB TITLE: PARGON TYPICAL FLOOR PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS„ END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 51 46.0 1.687 PL 4.00 PF 0.2 ' 34 121.0 0.0 38.7 0.0 6.6 120 FTG ---- PE 0.0 35 121.0 0.0 38.4 0.0 0.060 TL 4.00 PV 0.3 Pipe: 52 0.0 1.104 PL 2.00 PF 0.0 ` 35 121.0 0.0 38.4 0.0 0.0 120 FTG T PE 0.0 36 121.0 0.0 38„4 0.0 0„000 TL 8.00 PV 0.0 - Pipe: 53 0.0 1.104 PL 4„00 PF 0.0 36 121„0 0.0 38.4 0.0 0.0 120 FTG ET PE 0.0 41 121.0 0.0 38.4 0.0 0.000 TL 13.00 PV 0.0 Pipe: 54 46.0 1.104 PL 7.00 PF 6.2 35 121.0 0.0 38.4 0.0 15.4 120 FTG T PE 0.0 37 121.0 8.1 32.3 46.0 0.474 TL 13.00 PV 1.6 Pipe: 55 45„1 1.104 PL 8.00 PF 7.8 33 121.0 0„0 38.8 0.0 15.1 120 FTG ET PE 0.0 38 121.0 8.1 31.0 45.1 0.457 TL 17.00 PV 1.5 ' Pipe: 56 0.0 1.104 PL 13.00 PF 0.0 32 121.0 0.0 39.4 0.0 0.0 120 FTG T PE 0.0 39 121.0 0.0 39.4 0.0 0.000 TL 19.00 PV 0.0 Pipe: 57 0.0 1.104 PL 2.00 PF 0„0 39 121.0 0.0 39.4 0.0 0.0 .120 FTG T PE 0.0 40 121.0 0.0 39.4 0.0 0.000 TL 8.00 PV 0.0 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 01325X granted by H'RS Systems, Inc, 2193 Ranohwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.182 gpm. (3) Velocity pressures are printed for in -Formation only, and are not used in balancing the system. Maximum water velocity is 19.2 ft/sec at pipe 37„ :iWHINKLE H SYSTE N HYDRAULIC .ANALYSIS Pagp 8 Y ,Date; 04/25/1995 JOB TITLE: PARGON TYPICAL FLOOR (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: C MATERIAL: XL HWC: 120 Diameter Equivalent Fitting Lengthy in Feet - (in) E T L C B G A D - Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly - 1.104 3.00 6.00 3.00 6.00 8.00 1.00 13.00 13.00 ` 1.452 4.00 8.00 3.00 9.00 8.00 1.00 13.00 13.00 1.687 5.00 10.00 3.00 11.00 8.00 1.00 13.00 13.00 2.154 6.00 12.00 4.00 13.00 7.00 1.00 12.00 12.00 Z3PHiNKLEH SYSTEM HYDRAULIC ANALYSIS �Da,te 04/2.5/19S.S JOB' TITLE: PARGON TYPICAL FLOOR WATER SUPPLY CURVE Page: 9 60+ I I 55+ i 50*\\\ i 0 rrr rrr v rrr 45+ rrr I rrr I rrr I rrr P.40+ * <-40.0 psi @ 1200 gpm R ; Flow Test Point E ' I S ' S 35+ U ' R ' 1 E ' 30+ C 1 P ; X S ' 125+ I I 20+ I 1.5+ I I I I 10+ LEGEND " I I X = Required Water Supply 26.93 psi @ 317.5 gpm 5+ 0 = Available Water Supply 49.15 psi @ 317.5 gpm I 0------------------------- q---------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) GRINNELL FIRE PROTECTION SYSTEMS CO, INC 2700 WEST 81st STREET ' HIALEAH, FL 33016-2732 ' HYDRAULIC CALCULATIONS ' ~ FOR PARGON <PARKING AREA FILE NUMBER: PAR8ON2 O4-25-95 -DESIGN DATA- OODUPANOY CLASSIFICATION: ORDINARY HAZARD GR. l DENSITY: .15 GPM/SQ. FT. AREA OF APPLICATION. lSOO SQ. FT. COVERAGE PER SPRINKLER: 90 8Q. FT. NUMBER OF SPRINKLERS CALCULATED: 16 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED: 275.9 GPM TOTAL WATER REQUIRED (including hose): 525.9 8pm FLOW AND PRESSURE (@ 8OR): 375'9GPM @ 138.7PSI SPRINKLER ORIFICE SIZE: 1/2 INCH NAME OF CONTRACTOR: PHILIP STEEL DESIGN/LAYOUT BY: BILL VAN HAUTE AUTHORITY HAVING JURISDICTION: ST. LUOIE COUNTY , CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4 O1325X ) _ HRG SYSTEMS, INC. _ ATLANTA, GA ,. SPRINKLER SYSTEM HYDRAULIC ANALYSIS �. Page T Dater 04/25/1995 PARGON2 JOB TITLE: PARDON PARKING AREA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REW D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) ' 1 50.0 40.0 1200.0 47.8 525.9 44.2 AGGREGATE FLOW ANALYSIS: 'TOTAL FLOW AT SOURCE 525.9 GPM ' TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 275.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 3.0 SOURCE 44.2 375.9 2 -3.0 - - - - 46.4 - - - BFI 3.0 - - - 7. 43.7 - - - BFO 3.0 - - - - 38.7 - - - 3 -3.0 - - - - 41.3 - - - 4 -3.0 - - - - 40.9 - - - 5 8.0 - - - - 36.0 - - - 6 2.0 - - - - 38.2 - - - 7 2.0 - - - - 138.7 - - - 8 8.0 - -- - - 135.8 - - - 9 8.0 HOSE STREAM 134.5 100.0 101 20.2 - - - - 128.8 - - - 20 22.0 - - - - 117.5 - - - 21 22.0 - - - - 93.'4 - - - 22 22.0 - - - - 80.3 - - 23 22.0 - - - - 50.3 - - - 24 22.0 - - - - 19.8 - - - 25 22.0 - - - - 12.8 - - - 26 22.0 - - - - 10.8 - - - 27 22.0 - - - - 10.8 - - - 28 22.0 - - - - 11.1 - - - 29 22.0 - - - - 13.6 - - - 30 22.0 - - - - 15.9 - - - 31 22.0 -- - - - 20.8 - - -- 32 22.0 - -- - - 33.4 - - - 33 22.0 - -- - - 49.5 - - - • 34 22.0 - - - - 19.8 - - - 35 22.0 - - - - 19.8 - - - 36 22.0 K= 5.60 11.9 19.3 ' 37 22.0 K= 5.60 11.5 19.0 •38 22.0 - - - - 11.5 - - - 39 22.0 . - - - - 11.5 - - - 40 22.0 - - - - 11.5 - - - 41 22.0 K= 5.60 10.2 17.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page Date: 04/25/1995 JOB TITLE: PARGON PARKING AREA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (ET) (PSI) (GPM) 42 22.0 K= 5.60 9.5 17.3 43 22.0 K= 5.60 9.5 17.2 44 22.0 - - - - 9.1 - - - 45 22.0 K= 5.60 7.6 15.4 " 46 22.0 K= 5.60 7.2 15.0 . 47 22.0 K= 5.60 7.5 15.4 ` 48 22.0 K= 5.60 7.0 14.8 49 22.0 - - - - 9.7 - - - 50 22.0 - - - - 9.7 - - - _ 51 22.0 K= 5.60 9.2 17.0 52 22.0 K= 5.60 9.0 16.8 53 22.0 K= 5.60 10.9 18.5 54 22.0 - - - - 10.9 - - - 55 22.0 - - - - 10.9 - - - 56 22.0 - - - - 10.9 - - - 57 22.0 K= 5.60 7.8 15.6 58 22.0 K= 5.60 7.2 15.0 59 22.0 K= 5.60 12.9 20.1 60 22.0 K= 5.60 15.1 21.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS ° Page ` . Date: 04/25/1995 ' ^ JOB TITLE: PARGON PARKING AREA PIPE DATA ' PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(0) (FT) SUM' NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) ' Pipe: 1 375'9 6.290 PL 100'00 PF 0'5 °l 3.0 8R0E 44'2 (N/A) 3'9 140 FTG TG PE 2'6 2 -3'0 0.0 46.4 0.0 0.004 TL 125.27 PV 0.1 ' ' ~ Pipe: 2 375'9 6.290 PL 6.00 PF 0.1 2 -3.0 0.0 46-4 O'O 3.9 140 FTG E PE -2'6 8FI ' 3'0 0.0 43'7 0.0 0'004 TL 17.97 PV 0.1 ' Pipe: 3 FIXED PRESSURE LOSS DEVICE BFI 3'0 0.0 43'7 0'0 5.0 psi, 376.9 gpm 8FO 3'0 O'O 38.7 0.0 Pipe: 3A 375'9 6.290 PL 6.00 PF 0'1 BFO 3.0 0.0 38'7 0.0 3'9 140 FTG E PE 2.6 3 -3'0 0.0 41'3 0'0 0'004 TL 17'97 PV 0.1 ' Pipe: 38 375'9 6.290 PL 90.00 PF 0'4 3 -3'0 0'0 41'3 0.0 3'9 140 FTG E8 PE 0.0 4 -3.0 O'O 40.9 O'O 0.004 TL 103'30 PV 0.1 ' Pipe: 4 375'9 8.357 PL 11.00 PF 0'1 4 -3.0 0.0 40.9 O-O 3'8 120 FTG 2E PE -4'8 5 8.0 O�O 36'0 O'O 0'005 TL 29'00 PV 0.1 Pipe: 5 375.9 6.357 PL 66.00 PF 0'4 6 8.0 0.0 36.0 0'0 3.8 120 FTG 3EG PE 2'6 6 2'0 0'0 38'2 O'O 0.005 TL 94'00 PV 0.1 Pipe: 6 FIRE PUMP Rating: 750.0 gpm @ 100.0 psi 6 2.0 0.0 38'2 0.0 Avail': 376.9 gpm @ 100.0 psi 7 2.0 0.0 138.7 0'0 Req`d.: 375.9 gpm @ 100'0 psi Pipe: 7 375.9 6.357 PL 15.00 PF 0'3 7 2.0 0.0 138.7 0.0 3'8 120 FTG 3EOQ PE -2'6 8 8.0 D'O 135.8 0.0 0.005 TL 63.00 PV 0.1 Pipe: 8 375.9 4'260 PL 12'00 PF 1.3 8 8.0 0.0 135.8 0.0 8.6 120 FTG ETG PE 0'0 - ' 9 8'0 H.S. 134'5 100.0 0.032 TL 40.00 PV 0'6 Pipe: lO 275.9 4'260 PL 10.75 PF 0'4 9 8.0. H.S. 134.5 100.0 6.2 120 FTG E PE -5.3 101 20.2 0.0 128'8 0.0 0.018 TL 19.75 PV 0.3 ' Pipe: 11 275.9 2'154 PL 2.00 PF 10'6 101 20.2 0'0 128.8 O'O 24.3 120 FTG ETQ PE -0'8 / / ' 20 22.0 0.0 117.5 0.0 0.503 TL 21.00 PV 4.0 Pipe: 12 275.9 2.154 PL 36.00 PF 24.1 ' 20 22.0 0.0 117.5 0'0 24'3 120 FTG 2E PE _21 22.0 0.0 93'4 0.0 0.503 TL 48.00 PV ' ' - ``` • ; '" C , 'SPRINKLER SY STEM HYDRAULIC ANALYSIS Page Q• Date: 04/25/1995 J08 TITLE: PARGON PARKING AREA PIPE DATA (oont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./F'T (PSI) Pipe: 13 139.6 1.687 PL 18.00 PF 13.1 • 21 22.0 0.0 93.4 0.0 20.0 120 FTG T PE 0.0 22 22.0 0.0 80.3 0.0 0.469 TL 28.00 PV 2.7 Pipe: 14 139.6 1.687 PL 54.00 PF 30.0 22 22.0 0.0 80.3 0.0 20.0 120 FTG T PE 0.0 23 22.0 0.0 50.3 0.0 0.469 TL 64.00 PV 2.7 Pipe: 15 139.6 1.687 PL 55.00 PF 30.5 23 22.0 0.0 50.3 0.0 20.0 120 FTG T PE 0.0 24 22.0 0.0 19.8 0.0 0.469 TL 65.00 PV 2.7 Pipe: 16 139.6 1.687 PL 15.00 PF 7.0 24 22.0 0.0 19.8 0.0 20.0 120 FTG ---- PE 0.0 25 22.0 0.0 12.8 0.0 0.469 TL 15.00 PV 2.7 - Pipe: 17 66.2 1.687 PL 17.00 PF 2.0 25 22.0 0.0 .12.8 0.0 9.5 120 FTG ---- PE 0.0 26 22.0 0.0 10.8 0.0 0.118 TL 17.00 PV 0.6 Pipe: 18 -11.6 1.687 PL 8.00 PF 0.0 26 22.0 0.0 10.8 0.0 1.7 120 FTG ---- PE 0.0 27 22.0 0.0 10.8 0.0 0.005 TL 8.00 PV 0.0 Pipe: 19 -45.3 1.687 PL 5.00 PF 0.3 27 22.0 0.0 10.8 0.0 6.5 120 FTG ---- PE 0.0 28 22.0 0.0 11.1 0.0 0.058 TL 5.00 PV 0.3 Pipe: 20 -94.4 1.687 PL 6.00 PF 2.5 28 22.0 0.0 11.1 0.0 13.6 120 FTG E PE 0.0 29 22.0 0.0 13.6 0.0 0.227 TL 11.00 PV 1.2 Pipe: 21 -114.6 1.687 PL 7.00 PF 2.3 29 22.0 0.0 13.6 0.0 16.4 120 FTG ---- PE 0.0 30 22.0 0.0 15.9 0.0 0.325 TL 7.00 PV 1.8 Pipe: 22 -136.3 1.687 PL 6.00 PF 4.9 30 22.0 0.0 15.9 0.0 19.6 120 FTG E PE 0.0 31 22.0 0.0 20.8 0.0 0.448 TL 11.00 PV 2.6 Pipe: 23 -136.3 1.687 PL 18.00 PF 12.5 31 22.0 0.0 20.8 0.0 19.6 120 FTG T PE 0.0 32 22.0 0..0 33.4 0.0 0.448 TL 28.00 PV 2.6 Pipe: 24 -136.3 1.687 PL 26.00 PF 16.1 32 22.0 0.0 33.4 0.0 19.6 120 FTG T PE 0.0 33 22.0 0.0 49.5 0.0 0.448 TL 36.00 PV 2.6 Pipe: 25 -136.3 1.687 PL 88.00 PF 43.9 33 22.0 0.0 49.5 0.0 19.6 120 FTG T PE 0.0 21 22.0 0.0 93.4 0.0 0.448 TL 98.00 PV 2.6 •` ,, bPRINKLER SYSTEM HYDRAULIC ANALYSIS Page Date: 04/25/1995 JOB TITLE: PARGON PARKING AREA PIPE DATA (cunt.) PIPE TAG 0(GPM) DIA(IN) LENGTH, PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 26 0.0 1.104 PL 2.00 PF 0.0 24 22.0 0.0 19.8 0.0 0.0 120 FTG, T PE 0.0 _ 34 22.0 0.0 19.8 0.0 0.000 TL 8.00 PV 0.0 Pipe: 27 0.0 1.104 PL 18.00 PF 0.0 34 22.0 0.0 19.8 0.0 0.0 120 FTG E PE 0.0 3.5 22.0 0.0 19„8 0.0 0.000 TL 21.00 PV 0.0 Pipe: 28 38.3 1.452 PL 2.00 PF 0.9 25 22.0 0.0 12.8 0.0 7.4 120 FTG T PE 0.0 36 22.0 5.6 11.9 19.3 0.089 TL 10.00 PV 0.4 Pipe: 29 19.0 1.452 PL 10.00 PF 0.4 36 22.0 5.6 11.9 19.3 3.7 120 FTG 2E PE 0.0 37 22.0 5.6 11.5 19.0 0.024 TL 18.00 PV 0.1 Pipe: 30 0.0 1.104 PL 7.00 PF 0.0 37 22.0 5.6 ll.5 19.0 0.0 120 FTG ---- PE 0.0 38 22.0 0.0 ll.5 0.0 0.000 TL 7.00 PV 0.0 Pipe; 31 0.0 1.104 PL 6.00 PF 0.0 38 22.0 0.0 ll.5 0.0 0.0 120 FTG E PE 0.0 39 22.0 0.0 11.5 0.0 0.000 TL 9.00 PV 0.0 Pipe: 32 0.0 1.104 PL 3.00 PF 0.0 38 22.0 0.0 ll.5 0.0 0.0 120 FTG T PE 0.0 40 22.0 0.0 ll.5 0.0 0.000 TL 9.00 PV 0.0 Pipe: 33 35.1 1.104 PL 9.00 PF 2.6 25 22.0 0.0 12.8 0.0 11.8 120 FTG ---- PE 0.0 41 22.0 5.6 10.2 17.9 0.288 TL 9.00 PV 0.9 Pipe: 34 1.7.3 1.104 PL. 9.00 PF 0.7 41 22.0 5.6 10.2 17.9 5.8 120 FTG ---- PE 0.0 42 22.0 5.6 9.5 17.3 0.077 TL 9.00 PV 0.2 Pipe: 35 47.6 1.452 PL 2.00 PF 1.3 26 22.0 0.0 10.8 0.0 9.2 120 FTG T PE 0.0 43 22.0 5.6 9.5 17.2 0.133 TL 10.00 PV O.6 Pipe: 36 30.4 1.452 PL 6.00 PF 0.3 43 22.0 5.6 9.5 17.2 5.9 120 FTG ---- PE 0.0 44 22.0 0.0 9.1 0.0 0.058 TL 6.00 PV 0.2 Pipe: 37 30.4 1.104 PL 1.00 PF 1.5 44 22.0 0.0 9.1 0.0 10.2 120 FTG T PE 0.0 45 22.0 5.6 7.6 1.5.4 0.220 TL 7.00 PV 0.7 Pipe: 38 15.0 1..104 PL 6.00 PF 0.4 4.5 22.0 5.6 7.6 15.4 5.0 120 FTG ---- PE 0.0 46 22.0 5.6 7.2 15.0 0.060 TL 6.00 PV 0.2 - - } -SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6.• Date:' 04/25/1995 JOB TITLE: PARGON PARKING AREA PIPE DATA (oont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) - Pipe: 39 30.2 1..104 PL 9.00 PF 3.3 26 22.0 0.0 10.8 0.0 10.1 120 FTG T PE 0.0 47 22.0 5.6 7.5 15.4 0.217 TL 15.00 PV 0.7 - Pipe: 40 14.8 1.104 PL 9.00 PF 0.5 47 22.0 5.6 7.5 15.4 5.0 120 FTG ---- PE 0.0 48 22.0 5.6 7.0 14.8 0.058 TL 9.00 PV 0.2 Pipe: 41 33.7 1.452 PL 8.00 PF 1.1 27 22.0 0.0 10.8 0.0 6.5 120 FTG T PE 0.0 49 22.0 0.0 9.7 0.0 0.070 TL 16.00 PV 0.3 Pipe: 42 0.0 1.104 PL 8.00 PF 0.0 49 22.0 0.0 9.7 0.0 0.0 120 FTG E PE 0.0 50 22.0 0.0 9.7 0.0 0.000 TL 11.00 PV 0.0 Pipe: 43 17.0 1.104 PL 1.00 PF 0.5 49 22.0 0.0 9.7 0.0 5.7 120 FTG T PE 0.0 51 22.0 5.6 9.2 17.0 0.075 TL 7.00 PV 0.2 Pipe: 44 16.8 1.104 PL 4.00 PF 0.7 49 22.0 0.0 9.7 0.0 5.6 120 FTG T PE 0.0 52 22.0 5.6 9.0 16.8 0.073 TL .10.00 PV 0.2 Pipe: 45 18.5 1.452 PL 2.00 PF 0.2 28 22.0 0.0 11.1 0.0 3.6 120 FTG T PE 0.0 53 22.0 5.6 1.0.9 18.5 0.023 TL 10.00 PV 0.1 Pipe: 46 0.0 1.104 PL 18.00 PF 0.0 53 22.0 5.6 10.9 18.5 0.0 120 FTG ---- PE 0.0 54 22.0 0.0 10.9 0.0 0.000 TL 18.00 PV 0.0 Pipe: 47 0.0 1.104 PL 4.00 PF 0.0 54 22.0 0.0 10.9 0.0 0.0 120 FTG T PE 0.0 55 22.0 0.0 10.9 0.0 0.000 TL 10.00 PV 0.0 Pipe: 48 0.0 1.104 PL 5.00 PF 0.0 54 22.0 0.0 10.9 0.0 0.0 120 FTG T PE 0.0 56 22.0 0.0 10.9 0.0 0.000 TL 11.00 PV 0.0 Pipe: 49 30.6 1.104 PL 9.00 PF 3.4 28 22.0 0.0 11.1 0.-0 10.3 120 FTG T PE 0.0 57 22.0 5.6 7.8 .15.6 0.223 TL 15.00 PV 0.7 Pipe: 50 15.0 1.104 PL 9.00 PF 0.5 57 22.0 5.6 7.8 15.6 5.0 120 FTG ---- PE 0.0 '. .58 22.0 5.6 7.2 15.0 0.060 TL 9.00 PV 0.2 Pipe: 51 20.1 1.104 PL 1.00 PF 0.7 29 22.0 0.0 13.6 0.0 6.7 120 FTG T PE 0.0 59 22.0 5.6 12.9 20.1 0.102 TL 7.00 PV 0.3 :SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 Date':� 104/25/-1995 ` JOB TITLE: PARDON PARKING AREA PIPE DATA (cant.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) - Pipe: 52 21.7 1.104 PL 1.00 PF 0.8 ,30 22.0 0.0 15.9 0.0 7.3 120 FTG T PE 0.0 60 22.0 5.6 15.1 21.7 0.118 TL 7.00 PV 0.4 NOTES: (1) Calculations were performed by the HASS 5.8.0 computer program under license no. 4 C1325X granted by HRS Systems, Inc. 2193 Ranohwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.056 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 24.3 ft/sec at pipe 11. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: C MATERIAL: XL HWC: 120 Diameter Equivalent Fitting Lengths in Feet '(in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmOhk DPVly 1.104 3.00 6.00 3.00 6.00 8.00 1.00 13.00 13.00 1:452 4.00 8.00 3.00 9.00 8.00 1.00 13.00 13.00 1.687 5.00 10.00 3.00 11.00 8.00 1.00 13.00 13.00 2.154 6.00 12.00 4.00 13.00 7.00 1.00 12.00 12.00 4 "t yA) "SPRINKLER SYSTEM HYDRAULIC ANALYSIS Pa e 8 Date: 04/25/,995 ` { JOB TITLE: PARDON PARKING AREA WATER SUPPLY CURVE 60+ i 50*rrr : rrr 0 rrr r11 451- rrr X rrr rrr rrr P 40+ * <-40.0 psi @ 1200 gpm R i Flow Test Point E ' S S 3.5+ U ' R ' E 30+ P ' S ' 125- 20+ 15+ 10+ LEGEND " X = Required.Water Supply 44.25 psi @ 525.9 gpm " 5+ " 0 = Available Water Supply " 47.83 psi @ 525.9 gpm " 04---+---+_-__+____-+__--__+_--__-_-+__-___--+-----__-_+_______--__+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 1�23.42'CrtE�'a5+.�2eo) IG24. 2 1410E - IF✓� 0 CONcRETF l MONUMEN T i,1oTE AYP¢O11 Y1 hT LEN ����y� �s ca�se,a�e P0.LnS ., -1 mWe® l�I y 24'1' PINE iB"" PINE SEAS CLUSTER SEA CLUSTER SEAS CLUSTER II= BE PALM GE PALM GE PALM 'CABBAGE PALM CABBAGE PALM `<CABBAGE PALM AGE PALM BE PALM �'� GE PALM 12"' BE PALM SEA CLUSTER to...' CSBASE PALM SEA GRAPE CLUSTER �• 12' CABBAGE PALM " GE PALM E PALM PALM GE PALM CLUSTER, BE PALM PALM E PALM E PALM SEA GRAPE CLUB 'r 15" CABBAGE 3 ." R 2t t , o� N � � fouNO 'FS /ROrt/ �� 35 voo w/C4,o-4B4z98 ti" �9 h t VI N�QQ4 � CnA A153-0.6 'OZ // — /B38 is ' 0� /ko � N33°4¢ 07 E o P( ` �� N20•/O 's4 'E S70'ry oo'C v7S SL 'z¢ ,V32°Z/'5"9..w I� S77 `o3 'OB F iS Nai"i5'T 'fi'( �0 N✓M�lEt� f t 2/. 7z 4 iV/4 ° s si ^'E o. 3 ' /662. 06.1 t r S °'qua � F,� i �1 ,fii k y o F 5� Ji U , it I I i i V59gad'1J'E 30. 68 ' „ 1570. 93 4 i 4 i 1 I 4.39 (7 3 A I k I 1�F�/cHMA ,C 1 zz I 1, 4 SURVEY NOTES'°{ �1 n Zd`s4 E 1. TIDAL INFORMATION OBTAINED FROM D.N.R. SURVEY/MAPPING DEPT. ON 12/17/93 IS AS FOLLOWS: zi / 'ICI I MEAN HIGH WATER, ELEV. = 1.92 FEET N.G.V.D. ( I RANGE. = 3.32 FEET THIS INFORMATION DETERMINED BY LINEAR INTERPOLATION BETWEEN v38° 3i'E { W TIDE STA. 872-21050 (MHW EL = 1.91 FEET, RANGE = 3.46 FEET) 52�9 O AND TIDE STA. 872-2366 (MHW EL = 2.01 FEET, RANGE = 3.00 FEET) I ` MEAN HIGH WATER DETERMINATION IS REFERENCED TO A MAP OF SURVEY PREPARED BY MOP,GAN & EKLUND, INC., 1850 - 43RD AVE.,SUITE C-8, VERO BEACH, FL 32960. 11 1 ,1 2. BEARINGS AND COORDINATES SHOWN ARE REFERENCED TO THE FLORIDA / STATE PLANE COORDINATE SYSTEM, EAST ZONE (NAD 1927). BEARING AND COORDINATE BASIS PRODUCED BY HOLDING PUBLISHED COORDINATES Q FOR D.N.R. MONUMENTS "94-77-A33-2", AS RECORDED IN PLAT BOOK. 26 ON PAGE 26 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY FLORIDA. A 3. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC lam' VERTICAL DATUM OF 1929 AND ARE REFERENCED TO BENCH MARK D.N.R. / °• �11 MONUMENT 94-77-A32, HAVING AN ELEVATION OF 4.61 FEET. 4, REPRODUCTIONS OF THIS MAP OF SURVEY ARE NOT VALID UNLESS �0 v SEALED WITH AN EMBOSSED SURVEYOR'S SEAL. 5 5. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR RIGHT-OF-WAYS, EASEMENTS OR RECORD OF. OWNERSHIP. 6. THE LAND DESCRIPTION SHOWN HEREON IS IN ACCORD WITH THE h Q DESCRIPTION PROVIDED BY THE CLIENT. h N• / N 7. THE NATIONAL FLOOD INSURANCE PROGRAM DESIGNATION AS INDICATED ON PANEL NO. 12111COOB9F, DATED AUGUST,19, 1991, LOCATES THE f ( SUBJECT PROPERTY IN ZONES X, AO, VE AND AE. b /) A 8. THE SOUTH LINE OF GOVERNMENT LOT 1 WAS ESTABLISHED FROM THE y ANGULAR, RELATIONSHIP GIVEN ON THE PLAT OF OMENS COV£ ACCESS ROAD, AS RECORDED IN PLAT BOOK- 11 ON PAGE 12A, PUBLIC RECORDS m 5 L_. L1 i E if is l ,l DAA . �4 J 9. THE JURISDICTIONAL LINE AS SHOWN WAS LOCATED BY P.L. WEIGT, \J ' ENVIRONMENTAL CONSULTANTS, INC. AND SAID LOCATION WAS \\ CONFIRMED BY U.S. ARMY CORPS. OF ENGINEERS AND SOUTH FLORIDA WATER MANAGEMENT DISTRICT. x 0 0 1 ; Roo w/CA/-LB �298 i�-•1 �=. aT.. SENCNMw,CK \®_L�J 1 /V459'35'3o'E : E m .li Revisions Date By GENt.CAC S�2/t/ MJ 42VtSEQ OISTAL.�GE Bl ADO Ac2eACO:- c�azavcT S i.tuC ,G/ IN 1V� V Drawn K_ 4 Check i20ke, Date 4.1ct.94 Scale I = 20 Job NO- q4. ._ of Sh IN eel ap v��p a�N �I Li X-1 y �. kz "FA s- .' s i k � i � aw' � y�.' em 't F § �'+• ,� ��� a Al x. 041 ,x . . ,...r .::.....�k��,._,.nrr_ jy r l f�{ k� i I N'fir �C"'N J L T 0 1 N o"� �� .1,, B 1 MARTIN COUNTY ' r O 4F. i� Y�'. ✓ 3. A� 'S4 I� LrAP`.ell p� MI r�p y4,y gr�r f l Y @{ r � F: c� 3 ypi 4 tl I<< 0 U TUj— T 4 .MANGE m mi INDEX TO DRAWINGS SHEET NO. DESCRIPTION 1 COVER SHEET 2 HORIZONTAL CONTROL 3&4 PAVING & DRAINAGE PLAN 5 SEWER & WATER PLAN 6 PAVING DETAILS 7 DRAINAGE DETAILS 8 SEWER DETAILS 9 & 10 WATER DETAILS 11 LIFT STATION DETAILS 45' 61 pj 4, i4lz "44 R A 44. • 20.73 N54*14'44"E ft 20.85' N16-22'3� 19.06' N11'23'3O'W 3 R —\ I \ I - , V � 1 11" 1 '� r SR + �Q� + 22 + + — L 39.27' 00 e; A - 90*00' R = 25. R 25.00' Do' 5'R L = 39.27' V r 60.00 il I I I 73.45 121.01' OOASTAl ,5'R CONSTRUCIM OMTR(X LW YN FOR DIMENSIONS OF ROADWAY IMPROVEMENTS WITHIN STATE ROAD A-1-A RIGHT-OF-WAY SEE OFFSIIIE ROADWAY IMPROVEMENT PLANS. PARAGON LAND USE TABLE 4 f AREA % IMPERVIOUS IMPERVIOUS A Dry Detention 0.55 AC 0.0% 0.00 AC Pavement 0.57 AC 90.0% 0.52 AC Buildings 0.48 AC 100.0% 0.48 AC Low Lying Lands 0.00 AC 100.0% 6.43 AC Dune/Beach 1.35 AC j�l 0.0% 0.00 AC Open Space/Green 2.22 ACC 0.0% 0.00--Aa, 11.60 AC 7,43 AC ktk A'39 I T IF A , IMI, j," I W , , ' - }' -rrGa t - w. R E V I S 1 0 N S BY DATE COMPUTE FILE REF.R FIELD BK./PG. 0 CONSULTING ENGINEERS 9421—HC.DWG REV. TO SHOW WETLAND JURISDICTIONAL LINE GWR 1-9-95 & LAND SURVEYORS ........ -7, CULPEPPER & 2980 SOUTH 25th STREET FO RT PIERCE, FLORIDA 34982 TERPENINGINC. (407) 464-3537 1 Nil �WL BY DATE DESIGNED RML 8/94 CALCS. DRAWN GWR 9-23-94 DETAILED CHECKED RML 9/94 APPROVED WEAN HIGH WATER LINE. ELEVATION- I.9V N.G.V.D. rt I . ..... .... 3 ;3)' QY DATE: 9-23-94 PARAGONHORIZ, SCALE: 1"=30' VERT. SCALE: N/A JOB No. 9421 HORIZONTAL CONTROL I SHEET 2 OF 11 III \ SD-1 SD-3 SD-5 SD-6 CONST. TYPE "C" INLET CONST. 4' 0 JUNCTION CONST. 4' 0 JUNCTION CONST. 4' 0 JUNCTION EXISTING COASTAL RIM EL.= 8.78 BOX W/U.S.F. GRATE #128 BOX W/U.S.F. GRATE #128 BOX W/U.S.F. GRATE #125 , W. INV. EL.= 3.50 RIM EL= 8.80 RIM EL.= 14.50 RIM EL.= 8.50 CONSTRUCTION N. INV. EL.= 3.10 E. INV. EL.= 3.20 N. INV, EL.= 2.85 0 /� \ CONTROL LINE N. E. INV. EL.= 3.10 N. INV. EL.= 3.20 S. INV. EL.= 2.85 5 S23°08 51 "E CONST. TYPE "C" INLET S. INV. EL.= 3.10 W. INV. EL.= -1.50 BENCHMARK 31.89' RIM S. INVV.. EL.= 3.50 SD-4 SD-7 RAILROAD SPIKE IN CONST. TYPE "C" INLET CONST. TYPE "C" INLET RIM EL.= 8.80 RIM EL.= 4.00 CENTER OF PAVEMENT , OF STATE ROAD I W. INV. EL.= 3.50 `,E. INV. EL.= -1.50 1 , A-1-A. FIFVATION NI RO°'7 CY`A7"� I ! ', , 0 , _o , A N_ , OLD COASTAL' CONSTRUCTION NEW COASTAL CONTROL UNE CONSTRUcnON CONTROL UNE 17.0� SPOIL PILE 1 50 C. Y.Y. 9.0` ENTRANCE OLD COASTAL - CONSTRUCTION NEW COASTAL CONTROL UNE CONSTRUCTION CONTROL LINE PARKING 269 C.Y. - 242' --- 185' 176' 150' S"w EL. DUNE 6.40' EDGE OF EXIST. GROUND LINE VEGETATION SECTION A -A 6HW E1690' SCALE: HOR. 1"=60' t _W MHW EL 1.92 VER. 1 "=15' ` - II) FL 0.00 182' 177' 1 150 91W d- EDGE of DUNE 6'� VEGETATION 14.0 EXIST. RETAINING GROUND -UNE RETAINING WALL - _ _ _ - - " - 9.0 SECTION B-B -V 9HW EL 6.90' SCALE. HOR. 1"=60' VER. 1 "=15' MHW EL. 1.92 --- -- 0 EL 0.00 EL 20.25 EL. 9.50 RAMP FILL - 230 C'Y. CONTROL LINE I POOL DECK 240' 1 EL.= +19.00' 186' i I-- 1' WATER LINE n8' 153' -_N Nw o.. ._--- -- -- -.-._ EDGE OF 6.90' VEGETATION 6 �EXIST. ROUND Y REINFORCEMENT \ _ & 10" GUNITE SECTION C-C .SNwEL6.90' BOTTOM EXISTING GROUND SCALE: HOR. 1"=60' ------_-- - EL. +13.10 01 •MHW EL 1.92 __.___________. ____________- VER. 1 "=15' - - -- TYPICAL LONGITUDINAL POOL SECTION (SECTION D1-D1) OLD COASTAL OLD COASTAL CONSTRUCTION 242'------- CONSTRUcnoN - 244' i NEW COASTAL CONTROL UNE POOL DECK 186, NEW COASTAL CONTROL UNE-""---- -188 CONSTRUCTION FILL 180' CONSTRUCTION 180' CONTROL UNE ISO C.Y. 158 CONTROL UNE 158 DUNE 6''� EDGE OF EL 18.50 --® EL. 19.00 �W' EL EDGE OF DUNE-,,6.90 vEGFTATION EL 79.0 UNE VEGETATION POOL LINE \ RAMP SPOIL PILE EL 1300 EXIST. GROUND �v /EXIST. GROUND --__ --® EL 9.00 POOL BOTTOM ... . SHW EL 6,90' L ,aG.Y SECTION D-D --- RAMP `, -- SECTION E-E � '�'"�°°°� 30 C.Y. SCALE: HOR. 1"=60' - MHW EL. 1.92 SCALE: HOR. 1 "=60" V MHW EL. 1.92 VER. 1"=15' m EL 0.00 NEW COASTAL OLD COASTAL - CONSTRUCTION CONSTRUCTION CONTROL UNE CONTROL LINE - DRIVE l FINISH FLOOR DRIVE `GARAGE 446 C.Y. FILE REFR. I FIELD BK./PG.) 9421-SPI.DWG CULPEPPER & TERPENING,INC. CONSULTING ENGINEERS LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34982 (407) 464-3537 - R E V I S 1 0 N S- BY DATE RE -LOCATE WATER & FIRE MAINS GWR 10-18-9 REV. AS PER S.L.C.U.S.D. GWR 12-1-94 REV. GRADING & F.F.E. PER D.E.P. GWR 1-8-95 BY DATE DESIGNED RML 8/94 CALCS. DRAWN GWR 8-8-94 DETAILED CHECKED RML 8/94 APPROVED GRAPHIC SCALE ( IN FEET ) I inch = 20 ft. I CD X. \ J1� MEAN HIGH WATER LINE, `\ ELEVATION= 1.92' N.G.V.D. , , 1 , ' I I' \ MEAN HIGH WATER LINE, \ ELEVATION= 1.92' N.G.V_D. , l� , , 11 ` EARTHWORK TABULATION SECTION CUT (C.Y.) FILL_ (C.Y.) A -A - 150 B-B 269 - C-C 446 - D-D 70 450 E-E - 185 TOTAL 785 785 I HEREBY CERTIFY THAT THE DESIGN PLANS AND SPECIFICATIONS SUBMITTED ARE IN CONFORMANCE WITH SUB -SECTION 16B-33.005(5) OF THE FLORIDA ADMINISTRATIVE CODE. RICHARD M. LADYKO, P.E. FLA. REG. #34288 PARAGON PAVING & DRAINAGE PLAN DATE: 8-8-94 HORIZ. VERT. SCALE: 1"=20' SCALE: N/A JOB No. 9421 SHEET 3 OF 11 GRAPHIC SCALE 20 0 10 20 IO BD , \ , , t t EXISTING COASTAL CONSTRUCTION CONTROL LINE S23°08'51 "E ( IN FEET) 1 inch = 20 ft. BENCHMARK � 1 31.89' ; CONST. 30' OF 18"'\i '\ `\ ', `` 't \ t RAILROAD SPIKE IN 1 , I I\. . \ ` \ ` ' ` CENTER OF PAVEMENT 1 \ I I CMP 0 1.2% OF STATE ROAD LA- SD-11 SD-10 \ ` ` 1-A, ELEVATION ! ' ^ CONST. MITERED END CONST. MITERED END 1 t ` 5.71'0(N.G.V.D.� •1 INV. EL= 3.50 / INV. EL.= 4.00 0 h '` 6 1570.�' 10 N89°Z047'E 6 .0.00s.00 11- I ; 15' r' �` . 1 1 6 �' q 7.12 I \ \` ` \ ` t / A ` 10.5 11.00 1 ` \ r 12.00 Q/Q U" hr I SD-12 4 1 0 7.01 r ` �8.50 9.50 \ ,Q r ,' /1 r 4 6.99 ` , , ' \ ` 10.5 `, 11.50 , ` CONST. OUTFALL I ` 7.30 Q i i CONTROL STRUCTURE 6.88 6 7.42 I (p .` `; '` ` `\ ' ` f Q Q Q[1 7.42 (SEE DETAIL, I �- `, ; `, ', w '; A ' I 7.50 ' 10.00 1 `-- '\ , �Q SHEET 7) i _ r 1 C� ; `t w, `, \ `, `1 \ ` 8.30 ; J f i CONST. 20' OF 7.42 / 6' 61 ¢ ; \ 7.90 7.10 �- 9S® 18" CAP ®0.00% n. r' `\ Z42 �_\.� (� `, ` ; ` `� ; V 7.40 SD-2 ,\ 1?� 1 �I , \ p `, , ; \ \ ` CONST. 49' 0. I `I / I 20'z2O' SPREADER \ 7 90 SWALE (SEE � ' \ , ja P KING � F 5" CMP \ 1 / DETAIL SHEET 7) I `, O I ' 0 1 GA AGE I `v ' ' v � 'v ' ' 7.40 00.80% 'v + P KING -� 1 Z EL.= 7.50' , `` , , ', t\ 8.50 as , PARKING II GAGE =\ \ GARAGE 1 py I ' ; \+6 ,�� k h 7.50 �- `,16 \, 7.50' \ Z EL= 7.50' /� ' 7.0 \ ` ` ` •�` y ` t` ' \ 15 8.60 \ I D \ I 7.42 h 7.65 k \` 8,48` \ 8.80 11 10 18.5018.50` r �-- 1 , Gj+ `� �� 7.29 i �� '1 , 7.98 ; ` `, ` ` ` \ 8.70 9.00 ` y -� 9 M ��N• A CONST. 52' 8.90 7.42 ` �` \ y OF 15" CMP \ 7.42 7.42 i 0 5 ° 1 v ; I 8.80 \ 0 0.48% �7-36 0 18.33 8.91 \t ', CONST. 114' \ 7.45 , 7.8 ,1 t ` \ , \ \ 1 N 8.80 8.90 / o 7.30 A` 8.26 ��� N.�`17.65 9_ SD 3 8.90 0010.35%CMP 7.42 7.57 7.76 7.29 O / 1 I 7.62 7.68 7.41 7.35 N r 5 ; 19.3 7.82 0% 7.42 ' -�`1` 1' ``\ p ` \ ` ;` `, `\ 19.50 \, O- 7.35 i \ \ 7.61 0.5% MIN. 7.49 0.5% MIN. r 7.63 -\ % 11 ` ' '` ' `\ 2 7.41 0�� A� 7.42 7.42 v 'i� ` ` ' ` t 0 ' 6 ; A i�`�J C 1 1 h20.30 1 7.2s { 2 5 WETLAND _ I� 1s.ss 6 " 7.20 Z50 _ 7.39 , �� �------------ \�6'_ 0 i \ , 1 `\ � \ ' I � 19. 5 JURISDICTIONAL A VERA 6.4 7.0 el --�+'� '\ \ 5 ` ` 1 CONST. 64' BOUNDARY UPLAND ,' .1* �._ 7.42 7.42 \\� ', , , BUFFER - I _ _ ,OF JACK SD-6 / \- '\7 17\ 1& BORE 1 l -- _-_-_...-_-- 45' 0.301 \ ?' GAkk\\AGE CONST. 21' 20.30 EL.- 7.50' ' `\ \ \ \ ' OF 1 B" S EL cZ ' t .� 19.23 19.53 do do P IRKING 7.42 �. Sp_7 `v v 1, `, ', A '` 0 �� �� p, s i GA AGE 6.92 i `` '\ \ `, '\ 4J \ EL.= 7.50' \ \ \ � � cP 7.42 CONST_ 10 ' h \ w, 1• `, \ \ OF 15" CM `\ 0 0.35% \ ' 7.42 _ 7.42 6.80 6 v 'v v v 7 v ' SD \ 6.67 6.4 6.80 7-20 7.50 DRY DETENTION AREA ; \ 6 a \ y k 1 1 6 _ 6 S89°35'30"W SD-9 1661.35' coNST. 130' of 1a" SD-6 \ \ CONST. MITERED END S CMP 0 0.0% CONST. MITERED END r INV. EL.= 4.00 INV. EL= 4.00` \\ \ COMPUTER FILE REF. FIELD BK./PG 9421-SPI.DWG 1 h - CONSULTING ENGINEERS CULPEPPER & LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34982 TERPENING,INC. (407) 464-3537 - R E V I S 1 0 N S- RE _LOCATE WATER & FIRE MAINS REV. AS PER S.L.C.U.S.D. REV. GRADING & F.F.E. PER D.E.P. BY DATE GWR 10-18-9A GWR 12-1-94 GWR 1-8-95 BY DATE DESIGNED RML 8/94 CALCS. DRAWN GWR 8-8-94 DETAILED CHECKED RML 8/94 APPROVED I HEREBY CERTIFY THAT THE DESIGN PLANS AND SPECIFICATIONS SUBMITTED ARE IN CONFORMANCE WITH SUB -SECTION 16B-33.005(5) OF THE FLORIDA ADMINISTRATIVE CODE. RICHARD M. LADYKO, P.E. ALA. REG. #34288 PAVING & DRAINAGE PLAN DATE: 8-8-94 HORIZ. SCALE: 1"-20' VERT. SCALE: N/A JOB No. 9421 SHEET 4 OF 11 -I EXISTING COASTAL \ \ CONSTRUCTION 5p CONTROL LINE \ \ S23°08'51 "E \ �\ BENCHMARK 31.89' RAILROAD SPIKE IN CENTER OF PAVEMENT 50 OF STATE ROAD A-1—A, ELEVATION 5.71' (N.G.V.D.) 53.88' ..-� �' ,. � ,,u, ^-,� r• CONST. 60' OF 24" \ r* STEEL CASING FOR ¢ , P`§ FUTURE 12" RE —USE £' < + `�t�`,g •+: \ 1 \+, �. WATER MAIN, CASING 1 LA > r (i INV.= 0.00 N&S 1\ 6a 3 o � + J u k - �' CONST. FIRE k''-�_wi HYDRANT ASSEMBLY & BSP #2 CONST. 60� !` c� s x :•+ CONST. 64' OF 8" OF 6" PVC CONST. SINGLE +; r "_ + STEEL CASING FOR FIRE MAIN WATER SERVICE v-.�.ks';� `,; � F 'u "" �� FUTURERRE MAIN CONNEC710� 4 CONST, METER 2 ASSEMBLY (SEE �•, E&W INV.= 0.00 DETAIL SHEET 8) i W, +p "" Y' A`'& '� y e %'yes : I x i •a 01 �} WM, FM OVER STORM h k v 1s BOTTOM WM, FM= 5.60' TOP 15" STORM= CONST. tt& mylp BEND ND & BSP N3 (� vY Y 1 CONST. 6" PVC WATER MAIN �{ 4 CONST. 86' CONST. 8" ' OF 8" PVC O PVC FIRE t '"'•�' + WATER MAIN MAIN �. CONST. 64' OF 14" STEEL CASING ` " (SEE DETAIL, y �\ r SHEET ml q+'lar;�'�li.• J:s �C+y ,axai ` 7"',`' N89*20''47"E a S 1 c : `I PREVIOUS COASTAL CONSTRUCTION CONTROL LINE BUILDING FIN. FLOOR EL.= 20.25' GARAGE FLOOR EL.= 9.50' \ y> jx COMPUTER FIELD 8K./PG. FILE REF. CONSULTING ENGINEERS 9421-SPI.DWG & LAND SURVEYORS 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34982 — '•'_ (407) 464-3537 � , . u x . G _., .. :�: s C a 5a"o- >30: Y M ( IN FEET ) 1 inch = 20 ft. 416.74' 242.78' 1 ^S E Y -' r""'i ^ a wu,�Y•13•P' s #.»ri! j usni3e i —_. -- 0 ()+�O CONST. 20' DF 8" DI INFLUENT INV.= 1.35 SAN. SEWER: ®0.4% + OO T•a. 3 r Avit wall, F 4 'W 5M1 sl „sksE.. .'Ns: �s :•l". hr'� �,v k'n; a�t�° -REVISIONS - BY DATE RE —LOCATE WATER & FIRE MAINS GWR 10-18-94 ADD SEWER PROFILE & LOWER LINE FROM SAN-1 TO SAN-2 REV. AS PER S.L.C.U.S.D. GWR 0-28-9 GWR 12-1-94 REV. GRADING & F.F.E. AS PER D.E.P. GWR 1-8-95 BY DATE DESIGNED RML 8/94 CALCS. DRAWN GWR 9-16-94 DETAILED CHECKED RML 9/94 APPROVED PARAGONHORIZ. DATE: 9-16-94 SCALE: 1"=20' �";,, $.„.,�..,E'A'W. VERT. SCALE: NONE JOB No, a & WATER PLAN ;,aty,�; SHEET °" i 1,�' , �• 3b c :. f � „:,t a'�; 'wv e..s- 1.,�=t. .ram., •-z+a.+r^-,„.aT p ry,lryr"rflr� r Yn's.re an *a �.`�m �' hur ;i" 2" 6"x6" 10/10 WWF 2" r 4 2% TYPICAL �. v v V -v. -v L COMPACTED SUBGRADE - 95% MAX. DENSITY PER AASHTO T-99 Orman. 3, xC%5 _ '. v K= 4 1/4" R 0 1/4" R 9.+ j 1/4" R j v p v v p V 0 v p 0 p O 1/2" PRE -MOLDED EXPANSION JOINT MATERIAL TYPE "A" TYPE B" k TYPE C" SIDEWALK JOINT" TABLE OF SIDEWALK JOINTS TYPE LOCATION „A„ AT P.C. AND P.T. OF CURVES AND AT JUNCTION OF EXISTING AND NEW SIDEWALKS. 5'-0" CENTER TO CENTER ON NEW SIDEWALKS. „C„ WHERE NEW SIDEWALK ABUTS CONCRETE CURBS, DRIVEWAYS AND SIMILAR STRUCTURES SIDEWALK CONSTRUCTION SIDEWALK CONSTRUCTION DETAILS VARIES I 1111111 I 1 1/2" CHAMFER SIDEWALK ZPAVEMENT SECTION 15' 3' 15' CONST. TYPE / CONST. TYPE 6" 66 0.02'/FT. D" CURB / D" CURB 0.02'/FT. ( 6" \\\ PAVEMENT AS AS PER - TYPICAL PAVEMENT SECTION ENTRANCE PAVEMENT SECTION 13' 13, PARKING GARAGE //� EL. 6.50' MIN. PARKING GARAGE F.F.E.= 7.50' EL. 7.42 ' 0.5% MIN. / 0.5% MIN. EL. 7.42F.F.E.= 7.50' PAVEMENT AS PER TYPICAL PAVEMENT SECTION PAVEMENT SECTION Cd? PARKING GARAGES FILE REF. IFIELD BKJ/F 9421DET1 DWG '#t � .�r�� kkk } r y}f SIGN NOTES -�� 1. TOP PORTION OF FTP 25 & 26" SHALL HAVE A REFLECTIVE BLUE''' BACKGROUND WITH WHITE REFLECTIVE r 4x 3 �1p SYMBOL AND BORDER. 2. BOTTOM PORTION SHALL HAVE A sus ZZ 4 REFLECTIVE WHITE 8ACKGROUNG WITH BLACK OPAQUE LEGEND AND BORDER �.. �..,' 3. FTP 25 & 26 MAY BE FABRICATED ONE PANEL OR TWO. ii,IY R _ 4. FTP 25 IS FOR AREAS WHERE SPACE IS LIMITED. t/2'-» ,;r PPER is srtnes •c' LDAI�3LED'�" ONLY ?Fjn FINE t FIN FTI 25 � HANDICAPPED PARKING DETAIL I jfijfi 12, R1-1 30" x 30" STOP SIGN HITE STOP BAR lx i h v z. � e I� 6 8 2" R , D D D ; D D TYPE "D" CURB 1. 1" TYPE S-3 ASPHALTIC CONCRETE (USE 1" TYPE FC-II SEAWARD OF THE C.C.C.L.) 2. 6" LIMEROCK OR CEMENTED COQUINA SHELLROCK, PRIMED s (USE 8" COQUINA SEAWARD OF C.C.C.L.) 3. 12" STABILIZED SUBGRADE, (75 PSI FBV) COMPACTED TO 98% OF MAXIMUM DENSITY AS PER AASHTO T-180 TYPICAL PAVEMENT SECTION ' CULPEPPER & IT, , TERPEN3NG,INc. 1 � 8" STABILIZED SUBGRADE, (75 PSI FBV) . + COMPACTED TO 98% OF MAXIMUM DENSITY AS PER AASHTO T-180 GRASS PARKING SECTION CONSULTING ENGINEERS - R E V I S 1 0 N S- BY DATE I BY DATE DESIGNED RML 9 i6-94 CALcs. LAND SURVEYORS DRAWN GWR 9-19 94 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34982 DETAILED (407) 464-3537 CHECKED RML 9-19-94 APPROVED.. .tea: r. y �� .j i PAVING AND �:���E�iiyAGE .98 .A.A >..i 1. The Contractor and/or construction surveyor shall verify the elevation of the benchmark shown on construction plans. Verify all elevations of existing pavement, subouts and structures before starting construction and notify the Engineer if any discrepancy in elevations exist . it/h M,i5W .y. 2. The Contractor is herein advised that 'record drnwi gs" will be performed on the project which will reflect the elevation and location of all structures and improvements on the project. These "record drawings" will be utilized by the Engineer to determine conformance of the project to required tolerances as set forth by permitting and/or approving public agencies. Tolerances established by these agencies must be met in order for the project to be accepted for final certification and approval. 3. Pipe lengths shown on the plan are approximate and the governing criteria is the intended location of the drainage structure. 4. All construction is to be in accordance with the Florida Department of Transportation and/or St. Lucie County requirements and specifications, as applicable. 5. Roadwork within the State Road A-1-A right-of-way is subject to permitting and approval by the governmental authority having jurisdiction. 6. Disturbed areas shall be restored to their original condition. All unpaved and unsodded areas disturbed during the construction shall be seeded and mulched in accordance with Section 570 of the Florida Department of Transportation Specifications. Sod shall meet the requirements of Section 578 and Section 981 of the Florida Department of Transportation Specifications , 7. Materials for roadway paving and drainage construction shal meet applicable requirements for roadway construction as < outlined in the Florida Department of Transportation (FDOT) Standard Specifications, latest edition. 8. On -site striping shall be 4" white traffic paint (Type accordance with the Florida Department of Transportation Standard Specifications for Reflective Traffic Paint (Section 971-12). Off -site striping shall be in accordance with the Florida Department of Transportation Standard Specifications Reflective Traffic Paint, the Florida Department of Transportation Traffic Operations Standards and the Manual on Uniform Traffic Control Devices unless otherwise specified on the permits. All striping and markings shall be thermoplasti in FDOT right-of-ways. i 9. Signing shall be "Engineer Grade", in accordance with the Florida Department of Transportation Standard Specifications, Manual on Uniform Traffic Control Devices and St Lucie Count requirements. Stop signs shall be 30"x30�" ' 4 q,. 10. Concrete for structures, curbs, wheel stops, parking, loading areas and sidewalks shall have a minimum 28 day compressive strength of 3000 psi. 11. The contractor shall notify the Florida Department' Transportation at least 48 hours prior to working in their right-of-way. Permits (to be obtained by the En Ineer) will b required from the agency prior to construction. 1 12. All areas of fill, limerock stabilization, subgrade, etc., sh be compacted to a minimum of 98%, Pf maxirrtum den accordance with AASHTO T-180s,. h 13. The Engineer and St. Lucie County shall be notified for 'S inspection of subgrade, base and asphalt at least 24 hour advance of subsequent construction. 3 14. Concrete pipe shall meet the requirements of the Florida'j Department of Transportation Standard Specifications for Road''N and Bridgey Construction, latest edition Section 43 and Sectio 941 T .�,' titi 1 4 V ;.. 15. Upright handicapped signs are to be provided at all handicapped parking spaces in accordance with the Manual on Uniform Traf Control Devices and the St. Lucie County requirements.' 16. The Florida Department of Transportation approved local cemented coquina shellrock is an approved alternative to limerock. 17. The Contractor is to verify all existing stubout elevations prior '. to construction of on -site improvements. Coordination with the building contractor is required of the site work contractor. 18. Aluminum corrugated metal pipe shall meet the requirements of+ AASHTO M-196 and the Florida Department of Transportation Standard Specifications for Road and Construction, 1983 Edition; Section 945. Field joints shall meet the Florida Department Transportation Standard Specifications Section 430-9. 19. Reference architectural drawings for sidewalk and handicapped ramp constructiq 20. Erosion and Sediment Control Contractor is respa sibie for: providing erosion and sediment control using the latest FD standards. Baled hay, straw and siltation barriers will be installed where needed to prevent siltation of adjacent property« public right-of-way, wetlands and waterways. These wiil remai in place until grassing or sodding has been completed or until siltation and erosion are no longer a threat to adjacent property and waterway, , I HEREBY CERTIFY THAT THE DESIGN PLANS AND SPECIFICATIONS SUBMITTED ARE IN CONFORMANCE WITH SUB -SECTION 16B-33.005(5) OF THE FLORIDA ADMINISTRATIVE COD • ..';, RICHARD M. LADYKO, P.E. FLA. REG. #34288 PARAGON PAVING DETAILS DATE: 9-19-94 HORIZ. VERT. SCALE: N.T.S. SCALE: N.T.S. JOB No. 9421 SHEET 6 OF 11 I w U w Of O DIMENSION Mr1,X. SIZE R. C P A B C D E 2'-0" 3' l" 2'-4" 3'-0" 11" 18"/24" 3'-0" 4' 6" S-4" 4'-4" 1'-5" 24"/42" 8" BRICK OR F'` NON -REINFORCE[ CONCRETE OR 6" REINFORCED PLAN }� CONCRETE 1 1 /2" 5 3/4" 2 �4" 5 3/4" GRATE i 1/S` 2 1/4" e if.'et GRATE; W 4 ONE CAGE #4 012" CTRS. C N ( I GENERAL NO ,* ' �,6 x , BOTH WAYS IN CENTER 1/3 OF --j 2" CL I ,t:<."„ r ma Mi' r. et^:s� E "rir, 'a+, ,k,zl°..t^=a?a%.':T.<",,.."� CONCRETE WALL w •� #4 BARS M BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE CHAMFERED 3/4" > i 12" O.C. I FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION •I i ` I IS ENCOUNTERED AT FLOW LINE, OMIT FLOOR AND CARRY WALLS DOWN TO iA SATISFACTORY FOUNDATION. BACKRLL TO FLOW LINE WITH CLEAN SAND. t� I GRATES: CAST IRON GRATES TO BE U.S.F. NO. 6212 IN ACCORDANCE oD WITH FLA. D.O.T. SPECS. FOR TRAFFIC BEARING GRATES • • �a i ;�` .,:-r ;3Y°F"a,..;:,,r: ^"Yi '' pd i �, P . I::. t jk a ,E nr yy,,„ y ✓~Ht ;. _1�wi I ax+ ' "•Y +i(. toy ( `Yr r N l I " . d", { p i ) I) :TYPE) PST +' L _ e SE R E GENERA AL NOTES � r t•. 1 SECTION .>%,« - s. .L4`Ls, TA .n r+`.k :., x,. �.•;•�a„ ,.r tm cot ,.. I, J.:'r�%t ',rn<WaMF k's E'Y' .L-,E 1 1..i. Y k'x s I B:k N "Or 't1' )f if )f 7f£...tA Ar TYPE C & E INLETS x�'''� r " � #8 BARS 1/2" NOTE: (1) FOR MORE INFORMATION SEE D.O.T. 1984 STANDARDS INDEX NO 232 , TOP OF BAI EL.= 6.0' 3 . ' DETENTION AREA SECTION rti k s^" 15' MIN. 20'x20' DETENTION AREA UPLAND BUFFER SPREADER SWALE ref F; OUTFALL CONTROL aF STRUCTURE (SEE `+4 a DETAIL, THIS SHEET) EXISTING _ MATCH EXISTING GROUND x�x GROUND --- --� ---- EL 3.0t--- --- -- --- \--- -- RIP -RAP ` INV,= 3.00' 0 0.0% 20' OF 18" C.A.P. ® 0.0% ( TYPE 7-T I 3'-6" OR 1 4'-0" QIA. W w '.Iu Oki iil"' n-x .... of ... S ,... c< a. .. 4..,.-..., .. t LINE 50' - 50' LINE PROPOSED PAVEMENT EXISTING PAVEMENT EXISTING 8' I GROUND MIN. MIN. -- - -- -- -- -- ---- -- --- '- - -----I---- D SD-7 EXIST. EXIST. // `-INV. 12"W.M. 8"F.M. EL. - INV. EL. _ -1.50' _ -1.50' 64' JACK & BORE 121' OF 18" STEEL 0 0.0% SIDE VIEW - NOTES: 1. STEEL PIPE SHALL BE ASTM-A139 GRADE PIPE OF A DIAMETER AND THICKNESS EQUAL TO OR GREATER THAN THAT CONFORMING TO THE FLORIDA D.O.T. UTILITY ACCOMMODATION I I ° r i= GUIDE, MIN. THICKNESS 0.33". 2. STEEL PIPE IS TO BE COATED WITH BITUMASTiC ON BOTH. SIDES. - 3. NO CARRIER PIPE IS USED FOR STORM DRAIN APPLICATION. 4. ALL PIPE JOINTS ARE TO BE WELDED. I io i STORM DRAIN JACK & BORE r r$ 2 Min Es11 IY ]�y 24 32 - USF 125•M SHOWN g g 8 9 9 9 // /5' When other constructt /000' 500' ZWork Area Maintain Operg, r L Ewo Within 'One fit coNSTRucnaN To Be 0m/ited O 500' Be Coordinated !n Actiardohxi r'I R(1 Witt index No 600 CONSTRUCTION 1(fj(��j� 1500 F7 an `°i4 Maximum Spacing Between Devices (FT.) To Be Cones Or Tubular Markers At 25' Centers And aaa k , 1 I , ; # Equal To The Speed Limit (MPH) But Not Greater Type I Or Type 1r Barricades Or VerticoT Panels 1 =1 k- Than 25' For Cones Or Tubular Markers Or 50' Or Drums At 50' Centers For First 250', ThereafterFor Type I Or Type II Barricades Or Vertical Cones Or Tubular Markers At 50' Centers Andes-':.:_ SYMBOLS Panels Or Drums. Type I Or Type IT Barrioodes Or Vertical PanettT-="l ��,,,, T h' Or Drums At 100' Centers. �z,� ® Work Area GENERAL NOTES TYPICAL APPLICATIONS Sign With 18" x 18" (Min.)Orange I. All vehk/es, equipment, workers (except flappers) and their &Arrows debate direction of traffic only Utility and do not reflect Work Flog And Type B LightaeiNifies are restricted of oil Times to one side of the pavement markings. Culvert Extensions roodi 9. Longitudinal dimensions are to be adjusted to fit field Side S/ape WorkI N 8 Type I Or Type A Barricade Or Vertical 2 If the work operation does not exceed L'b minutes, traffic conditions. See Index No. 600. '�. control will be in Conformance with Index No. 607. Guardrail WOrK Panel Or Dram (With Steody Burning Light 10. WORKERS sign to be removed or fully covered when no work Landscaping Work At Night Only). Cones Or Tubular Markers 3. If the work operation encroaches on the through traffic 1s being performed. !ones or when four or more work vehicles enter the Cleaning Drainage Structures May Be Used During Daylight Only, 1l. END CONSTRUCTION periodN sT rewired only when work exceeds ' through traffic lanes to a one hour period a dagger shah one daylight period. 9ns eW y Reworking Ditches be provided and the advanced FLAMER sign shall be Sign Installation And Maintenance (p Work Zone Sign substifuted for the WORKERS sign. For location of flaggers 12. When a side road intersects the highway on which work is being Repair " and FLAMER signs see Index No. 603. performed addltiond/ traffic control devices shall be erected Shoulder ff Tn accordance with other applicable TCZ Indexes, ak i 4. The first two warning signs shall have a 18" x 16' lmtn.l orange in flag and o Type B light attached and operating of al/ times. 13. For general TCZ requirements and additional information refer CONDITIONS Mesh signs may be used for (Daylight Onl) to Index No. 600. { + y operations WHERE ANY VEHICLE, EQUIPMENT ' Type B. Lights and Orange Flags are not required. WORKERS OR THEIR ACTIVITIES .3 5. The WORKERS legend sign may be substitutedfor the symbol sign. ENCROACH THE AREA CLOSER THAAE 6. All signs shall be post mounted If the closure time exceeds 12 15' BUT NOT CLOSER THAN 2' TO ' hours. THE EDGE OF PAVEMENT 7. L lm/N" !KS for speeds 2 45 mar 2 '1 x for speeds s 40 mph rRAFvx cnvrAot 71010 v Imwc m•es Where T : TWO-LANE, TWO-WAY• RURAL W- Width of shoulder In feet, e' minimum. OR NIGHT OPERATIONS (MPH). D.O. T. INDEX NO. 602 S• Posted speed limit MPNI. "me INSTALLATIO x a y °,r,k T14 a=' ¢,coyiiqi . YTx�.( s BOO I BEVELED OR ROUND 1.5' R I I y in ' � I � Y � 1" K , Y I y W (iD ao a ir 70 to CONCRETE SLAB, 3" OR 51/2 THICK, k REINFORCED - u WITH WWF 6X6 W1.4XW1.4 r r SOD G TOP VIEW - SINGLE PIP 5' SOD* �a p0 HELICAL CORRUGATED METAL PIPE I - I SADDLE j4 BAR REROLLED END REQUIRED 8" --J VARIES 2 00 PAID FOR AS PIPE CULVERT 6 PIPE TO BE INCLUDED UNDER UNIT PRICE FOR /k{TER@ jr ,ESECi1aFI,j; W] t 3 d 7' ae u a ,a <sl SECTION £: x " 4 - t a 1 6� t 7 , MITERED END SE( A1 L B L- L.rB IS NOT SHOWN IN ' nu. r.w ,. T------------------7 TOP OF WEIR 3� i EL. 5.90 EL. 5.75 WEIR x1� ' 124 I ;, KEY DITCH OPE EL.= 4.0 I 1 EL. 4.00 ' �i<<r<t� v \ 1 C�A.P. 3" DiA BLEEDER,;' EL. 2.50 : 3" DIA. I SKIMMER BLEEDER SKIMMEEf FIELD BK./PG. C FILE RE R F. �'- - REVISION S - BY DATE ---- BY DATE T CONSULTING ENGINEERS 9421DET2 DWG REV. JACK &BORE, ADDED MAINTENANCE OF TRAFFIC PLAN GWR 10-27-94 DESIGNED RML 9-16-94 t CULPEPPER LAND SURVEYORS REV. PER D.E.P. GWR 1-11 95 CALCS. & -- 2980 SOUTH 25th STREET DRAWN GWR 9-19 -94 h V. !I r } , ;; _ ...W.x. TER P E N I N G.INC. FORT PIERCE, FLORIDA 34982 DETAILED (407) 464-3537 CHECKED RML 9-19-94 APPROVED TM t 4XN Wi X1.. Rsy 5q xrt'lt.,. h 4`y; r.+S,r 4 F I 4 �I„ !Fh V"'.} 1/ , .1t aA, S '4 .. M 4'^R ;R`. A. *+"� t .", `�."= V CJi �. `` bry 3 �,,`. ,x ' ,J' .yl• 5 e'e.e,c \ f of eP i.^. �.,'.< F '<% 5"-`t .n 1�•"r'='"� „a r. .:.. .xr _ a @ ,i.u�: ,� �dxy,. .;�.', n OUTFALL CONTROL STR I HEREBY CERTIFY THAT THE DESIGN PLANS AND SPECIFICATIONS SUBMITTED ARE IN CONFORMANCE WITH SUB -SECTION 16B-33.005(5) OF THE FLORIDA ADMINISTRATIVE CODE. RICHARD M- LADYKO, P.E. FLA. REG. #34288 PARAGON S I wgiiawm ft ' DATE: 9-19-94 HORIZ. VERT. SCALE: N.T.S. SCALE: N.T.S. JOB No. 9421 SHEET 7 OF 11 I 'iltii • ,. TRAFFIC AREA SET FRAME IN MORTAR BED\\ MATCH EXISTING SURFACE � SMOOTH FINISH WITH 1/7 0 CEMENT MORTAR INSIDE & OUT OF BRICK ./ OR CONCRETE RISER �- f #4 WIRE 3x6 MESH ASTM SPEC 20 OR 4 RE -BAR it E.W. TYPICAL WALLS) �.. 6" OR MORE CAST IRON TRAFFIC RATED MANHOLE RING & COVER FS MIN. _-1_ FINISH GRADE 2 TO 5 COURSES OF BRICK OR PRE -CAST RISER RINGS 24" DIA � i 4" MIN, TO 16' MAX. al ` z 8" WALLS 'I (4.5' MIN.) :L, 4T INNER DIAMETER UN3 .i. �ZZ ELASTOMERIC GASKET (BOOT) PER FOOT. i. w Y XNz 3�4 SLO08 L) •� t :: W o± HOOK 1'1i00K_. $o Z E" A CONCRETE BASE o 0 0 0 0 o u+, "'<•'kf -� CONCRETE OR MORTAR BENCH. 4 RE --BAR 12" E. 6' MIN OF M & FLOW CHARNELS WITH COMPACTED 3/ A SMOOTH TROWEL FINISH ROCK'. NOTES. 1. PRE -CAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C478 MADE OF TYPE II ACID RESISTANT CEMENT & SHALL ATTAIN A MIN. COMPRESSIVE STRENGTH OF 4000 PSI IN 28 DA 2. PROVIDE A 0.1 FOOT DROP THROUGH MANHOLE EXCEPT ON STRAIGHT RUNS.IE TO 3. ALL OPENING SHALL BE SEALED WITH WATERPROOF NON -SHRINK GROUT. 4. ALL PIPE HOLES SHALL BE PRE -CAST OR CORE DRILLED. ELASTOMERIC BOOTS TO BE ^. INSTALLED BY PRE -CAST MANUFACTURER. 5. INSIDE INVERT DROPS SHALL NOT BE DESIGNED TO EXCEED 1.8 FEET & NOT CONSTIR - TO EXCEED 2.0 FEET, CTAMiIAOn RRr-rAQT ►AAIVI-IOI MANHOLE WALL NOTE: GROUT 3;: PREFABRICATED BOOT SHALL BE INSTALLED : PIPE BY THE MANUFACTURER OF THE MANHOLE. 1 ELASTOMERIC GASKET (BOOT) SEE NOTE NEW STRUCTURE a PRE -MOLDED PLASTI � MANHOLE WALL , JOINT SEALER (NON SHRINK) COMPLETED JOINT WiTH SQUEEZE -OUT BEFORE AFTER JOINT DETAILS MISCELLANEOUS MANHOLE DETAILS SECTION VIEW PLAN VIEW NOTES: 1. INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS. 2. SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS PROVIDING FOR SMOOTH FLOWS. 3. SIDEWALLS OF THE FLOW CHANNELS SHALL AT LEAST BE TO THE FULL HEIGHT OF THE CROWN OF THE OUTGOING PIPE. 4. CHANNELS FOR FUTURE CONSTRUCTIONS (STUBS) SHALL BE CONSTRUCTED, FILLED WITH SAND, AND COVERED WITH 1" OF MORTAR. 5. MANHOLE BENCH SHALL BE CONSTRUCTFQ WITH A 2:1 SLOPE FROM MANHOLE WALL TO CHANNEL. 6. NO SERVICE LATERAL SHALL ENTER MANHOLES DIRECTLY UNLESS INDICATED IN THE PLANS AND THEN MUST BE PROVIDED WITH FLOW CHANNELS. INVERT FLOW CHANNELS FOR MANHOLES TRAFFIC AREA CAST IRON TRAFFIC RATED SET FRAME IN MORTAR BED MANHOLE RING & COVER MATCH IXISTING SURFACE S MIN. FINISH GR SMOOTH FINISH WITH 1/2" 72 CEMENT MORTAR INSIDE o & OUT OF BRICK N , l ''; OR CONCRETE RISER 2e DIA. • r a' 6' WALLS - r- PRE- r CONCRE E MANH 48' INNER DIAMETER I � > L 8" MIN. OF I COMPACTED 3/4' ROCK NOTES: I.. 1. PROVIDE 0.1r DROP THROUGH MANHOLE EXCEPT ON STRAIGHT RUNS 2. PRE -CAST Q0NCRETE MANHOLE SHALL CONFORM TO ASTM C478, SHALL BE TYPE II ACID RESISTANT CEMENT AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 4000 PSI 11, 28 DAYS 3. USE THIS TYPE I ALLATION ONLY WHERE SPECIFIED ON THE PLANS AND APPROVED BY THE UTIIIITY l;4p} .:'"iF zed arsFl@r`nt� ' w l I �R -CAST SHALLOW MANHOLE 3` R/W RW. LINE 50' E I tic � l '� � '3�°. �LN`�}e yr =Yr� l � I I Jn ..,I, "� �+ r f �a s I PROPOSED PAVEMENT I PROPOSED EDGE OF PAVEMENT EXISTING PAVEMENT EL.= 5.4t 8 EXISTING GROUND MIN. c EXIST. -' CARRIER PIPE INVERT - 12"W.M- EL= 2.0't CONST. 8"x4" TAPPING SLEEVE CONST. 56' OF 10" STEEL CASING PIPE CARP & PLUG VALVE ON EXISTING 8" F.M.'„ A-1-A SECTION @ F.M. CROSSING I LENGTH OF CASING PIPE PER PLAN PLACE EQUIDISTANT EACH SIDE OF ROADWAY y MINnv UJ in SKID SPACING : SEE TABLE 4- SLOPE PIPE CASING ■��I�1�11�I�1 TO ONE END PIPE RUBBER STAINLESS 'STEEL s SEAL W1BANDS r\-RESTRAINEDJOINT PIPE SIZE STEEL CASING SIZE (MIN.) MAX. SKID SPACING 4" 10" 4.5' 5' 12" 6.0' 8" 14 7.0' 10" 16" 8.5' 12" 18" 9.5' 14" 20" 9.5' 16" 24" 9.5' 16, 24" 9.5' 2(r 30" 9.5' 24" 36" 9.5' 30r 42" 9.5' 36" 49' 9.5' NON -CORROSIVE CASING INSULATOR STEEL STRAP -CABLE, CLAMP OR ASSEMBLY NOTES: 1. CASING PIPE SHALL BE ASTM-A139 GRADE PIPE OF A DIAMETER AND THICKNESS EQUAL TO OR GREATER THAN I THAT CONFORMING TO THE FLORIDA D.O.T. UTILITY ACCOMMODATION GUIDE: 2. INSULATOR SHALL BE SIZED TO PERMIT CLEARANCE BETWEEN BELL JOINT AND CASING WALL OR RESTRAINT DEVICE AND CASING WALL. 3. PETROLEUM PROD�CTS SHALL NOT BE USED FOR LUBRICATION OR ANY PORTION OF THIS ASSEMBLY WITH P.V.C. CARRIER PIPE. 4. RESTRAIN ALL CARRIER PIPE JOINTS WITHIN THE CASING 1£ x a+ i ♦� s _ JACK & BORE DETAIL „ „ y COMPUTER FIELD E r . kfInj' tee I :, FILE REF. ri' X T 9421DET3.DWG . A �; .V b ;r�` }�' . .:.e: f..Yap. .. • �..y:4.1� 3 .sr, S j. xn �K'��`h......: , ...ti. r y , :...r ................ ! �"`n. .� a y t { ..PEPPER & �.,s � " ti ar,p• ,r .€ ,s �G E �r�' l •. •M. nr :�� .:s ,.y v r 'mil l;^'*.`�81w£ .- ;: ' _ .... +,� -,, .� TERPENING,INC. CAST IRON TRAFFIC RATED SET FRAME IN MORTAR BED MANHOLE RING & COVER MATCH EXISTING SURFACE r3" MIN. FINISH GRADE SMOOTH FINISH WITH 1/2" o 0 CEMENT MORTAR INSIDE .� Z & OUT OF BRICK20 OR CONCRETE RISER ? 24" Wk w ` NO U U L e WALLS er MORTAR & BRICK TO 1 /2 DIAMETER w ENCASE DROP 48" INNER DIAMETER 6" MIN. ALL ': AROUND PIPE 6" MIN. 6 MIN. 3/4r PER FAT • n SLOPE .' W STANDARD �. RADIUS BEND ',�..., > LOWER ELBOW- SUPPORT PRE-CASTED -. .' ...-• .' . ''�': MONOLITHICALLY- is .:. �..: •.°: - " WITH MH BASE o 0 00o S2S��cQ o o,Qo off„, M - REVISIONS - BY DATE CONSULTINGy ENGINEERS REV. AS PER SL.C.U.S.D. GWR 11-30- aL_ _ ...._. _.. _._ _, ...,..... LAND SURVEYORS .. 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34982 (407) 464-3537 SEWER COLLECTION NOTES f jr*t 1. The Contractor and/or construction surveyor shall verify the 13. Vehicular access to adjacent properties shall be maintained at elevation of the benchmark noted on construction plans. Verify all times. Driveways shall be restored to Jurisdictional 'n condition wh ichever is I Standards or exist) , all elevations of existing pavement, stuboute and structures Governments g before starting construction and notify the Engineer if any greater. discrepancy in elevations exist 14. Traffic control, barricades, etc., shall be in accordance with 2. The Contractor is herein advised that "record drawings" will be the Florida Department of Transportation standards. performed on the project which will reflect the elevation and location of all structures and improvements on the project. 15. Areas to be open cut shall be overlaid within the limits of the These"record drawings" will be utilized by the Engineer to open cut as indicated in the plans. determine conformance of the project to required tolerances as set forth by permitting and/or approving public agencies. 16. Minimum cover shall be 36". Pipes with cover less than 36" Tolerances established by these agencies must be met in order shall be constructed of ductile iron pipe. for the project to be accepted for final certification and approval 17. Ten feet (10') minimum horizontal and eighteen inches (18") minimum vertical separation shall be maintained between the 3. All construction shall be in accordance with applicable Florida water and sewer lines. (See Special Conditions, Sanitary Sewer Department of Environmental Protection and St. Lucie County Construction). Utilities requirements and specifications. 18. Disturbed areas within State Road A-1-A shall be restored to 4. No field changes or deviations from design shall be made without their original condition. All unpaved and unsaddled areas prior approval of the Engineer. disturbed during the construction shall be seeded and mulched in accordance with Section 570 of the Florida Department of 5. The contractor shall coordinate service grades and location with Transportation 'specifications. the Engineer. 19. Existing utilities shall be field verified and protected by the 6. The contractor shall contact the Engineer, the appropriate. contractor. Governmental Jurisdictional agency and all Utility companies at least 48 hours prior to commencement of construction. 20. All gravity sewers shall have infiltration or exfiltration tests performed as follows: 7. The contractor shall notify the Florida Dept. of Transportation prior to the jack and bore under State RoadA-1-A. The a. Where the ground water elevation is at least 2 feet above contractor is responsible for construction in accordance with the the highest invert, infiltration shall be observed/measured utility permit which will be obtained by the Engineer. to determine leakage. 8a. Sewer force main shall be Polyvinyl Chloride conforming to AWWA b. When the ground water elevation is less than 2 feet above C-900-75 and shall be Class 150, DR-18. the highest invert, exfiltration tests shall be performed. The system shall filled to a minimum of 2 feet above the 8b. Gravity sewer mains shall be polyvinyl chloride conforming to highest invert and the loss in water recorded. Incremental ASTM-D 3034-74, SDR-35. testing is acceptable. 8c. Sewer Mains, where specified as Ductile Iron Pipe shall be class c. Utility Company requirements, if more stringent, apply. 250 or 350, double thickness poly lined and seal coated. 21. All force mains shall be pressure tested for a minimum of 2 hrs. 9. Sewer force main shall be brown or white in color and have the Force main pressure test shall conform t AWWA C words "sewer" printed permanently in brown on three sides for the 150 psi. Allowable leakage formula ""`"" "1 ` length of the pipe. 1/2 L = SDP �* 10. Fittings shall be castor ductile iron, standard body, conforming 133200 to AWWA C-110 and ANSI A21.11, Class 250, double thickness poly lined and seal coated. Where L =Leakage in GP - * ,` S = Length in Feet 3: 11a. Sewer force main shall be marked by the use of continuous Green P = Pressure in psi p a multi conductor 10 gauge THWN copper wire in the trench above D Diameter In Inch ; the main. In accordance with the manufacturer's instructions t� I� r T{{"� #;r 4 7'S I """",Yk�`. yak #btu, f i AM s ar x J r u d v G 11b. Continuous metallized detectable tape shall be used in all PV installations in accordance with manufacturer's instructions it ; a� `� " � S ,` ,a,�,qyti,'•.;'" .•� I,W� �At u�� r �` P { ,. 13 1F er � I �h ,.{� �� � 12. Sewer lines shall be laid on undisturbed ground, or ground compacted to 98% of maximum density in accordance T-180. Backflll shall be compacted to 98% of maximum density* accordance with AASHTO T-180.The contractor shall submit b certified density tests an deemed necessary the Engineer. . 7 a�y lN".¢(.�"''<xrr d a r "+ t'$Ifs.r r � r!, ' :, wt .yI. fr• n`^:" , I t +,I,s'd sa. * a .` ;uah. P2x r ... _ _ rir i' , " Fn eY � "r . ,., ., • S: „Y';Lr> .,'�{�.,.., :1' ay., t�ti. ss. ,.F!!�=s' �. BY DATE DESIGNED RML 9-16-94 CALCS..._ DRAWN GWR ........„9 19 94 DETAILED CHECKED RML 9-19-94 STANDARD SEPARATION FOR 1. Sewers and force mains should cross under water mains whenever possible.rl _"i1 Sanitary sewers, force mains and storm sewers crossing water mains shall be loid provide a minimum vertical distance of 18 inches between the invert of the upper pipe and the crown of the lower pipe whenever possible. 4 Where sewers and force mains must cross a water main with less than 1`ti 1'' inches vertical distance, both the sewer and the water main shall be constructed "• j of ductile iron pipe (DIP) at the crossing. (DIP is not required for storm sewers Sufficient lengths of DIP must be used to provide a minimum separation of 10 feet ' between any two joints. All joints on the water main within 20 feet of the crossing f' + must be mechanically restrained. A minimum vertical clearance of 6 inches must b7 ' maintained at all crossings. For pipeline sizes for which ductile iron is not available,,, PVC pipe shall be used and shall be encased in a 20 foot nominal length of ductile, HN iron pipe centered at the crossing. !_ All crossings shall be arranged so that the sewer pipe joints and the water main pl joints are equidistant from the point of crossing (pipes centered on the crossing�� (� Where a new pipe conflicts with an existing pipe with less than 18 inches vertical clearance, the new pipe shall be constructed of DIP and the new pipe shall be arranged to meet the crossing requirements above. r TM „ * a� 2. A minimum 10-foot horizontal separation shalt " m TTFt tYTe e�Waen antL111pe aT and water main in parallel installations whenever possible. In cases where it is not possible to maintain a 10-foot horizontal separation, the water; main must be laid in a separate trench or on an undisturbed earth shelf located on one side of the sewer or force main at such an elevation that the bottom of the water mair is at least 18 inches above the top of the sewer. Where it is not possible to maintain a vertical distance of 18 inches in parallel installations, the water main shall be constructed of DIP and the sewer or the force lih,41 shall be constructed of DIP with a minimum vertical distance of 6 inches. (DIP is not required for storm sewers) The water main should always be above the sewer. Joints of the water main shall be located as far apart as possible from joints on the sewer or main (staggered joints). 3. All DIP shall be class 50 or higher. Adequate protective meoisuirelgippinst corf slang sh be used as determined by the design engineer. i a t 4 ti 300. �t _. 4. Maximum obtainable separation of reclaimed water lines and domestic water lines shall be practiced. A minimum horizontal separation of five feet (center to center) or three feet (outside to outside), shall be maintained between reclaimed water lines and eith potable water mains or sewage collection lines. A minimum vertical clearance of 18 inches must be maintained between reclaimed water lines and potable water mains o 4' sewage collection lines At crossings, provisions of FAC Rule 17 604 and 10 States, Standards apply r y Y ` 5+,fTF',{+it r aI ,s q, r< , r ° s ■i ■ DATE: 9-19-94 HORIZ. SCALE: N.T.S. VERT. SCALE: N.T.S. JOB No. 9421 SHEET 8 OF 11 L/ L / L \ L L TEE CROSS USED AS TEE BENDS L L L L L TEE AS 90" BEND CROSS AS 90" BEND REDUCER L v OFFSET WYE VERTICAL END SQUARE CONCRETE PAD, RESTRAINED JOINTS BAGS OF RIP RAP OR COARSE GRAVEL (8" THICK 1 CU. FT.) TYPICAL -HA L' L HYDRANT RUN OUT VALVE DEAD END PIPELINE MECHANICAL RESTRAINT REQUIREMENTS MECHANICAL RESTRAINTS NOTES 1. ALL PIPELINES SHALL BE RESTRAINED AT ALL JOINTS AND APPURTENANCES AS SHOWN IN THE DETAILS FOR A DISTANCE OF "L". THE DISTANCE "L" SHALL BE DETERMINED BY THE DESIGN ENGINEER FOR SPECIFIC CONDITIONS AND CIRCUMSTANCES ON EACH PIPELINE DESIGN PROJECT. DETERMINATION OF DISTANCE "L" FOR SPECIFIC FITTING CONFIGURATIONS SHALL OCCUR DURING DESIGN AND BE SPECIFIED PRIOR TO BIDDING OF THE PROJECT. THE DISTANCE "L SHALL BE DOCUMENTED FOR ALL FITTINGS USED ON THE PLANS. 2. MECHANICAL RESTRAINT DEVICES AND SPECIFIED LENGTH OF RESTRAINED PIPE SHALL BE AS SPECIFIED IN ACCORDANCE TO UNI-BELL PVC PIPE ASSOCIATION SPECIFICATION "UNI-B-13" FOR PVC PIPE AND THE DUCTILE IRON PIPE RESEARCH ASSOCIATION "THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE" FOR DUCTILE IRON PIPE. 3. PAINT ALL THREADED PARTS WITH BITUMASTIC OR EPDXY COATING AND LET DRY BEFORE COVERING WITH APPROVED BACKFILL MATERIAL. 4. MECHANICAL JOINT ANCHORING SHALL BE USED IN LIEU OF CONCRETE THRUST BLOCKING. CONCRETE THRUST BLOCKING SHALL ONLY BE USED WHERE SHOWN ON THE CONSTRUCTION PLANS OR AS DIRECTED BY THE ENGINEER. 5. GENERAL GUIDELINES FOR DETERMINATION OF "L" SHALL BE BASED ON THE FOLLOWING GUIDELINES, UNLESS OTHERWISE SPECIFIED BY THE DESIGN ENGINEER: A. PIPELINE TEST PRESSURE OF 150 P.S.I. (MIN.) B. TYPE 4 OR TYPE 5 LAYING CONDITION C. SAFETY FACTOR OF 1.5 D. SAND -SILT SOIL COMPOSITION EXIST. 18" W.M. �_______ T u 18"x 8" TAPPING SLEEVE 8" TAPPING VALVE 8" WATER MAIN TAPPING SLEEVE & VALVE u LENGTH OF CASING PIPE PER PLAN PLACE EQUIDISTANT EACH SIDE OF ROADWAY 8'r _1 8' IIN.1 MIN. _- Pi ioo .4w - U N SKID SPACING w SEE TABLE CARRIER PIPE �� SLOPE PIPE CASING NON -CORROSIVE TO ONE END PIPE CASING INSULATOR RUBBER END SEAL W/ RESTRAINED STAINLESS STEEL BANDS PIPE JOINT STEEL STRAP, SIDE VIEW CABLE, CLAMP OR ASSEMBLY PIPE SIZE STEEL CASING SIZE (MIN.) MAX. SKID SPACING 4" 10" 4.5' 6" 12" 6.0' 8" 14" 7.0' 10" 16" 8.5' 12" 18" 9.5' I 20' 9.5' 16" 24" 9.5' 18" 24" 9.5' 20" 30" 9.5' 24" 36" 9.5' 30" 42" 9.5' 36" 1 48" 1 9.5' 90' POSITION BRACE CARRIER PIPE CASING PIPE NON -CORROSIVE CASING INSULATOR 90' SECTION VIEW NOTES: 1. CASING PIPE SHALL BE ASTM-A139 GRADE PIPE OF A DIAMETER AND THICKNESS EQUAL TO OR GREATER THAN THAT CONFORMING TO THE FLORIDA D.O.T. UTILITY ACCOMMODATION GUIDE. 2, INSULATOR SHALL BE SIZED TO PERMIT CLEARANCE BETWEEN BELL JOINT AND CASING WALL OR RESTRAINT DEVICE AND CASING WALL. 3. PETROLEUM PRODUCTS SHALL NOT BE USED FOR LUBRICATION OR ANY PORTION OF THIS ASSEMBLY WITH P.V.C. CARRIER PIPE. 4. RESTRAIN ALL CARRIER PIPE JOINTS WITHIN THE CASING PIPE. JACK & BORE DETAIL EXCAVATED TRENCH WIDTH FINISHED GRADE FINAL BACKFILL I '' --SEE NOTE #4 L\ \ 12' (FLAT TAMP) 6 MIN. 6" MIN. ma INITIAL \ c �\ PIPE ZONE ow BACKFILL \ Q�Q �� (SIDE TAMP) wwc ( HAUNCHING BEDDING \ F UNDATION MAY NOT UNDISTURBED SOIL BE RE UIRED) /\ NOTES: 1. FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS, 2. IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED OR IF THE PIPE IS INSTALLED IN A COMPACTED EMBANKMENT, THEN THE PIPE EMBEDMENT SHOULD BE COMPACTED TO A POINT AT LEAST 2 1/2 PIPE DIAMETERS FROM THE PIPE ON BOTH SIDES OF THE PIPE OR TO THE TRENCH WALLS, WHICHEVER IS LESS. 3. IF BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE, THEN A MINIMUM COMPACT DEPTH OF 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED. 4. BACK CUT OR SLOPE TRENCH WALL TO TOP OF THE PIPE AS NEEDED FOR EXCAVATIONS DEEPER THAT 4'-0". THE CONTRACTOR SHALL COMPLY WITH REQUIREMENTS OF THE FLORIDA TRENCH SAFETY ACT. 5. TRENCH REQUIREMENTS CAN BE ADJUSTED FOR SMALL DIAMETER LOW PRESSURE MAIN CONSTRUCTION. APPROVAL TO VARY FROM THIS DETAIL MUST BE OBTAINED FROM THE ENGINEER OF RECORD, IN WRITING, PRIOR TO BEGINNING CONSTRUCTION. STANDARD PIPE TRENCH CROSS SECTION �_vmry ir_r< FILE REF. FIELD BK./PG. 9421 DET4.DWG 6mrCULPEPPER& ........ TERPENING,INC. R/W R/W LINE 50' 50' LINE PROPOSED PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING PAVEMENT EL.= 5.5t EXISTING 8 8 GROUND MIN. MIN. / EXIST. 8"F.M 12" MIN. CARRIER PIPE INVERT EL.= O.0'f CONST. 18"x8" CONST. 64' OF 14" STEEL CASING PIPE TAPPING SLEEV//, & VALVE ON N BENDS AS NEED TO EXISTING 18" W.M. ACHIEVE 6" MIN. SEPARATION BETWEEN EXISTING F.M. & PROPOSED JACK & BORE CASING A-1-A SECTION ® W.M. CROSSING JACK & BORE DETAIL TO METER ASSEMBLY CARRIER PIPE R 5/8"x3/4 tPREA BY UTILITY) 2 FINISH GRADEIn m 8 TO ui z>EVICE vwACTOR) z�ETE OR > oETER o "' b BOX WITH READER LID Z (BY UTILITY) SERVICE SADDLE 1" POLYETHYLENE (PE) TUBING 45' C.T.S. AWWA # C901 WATER MAIN 1" CORPORATION STOP SECTION VIEW O O DOUBLE SERVICE PLAN SINGLE SERVICE PLAN NOTE: WATER SERVICES SHALL NOT BE CONSTRUCTED FOR THIS PROJECT UNLESS OTHERWISE SPECIFIED. IF SERVICES ARE SPECIFICALLY REQUIRED, CONTRACTOR SHALL INSTALL SERVICE AS SHOWN, EXCEPT FOR METER AND METER BOX. RESIDENTIAL SERVICE CONNECTION & METER CONSULTING ENGINEERS - R E V I S 1 0 N S- BY DATE BY DATE DESIGNED RML 4 & ..... CALCs LAND SURVEYORS DRAWN GWR 9 19-94 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34982 DETAILED (407) 464-3537 CHECKED RML 9 19-94 APPROVED_. TYPICAL CITY 3-WAY FIRE HYDRANT WITH 30" MIN. BURY. PAINT WITH 2 COATS (MIN.) OF FEDERAL SAFETY RED TWO 2.5" OUTLETS 4.5" PUMPER CONNECTION FACING THE STREET FRANGIBLE FLANGE LOCATION FOR "TRAFFIC" TYPE HYDRANT HYDRANT EXTENSION AS REQUIRED FOR ADDITIONAL DEPTH & BURY (TYPICALLY NOT TO BE USED) FINISH GRADE z • w z 2 z w :2¢ RESTRAINED HYDRANT SEE STANDARD CONNECTOR PIPE b 210 a VALVE & BOX (SEE NOTE 6) n w DETAIL 0 7 w z J 1' MIN. w 0 24" x 24" x 6" 0 CONCRETE COLLAR CL i / M 1It 0 p6M AX. o SEE NOTE #1 0 O b I iv WATER MAIN S p a HYDRANT LOCKING TEE 30" MIN. SEE NOTE #2 LEAVE DRAIN HOLE OPEN AND CLEAR TO ALLOW FOR DRAINAGE NOTE: 1. PROVIDE CLEARANCE PER HYDRANT MANUFACTURERS RECOMMENDATIONS 2 1/2" MIN. 2. A FIRM BASE CONSISTING OF SQUARE CONCRETE PAD OR COURSE GRAVEL (8" THICK) SHALL BE PLACED ON A FIRM LEVEL SUB -BASE. 3. FIRE HYDRANT SHALL COMPLY WITH ANSI/AWWA C502, DRY BARREL "BREAK -AWAY' TYPE WITH 5 1/4" VALVE OPENING. 4. THE MINIMUM BURY DEPTH SHALL BE 30 INCHES. 5. HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C600 SECTION 3.7. 6. VERTICAL BENDS MAY BE NECESSARY TO OBTAIN COVER UNDER SWALES. VERTICAL BENDS ARE INCLUDED IN HYDRANT ASSEMBLY. ALL BENDS MUST BE RESTRAINED. 7. CONNECTOR PIPE AND ANY REQUIRED VERTICAL BENDS SHALL HAVE AN ANCHORING FEATURE ON BOTH ENDS SO THAT WHEN USED WITH M.J. SPLIT GLANDS, A RESTRAINED JOINT IS PROVIDED, FIRE HYDRANT ASSEMBLY PROVIDE SPOOL PIECES AS _ REQUIRED (3(Y" MIN. LENGTH) 6" M.J. GATE VALVE RIGHT OF WAY HYDRANT SWALE N w a HYDRANT TEE i!__ EDGE OF ROADWAY PERPENDICULAR ARRANGEMENT a HYDRANT ,TEE 6" M.J. GATE VALVE .. " 8 ��`�90 ELBOW HYDRANT " " 18" SPOOL PIECE (MINIMUM) PARALLEL ARRANGEMENT (PRIOR APPROVAL BY ENGINEER OF RECORD MUST BE OBTAINED) NOTES 1. IN NO CASE SHALL THE HYDRANT BE LESS THAN 7 FEET FROM THE EDGE OF THE ROADWAY IMPROVEMENTS (PAVEMENTS, GUTTER, CURB, ETC.) 2. VERTICAL BENDS MAY BE NECESSARY TO OBTAIN COVER UNDER SWALES. ALL BENDS, SPOOLS ETC. SHALL BE RESTRAINED. 3. ALL FITTINGS SHALL BE RESTRAINED MECHANICAL JOINT DUCTILE IRON. FIRE HYDRANT ASSEMBLY ARRANGEME PARAGON WATER DETAILS 311 DATE: 9-19-94 HORIZ. VERT. SCALE: N.T.S. SCALE: N.T.S. JOB No. 9421 SHEET 9 OF 11 a ME �_ 5', i `. " 2xe TEMPORARY x4' R PAINTED BLUE GATE VALVE FINISH GRADE POLYETHYLENE SERVICE PIPE — M A, i '4.k < 3r t' �fwSV'a e' +a:i... i. _ .,. r ., n ty, ,Sv,� eIN, #4 "I I CORPORATION STOP — AFTER SAMPLING IS 11 \ �' cr,ao.M1x\���W�'.��v�� �,���, COMPLETE, TURN CORPORATION STOP OFF, , ` S C11ON B—B ,r.I REMOVE TUBING, AND PLUG CORPORATION STOP. WITH BRASS PLUG " `- I (FIRE SERVICE PORTION)'-1 ` ,, .. STAINLESS STEEL DOUBLE: STRAP TAPPING SADDLE WITH AWWA THREADS NO DIRECT TAPS SHALL BE PERMITTED NOTE" THE EXCAVA TED HOLE FORT TH IS S INSTALLATION 0 SHALL BE BACKFILLE D T T 0 NATURAL GRADE PRIOR.. TO DISCHARGING .ANY: wAYFR C)N rNF. rRrkr.ar, FIRE HYDRANT INSTALLED PER HYDRANT DETAIL O FINISH GRADE ' '�. 'L,�!` 'yam ti. THE { ., si .t S t ,y' ., jx5 x' e tr ,�. x"1,9A a " > '" ,b `� 4"li .�xY WATER C MAIN HOLE FOR THIS T IN, I SHALL BE BACKI .�`. ,,((......,,��,,4 �n 11 _ #„ �.4 , is k t"'k1. %,k,'iA 's,' Yf` I 1. ALL PIPE AND FITTINGS SHALL BE CLASS 53 DUCTILE IRON, CEMENT LINE[7, I, . �., :2. ALL UNDERGROUND FITTINGS SHALL BE MECHANICAL JOINT TYPE AND ALL ABOVE GROUND z, FLANGED STYLE WITH FULL FACE NEOPRENE GASKETS. a<_ 3. PROVIDE CHAINS AND LOCKS FOR THE VALVES AS REQUIRED BY THE UTILITY, 4. PROVIDE ADDITIONAL CONCRETE PIPE SUPPORTS AS NECESSARY TO SECURELY SUPPORT THE ASSEMBLY. WATER METER BACKFLOW PRE VENTER ASSEMB Y / L, F , FIRE SERVICE NT D M tt 0 E— 5UPP Y I L T r I , ra.: a p , s ., eFl ,. , ¢. - , I I - I" F`` TM ;: t xi, , , e ,F i. .. .. 1 t.. x , i ,.. 3 .. OUBLE DETECTOR CHECK &° METER BACKFLOW PREVENTER AS"4 R , lI i r,n h 'f yg�n✓, , 1t ,,: li;,'0 i ' l a ", f *. ) iK 5. r i I ' .. ,. ,. „ %•F E , I"" .. f. ,. W ...:.x.. .. u x ra s, -. v... 21.,, s, sP .:., -, -,. i... i.. . , , ,`i .,,, r , ... . ,..: R ._ ... ... µ. w a 2. V i { l �+v i Yd I. „ 1 1 h '. V I Y 1 l I ,vY.i , t , 'I - 1' Mz I' I ,.. ,... .... ...,. ,. ,.. 1 jot ri., , ,. .,.. , ,., . k , .v l , ,.. ..,. - 1 11 ,,1' a R �:'" r 1' o }l I, G G I I 1 } Y ! [ H I . MC F , , `r I I i ti .: , , yn: I k r.... , ,n1 , . . :d:. , .:., Ni I yy .1 ..- ,... 11, r ,.., �... , , j .. .... ... i t o......,, w,. . L. ,.. 4 1 ,. .. .. , , , - jr ` f1�1{ @ 1 i 1 _ %j4 BEY 3' i 11 Y I�t45, f F 1'4 I,e } , Ili -I y k r v.., , ,F r, I, $ r 0 It - F{ , I I per A, l• ,r ... i l , M, ){� .{N i �x{1" �, 51 (4'' IH. t AVG. F> ST to I{ I k, `,`".I"4 : PIPE DIA"" n , 5) PRESSURE {I �" P.S.I. � ( &'; r 1A°t ^- �, nw i 8 10 12 14 16 $ '' , 1 24 30 1 v , ,u C'`,''1 .".., I" 200 0.21 0.32 0.43 0.64 0.85 1,06 1.28, 1,48 1.70 1,91 2.12 2.55 3.i9 150 0. 9 0.28 0.37 0.55 0.74 0,92 1.10 1.29 1.47 1_66 1.84 2. 2.76 ' AI(ll'CC. { K I r A x s+ ,k , : ,1 '{ 1 { 4 K u x� :.{ a4 k I � .rl '.' `p£" lylt i, M , I,'F n.t "°v' -C Ii t.- TO OBTAIN THE ECOMMENDED ALLOWABLE LEAKAGE FOR PIPE WITH 20 FT. NOMINAL LENGTHS, MULTIPLY ;' LEAKAGE CALCUL',ATED FROM THE TABLE BY 0.9. 1 2. THE ALLOWABLE LEAKAGE FOR A PIPELINE IS CALCULATED BY MULTIPLYING THE LEAKAGE PER HOUR,` S TAI.6 FROM THE ABOVE TABLE, BY THE DURATION OF THE TEST IN HOURS AND BY THE TOTAL LENGTH OF THE LINE BEING TESTED DIVIDED BY 1,000. IF THE LINE UNDER TEST CONTAINS SECTIONS OF VAyRIOUS DIAMETERS, THE �' . ALLOWABLE LEAKAGE WILL BE THE SUM OF COMPUTED LEAKAGE FOR EACH SIZE. `,`- ,^. 3 " � I S. CHART DEVELOPED FROM A.W.WA. MANUAL "- .M1 a I$I ` << f , - ,;' 4. MAXfMUM TEST LENGTH = 2,500 FEET PER SEC1't<f IIi, I,I"',",. II 5. THIS STANDARD SHALL REFLECT ANY REVISION OF A W W A C 60d;' 6. STANDARD TEST RESSURE = 150%,FI,I { re` ,,e , ' FORMULA V2 ',` M1 " 1�-,� 6 1 , 7, BASIS (S)x(D)X(P) �� ; 6r T M1 ,' 133,200 I I +t�LLOWABLE LEAKAGE (GALLONS PER HOURS . �� '`m ,1 LENGTH OF PIPE TESTED (FEET) , !I , DIAMETER OF PIPE (INCHES) „ ', y, d _ ' . * ST RESSURE (P ,,, 4 �! I � $" i *� I- r 6, k ,,Y A5 q t d i{ nS p, I i 1� , Y t " lt n a , aL` r"k,ey r wG p,,.l ri'll' w"K r' r''^I >� # r I "r6' 1 r' ,a I h :'I� I '�i9�,, - il� "'[ ,w, S s .'. N't Alwl r ijI,1t o-> `, 9, ISrI i , s r �rvs w.,, e" NI1 k �..,5 vl _ .y.a..w,f d 5N i ",,M >;'4;1 COMPUTER PO. FILE REF. FIELD BK. / 9421DET5.DWG CONSULTING ENGINEERS & I .... .N.'t ...... - - 1. ... I CULPEPPER & LAND suRVEYORs ....' 2980 SOUTH 25th STREET _.. ., ..-, ; _ FORT PIERCE, FLORIDA 34982 ._... _ TERPENING,INC, (407) 464-3537 kral�, lfft + �,a'r1 r4 J `7 d' 7w « ,r` ° iiu '*vl' x PAI i �jxE'3,,n 4C�. `eta 9+rk ;a 5 f. ` %L IIIIIII ;`.I£ .• ' Y I III,i ` ,Il < ... -. x I ,'Y g£ I t v 1 1 "j. y, Y ml,<. it WATER DISTRIBUTION NOTES" ` �YIgIIIzil� „x Y"lI I1r (', :s""�' .3.a,le ¢ .` ~'s"�.'',..{�, I �,:�4^� ..k.: px+ 5 1,. "s:. rv:} pS,.� +'.��y i�' &A'e t ',apt .: e 1. The Contractor and/or construction surveyor shall verify the 17, Existing utilities shall be field verified and protected b elevation of the benchmark shown on construction plans. Verify contractors r ajk all elevations of existing pavement, stubouts, and structures T_}' t,I,;. 1i� 24", T�s . � i P, before starting construction and notify the Engineer if any 18, The contractor shall furnish as built information to the ''iz discrepancy in elevations exist. Engineer, including locations of tees valves etc as request by the Engineer. i " , 1 1, � T 2. The Contractor is herein advised that "record drawings" will be l'; ':' l i � a ¢ a1I' , ` -Ita : performed on the project which will reflect the elevation and 19. The contractor shall tap existing lines under the superviser. i location of all structures and improvements on the project. St. Lucie County Utilities only after preliminary testing These 'record drawings" will be utilized by the Engineer to disinfection has been completed and approvec�L&, ` '' ^t t "; ', determine conformance of the project to required tolerances as set forth by permitting and/or approving public agencies. 20. The contractor shall notify the Florida Dept. of Transportation Tolerances established by these agencies must be met in order prior to the jack and bore under State Road A-1-A. The for the project to be accepted for final certification and contractor is responsible for construction in accordance with Il approval. the appropriate permit, which will be obtained by the Engineer. 3. All construction shall be in accordance with applicable Florida 21. Water main shall be marked by the use of continuous Blu ,:' ; Department of Environmental Protection and St. Lucie County multi -strand insulated 10 gauge THWN copper wire. t' Utilities requirements and specifications. { 22. Service taps (Bacteria Sample Points (BSP)) shall be place 4. No field changes or deviations from design to be made without approximately ten feet away from gate valves, as shown, for11 t- prior approval of the Engineer and St. Lucie County Utilities. testing. Following testing and sterilization of waterline 1, contractor shall place a brass plug in all corporation sto `2. 2141 5. Water main where specified as Polyvinyl Chloride, shall conform which were used as BSP's and remove the tubing to AWWA C-900, pressure Class 150, DR(18).Ne } il_,.11= »rf 23. Mechanical restraints to be used on all fittings. No fhru�i':1 6. Water main, where specified as Ductile Iron Pipe, shall conform blocks are to be utilized within the system. i,k y to ANSI A-21.51 or AWWA C-151, and shall be Class 250 or ".1 350 poly lined unless otherwise specified by the utility having 24. Where a water main is to be installed near a storm droin pi., jurisdiction or the Engineer. minimum of 6" of vertical clearance between pipes shall c z maintained unless otherwise directed by the Engineer. ;, 7. Water main shall be blue or white in color and have the words ><';;-= s water main" printed permanently in blue on three sides for the 25. Vehicular access to adjacent properties shall be maintaine' length of the pipe. all times Driveways shall be restored to Jurisdictional j r Governmental Standards ar e Istlnc conditions, whiGh:+ter ,_, ",; 8. Fittings shall be cast or ductile iron, standard body, rent .., 7�«ir:' �=,t<[ :,,'l. �! ,'. ',I ` 'I � , ,hs 9,',n u:.' x3�::�'I'1 ._ .w , ', ^°�` �..,5>r, s 'Ii #' conforming to AWWA C-110 and ANSI A21.11, Class 250, poly fi! ;I lined and seal coated. 26. All water mains, including the feed line from the meter ta"Ill�� building, shall tested at 150 psi for two hours. Testing � ,`` 9. Gate valves shall be Mueller Resilient Seat, Kennedy Ken -Seal or methods shall conform to AWWA C-600 requirements. A approved equal. Valves shall conform to AWWA C-509. 1 ; , a rl a ,, , t1 _, Allowable leako r �iI`,,i:l. :. +. ... v. -... ,t. ,, , , �v. m' " 10. Water r lines &.. a e es shall , .: be laid n _., � s,_.t. .,. ..< , x o undisturbed r _ « , ,. ., ., . ., _ �... ! ,4 - .� d ground, or r , ,. .,a " ..,.<>. _ ground _ ,:.I „.,, .. „ ,., , . .� , 9 9 1, ..,rc :..v, ._-.. , J w .. .. - s.. .. P ...n n ... ,.-,. :. 1�11. compacted t «. j,,.. ,, k .:,.. ,h. 0 98% of :� - maxim I.. z ,, .. �_. -. P um density In accordance .with AASH -� , I � �: ,~d ,,, r , l . .::. __.. , _ � ; a.. , a M1£u,.: v, 1{ ,4.., x, tl',r ,r.,. .. — r , z. c. .. ... -. ,,. Y ....<" ,, , ,... Backfill shall s al e b comp acted t , ,<,",. .{rI "I, ... of maxim um density In ,. I h .,,� r Y 133 200 4 M f,. , accordance with AASHTO T-180. The contractor shall submit L =Leakage In GpIFd j `s=,,' r'II certified density tests on each 12" lift as deemed necessary by S =Len th of i '' "'' '.:. ,I" the Engineer.li 9 P pay.Fr,.,.:, , _ 4 Diameter en,. k -5 M'� 1 4' t a A 'r 1L 1 1 5 It S 9 's x { , n1. ''°R.<',5 r• '. ( 4 :l'.. ,I �s. �'«'' , ,K tx. r i r alil , ':'. .11 � :^'n p¢... �5 ,i: 11. The cants „ , Y;.. , , „", actor shall contact the En m t - I „` g eer, the appro Hate p (h , r, Governmental Jurisdictional agency and all utility companies at 27. Water main shall be disinfected and approved in accordan 1 I I, least 48 hours prior to commencement of construction for the latest applicable Florida Department of Environ 11 e1 s.: xI11 '� coordination of any utilities. Protection and AWWA requirements. (AWWA C-601� s 12 Traffic control, barricades, etc., shall be in accordance with 28. Dedicai i "{;It `t u i '4 > l the Florida Department of Transportation standards. ; N' ,: a) Where specified to be Polyvinyl Chloride, shall conform to 13. Areas to be o n e cuts all v h be o erlald with n P the limits f s o the c a CLI' o en t as indicated in h a p t e plans., . , 'I ` :l ¢ 7 I V :"F , ,5, A �:'f;l,, ink' t a� i a �" a I ,r4, n d k:I Iii n It t 14. Minimum r cove sh _..:, „t.,w.. a:.+ ,Y,.,• all be 36 , es with cover less than 30 $I " P P s x, .,. , I � i I �, r.' 4 ,' 4 b e concrete encase d or be Ductile II r 7 �- t e I on Pie �"": ,. 'r unless otherwis , e P k4 , .o � , k 3 I I,, r �Y h directed b the En ineer. = "'c; Y Y 9 I i 4 ,� "t I c) Pressure testing of fire mains . IA Y ;._j 4 15. Ten (10) feet minimum horizontal and eighteen (18) inches COnfOf m to NFPA 24 lot est re uiremen minimum vertical separation shall be maintained between the ) q t'k2I I, 4 water main and any sewer lines. (See Special Conditions, d) Fire protection lines must be installed and certified try a;' - Sanitary Sewer Construction - Separation.) contractor licensed specifically to install fire prevention P �I 1, 4, `ir..� w' <,+4 . v Y'""';I: ,r.. " 1� 3M1Ts i` v.1, „ tIINfi! U }# :4- .., , n_, ,., n.. , 16. Dist Disturbed are r .., «. ,, ., u as shall be restored t h i �. �, �, v. I. 1�<. ,.._ , ., I o their r original I ._, . M. , r. l .;. na condition... ,., ,,, = r. , ,� All unpaved , n ,.,,1„ w ,.. 1 ,I ed and unsodded areas disturbed during f , p u rig the construction a Red sin le conduct r � �,. 9 o Insl shall be seeded and mulched rv, t. a r.., u ched In ac cordance with Section 70 f r~ 5 0 shalt � � be u 1 > sed 2 au e 'r � a 9 r. r { M' ',9 C' .I Mi "I Ithe Florida , A e Department of Tra nsportation ortotion s ecifica ion "n :f; P t s P , I # . , p n. �,., .-. _ L ,.,.. , .. ! tt ':Y3... _..0 ,., ,,:. .-.-_,-,, ,. , �_�tW, _i �a h... _... r.< n:nl&X{i,r , ._. ... .INII. c � ct z4..,,.,1,. ,-„_ �;ij� , < F,11 —REVISIONS — BY DATE ` EI. "t-, l ifigb.: GWR 11 30-9< 4 :4r. p ' 1 E. PT M1C xx Po _.. 4 .m:H` .;.,.4. I151 HNik '; , yi"i } y s, $a e wr waMaK, <y '. �... Jr _ . , w w.�.C,:,- ,vz.*F:+�ixnazwr,:.. rr.r..,.. ,aL. « 1,.,., A .. .,,,¢- . ... _- BY DATE DESIGNED RML 9 16-94 CALCS. DRAWN GWR 9 19 94 DETAILED CHECKED RML 9-19-94 APPROVED WATER ME TAILS ," 1f 4 w; ,t .:� T5 a;:r ;g "yL li,+ ic.,a V}.. ,« ,1'j �' .t ,w IRM I- , a" DATE: 9-19-94 HORIZ. VERT. SCALE: N,T.S.. SCALE: N.T.S. JOB No. 9421 SHEET 1 O OF 1 1 I' WELL CL WET WELL ALUMINUM HATCH/COVER UPPER GUIDE BRACKET WITH STAINLESS STEEL BOLTS TOP SLAB ELEV.= 7.50 4" PVC OR CAST IRON CABLE HOLDER VENT PIPE WITH BUG / \ GUIDE BARS TO CONTROL PANEL I SCREEN / PUMP CONDUIT / \ \ NATURAL GROUND ELEV.= 7.0 / • .4 4. ' �.: t• d . e -}; ui / WET WELL AND WET FRAME GROUT WATER TIGHT ° °• STAINLESS STEEL GUIDE BAR HINGE SIDE PRE -FABRICATED OF HATCH \ REINFORCED CONCRETE ° WET WELL (ASTM C-478) PIT P MP R DM VALVE / / vl� PUMP ALL FORCE MAINS TO e D. WET WELL GROUT WATERTIGHT EDGE OF BASE CHAIN HOOK HAVE 90 ELBOW & 8 FT , d EXTENSION TO WITHIN 2' OFF BOTTOM OF WET WELL e • DISCHARGE PIPE -►TO VALVE PIT ELASTOMEROIOCT -8" MIN. PLAN VIEW GRADE ELEVATION GASKET B INFLUENT ° PRE -MOLDED PLASTIC PIPE(S) JOINT SEALER (TYP) INVERT EL.- 1.35 CEMENT LINED DUCTILE IRON FLANGED PIPE (4") EDGE OF BASE ALARM SIGNAL ON EL.= 1.00 AO STAINLESS STEEL LIFTING CABLE LAG PUMP ON EL= 0.00 DISCHARGE CONNECTION CLASS 125 DISCHARGE LEAD PUMP ON EL.= -1.00 I FLANGE SECTION 125 DISCHARGE (7,-4" ) 8" (6,-0,) 8" " PLUG VALVE 4" CHECK VALVE WITH OUTSIDE SPRING & WEIGHTED LEVER n WETFROM WELL O ® 12" 1 - © '®' CROSS FM ELBOW UP FOR HOSE CONNECTION ._. 6"x4" FOR 6" PIPING INSTALLATION ET WELL 3/4" ANGLE BALL VALVES (2 TYPICAL)-`' 8" + PIPE DIAMETER SHORT RADIUS ELBOW PLAN VIEW 24" MINIMUM ALUMINUM COVER WITH 0 WET WELL PADLOCK HASP NOMINAL SIZE OF 30"x48" - I I" `,�_ WET WELL AND ACCESS I + • STAINLESS STEEL BOLTS FRAME ° PUMPS OFF EL.= -2.00 FURNISHED BY PUMP (ALSO ALTERNATES LEAD / LAG SEQUENCE) PUMP MANUFACTURER 12" MIN. ALL AROUND GROUT - - 60. 2" GROUT LEVELING BED 4'-4" DA. BASE BOTTOM FLOOR ELEVATION CIRCLE GROUTED EL. 3.50 OR PER PUMP MANUFACTURERS ° EIGHT (8) 3/4 DIA. STAINLESS STEEL BOLTS, PROJECTION 2" OR PER PUMP MANUFACTURERS RECOMMENDATIONS, a ° BASE SIZED TO e, RECOMMENDATIONS '' I '" MIN. 2 ° < -- d, •. d . a. .• WITHSTAND FULL ���r ...- • - 4 • - 4 ° d HYDROSTATIC UPLIFT OF SUBMERGED STATION o>a o$oo\ \ 8" BED OF COMPACTED 3/4" ROCK GRAVEL PUMP DATA: MANUFACTURER FLYGT MODEL # CP-3127 imp. # 462 MOTOR: 3127 HP: 10.0 RPM•1750 230 VOLTS 3 PHASE 60 HERTZ OPERATING CONDITIONS: 165 GPM AT 53 TDH 52.5 % EFFICIENCY WET WELL: SIZED FOR MINIMUM PUMP CYCLE TIME OF 10 MINUTES AND A MAXIMUM OF 6 PUMP STARTS PER HOUR. WORKING DEPTH 1.25 FT. WORKING VOLUME 473 GALS. ELECTRICAL: FEEDERS AND CONDUIT MAIN SWITCH POLES 4 AMPS 9.9 WET WELL SECTION VIEW COMPONENTS LEGEND MCB - MAIN CIRCUIT BREAKER ECB - EMERGENCY CIRCUIT BREAKER MB - MOTOR BREAKER CCB - CONTROL BREAKER MS - MOTOR STARTER OIL - OVERLOAD HEATER GR - GENERATOR RECEPTACLE DR - DUPLEX RECEPTACLE PAA - PUMP AUTOMATIC ALTERNATOR F - FUSE HOA - HAND -OFF -AUTO SWITCH RL - RUN LIGHT ETM - ELAPSED TIME METER AL - ALARM FLASHER AB - ALARM HORN TS - TERMINAL STRIP PM - PHASE MONITOR LA - LIGHTNING ARRESTOR CT - CONTROL TRANSFORMER R - RELAY PL - PUMPING LEVEL INDICATOR DRB - DUPLEX RECEPTACLE BREAKER ATS - ALTERNATOR TEST SWITCH GIRD - GROUND RTS - REGULATOR TERMINAL STRIP FIR - FLOAT REGULATOR ASB - ALARM SILENCER TAAC - TELEMETRY ALARM AUXILIARY CONTACT TTS - THERMAL TERMINAL STRIP GFCI - GROUND FAULT CIRCUIT INTERRUPTER PB - PUSH BUTTON AM - AMMETER FTS - FLOAT TEST SWITCH PM 0 C�]A- CCB 6 8 1 66R3 8 2 TE AUTO 5 PA ' OFF PLAN VIEW BASE ELEVATION NOTES: 1. CONFIGURATIONS SHOWN ILLUSTRATE GENERAL REQUIREMENTS ONLY. ALL DETAILS, INCLUDING SIZING OF WET WELL, TYPE, SIZE, LOCATION AND ARRANGEMENT OF VALVES, PIPING, PUMPS AND ACCESSORIES ARE TO BE PER PUMP MANUFACTURERS REQUIREMENTS. 2. ORIENTATION OF INFLUENT PIPE SHOWN IN SITE PLAN WET WELL PLAN VIEWS TA TC "R4C IMBI MSI OL'S PUMP 1 `M62 MS2 OL'S PUMP 2 --� SA- � 4 [)C 75 KVA 480V SYSTEM ONLY 5A-AF 5 - 480-120VV 8 DR _ DRB RLi y PM-1-1 LM TM 1 O EA RL2 y~--OL'S TTS 5120V CTC.O75 KVA 24V i AB ITS rc AL 7 FTS 3 11 PL4 C PL3.c PL2,. FTS 2 V K / 1- I R11 1 8 RI PL1 n RTS 1 2 R i FTS 1 SCHEMATIC WIRING DIAGRAM 2.5' SECURE TO PIPE SUPPORT WITI'4'� =�M.:<,� t� ' + 'loam I TWO STAINLESS STEEL HOSE CLAMPS14 E 1 SERVICE METER REDUCED PRESSURE BACKFLOW 5 MAIN SWITCH WATERTIGHT PREVENTOR (BY CONTRACTOR) ENCLOSURE ' BALL VALVE WITH TEST COCK (TYPICAL) Ro LIGHTNING ARRESTER SEE NOTE #2 FINISH GRADE FEEDERS & CONDUIT 1 # 6 IN 3/4" CONDUIT THERM-O-WELD SEE NOTE #1 FINISH GRADE Z"'GALVANIZED SUPPORT ,. - �,,.� � I PIPE FILLED WITH CONCRETE - - _ _ - TO ELECTRIC J L - - _ _ ' J TRANSFORMER t COPPER WELL GROUND ROD 3/4" x 8' LONG 1. TYPE "K" COPPER TUBING (SOFT DRAWN) OR POLYETHYLENE TUBING SDR 9 REAR VIEW COPPER TUBE SIZE, 2. BOTH RISERS SHALL BE .TYPE "IC COPPER TUBING (HARD DRAWN) WITH COPPER/ I BRASS "SWEAT' FITTINGS AND ADAPTERS. ONLY LEAD FREE SOLDER AND FLUX SHALL BE PERMITTED. #5 ® 6" O.C. & E.W. Q HIGH LEVEL ALARM LIGHT WATER SERVICE ASSEMBLY #4 ® 6" O.C. & E.W. 4" HOSE CONNECT_ ADAPTOR & CAP 2" DIA. PRESSURE GAUGE z_ WITH BALL VALVE ® 45' ANGLE / TOP RAIL 1 5 U CONTROL PANEL SCH. 40 GSP =' GROUT (TYP.) (NEMA 4X) - - FROM DISCHARGE TO 3" SCH 40 GSP - WET WELL FORCE MAIN 2 1/2" SCH. 40 AT CQRNR GSP POSTS SPACED HORIZONTAL t 12 FEEDERS & CONDUITS AT 10'-0" MAX. BRACE' 8" CONDUIT SEAL -OFFS TO BE -17 PROVIDE 10x 25x 05: ! ' .' ." ��PLACED WITHIN 8" 1OF STRETCHER--i3AR4 6" ALL AROUND ELECTRICAL ENCLOSURE. 7 GA. ALUMINUM DIAGONAL BRACE #5 AT 12" O.C. CONCRETE PEDESTAL WITH COATED SPRING COIL ROD WITH & E.W. #4 BAR 12" O.C. & E.W. `o TENSION WIRE TURNBUCKLE 4" SUMP DRAIN WITH CONCRETE BLOCK OR BRICK TRAP TO WET WELL PIPE PEDESTAL UNDER CROSS FINISH GRADE SECTION VIEW �j�'VVtf''j�(�f{� NOTES • - . - - . - - ... I III L 4J l rO ROUND 1. ALL PIPES TO BE CEMENT LINED D.I.P. FLANGED, IN ACCORDANCE WITH AWWA. TO ELECTRIC J ( III L T -� CONCRETE FOOTING �� TO WET WELL 2, CONSTRUCTION OF VAULT SHALL BE PRE -CAST OR POURED IN PLACE. TRANSFORMER I� - -_ LINE POST CORNER POST " L - - J PROVIDE SEPARATE CONDUITS FOR 9 GAGE COATED MOTOR CABLES AND LIQUID LEVEL TOP RAIL 1 5/8 STEEL FABRIC " REGULATOR CABLES SCH. 40 GSP SIDE VIEW STRETCHER BAR J BARQ LIFT STATION VALVE PIT LIFT STATION CONTROL PANEL PADOCK&WHASP DIAGONAL BRACE tO ROD WITH TURNBUCKLE 1"0 SCH. 40 GSP IN CONCRETE FOOTING ,. 12"0 ROUND AL CONCRETE FOOTI 0 O GATE NOTES: 1. GATES TO HAVE A 20'-0" CLEAR OPENINI 2. COATED STEEL WOVEN WIRE FABRIC SHALI BARS AND STRAPS AND FASTENED TOP & GND LA GALVANIZED PIG RING TIES. L, `- TTSS I 00 3. GATE TO BE SECURED OPEN WITH GATE �> L r, 6' HIGH CHAIN LINr\ r r-r4v�G vG i Hu- ® INTERLOCK NOTES: 1. ENCLOSURE SHALL BE WATERTIGHT STAINLESS STEEL NEMA 4X CABINET WITH ALUMINUM DEAD FRONT WITH LOCKING HASP & CONTINUOUS HINGE. 2. DEAD FRONT SHOWN CLOSED. A DEAD FRONT REMOVED FOR CLARITY DEAD FRONT PANEL INTERNAL COMPONENTS ' CONSULTING ENGINEERS & LAND SURVEYORS CULPEPPER & 2980 SOUTH 25th STREET FORT PIERCE, FLORIDA 34982 TERPENINGINC. (407) 464-3537 - R E V I S 1 0 N �j - BY DATE BY DATE COMPUTER REF. FILE REF. -. FIELD BK./PG. RE-ROUTE WATER SERVICE ..... REV. AS PER S L C.U.S.D. GWR GWR 10-18-9 11-29-94 DESIGNED CALCS. DRAWN ... DETAILED CHECKED RML . GWR RML 9-16-94 9 19 94 ...... 9-19-94 94FILE _.. B" PVC SAN. SEWER ® 0.4% 1" P.E. WATER ERVICE W/RPZ 1 1/2" P.E. BACKFLOW PREVENTERWATER 1 SERVICE CONST. 13' OF 8" DI SAN. q SEWER 0 0.4% JACK & BORE \ SAN-2 8" PVC SAN. \ SEWER ® 0.4% o• W/CAP \ , x \` 26.3' CONTROL -EXISTING COASTAL -- HINGES PANEL CONSTRUCTION 4" PVC SAN. (TYP') 6' HIGH CHAIN LINK CONTROL LINE FORCE MAIN VENT FENCE (9 GAUGE FABRIC) MINIMUM A R SITE PLAIN DATE: 9-19-94 PJ, 1� /� l� V N HORIZ. SCALE: N.T.S. t1 t1 VERT. SCALE: N.T.S. LIFT STATION DETAILS J0B No 9421 SHEET 11 OF 11 r, 4 0 r U n m E L m ti m ti .a n1 c� 0 a ,z a \ I I New DNR CCCL SPREAD PLAN'- 50 THAT 70P OF -ROOT BALL IS E1,EN WITH THE FINISHED GRADE • PAINT ALL CUTS OVER I• DIA. • FLAG GUYING WIRES WTH SURVEYOR TAPE RUBBER HOSE 1• DIA.---- GUYING WIRES 2 STRAND TWIST 7 12 GUAGE 'ERE _ 3 2"x4-x24• PRESS TREATE SAUCER STAKES - TOP OF STAKE 6- ABOVE GROUND t SPECIFIED PLANTING Mlx —T WATER k TAMP TO - REMOVE AIR POCKETS 57AKING AS REQUIRED 2 X BALL DIA. s TREE PLANTING -- GUY WIREQ SCALE- NOT TO SCALE NOT: - STAKE TO FIRST BRANCHES AS NECESSARY FOR FIRM SUPPOR' WIRE SHA' L NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES 3• M'J'-CH FORM SAUCER VAT, 3• CONTINUOUS RIM -- _ s oI� w = 4 Y U w � a 2• X 2- HARDWOOD STAKES L DRIVEN RRMLY A MINWI V CF e INTO THE SUBGRADE PROP TO 3ACK L N -- 2 STRAND 12 A -�ALV. WIRE TWISTED AN- ENCASED N RUBBER HOSE 6 - 9- ROM TOP OF SAKE 2 WRE SUPPORTS SHAL_ BE SED ON MA;N ST UCTURA. ERANCHSS SPECIFIED PLANTNG MI%-i-" WATER @ TAMP TO REMOVE AIR POCKn i 5 1� LI VUL T1 -1RU1° K iRt E __ 11 1fv' SCALE: NOT TO SCALE � 7 I I -- PLANT SPACING AS PER PLAN -----`'•^ 2" MULCH INSTALLED II BEFORE PLANTING ------- PREPARE BED AS PER WRITTEN SPECIFICATION —III-1 I I-J I I I I I 11= I I I— IHll�ll—loll 111 JAI -� I �_u I _I I GROUNDCOVER PLANTING DETAIL SCALE: NOT TO SCALE ("ORM SAUCER W 3• CONTINUOUS SPECIFIED PLANT MIX. WATER h TO REMOVE AIR POCKETS SHRUB PLANTING SCALE: NOT TO SCALE rl Opef ty Dvut 11J131y (typ-) PLANT THAT TDIP CF ROO' \\1 BALL S EVEN WITH + FINISHED GRADE � - PAINT ALL CUTS CV.R J'A FLAG G rNO WIRES W � SURVEY R TAPE''- 0 C53 2' 4' x 1G' WOOD BATTENS.___ (do not to beitene U a' GUYING WIRES 2 STRAND TWST wl x 12 CLAGE WIRE '-- - - ' KORM 1 3 2-X4'X24' PRESS n ATED ,- SAUCER \ MULCH ■■ f STAKES TOP OF STAKE • —#--�- 6 ABOVE GROUND SPECIFIEyD PLANTING MiX _ WATER f TAMP TO ={ II REMOVE. AIR POCKETS _ E AY IN- AS REQURED j 2 %. Ate_ .^.. A.-.. :y_I -��'_ UlJ A'Y'� SCALE: NO- 'O SCALE Old DNR CCCI Top of Dune A� \ + SG r SSG 1 T So 1 7� 3 1 J SGAB eac Legend for Existing Vegetation & Conditions SG Seagrape AB Australian Pine, Brazilian Pepper, Cabbage Palm & Sea Grape CP Cocoplum CL Cleared of exotic vegetation So Sea Oats, Spider Lily, Railroad Vine, Dune Sunflower, Panicgrass, Vetch, Prickley Pear, Scaveola, Saltgrass, Sea Pickle CV Coin Vine Gopher Tortoise Burrow h Atlantic Ocean '�5 \ \1 y. -�"— '-Dune Crossover o 1 L' J SG J� \ -� (SGJ� SO T CP CV 01 SG Plant Material Notes: l PLANT LIST All plants shall conform to the established nursery grades and standards, to be Florida #1 or better, and shall be free of disease and insects upon installation. 0T_y HOTA_MCALNAME -Common Name � ,r, �;r,n Trees shall be a minimum of ten (10') feet in height with a minimum d.b.h. of one and one-half inches (1.5" ), canopy spread of five (5) feet, and a minimum clear trunk of five (5) feet at the time of installation. PA Shrubs shall be a minimum of eighteen (18") inches in height at the 8 COCOS NUCIFERA'GREEN MALAYAN' -Coconut Palm time of installation and will provide a solid screen within one (1) year. s c.t. min. Shrubs adjacent to residential property shall be allowed to grow to a six H: ti 2 PHOENIX DACTYLIFERA - Date Palm rf TO' c,t, Fl. Fancy (6') foot height. y y 44 SABAL PALME!-i'O - Cabbage Palm • Groundcovers shall be planted to create a reasonably complete coverage Booted, (4) 9' c.L, (6) 12' c.t., (4)15' c.t. within nine (9) months of installation. 21 WASHINGTONIA ROBUSTA - Mexican Fan Palm 15', 18', 21' c.t. (3 each) • Turf grass shall be installed using solid sod and shall be either Bahia F1 c?IyE_R1NG ACCENT TREES or St. Augustine. '^ Ali terminal parking islands will be provided anon -mountable curb. 8 TADEBUTA CARAiDA -Yellow Trumpet Tree to' x a', B&B • A motor vehicle stop will be provided at each parking space to protect ' 5 PARKINSONIA ACULEATA - Jeruselum Thorn interior landscaping. ✓, 10' x 5', B&B • A safe sight corner will be provided at the project entrance with any 8 NERIUMOLEANDER- OleanderStd. 'Calypso, Whit. x 5' sprd., hvy. cal. plant materials conforming to height restrictions and cross -visibility concerns. CANOPY TREES • All loading spaces and trash collection areas will be provided with either 6 CONOCARPUS ERECTUS -Green Buttonwa d a I MIA, opaque screen W) or landscape hedge (4' when planted). t0' N x 6' s rd., EREC US fun to base • All landscaped areas will be provided a mulch cover of at least three (3) 3 CONOCARPUS ERECTUS'SERICEUS' - Silver Buttonwood inches• Who. x 6' sprd., multi -stem, full to base • Final landscape and irrigation design shall conform to Section 7.D9.06, PERSEA BORDOMA - Red Bay Standards for Native and Drought Tolerant Vegetation, as follows: -� 10' x 5', sg Lurk, container grown 18 QUERCUS VIRGiNIA - Live Oak - 50`X, water wise/native plant useage (minimum). To' x 6', container grown - Xeriscape principles (massing according to water requirements) EVERGREEN ACCEN•1"TREES ~hall be maintained. �\ 2 MYRSINE CUTANENSIS Mvrsine Std. -Ground cover useage when landscape area is eight f8') feet wide or less. T ht. x 4" E pCU ANfulls SIS t5 yrs - Irrigation design standards (zoning, automatic shut-off devices) I RAPHiOLEPIS'MAJESTIC BEAUTY' - Majestic Beauty shall be maintained. Detailed system design to be provided with 6' ht. x 4' sprcf.,full final landscape design. 2 ILEX VO ITORIA - Yaupon Tree 8' ht. x 5' sprd., single trunk, full, with character, I7. Fancy 420 SHR11I155 AND GROUNDCOVERS I.IRI MUSCARI - Evergreen Giant Lir op0 , 18 7 I, 18" o.c. 280 EVOLVULUS GLOMERATUS - Blue Daze 1 ga1., fun, I lo c. 170 LANTANA C'AMARA - Yellow Lantana 12" ht. x 15" sprd., full, 1 gal., 18" ox. 5 CRINUM - Crinum Lily 36" ht x 36" sp rd., full, 7 HYMENOC LLIS LATI OLIA - Spider Lily ll HO 12" ht, x 75' sprd., full, 1 TI, 18" 0.c. Day ily 90 HEMEROCALLIS - I }l,,TI., 12" sprd., 18"') 80 I-ILIANTH US DEBI LIS -Dune Sunflower sprd., 3 runner min., 3 g full, o.c. 450 fl HELIANTH U5DEBILIS- Dune SunFlowcr E Liner, 18' o.c. '14 NERIUM OLEANDER'PETITE: fettle Oleander 30" ht x 24" spprd., full, 3 gal., 24' 0 c. CONOCARI'US ERECTUS SF.RICEUS- Silver Buttonwood 32 30" ht. x 24" rd., full, 3�a l., 24" o.c. J Ard 25 ARDISIA ALLONOIDES - sia 36" ht. x 30" sprd., frill, 3 gal., 30" ox Silverthorn H5 ELEAGNUS LATIFOLIA - V' ht. x A)" sprd. 3 ggal., 30" o,c, Purslane 81 PORTULACA OLERACEA - 8" ht. x 15" sprd., full, 1 gal., 18" o.c. 97 JUNiPERUSCONFERTA'COMPACTA'- ShoreJuniper 78"spprd., 3 runner min., hill, 1 gal., 18" o.c. 32 RAPHIC7I,Ellis INDICA - Indian Hawthorn IT' ht. x 18" sprd., full, 3 gal., 24" o.c. 549 111iNF REVECETATION IPOMOFA PESCAPRAF. - Rail -Road Vine Liner, W o.c. 1,877 UNIOLAPANICULATA - Sea Oats Liner, 18" o.c. 90 SERENOA REPENS - Saw Palmetto I8" ht. x 18" sprd., full, 3 gal., 24" o.c. 1.10 ✓ Thomas Lucido &Assoi.'l tes, P.A. Land Plarz?ii7ialLmidscapeArchitectttre o 322 Georgia .Av, Stuart, FL, 3499E 407-220-2100, Fax 407-221-0220 1903 S. 251h St, Suile 202, R. Pierca, FL, 34947, 4017-467 1301, Fax 407-467-1303 Paragon Condominium St. Lucie County, Florida Landscape Development Plan 30 U 1 `i 30 Date.'R evisions 4. 2 6. 94 .... ....... .......... .. ..... ......... Scale 1° 30' %ay Drawn b Checked hT ... ,1 D GB job. rv.umber...........5 1u56 paw vl�e; 197G GGGL Z_ A-, W_,!7v j L< -Tr-;01 Dune Revegetation Plant List Symbol Ot V. coniczt. Shrubs & Groundcovers SAW PALML1 10- Serenoa reMis SER 400 I gal., 36" oc. SER 300 SAW PALMETTO -Serena repeiis 3 gal., 36" oc. SER 100 SAW PALMETTO -Serena repens 10 gal., 36" oc. UNI 2,000 SEA OATS-Uniola paniculata 4" cont., 18" oc. IPO 1,800 RAIL -ROAD VINE-Ipomoca pes-caprae 4" cont,, 18" oc. -A, I A,� Luddo 8e Associates, P. A. Laiid-P dwape Architecture 1903 S. 25th St, Suite 202, Ft. Pierce, Fl. 34947 407-476-1301, Fax 407-467-1303 322 Georgia Ave, Stuart Fl. 34994 407-220-2100, Fax 407-223-0220 800 N. Highland Ave, Suite 206, Orlando, F1. 32803 407-839-3701, Fax 407-872-0869 ar. on Condominium 0 unty, Florida 7M ANNOWEL ,one MWtation Plan 5 10 CARD/File No. Date/Revisions G :: 7E W �I•. w, 1 �, i . L s e 4. r"1, ^t.'c}, ,.,t M f `9V 1 Iti t Y "*^4 Ne a t � y i w ♦{ �. { 'ir e we. n r ce � 2' s w 'y � I 4 ,,. : r E d # �v I 1{ iM+',. nl .� s %1� = '� ..'4 w a*"5'� �� n' $. a YG, • a x t. 4 ry S r �y� aR+ i � i^ *+ #` z,�Ik 1§ i w ,k�4"ar�` •r�x £t 9t, Y } _ Yr �,� Ns y i •� � � } ° ) e S acu r r , w a -t `s^v^ a ry, a r� x': n x rvz tk � v �,� "Y "!'`' �" R�''�^ ^ah � is w:l �' 4 4^ # I �S,y�"''+.tr5 s,• Its 'ti f. 1 t F R. f p¢� .1 d` ° 4rV}t�����gg$k,*J•M1, S.Tbk IT,loy 3 s„v IT t'.e:. to r Y titx a^'w �}s'.hpdi 1 »� �r�.... >r� s l �' rf��3 „ C:• k � {�:* z, ,ya z `�k'� �' � ? d7 n< �� �' � " Az-v ,rS �a }5.� $.^t C'� 9 '?,' I N s w ¢'.0 1 4w7w p",, r'4 w � t 4 y EL s 5: Fa. P ov,0EC+ 2R O Be IZRTPa riM'�EACHJUL�Ht arR 1 4+ . IARM Fl.'is-p'B'.iG aRf_A.S. `...i �I �� b• V"Cwl?'GARY x AAirA Or- GiA YhA N1=. LOOle)'E7'. JDJ% =' . G�1Lti [i' ARCA 6R T71 i3 YY1 F1zN Ci iA ILOtfiG li Z1.D 1sC 9 _ 1 µ v. \ c § \� ( 2 \� \% �){ �} p / § ■/. CL \ ..« r a , � ... ■ . 1 4'-0' ,_ a -o .- 4 O- 4 O, ROOF 5(AA'PEK (TYPI 1 Q Q O 1 N GOOL_ INO TOWER e ROOF ORAI"• • TYP. MMMMMMM= — P BOILER/ SHIPS 6LApOER - LAODER TANK - - nl 4X4 _` V 1 ` ' 1 31 -5 ----- 1 ' 4 ' MLS I/� 4 i 'o 5TAPDING , 1 ' 0' — 5EAM1 METAL 1;�-p ROOF (SEE DETAIL) ` i � � 1 1 . TRASH CHUTE J IY 1R FIRE RATING _u� TYP ALL CHA5E51 O j Q 10 i 1 R 1 o R 8 3; - 10, 4 - 0 4 O 32_IO _-_ ,1 11 11 11 1 11 1t 11 4 .1 " -------- 1 o o 11 � _ 11 Q 1 4-O" 4-O II-6 T-q 4Y-4 1'4 If-6" 4-O 4-O 85' O" 1� ROOF PLAN �C. �. .a•:. TES i 1 \ KCAP- '7LC.I IVN ROOF I 5CUPPER ITYP.) Y-6 GONC BLOCK PARAPET WALL (TYP) GOOL ING TOWER ROOF DRAIN _• • TYP. O ON ELEVATOR 5HIP5 EQ0IMCNT LAOOER ROOM �4 X4 a VENT v I 1 � 1 , 1 1 1 1 ' ' 1 ' 1 i 1 1 1 ' i 1 ' STANDING SEAM METAL ROOF 4 -O I i 4'-0' if-6 I -4l 43-4 I "4 If-6 4' -O 4 -0' 65' -0' .�t 1 0 a E N s x s � b p.4 .. i �� ...rev � . . : ' -' .V .- r... .—� . "♦ :•s ,...rv. .Y. .,�:..&. ....v, t.. ,. .m .. ... f' ..._...,. n,.. ;. :4...�.v.. •rs..4:+t1 ?. .,. ;.>.:a-. .+s.. r:+.�.. a,.,... .. ..,. .. Y,.. .... a .., ..., i., _. i. ._� ua..._r,.:=:�'•., ,aFfti'h:��.,^.$9L �.+n, .. y � W �1a < � r wW� z W vGe Tzow IL J wzw 'D J� J < Ijwwro J�ww,-O r-smz J\< zz WOWwd� Q n �Www�0 r ow F Ox uj w w \IN 0 < (V S IL m < z O z � W s Y V = W V o 0 O O Q n I I I > y s w � W H J J MMco W n z N b g w O 0 rc Qw jr • a a = w W w 9 4 O c 5 Y, J s K = n I1 N Mi{� 6 % L A 4y ' � Y 9-0 -17 io 14, F71 4 r t I I I j f ! ys 'v ki A x•' A-1 ,i 7117 WOO 041 Li Ij Iii XV, 1 4 mill i _i ,,yb v L A � � P I I I I r I 1 "" ^ or } I l { 1 I I 1 ,t q rym W OK ITY8,11 ." ;G RACE OL . '2 9 ! 5 .. F " _ 51 W WTAL ROOF a t I 7 Now ' :'ARKIN& OAKA&E [6LL 2 I I t: 1 FETAL ROOF I F, I i I LL 7-2rX2 LOVVFKF-D VeNT (TYP,1 , v I i t I i E � Ili C _ 10' r. �# w np � I I p I I , I (' "ITYP) SXb a �Ct. "t•' I O, < I 1 ." oft GARAGE BLf>C�..4 I i f I t f' 1 I t SF I ?r I 4 4 't I .i t a t 4 t tr �z I f. V I F rt 1 1 I jl i I I II II 4 i : I� I I I �s I i I i I III jt i Y r I i II I it r^ I 41�MYwMtY ' r �I �r } III �r II r I F r ll , f I I I f, I I I F li ILI E i 4 y 1 �.e I �t x H a H Y W W w nn f ;V- qw o X 3ZO�W Qrp�F &F429 E` sWW<W� �ZO=Wa� d~d � d r O • I i A' i I ' I I 1 I 1 I 1 � Y n . } I �t. t 1 >� I` } e�4 <i � , � f i s 6 t, 1 by a low 1 Y. +4 #i 1 5 ` I e� M" ,.4 "NOW 3 1 I i 5. A. 1 S 1 I M1 ` 7 jut .14 iF I W( Y 4 i I s 1 1 I 4 I sty } i 1 I I : I I I 4 i_ I i . I AV 1 4 r sm mold FS G J� W W kw:3 - TYP. ST _ AND 5L 41 11 mm , .moo 2 - 8' 2 7 I i ,a7 ►� -f � "n ryjj` p V !; '•_—� o � 'Q Y O F I >;. O W a R� y 2 -2 L 2 -8 2-J KITCHEN A KITCHEN B 4 2V .a OVEN O 4 �_� 1 1 2 6, f 2� I ry 1 O n KITCHEN - MAIN FLOOR 40 1 MICRO <vj 10 �_�� GCk7K10P � O INTERIOR KITCHEN ELEVATIONS 1/4 �a �P S tY T1 I . ti- < Uj wo L w� c, R W Oe t._ � tiff Z 4 Q W SWi Iai1 `S x t' t TeLcz {Wry K~to<cv- LLL � G ti 1 >' WW U� Z J 1 U\ � lY Q W co N r.- Oo a ; Y N s C� : J W CL 9 9 4 Q W 7 T O � � f a $ c man No= avowLI OM O 4 . h ::f"r1 ��ap . �I ' .. . 11 " r6 Y' I I i Y I �1 t I P E 5' j r w {{ T e `, a [ i. `* $' 3I+Ft ' - $' - f? 4 { 7 ,�y 1I ry lIt"I'll v .. , _ , �ftt,kj���w�t :I.iII1:tI,i '1t"'It , _ < z ," a. 7 - , .. /4 :�> t . �q T YWt II s -b" — b. V< 3 r4' A f III�iif.��i -.yy V y�. 'k ,. yy V4• 3 '" .`, " Or 3w j .: k hi MTL S-O' 16;-$' f kX4' is { I 41 I" I t�P WL 3' -O 6 -b' , I,I 9 l# Ut MfL 5''O" -O k 3T4' y ' iI { GL-I 3-0 7 -CCr" 314 III ", 1 . , CC jWAC�E MTL "k4 -b" £4 -0' 314" ,' ',,I.,1�,-II i,t, r 1� wr l a'- >-b' 3/4" 13 .tII 'IIl 2 ' . O T : COL. I .S - 7' -Q" 1 3/4 , 1 3 �i kIQM1tl, v4•' 6'- =0" t 3/4" *L �I"JI # lotwvK, 0y. i - Of -q" 1 3/4" ALL I i z ,. r- ,, �� ,11 ' S W ' I ,.,! 'r '; ! r`"/gi,.ti51d ff - 3i4' ' II . P + 6 ^�' 1 V4` WD 3^j(Q" *.S..01 I � . I i . Y1'' '� A 7 S' ' 6 8< 3 V4` fI .1 aK I" i I . 6-e 1 V4". �tI:i"1":1!,�'ii1IIII-,IIf.i-fL.I�LtI" , i �II1 I.. i 1 <. ' 4"'k e'-e �, M47 , " I Ib - w r r 5 - 8' ;1 V4' .I., Y"�" F , i" �I1 'IiA1, ,,�iiL1�1 ,It - jL ';I i 0 ' 15' Iil - A I 3/4 .r. . „ 1 t4 2 5i p a iaL V5 -W a A i 3/4`. At 1 4 - A 314' xkn 0,4 4 'S i�% +k 1/4` , G s -b" 6-#" I k/.i- ILII !I Cx r ... - _P k WC� . rl '3 . 9' . •.. .. 6 t4 t V4 , '.` 5 ..'. ... .. .�t T JY S Q -4, b' - e ;1 i/4' ib '' -ItI,Ii1,� tb r dk, i�6 6-6 k VA" 1 4 3i 1J k a _to fi - e :, :k Tw 1 tlL. 1 1, ` .' ' ` # , t'-,e 1114' - ,__: �; , 1 $ -A� 3/4" 4 Cn 1 . , III nWA 16D t, WD 4!4 6, t o j w o t- fir' c� - e' �k V4" I" :I� sk+ WC 1p to - 3/ fi 1 i�l , r i :. f7 -a1 b e II 0, r 19 r g./ S tY e'-6" f fit/ &I _ _. j-o�,J ,. �I , �: . , I i II, ."�r N I. A: r 3' -o' IS' - 8'' / r 3 4✓ -' I 1, a i : r I II �' t %I, � I I { r I' 'I I���I�� I. 1 I -I I,� _ a i,t Ir w „ ' ,l,t,I fa ,: .' II, , I r sI � I 4 a ', ,: ,,,I1I,lr',,r, i. d 1' 1 9 fti L ti r ,Jr 4i ::. ref :_" .[ " { m,. .. 5>..:..:. `, f Ii .. ea., r._� .'. r..� J'. n 4 ... <,: +. r<n :1 .,k., . 'S e < �+ �, , _ .., � ` .' ww unpepy aW% ill s r ! .R . � ae ®l.. w HE '.9 R$ .� Rif-' w.,'a'ii 11 w MMM �M M =E Lm---- R R = m m .d:�GA�1tl®0A M ® ::Terr^ � . . . .0. "M .. a - R mmm����� n i ��N__ mm �® R "rR m Riau 1q1, � i mMmm R ..,R f as ®-� �� 11 ill L' I ®mm o. a , - mm������ _ • R i i ME _lmmmm��. N� mmmm!vwwpw�� an �dAlzk �lm m� .R �<R _�—�� • gg�m E � MEMMMM wl-M-27_2�m =�� I I'll = __-=®� III11 __--®® • • --� • • ®m • �� ® -. • • �_ • MM• m �® s �_ •R R.R- 0 m�� ,. :R • I• •v : •.- .,* � ��Mmm!=��m = -�_� — m —_ =® - ®� -®®�_ - =�—= M �11.r „ „t _, a.. .n, E d'1 d p, ,,H - .o �... i .. ^'+, i ". y .'� ... = ..34ia_sa're.. NOTES• *A DOOR HEI&HT VARIE5r 9 -O FIR5T FLOOR 7 -8 THIRD THRU SEVENTH FLOOR5 S -8 EIGHTH THRU TWELFH FLOORS 4-8" THIRTEENTH FLOOR +B SPECIAL GON5TRUGTION 15EE 5PEGIFIGATION51 I I I I t' I I I11 , 1, i" -_ {� I 44� dr i.! . ✓R� ,A i r 1 'R r! m n Y 4. I m 0 < s z 0 (n z C0 w -6 0 J T w W U � o 0 - 0 � z U "l < N Z w O � 0 J K < ma V iris U'4 w tf a " •6 ItWPLL eff 1 q 4 CO 1 E EL J % R 5 � s. ... ^. .1 ...,...ry +. i " e . "I" , :R , u a::: r , . Y.'. ", �., „ <e. .: �: .` s a r , , e. 1. . 1 ..,.II "7 g. <' 1 1 I I �. I, , I ,.. :, _ .� „ 11 f S , < - - ,._ _ ' . _ ,. �V�d L FItHS t - N .. � � 11111 � T , �,�p. i^ T� WAtA, Ittir. E E I ,I. . ,, H 5 , E Yd �.-11 t1' PUMP �, "P C P I P P P IP , 01�iR°%�4FRl +, '. r; Imo• { e i4f' Y� P : P P /PAt1 t *Awr P 11 P P P fW tt A T 11 ,. „Rmt „, ., > ' F P F P t .. ,�... , ...:. . , '..,45 .. y. .. ..... - a ,,��F., .. aF..:. x ,. e. . e. c . .' fix. . t2 P P P r, , r, I. s x , 4 11 ("' P. P P' yy� L h- y� n' # h d F $" a' 1 f a` ,.fit ... ,. " ..: , s v , . P P F P ,_ AT E44 P P P FP P F P P Arf'1Gk ', P P P L �_, aviiii dlt L `�i ei ', 1 M 2 p s t.. n- fr € E' P' P P < 1 1 ` A f PI: P P "' iiiiieM'.; P F P P ;+ �, , ",71v : .. ,,,{ - _ �i t 0 "I.. ,.. k!' P P P _iw, ii ii ii ii " ' L .•- v- ay,.ii r- P Pi ! P 11 °, itar, P P #� f V AKT p P, P F a' 11 P P' P 1 11 ,t I P P P F-71 A; x .v jy- a y f:' "SY ( J* F P t� F P i. T fr 4y P" P F > , Attt t' P P P✓ F r• k r r ., , r11 I I, iiiii P I P P% F , I- I ATAtt # li P P P 4 Y n: ," '11, _.. ,• ,.- mr ,. f ,,. '. 'I, r t ' i:= x 4 ','F'i I,' ''.; , �, P .� >, `1! P P F P e " s q5' P P P F% T 9� t 1 TV"'AWA ° a b �± p P P P P y m a .r.. 11 °-1 a -�y� p y TI Y r �' zAA4 • .., .,, ... ., 11111111`,,'a, 1' - P I P P , ;' c.� i4 ", , x aC E A � � h 4 P P P Cw? f k Y P I" P, f' jI rM �� , A fm P P P S. !I .. .. ,. , r yL� I x ,. I i- 1 p .. Y" '_,' < .. .. ,n . .y, . , _ - , n tom, f ,. �'' AI t 0 tt,4 77'777x' , �A� '.9x .' • a li + d 1 k, <. - ,, „ , Y x u ae ; ,, n' 1, -'I I , F 4p I- I,.J Y L ^u �. t r .b "r A A , f: xi6 4. l l '3 ti .h 5 ' k , x n ^R'Wo Y „''Y''. .: a , _ ' i sr - ,x y ks v "r" , r ,��� rp...iiiii :. T {... u '1' "nl _ ~rl .,, V :I ', I .e y`i+N^g '[f*, Y , ri.;H ,..i�.Ai k t A . yi tN rK I t Y '1J70 t t �, > } e� y� I "Al°� " a r 5^ ` ) „�sC3 >N. 5` *e q a" k [ ..'�r ':$ x t a s nt "'• d`,j,1 �'}}''rTT'' yy� 4�Y•i,nH3£J<.win'.kF.._,..<..dJ.':,".`s11+:Y.n,-":`....«i$ %'.a,. ffpfi aiN Y I' i4h %'""k�vo-°�.pS""'. # tlw 'kbillx,. ..I ,. ._ ,x -, O I" I! e. , S r v i ,.. I. 11� _ li . qb 'r) L 4 I' I 1 , , . ,.. , _ fl ..i. I ,- ' ' '" "I:��� : rifdf. REklAIttSS i{ p 1 i�. ROOM t i PrA ' :' +Olt tal. ' ALL 'A t# '. 9. I -, w1""""^� �^"` 1 LX31 )p'T td1� iE € 1" 'i i +e ' 1P 1 4g ' " P' ? . 1 e xJ2 ": V4rvs �x • vy3 _ A ,: a A, p '' _ ; + Y ._ ("%2 A , k33 # AM t 7 . bV `� "' 11" ,'GTIC t Mf r . F I IX? 3 tb4 IyTciM, GAR �# ., ` _., `• _-I I.I.tp � YW4 t. JW P kt Q OdA y� WAIN ���yp y r µ� , yp b .. $,", 1 .. - ' 'M lit. i + , ::p ' .: ., . <, <K ,- _. < 1. !! n .. o ... _ , .'. y (; v .y ,.:.:, .. �t l " , ; , .. • rig , ,� :. rfw 0. , 1Io " +M" = , , .. 'a .. " 1A '` " I= m 0 .._ . .�,.- _. .-_. .-; ,,. morn ., .Pr e n .-vryeq.. „ _ _ .., .t^ _..ym mr �mlTMa:. 6w�, ^" .. rn. ,rr+r ..• 'M*�TvfY+' .:^^w. 'Pt•':' , v.,», • .. , .... ,. .:.,...✓"'nqFe.:mn.eryrt.rl^x^":-..Tm"m,•yuo*RmmR*'in x. •%�'Itn, ..:,m '_'t _ _'ww.1i.:^SMA, , .. --_n^r*`*"w^N' .�--._,.-�-... .... ,.. -.. �4. -.. -... � __.. , ,.:.. '• ,- .. ... .... .... N e .>, x CC. a .-:. .,. a 4•, r r e... ': �.a yq., , r� .. v �Y� .: ... ,: •. 7 .. ... n AEA. gy,� .. .., .. ,. .: .mow .,. ,?' ---`• _ '-, .. .... .. J,.0 i r�tC�� , . ,' .: „ ,. .,, .. -. .� ., „".. .. ... e. a.b .{. � :'pl ' d i n' 'P. . k - v .' ...r.. .."S+ i. ..¢ ,t.. - ,. r. :,. � .-r., r ... .G a •r ,, a. Jk . :,..n.: ,.n... a 94` i✓ ;:. 5 ,.. .. , V. .. , rM1' 4 r •- a M 'WP'. .r .e , ., a ,.. `•S,. , , e. .t - <h. .>. i. Ta k ..,..• :,:. , .. , , u= r. y� 1 rv. � _. o-a ... ,' .' .'IFF .. .� +r. ... .. ... .. ..s .,.: u.. � v: v. nA `x•'?. _r ':. _- r $?-. , s . ... .� I . .I � rroV+. R r ... j •.Fk 1 A ,_n �f i .., t r -, a ... 'i. h . i` 4 r, -.. ro R + .... 'ri . .. ..�.. r• ;,. .� � b.. ... .. 3 ,.... .. YC ,r u, r4 tq d3 -. "rs �. •. _ r. a r. , .,,. LC: :� .. ., 1. r: a ., a£ I ♦:. .. • .. n;.:.. ,.w .x... .:. .. n?��aa,: ...,i'Ye _�..,�t'k,.,as 11.�S.��`..�:��LI��M C9nr:• -., £�..��r.:,�..... r... vr. , .- _ .} .. ..,. �r „ r. ,• ... .•.. .... 'u` ,.-. ,.F. ... u'�`. t•. ,_.,.c.. _. ..: _rn ,F .,> �.- 'h nyx r, fi r 2.r�MA sT . Sru n �'� F irF� sf arw �.WI a a ,a Yt �%8 Ef"fw`r1"'S r Ow 47 ,��I+-��i% *^�,t7'"� �."�i�"G,;G?�"1dG n� A R ,w rt < r '� x x � �' ,t �F R 'r _ F T •�. i'i �y,£'May yk'v 'P�wwR �5 vr`xa +1'�.�'nF ti� f � kf''.�t'.•�ril x � M��Y'si A Ray •jaYS� w Ni.", � , ts fi 'S a+Io•v L" s , y x S i ( X.A Sit. . t t S G } a 3 kr a k RR Y c C:e B PRO 00 C-4 Ir. r < -j C-L UJ 157 CL A � «a \ma �AeDIWINJUO, sca I. . \ � w Z^f §} R #\ )\ Q . , o» CL7// `) 7 \ I ® 11,41,11 t > -L _ Gli WnW�d QSti ;cmw 7 �s F nw,<w6 w42 = 2 D. 6, 19 5TRUC, w, s r' a �• r Al G I� h r S 4 k fi t> ;i< .ia •. .e r. jw a ndr 7 r '� I£ •1 t I.. k k 4�:"k a '. �+ I 'p �rr,i,.s: k a a :,i a r h . �� I h�r �S n5`,r kll��k'N 6"� rw f�l�ai I� .I?rr,�� � s ► 6 ",,k.FV P,� jug i y�? � "�'" "�" • ' a �. ) � 5�F I ate I �+r Sa y y ib�� '� �� w,. � " .� 44'' £,„.11 ki+s 5J1a, p i API lut e } vi �_ ii ✓�� �� 6 u,£ a I" n ri Paµ AETAL C4 �3r i I .i"iy �. AIt 4r �...� £ rrl It. r fBlf I u 4 I C � { 9 ;T t i a b a: h d I i } „ L � x � 3 ,1THfi FIKJL /CftS15T AY1GE XHTUIC' AS .` VEe-IF1 Et1 (H /14YL15 b13'0'<.01= SOUTHGRRS%AN�ARD AbUILDIPM CaDE i-®k TYYK_ = :BLA,Lzinas IS 3 H8uo.S. ALL S'TPUCTURAL C[7LuvnhS Ex C6ED THE-9-H6UA� RATIVIGeQUfREi79El�i. '' 11 { pC i -0 4 Iljll 6 � AV r li rv� �a t Y � � F rJk i AS bj1 w WITH 90 n I n lill L WALL OPENINGS. S ANO AT 32' FOR REIN* ,n -� ,„,' N* AS SOLI6 INES ARE TOP BAE MP CONTINUAT C r�s T ALL TOP K £RIOR MASONRI �' :� e 4 �'E COVER. BARS LN"SS SPECIFICALLY �} u . . , I ' ti xu � . -tom P x " A A r 105 Kiln �' "3 I S 1' 4 y � i 2 t J Sq "C- ARE THE h ITY. THrz COMP Y M1I DEPICTED ON ITY. THrz COMP Y M1I DEPICTED ON (162K TOTAL) ROOF FRAMING PLAN POST -TENSION CABLE LAYOUT SCALE: Or -1'-0' 1.) COORDINATE ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS PRIOR TO COMMENCING CONSTRUCTION. 2.1 FLOOR SHALL BE A 7" PARTIALLY POST —TENSIONED CONCRETE FLAT PLATE (EXCEPT WHERE SHOWN OTHERWISE). 3.) TENDON PROFILES ARE MEASURED FROM THE SLAB BOTTOM TO THE CENTER OF THE TENDON. 4.) POST —TENSION FORCES SHOWN ON PLANS ARE FINAL EFFECTIVE FORCES. THE SUPPLIER SHALL INCREASE TENDON FORCES AS REQUIRED TO ACCOUNT FOR LOSSES. 5.) SEE STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS FOR THE POST —TENSIONING SYSTEM, 61 REINFORCING BARS SHOWN ON PLANS AS SOLID LINES ARE TOP BARS AND BARS SHOWN AS DASHED LINES ARE BOTTOM BARS UNLESS SPECIFICALLY SHOWN OTHERWISE. 7.) ALL REINFORCING BARS SHALL BE •4'S UNLESS SPECIFICALLY SHOWN OTHERWISE. NEW 8.) REINFORCING BAR LENGTHS SHALL BE IN ACCORDANCE WITH ACI MINIMUMS UNLESS SPECIFICALLY SHOWN OTHERWISE. A MINIMUM OF EVERY FOURTH BOTTOM REINFORCING BAR SHALL EXTEND FULL LENGTH OF SPAN BETWEEN SUPPORT LINES. 9.) OPENINGS SHOWN ON THESE PLANS ARE DIAGRAMMATIC ONLY AND SHOULD BE VERIFIED WITH ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS ® INDICATES SLAB OPENING. SEE TYPICAL DETAILS FOR REINFORCING. 10 ) — INDICATES IN —FILLED NON —LOAD BEARING 8" MASONRY WALLS. EXTERIOR MASONRY WALLS SHALL BE REINFORCED WITH •5 VERTICAL BARS AT EDGES OF ALL WALL OPENINGS, CORNERS AND AT 32" C/C IN GROUT FILLED CELLS (SEE TYPICAL DETAILS FOR CONTINUATION OF VERTICAL BARS AT TOP OF MASONRY WALLS). INTERIOR MASONRY WALLS SHALC BE UNREINFORCED PROVIDE DOVETAILS WHERE CMU IS ADJACENT TO CONCRETE MEMBERS AND GROUT TIGHT TO UNDERSIDE OF STRUCTURE ABOVE AFTER SHORING IS REMOVED AND ALL DEAD LOADS ARE IN PLACE PROVIDE JOINT REINFORCEMENT AS INDICATED IN THE STRUCTURAL NOTES. SEE SECTIONS FOR REQUIRED CONCRETE CURB UNDER WALLS AND SLIDING DOORS (REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS). SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL FILL REQUIREMENTS IN BLOCK WALLS. Ll FOR HRB-4 THIS AREA ROOF FRAMING PLAN REINFORCING LAYOUT SCALE: 1/F • T-O' 11.) (*) — INDICATES 4/12 T x 4'-6". (**) — INDICATES 4/12 T x 9'-0" STAGGER ENDS 1'-0". {***) — INDICATES 4/12 CONTINUOUS. BARS TO BE USED AS TENDON SUPPORT BARS PROVIDE A TOTAL OF 9 BARS EACH SIDE OF WALL. OA — INDICATES A 8" x 12" CONCRETE COLUMN REINFORCED WITH 4#5 YERTICAL AND •3 TIES 118" C/C. 12.) CONCRETE COVER FOR REINFORCING BARS IN SLAB SHALL BE 3/4" UNLESS SHOWN OTHERWISE. 13.) HOOKED TOP BARS IN THE SLAB SHOWN ON THIS PLAN AS HAVING 180 DECREE HOOKS MAY BE SUBSTITUTED WITH 90 DEGREE HOOKED BARS AT CONTRACTOR'S OPTION. 14 J SEE ARCHITECTURAL DRAWINGS FOR ROOFING. SLOPES AND WATERPROOFING 15) SEE ARCHITECTURAL DRAWINGS AND STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. rah. r AMERICAN CONSULTING ENGINEERS COUNCIL TO THE BEST OF MY KN0NLED6E AND ABILITY. THE COMPLETED 5TRUGT11RE DEPICTED ON THE5E PLANS GOMPLIE5 WITH THE APPLIGABLE MINIMUM BUILDING C.ODE5. • ' ' i . 1 1 .1 1\ 0 • � 1 1 1 1\ 1\ 1 1 � 1 I 9 . Z_j it 1' 50 1 n • • 1 1 . 1 , • • , • 1 • T • !1 w i • 1 • 1. \ 7■is e��i e _ eEs:piewmm! 'E�BEiigseie6E"ss:ii ...;y: 1. J C T 9 BARS 4 I it h �y BEA "S 5 r * Y M ] v r � f 4 t I d l i , r , I , it 1 l ; I i y 51 ' 171, Ie It I'll ^ 1-4 al 141i1 II I,n. 1' ',,: ,. t 1, r x r 1 I, N it 1 I I P iY x it i It V; F n N 5 j t I4 .n J 5 M 1 I I } I I{� j I 1 I I` 4' t a [ tiM r � z 1 5 yi q I S' 7f7 LONG IA 1O#6 SHORT ME l XZ l k Y !{ i 1 �r 4 t�' �L 1 < i sfr ,t MUM BUILDING .. ..i '1,41 ILA p 1 1 1 }t 4 �j #E # ( �'A Y*i� �' . . . 1 a ^ YI CC 1 1 'I ?t: i I y; 4 I I , �r 4 I f 4 X Ig 5 nl t L } 1 I�� p r a F t A M1 AN}''r�.'{r, r •�Fy STRUCTURAL NOTES OBBtAL NOTES; ------------- 5TRUGTURAL DRAWIN65 SHALL BE USED IN GON-UNCTION WITH JOB SPECIFICATIONS AND ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND SITE DRAWINGS. CONSULT THESE DRAWINGS FOR SLEEVES, DEPRESSIONS, AND OTHER DETAILS NOT SHOWN ON STRUCTURAL DRAWINGS. ALL DIMENSIONS AND CONDITIONS MUST BE VERIFIED IN THE FIELD. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH THE AFFECTED PART OF THE WORK. THE STRUCTURE 15 DESIGNED TO 13E SELF SUPPORTING AND STABLE AFTER THE BUILDING 15 COMPLETE. IT 15 THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURES AND 5EQUENGE TO INSURE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING ERECTION. THI5 INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY BRACING, GUY5 OR TIEDOHN5. VISION LOAM ------------ STRUCTURAL SYSTEM FOR THI5 BUILDING HAS BEEN DESIGNED IN ACCORDANCE WITH THE STANDARD BUILDING CODE, IGGI EDITION BY THE SOUTHERN BUILDING GORE CONGRESS INTERNATIONAL, INC. THE FOLLOWING SUPERIMPOSED LOADINGS HAVE BEEN UTILIZED: ROOF: LIVE LOAD - 20 P5F DEAD LOAD - 25 PSF MECHANICAL ROOM: LIVE LOAD - 200 P5F STAIRWAYS: LIVE LOAD - 100 PSF LIVING AREAS: LIVE LOADS - 40 P5F (INTERIOR) 60 P5F (BALCONY) 80 P5F (CORRIDORS) - DEAD LOADS - 25 P5F (INTERIOR) 15 P5F (ELSEWHERE) COMMON AREAS: _ LIVE LOADS - 100 P5F DEAD LOADS - 25 P5F RAMP AND ENTRY DRIVE: A5GE 7-66 LIVE LOAD - 100 P5F H2O TRUCK LOAD DEAD LOAD - 6OP5F WIND: ASGE 7-88 BA51C WIND SPEED - 110 MPH IMPORTANCE FACTOR - 1.05 EXPOSURE D - WIND FROM EAST EXPOSURE G - OTHER WIND DIREGTIONS SOIL WWAGTIM SOIL BENEATH SLAB ON GRADE SHALL BE EXCAVATED AS REQUIRED TO REMOVE ALL ORGANIC AND DELETERIOUS MATERIALS. PLACE GLEAN SAND FILL IN MAXIMUM OF 12" LIFTS. 5UBGRADE AND EACH LIFT OF MATERIAL SHALL BE COMPACTED TO SD% OF A MODIFIED PROCTOR DENSITY DETERMINED IN AGGORDANGE WITH A5TM D-1557. N OlW_-A9T PILES. ----------------- GENERAL: AUGERCA5T PILES ARE PLACED BY ROTATING A CONTINUOUS FLIGHT HOLLOW SHAFT AUGER INTO A PREDETERMINED PILE DEPTH. HIGH -STRENGTH MORTAR SHALT_ BE PUMPED WITH SUFFICIENT PRESSURE AS THE AUGER 15 WITHDRAWN TO FILL THE HOLE PREVENTING HOLE GOLLAP5E AND TO CAUSE THE LATERAL PENETRATION OF THE MORTAR INTO SOFT OR POROUS ZONES OF THE SURROUNDING SOIL. A HEAD OF AT LEAST SEVERAL FEET OF MORTAR ABOVE THE INJECTION POINT SHALL BE CARRIED AROUND THE PERIMETER OF THE AUGER FLI6HTIN6 AT ALL TIMES DURING THE RAISING OF THE AUGER 50 THAT THE HIGH - STRENGTH MORTAR HAS A DISPLACING ACTION REMOVING ANY L005E MATERIAL FROM HOLE. THI5 METHOD OF PLACEMENT SHALL BE USED AT ALL TIMES AND NOT BE DEPENDENT ON WHETHER THE HOLE 15 SUFFICIENTLY STABLE TO RETAIN ITS SHAPE WITHOUT SUPPORT FROM THE EARTH FILLED AUGER. HIGH -STRENGTH MORTAR: THE MORTAR USED TO FILL THE HOLES SHALL CONSIST OF A MIXTI)RE OF PORTLAND CEMENT, FLUIDIFIER, 5AND AND HATER 50 PROPORTIONED AND MIXED AS TO PROVIDE A MORTAR CAPABLE OF MAINTAINING THE SOLIDS IN SUSPENSION WITHOUT APPRECIABLE HATER GAIN, YET WHIGH MAY BE PLACED WITHOUT DIFFICULTY, AND HHIGH WILL LATERALLY PENETRATE AND FILL ANY VOIDS IN THE FOUNDATION MATERIAL. MINERAL FILLER MAY BE ADDED TO THE ABOVE MIX IN LIEU OF A SMALL PERCENTAGE (I5% MAXIMUM) OF THE PORTLAND GEMENT AT THE PILING CONTRACTORS OPTION. THE MATERIALS SHALL BE 50 PROPORTIONED AS TO PROVIDE A HARDENED MORTAR HAVING AN ULTIMATE COMPRESSIVE STRENGTH OF 5000 PSI AT 28 DAYS. THE MORTAR MIX SHALL BE TESTED BY MAKING ONE SET OF 2" CUBES FOR EACH 50 CUBIC YARD5 PLACED FOR EACH DAY THAT AUGERGAST PILES ARE PLAGED. A SET OF CUBES SHALL GON515T OF 2 GUBES TO BE TESTED AT 7 DAYS, 2 GUBE5 TO BE TESTED AT 26 PAYS, AND ONE ADDITIONAL RESERVE CUBE TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REOUIRED. TEST CUBES SHALL BE MADE AND TESTED IN ACCORDANCE WITH AST" G104, WITH THE EXCEPTION THAT THE MORTAR SHOULD BE RESTRAINED FROM EXPANSION BY A TOP PLATE. MATERIALS: AJ PORTLAND CEMENT: PORTLAND GEMENT SHALL GONFORM TO FEDERAL SPECIFICATIONS 55-6-1112 OR GURRENT A5TM STANDARDS, DESIGNATION C150. 13) MINERAL FILLER: MINERAL FILLER SHALL BE FINELY POWDERED 51LIGEOU5 MATERIAL WHIGH POSSESSES THE PROPERTY OF COMBINING THE LIME LIBERATED DURING THE PROCESS OF HYDRATION OF PORTLAND CEMENT. G) FLUIDIFIER: FLUIDIFIER SHALL BE A GOMPOUND P055ES5ING C,HARA6TERI5TI65 WHIGH WILL INCREASE THE FLUIDITY OF THE MIXTURE, REDUCE BLEEDING. ASSIST IN THE DISPERSAL OF CEMENT GRAINS, AND NEUTRALIZE THE SHRINKAGE OF THE HIGH-STREN(5,TH CEMENT MORTAR (INTERAID AS MANUFACTURED BY THE GROUT SUPPLY COMPANY, BRECKSVILLE, OHIO MEETS THESE SPECIFICATIONS). OTHER GOMMERGIALLY AVAILABLE ADMIXES SHALL EHOH PRIOR TEST RESULTS BEFORE APPROVAL. D.) HATER: HATER SHALL BE FRESH, GLEAN, AND FREE FROM INJURIOU5 AMOUNTS OF 5EHAGE, OIL, ACID, ALKALI, SALTS, OR ORGANIC MATTER. E.) FINE AGGREGATE: SAND SHALL MEET THE REQUIREMENTS OF GURRENT A5TM STANDARDS, DESIGNATION G33, THE SAND SHALL CON515T OF HARD, DENSE, DURABLE, UNCOATED ROCK PARTICLES AND FREE FROM INJURIOUS AMOUNTS OF SILT, LOAM, LUMPS, SOFT OR FLAKY PARTICLES, SHALE, ALKALI, ORGANIC MATTER, MICA, AND OTHER DELETERIOUS 5U85TANGE5. IF WASHED, THE WA5HING METHOD SHALL BE SUCH A5 WILL NOT REMOVE DESIRABLE FINES, AND THE SAND SHALL 5055EQl1ENTLY BE PERMITTED TO DRAIN UNTIL THE RE51DUAL-FREE MOISTURE 15 REASONABLY UNIFORM AND STABLE. THE SAND SHALL BE WELL -GRADED FROM FINE TO COARSE, WITH FINENESS MODULES BETWEEN 1.40 AND 3,40. THE FINENE55 MODULES I5 DEFINED AS THE TOTAL DIVIDED BY 100 OF THE GUMULATiVE PERCENTAGES RETAINED ON U. 5. STANDARD 51EVE N05. 16, 30, 50 AND 100. MIXING AND PUMPING OF H16H-5TREN6TH CEMENT MORTAR: ONLY APPROVED PUMPING, CONTINUOUS MIXING AND AGITATING EQUIPMENT SHALL BE USED IN THE PREPARATION AND HANDLING OF THE MORTAR. ALL OIL OR OTHER RUST INHIBITORS SHALL BE REMOVED FROM MIXING DRUMS AND MORTAR PUMPS. IF READY MIX MORTAR 15 USED, AN AGITATING STORAGE TANK OF SUFFICIENT 51ZE SHALL BE USED BETWEEN THE READY -MIX TRUCK AND THE MORTAR PUMP TO INSURE A HOMOGENEOUS MIX AND GONTINUITY IN THE PUMPING OPERATIONS. ALL MATERIALS SHALL. BE SUCH AS TO PRODUCE A HOMOGENEOUS MORTAR OF THE DESIRED GON5I5TENcY. IF THERE 15 A LAPSE IN THE OPERATION, THE MORTAR SHALL BE REGIRGULATED THROUGH THE PUMP. THE MORTAR PUMP SHALL BE A POSITIVE DISPLACEMENT P15TON TYPE PUMP GAPABLE OF DEVELOPING DISPLAGING PRESSURES AT THE PUMP UP TO 350 P51. THE MINIMUM VOLUME OF MORTAR PLAGED IN THE HOLE SHALL AT LEAST 10% LARGER THAN THAT OF THE NEAT EXCAVATION (i.e., 110% OF THE VOLUME OF THE AUGERED HOLE). LOCATION OF PILES: HHEN IN CLUSTERS OF TWO OR MORE, PILES SHALL BE INSTALLED WITHIN 3 INCHES OF DESIGN LOCATION. SINGLE PILES SHALL BE INSTALLED WITHIN I INGH OF DESIGN LOCATION, VARIATION FROM PLUMB SHALL NOT EXCEED 2%. ADJACENT PILES SHALL NOT BE PLAGED UNTIL THE MORTAR IN THE PILES HAS REACHED ITS INITIAL SET IN ORDER THAT THERE WILL BE NO INTER-GONNEGTION BETWEEN ADJACENT PILES WHILE THE MORTAR 15 IN A FLUID STATE. AN A5-13UILT SURVEY OF PILE LOCATIONS SHALL BE PERFORMED BY A FLORIDA REGISTERED LAND SURVEYOR. PILES SHALL BE LOCATED ON THE AS -BUILT DRAWING5 HORIZONTALLY AND VERTICALLY FROM THE COLUMN GENTERLINE5. SUBMIT THE A5-BUILT DRAWING5 TO THE STRUCTURAL ENGINEER FOR APPROVAL THE CONTRACTOR SHALL RETAIN THE STRUCTURAL ENGINEER TO PERFORM AN ANALYSIS OF THE 5TRUGTURAL ADEQUACY OF ALL PILES (AND A55061ATEP PILE GAPS) DUE TO BE (OND-TOLERANCE MISLOGATIONS OF ALIOERGAST PILES. OBSTRUCTIONS: SHOULD ANY OB5TRUGTION (INCLUDING BUT NOT LIMITED TO BOULDERS AND TIMBERS) BE ENCOUNTERED WHICH SHALL PREVENT PLACING THE PILE TO THE DEPTH REQUIRED, OR SHALL CAUSE THE PILE TO DRIFT FROM THE REQUIRED LOCATION, THE PILE SHALL BE GOMPLETED IN ACCORDANCE WITH PARAGRAPH 1, AND THI5 SHORT PILE ADDED TO THE UNIT LENGTHS FOR PAYMENT. IF REOUIRED BY THE ENGINEER, AN ADDITIONAL ADJACENT PILE SHALL BE PLACED AND PAID FOR IN ACCORDANCE WITH THE BID BASIS FOR ADDITIONAL- FOOTAGE. PILE CAPAGITY": THE DESIGN 15 BASED ON A MAXIMUM 04ORKING CAPACITY OF 125 TONS PER PILE IN COMPRE55ION AND Fi0 TONS PER PILE IN TENSION AND 70 TONS PER PILE IN COMPRESSION WHERE INDICATED AS (70T). PILE DIAMETER SHALL BE 16 INCHES. PILE LENGTH: 125 TON PILES SHALL HAVE PILE TIP ELEVATION AT -40 FEET NGVD AND 70 TON PILES SHALL HAVE PILE TIP ELEVATION AT -30 FEET NGVD. ADJUST LENGTH FOR BATTERED PILES PILE REINFORCEMENT: REINFORCEMENT FOR THE COMPRESSION PILES SHALL BE A #b BAR FULL LENGTH, PLUS (4) ♦8 BARS x 20'-0" LENGTH WITH #5 TIES 0 12" C/O. REINFORGEI'ENT FOR THE TENSION PILES SHALL BE (4) #8 BAR5 FULL LENGTH WITH ♦3 TIES o 12" C/C. GENTERING DEVICES SHALL BE PROVIDED FOR ALL REINFORCEMENT AT 15'-0" O/C MAXIMUM. PILE TESTING: ONE PILE LOAD TEST 15 REQUIRED. THE TEST PILE 15 TO BE LOADED TO TWICE THE DE-516N LOAD IN ACCORDANCE WITH THE STANDARD BUILDING CODE. VERIFICATION THAT THE LOAD TEST REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY AN INDEPENDENT GEOTEGHNIGAL CONSULTANT EMPLOYED BY THE OWNER AND APPROVED BY THE ENGINEER. PILE TOPS: WHERE THE PILE CUTOFF 15 NEAR THE SURFACE OR ABOVE THE BOTTOM OF THE EXCAVATION, METAL SLEEVES OR CASING OF THE PROPER DIAMETER AND AT LEAST 15 INGHE5 IN LENGTH SHALL BE PLACED AROUND THE PILE TOPS. (SPECIAL GONDITION5 MAY REQUIRE METAL SLEEVES OF ADDITIONAL LENGTH) AUGERING EQUIPMENT: THE HOLE THROUGH HHIGH THE HIGH -STRENGTH MORTAR 15 PUMPED DURING THE PLACEMENT OF THE PILE SHALL BE LOCATED AT THE BOTTOM OF THE AUGER HEAD BELOW THE BAR CONTAINING THE GUTTING TEETH. THE AUGER FLIGHTING SHALL BE CONTINUOUS FROM THE AUGER HEAD TO THE TOP OF AUGER WITH NO GAPS OR OTHER BREAKS. THE PITCH OF THE AUGER FLIGHTING SHALL NOT EXCEED 9 INCHES. AUGERS OVER 40 FEET IN LENGTH SHALL CONTAIN A MIDDLE GUIDE. THE AU'GER6A5T PILING LEADS SHOULD BE PREVENTED FROM ROTATING BY A STABILIZING ARM. PILE INSTALLATION REPORTS: PILE INSTALLATION AND SU135EOUENT LOGGING OF INSTALLATION DATA SHALL BE PERFORMED BY AN INDEPENDENT, CERTIFIED INSPECTOR EMPLOYED BY THE OTNER AND APPROVED BY THE STRUCTURAL ENGINEER. ALL PILE INSTALLATION FIELD REPORTS (PILE LOGS) SHALL INCLUDE, BUT WILL NOT NECESSARILY 13E LIMITED TO, THE FOLLOWING INFORMATION FOR EACH PILE: PILE NUMBER, DATE, DAILY" NUMBER OF PILES, GONGRETE TRUCK NUMBER, TIME 5TART/TIME END, NUMBER OF STROKES, VOLUME OF MORTAR, PILE LENGTH, PILE DIAMETER, AND THE SIZE, NUMBER AND LENGTH OF REINFORCEMENT IN EACH PILE. REFER TO THE FOLLOWING REPORT FOR COMPLETE GEOTEGHNIGAL RECOMMENDATIONS AND INSTALLATION PROCEDURES. FOUNDATION INSTALLATION SHALL COMPLY WITH REPORT NO. 771-45101, PREPARED BY: P51/JAMMAL ASSOCIATES, INC., TITLED: "PILE FOUNDATION REGOMMENDATION, PARAGON CONDOMINIUM, NORTH HUTCHINSON ISLAND, 5T LUCIE GOUNTY, FLORIDA". NO 5TRUGTURAL CONCRETE SHALL BE STRIPPED UNTIL IT HAS REACHED AT LEAST THO- THIRDS OF THE 28 DAY DESIGN STRENGTH. THO COMPLETE SETS OF SHORES SHALL BE U5ED FOR POURING FLAT SLABS AND SPANDRELS A MINIMUM OF 3 STORIES OF SHORING AND/OR RE5HORIN6, SHALL BE USED WHICH SHALL GON515T OF ONE GOMPLETE SET OF VERTICAL SHORES AND TWO SETS OF VERTICAL SHORES THAT COMPRISE AT LEAST 50% OF A COMPLETE SET. DESIGN, ERECTION AND REMOVAL OF ALL FORMWORK, SHORES AND RE5140RE5 SHALL MEET REQUIREMENTS SET FORTH IN AGI STANDARDS 34-1 AND 301. A SHORING PLAN SHALL BE SUBMITTED WHICH BEARS THE EMB055ED SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 1131.0401IN6 SEEVFS, ----------------- MINIMUM SLEEVE SPACING SHALL BE TWO DIAMETERS CENTER TO CENTER OF THE LARGER SLEEVE OR 6" CLEAR BETWEEN SLEEVES, HHIGHEVER 15 GREATER_ PRIOR TO CONSTRUCTION SLEEVE LOGATION5 AND SIZES SHALL BE APPROVED BY THE ENGINEER_ REIN!VWR 11N i STEM., ------------------ SHALL BE ASTM A-615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF AGI STANDARDS AND SPECIFICATIONS. SECURE APPROVAL OF SHOP DRAWING5 PRIOR TO GOMMENGING FABRIGATION. SPECIFICALLY, REINFORCEMENT SHALL BE DETAILED IN AGGORDANGE WITH AGI 318-89. WlLAID WRY PAERIG, ------------------- TO CONFORM TO A5TM A-185, FREE FROM OIL, SCALE AND RUST AND PLAGED IN ACCORDANCE WITH THE TYPICAL PLACING DETAILS OF ACI STANDARDS AND 5PECIFIGATION5. MINIMUM LAP SHALL BE ONE SPACE PLUS THO INCHES. CONCRETE, SHALL BE PER AN APPROVED MIX DESIGN PROPORTIONED TO ACHIEVE A STRENGTH AT 26 DAYS AS L15TED BELOW WITH A PLASTIC AND NORKABLE MIX: 3000 PSI FOR SLABS ON GRADE. 4000 P51 FOR SLABS, BEAMS, GRADE BEAMS, PILE GAPS, AND FOR COLUMNS AND SHEARHALL5 ABOVE THE 7th FLOOR, 500C PSI FOR COLUMNS AND 5HEARWALL5 BETWEEN THE 5th AND 7th FLOORS. 6000 P51 FOR COLUMNS AND 5HEARHALL5 BETWEEN THE 3rd AND 5th FLOORS. 1000 PSI FOR COLUMNS AND 5HEARWALL5 BETWEEN THE FOUNDATION AND 3rd FLOOR. SUBMIT PROPOSED MIX DESIGN WITH REGENT FIELD CYLINDER OR LAB TE5T5 FOR REVIEW PRIOR TO USE. MIX SHALL BE UNIQUELY IDENTIFIED BY MIX NUMBERS OR OTHER POSITIVE IDENTIFICATION. MIX SHALL MEET THE REQUIREMENT5 OF A5TM C33 FOR COARSE AGGREGATE. CONCRETE SHALL COMPLY WITH ALL THE REQUIREMENTS OF AST" STANDARD G94 FOR MEASURING, MIXING, TRANSPORTING, ETC, CONCRETE TICKETS SHALL BE TIME STAMPED HHEN GONGRETE IS BATCHED. THE MAXIMUM TIME ALLOWED FROM THE TIME THE MIXING HATER 15 ADDED UNTIL IT 15 DEP051TED IN ITS FINAL P051TION SHALL NOT EXCEED ONE AND ONE HALF (1-1/2) HOURS. IF FOR ANY REASON THERE 15 A LONGER DELAY THAN THAT STATED ABOVE, THE CONCRETE SHALL BE DI5GARDED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LAB TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE GONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. ALL SLABS SHALL BE CURED USING A DISSIPATING CURING COMPOUND MEETING A5TM STANDARD 6309 TYPE I AND SHALL HAVE A FUGITIVE DYE. THE GOMPOUND SHALL BE PLAGED AS SOON AS THE FINISHING 15 GGOMPLETED OR AS 50ON AS THE HATER HAS LEFT THE UNFINISHED GONGRETE. ALL SCUFFED OR BROKEN AREAS IN THE GURING MEMBRANE SHALL BE REGOATED DAILY. GALLIUM CHLORIDES SHALL NOT BE UTILIZED; OTHER ADMIXTURES MAY BE USED ONLY HITH THE APPROVAL OF THE ENGINEER, ALL CONCRETE MIX DESIGNS SHALL INCLUDE A WRITTEN DESCRIPTION INDICATING WHERE EACH PARTICULAR MIX IS TO BE PLACED WITHIN THE STRUCTURE. ALL GONGRETE DESIGN MIX SUBMITTALS SHALL INCLUDE TESTED, STATISTICAL BACK-4IP DATA AS PER GHAPTER 5 OF AGI 318-89. TESTINS, AN INDEPENDENT TESTING LABORATORY SHALL PERFORM THE FOLLOWING TESTS ON CAST IN PLACE CONCRETE: AJ A5TM GI43 - "STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT CONCRETE." MAXIMUM SLUMP SHALL BE 6 INCHES. B) A5TM G39 - "STANDARD TEST METHOD FOR COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE 5PEGIMEN5." A SEPARATE TEST SHALL BE CONDUCTED FOR EAGH GLASS, FOR EVERY 50 CUBIC YARDS (OR FRACTION THEREOF), PLACED PER DAY. REQUIRED CYLINDER(5) QUANTITIES AND TEST AGE AS FOLLOH5: I AT 3 DAYS I AT 7 DAYS 2 AT 26 DAYS ONE ADDITIONAL RESERVE CYLINDER TO BE TESTED UNDER THE DIRECTION OF THE ENGINEER, IF REQUIRED. IF 28 DAY STRENGTH 15 ACHIEVED, THE ADDITIONAL CYLINDER(5) MAY BE DISCARDED. POST 751510iE'D SLAB, -- - ---------------- STRAND GRADE 270, 1/2" NOMINAL DIAMETER STRAND CONFORMING TO A5TM A-416 SHALL BE USED IN TENDONS. ALL STRANDS SHALL BE GLEAN AND FREE OF GORR0510N. TENDONS ANCHORAGES: ANCHORAGES FOR UNBONDED PRESTRESSING TENDONS SHALL DEVELOP THE 5PEGIFIED STRENGTH OF THE TENDONS WITHOUT EXCEEDING THE ANTICIPATED SET. COATING: PRESTRESSING STEEL SHALL BE PERMANENTLY PROTECTED AGAINST CORROSION BY A PROPERLY APPLIED GOATING OF MATERIAL WHIGH 15 IN AGGORDANGE WITH AGI RECOMMENDATIONS. THE COATING SHALL BE CHEMICALLY STABLE, AND BE NON -REACTIVE WITH CEMENT AND THE SHEATHING MATERIAL. SHEATHING: THE SHEATHING SHALL HAVE SUFFICIENT TENSILE STRENGTH AND HATER RE515TANGE TO RESIST NON -REPAIRABLE DAMAGE AND DETERIORATION DURING TRANSPORTATION, STORAGE AND INSTALLATION. THE SHEATHING SHALL BE GONTINUOU5 OVER THE LENGTH OF THE TENDON TO BE UNBONDED. THE SHEATHING SHALL PREVENT THE INTRUSION OF GEMENT PASTE AND THE ESCAPE OF COATING MATERIAL. POST TENSIONING GABLES SHALL HAVE A CORROSION PROTECTION SYSTEM HHIGH 15 IN AGGORDANGE WITH THE RECOMMENDATIONS OF THE PRESTRESSED GONGRETE INSTITUTE FOR. GABLES USED IN A GORRO51VE ENVIRONMENT. LITERATURE OUTLINING THE PROPOSED 5Y5TEM SHALL BE INCLUDED A5 A PART OF THE SHOP DRAWING SUBMITTAL, CONCRETE: CONCRETE SHALL ATTAIN THE MINIMUM COMPRESSIVE STRENGTH AS INDICATED IN THE GONGRETE NOTE. PRIOR TO STRESSING, THE CONCRETE SHALL REACH A MINIMUM OF TWO-THIRDS OF THE MINIMUM 28 DAY STRENGTH OR THE MINIMUM REQUIRED BY THE P05T TEN51ON SUPPLIER (WHICHEVER 15 GREATER). TENSIONING OF THE GONGRETE SLAB SHALL COMMENCE WITHIN 24 HOURS OF ACHIEVING THE INDIGATED STRENGTH. ALL SLAB CONCRETE SHALL REMAIN SHORED UNTIL THE CONCRETE 15 STRESSED. TENDON LOCATION: TENDONS SHALL 13E LOCATED IN ACCORDANCE HITH THE PROFILES SHOWN ON THE PLANS. ADEQUATE CHAIRS AND SUPPORT BARS SHALL BE FURNISHED TO HOLD TENDONS IN THEIR GORREGT POSITION DURING THE PLACEMENT OF CONCRETE. TENDONS SHALL NOT VARY MORE THAN 1/8" FROM THE SPECIFIED POSITION, 5LIGHT DEVIATIONS IN 5PAGIN6 OF TENDONS WILL BE PERMITTED WHERE REOUIRED TO AVOID OPENINGS, INSERTS AND DOHEL5. WHERE THERE 15 CONFLICT BETWEEN TENDONS AND BONDED REINFORCING STEEL, THE TENDON LOCATION HAS PRIORITY. AFTER THE TENDONS ARE IN THEIR FINAL POSITION AND PRIOR TO POURING CONCRETE USE CHALK TO MARK THE GABLE POSITIONS ON THE FORMWORK SUCH THAT THE MARKING WILL BE VISIBLE ON THE UNDERSIDE OF THE SLAB AFTER THE FORMWORK 15 REMOVED, MI5GELLANEOU5: A) ALL INSERTS FOR SUSPENDED MECHANICAL AND ARGHITEGTURAL WORK SHALL BE CAST -IN -PLACE. IF ADDITIONAL FASTENERS ARE REQUIRED, POWER DRIVEN FASTENERS WILL BE PERMITTED ONLY HHERE IT CAN BE 5HC>I^N THAT THE INSERTS ARE LOCATED 50 AS TO AVOID TENDONS AND AFTER THE APPROVAL OF THE ENGINEER. TENDONS SHALL NOT BE CUT. B) SHOP DRAWIN65 SHOWING ALL DETAILS OF END ANCHORAGES, CONNECTIONS, BLOGKOUT5 OF ALL HOLES, INSERTS AND OTHER P05T-TENSIONIN6 DETAILS SHALL BE 5LeMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO CONSTRUCTION. G.) SUPPLIER SHALL DETERMINE ALL GABLE LOSSES IN ACCORDANCE WITH AGI-318 AND SHALL PROVIDE A SUFFICIENT AMOUNT OF GABLE TO DEVELOP FINAL EFFECTIVE FORGES AS 5HOHN ON PLANS WITH PROPER CONSIDERATION OF LOSSES. CALOULATION5 SHALL BE SUBMITTED AND SHOP DRAWIN65-5 SHALL 13E SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA AS TO L055 CALCULATIONS. D.) RECORDS SHALL BE PROVIDED BY THE INSPECTOR OF ALL JAGKIN6 FORGES AND ELONGATIONS AND SUBMITTED PROMPTLY TO THE ENGINEER OF RECORD FOR REVIEW AND AGGEPTANGE PRIOR TO BURN OFF OF EXCESS TENDON. E.) STRESSING HARDWARE SHALL BE GOATED BY THE GONTRAGTOR WITH GORRO51ON PREVENTATIVE MATERIAL (ASPHALTIC PAINT OR SIMILAR) AFTER COMPLETION OF STRESSING OPERATION. ANCHOR BLOGKOUT5 SHALL BE FILLED WITH A NON-5HRINK GROUT (APPROVED BY THE ENGINEER OF RECORD) AFTER BURN OFF BY GENERAL CONTRACTOR. F) GENERAL GONTRACTOR SHALL COORDINATE THE DETAILING AND PLACING OF TENDONS AND MILD STEEL BETWEEN SUPPLIERS AS REQUIRED. 6) JOB SITE INSTRUCTION OF REINFORGING PLACERS PERSONNEL IN ALL PLACING AND STRESSING OPERATIONS SHALL. BE PROVIDED BY A QUALIFIED FIELD SUPERINTENDENT FROM THE STAFF OF THE POST TENSIONING SUPPLIER, PLACING OF REINFORGING STEEL AND P05T TENSIONING SHALL BE DONE BY THE SAME FIRM. SUCH PLACING SUBCONTRACTOR SHALL HAVE LOCAL EXPERIENCE IN POST TENSIONING WORK AND SHALL HAVE 5UGGE55FULLY COMPLETED AT LEAST TWO OTHER 51MILAR STRUCTURES UNDER THE SAME FIRM NAME. H) ALL TRADES WHIGH HILL BE DRILLING INTO THE SLAB SHALL USE DRILLS WHICH ARE EQUIPPED WITH DEVICES THAT AUTOMATIGALLY SHUT OFF THE POWER SUPPLY TO THE DRILL HHEN A GL05E PROXIMITY TO GABLE/STEEL 15 DETECTED. SUPPLIERS: MATERIAL SHALL BE SUPPLIED ONLY BY FIRMS HAVING LOCAL REPRESENTATION, AND STAFFED WITH A STRUCTURAL ENGINEER HAVING A MINIMUM OF THREE YEARS DESIGN EXPERIENCE IN THE DESIGN AND GONSTRUGTION OF P05T TEN51ONED STRUCTURES AND REGISTERED AS A PROFE-55IONAL ENGINEER IN THE STATE OF FLORIDA. P '!NE RATS ------------ NO PENETRATIONS SHALL 13E MADE IN ANY STRUCTURAL MEMBERS OTHER THAN TH05E LOCATED ON THESE DRAWING5 WITHOUT PREVIOUS APPROVAL OF THE ENGINEER. PPaONRY WALLS, --------------- MASONRY UNITS SHALL MEET A5TM C-90 FOR HOLLOW LOAD BEARING TYPE MA50NRY WITH UNIT STRENGTH OF 1900 PSI ON THE NET AREA (Ftn = 1500 PSI). MORTAR SHALL BE TYPE "M" OR "5" AND MEET A5TM G-270. GROUT SHALL BE 2000 P51 MINIMUM COMPRESSIVE STRENGTH AND MEET A5TM C-476. PROVIDE HOOKED DOHEL5 IN FOOTINGS FOR ALL VERTICAL REINFORCING ABOVE. LAP SPLICES 48 BAR DIAMETERS. PROVIDE 9 GAGE GALVANIZED HORIZONTAL JOINT REINFORCING (DUR-O-WALL OR ENGINEER APPROVED SUBSTITUTION) AT ALTERNATE BLOCK COURSES. LINTELS, MASONRY OPENINGS LE55 THAN 6 FEET SHALL BE SPANNED WITH 8" x 8" PRECAST CONCRETE LINTELS WITH 2#5 REINFORCING BARS. ALL PRECAST LINTELS SHALL BEAR A MINIMUM OF 6" AT EACH END. SHOP DRAYVINb FREVIIEK SHOP DRAWING5 WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE GONTRAGT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. ALL. SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARGHITECT/EN6INEER. DRAWIN65 SUBMITTED WITHOUT R UNCHECKED. EVIEW WILL BE RETURNED - SHOP DRAWING SUBMITTALS SHALL INCLUDE ONE SEPIA AND THREE SETS OF BLUEPRINTS. ONE SET OF PRINTS WILL BE RETAINED BY THE ENGINEER, ONE BY THE ARGHITEGT, ONE BY THE LOCAL BUILDING DEPARTMENT (WHERE REQUIRED) AND THE CONTRACTOR SHALL MAKE PRINTS FROM THE 5EPIA5 AS REQUIRED FOR DISTRIBUTION. IN ALL IN5TANGE5 THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWING5 UNLESS OTHERWI5E SPECIFIED IN WRITING BY THE ENGINEER. CURTAIN WALL Aim LIGHT OAOE STEEL "tAMIN6 AND LIOW Ed4BE STEEL TTf%NMN!% ENGINEERED CURTAIN WALL AND LIGHT GAGE STEEL FRAMING SYSTEMS AND LIGHT GAGE STEEL TRU55E5 AND ALL CONNECTIONS OF SAME TO THI5 STRUCTURE SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. SUBMIT SHOP DRAWING5 BEARING THE EMBOSSED SEAL AND THE SIGNATURE OF THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE GONFIGURATION OF THE CURTAIN WALL AND LIGHT GAGE STEEL FRAMING SYSTEMS AND LIGHT GAGE STEEL TRUSSES SHALL BE SHOWN ON AS ARGHITEGTURAL DRAWINGS. THE CURTAIN WALL AND ALL LIGHT GAGE STEEL FRAMING SYSTEMS AND LIGHT GAGE STEEL TRUSSES AND ALL CONNECTIONS SHALL BE DESIGNED FOR ALL APPLICABLE LOADS AS INDICATED IN THE BUILDING CODE, THE LOADS SHALL 13E CLEARLY INDICATED ON ALL SHOP DRAWINGS. SHOP DRAWINGS SHALL 5HOH AND SPECIFY ALL CONNECTIONS UTILIZED WITHIN THE CURTAIN HALL AND LIGHT GAGE STEEL FRAMING SYSTEMS AND LIGHT GAGE STEEL TRUSSES AS HELL AS CONNEGTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM 5HOHN ON THESE PLANS. STEEL STAIRS. -------------- ENGINEERED STEEL STAIR SYSTEM AND ALL CONNECTIONS OF SAME TO THI5 STRUCTURE SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA, SUBMIT SHOP DRAWIN65 BEARING THE EMBOSSED SEAL AND THE SIGNATURE OF THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE CONFIGURATION OF THE STEEL STAIR 5Y5TEM SHALL BE AS 5HOWN ON THE ARCHITECTURAL DRAWING5 STEEL. STAIR SYSTEM AND ALL CONNECTIONS SHALL BE DESIGNED FOR ALL APPLICABLE LOADS AS INDIGATED ON THE PLANS AND IN THE BUILDING CODE. THE LOADS SHALL BE CLEARLY INDICATED ON ALL SHOP DRAWIN65. SHOP DRAWIN6,5 SHALL SHOW AND SPECIFY ALL CONNECTIONS UTILIZED WITHIN THE STEEL STAIR SYSTEM AS HELL AS GONNEGTIONS TO AND LOADS IMPOSED UPON THE 5TRUGR RAL SYSTEM 5HOHN ON TI IE5E PLANS. ENGINEERED SKYLIGHT SYSTEM AND ALL GONNEGTION5 OF 5AME TO TH15 5TR.UCTURE SHALL 13E DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. SUBMIT SHOP DRAWING5 BEARING THE EMBOSSED SEAL AND THE SIGNATURE OF THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE CON 160RATION OF THE SKYLIGHT SYSTEM SHALL BE A5 SHOWN ON ARCHITECTURAL DRAWINGS. SKYLIGHT SYSTEM AND ALL GONNECTIONS SHALL BE DE51ONED FOR ALL APPLICABLE LOADS AS INDICATED ON THE PLANS AND IN THE BUILDING GORE. THE LOADS SHALL BE CLEARLY INDICATED ON ALL SHOP DRAWING5. SHOP DRAWING5 SHALL SHOW AND SPECIFY ALL GONNECTIONS UTILIZED WITHIN THE SKYLIGHT SYSTEM AS HELL AS CONNECTIONS 7'0 AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM 5HOHN ON THESE PLANS. METAL P40c AT STAIRS, ENGINEERED ROOF SYSTEM AND ALL GONNEGTION5 OF SAME TO THI5 STRUCTURE SHALL. BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. SUBMIT SHOP DRAWIN65 BEARING THE EMBOSSED SEAL AND THE SIGNATURE OF THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. THE CONFIGURATION OF THE ROOF SYSTEM SHALL BE AS SHOWN ON ARCHITECTURAL DRAWINGS. ROOF SYSTEM AND ALL GONNECTION5 SHALL BE DESIGNED FOR ALL APPLICABLE LOADS AS INDICATED ON THE PLANS AND IN THE BUILDING CODE. THE LOADS SHALL BE CLEARLY INDICATED ON ALL SHOP DRAWING5. SHOP DRAWING-,5 SHALL SHOW AND SPECIFY ALL GONt.EGTtON5 UTILIZED WITHIN THE ROOF SYSTEM A5 WELL A5 CONNECTIONS TO AND LOADS IMPOSED UPON THE STRUCTURAL SYSTEM SHOWN ON THESE PLANS. / AMERICAN CONSULTING jjWW ENGINkERS COUNCIL TO THE BEST OF MY KNOYILEDGE AND ABILITY. THE COMPLETED STRUCTURE DEPICTED ON THESE PLANS COMPLIES WITH THE APPLIGABLE MINIMUM BUILDING CODES. 0 n V) LLI MDR 11 4�5 — r, g Its M (OF, % AMn" SUR, 31 Jim 1 J , t'ol a� 3P G P" 11"7 w 711 D1 TQ -"w 001 :two ILL 0 v "a �vom .ki rj FA W2 u on. _ig I,-, J�Jmq RA q! w Wi �j g Xn, �Lo i"'M CONNECT THRU TIMECLOCK "Tl* (INTERMAK T171CP) A)v, . ...... DH 71 3`W i; to son zn 1W Mw ot, le LLIU 2: 29 C6 JO 01p; A �A q OAF �4*xmj IM, ilk f4 (4T It fig 'a,=, Afl NMI 19, xz g M IF �.V MAN ww" P,� A� � 74 j Pw "1 .: � NERATC 22 SEE ELECTRICAL I RLAYOUT ON OOM Alt - CONTROL PANEL FOR FIRE PUMP GARAGE POWER FLOOR PLAN Zof r�m E< � t(`.~+�ta�"�rqry;`s,,.t,i,C'<F;t�.,.::°. ::'>i� �'F y"..,..A"..#n• .,,''�.x._#: „j. 'd- '4 t"i` -",H1, .:'"a:�'e`; by!"�x3�.- �.9r°.,.'F 6,,S,uw.'I ay,,tb� '°Y�."kFk.?4°r,til^`"^x"•.�'.$-,1,�.. .rvfi`'c,,.';e.•.y,l,_��x•*' "" w-rr$ ��i iIv,`.',": �";x.s.. �.,.l'.'i4`+' '°.'� ., ' ''miMr. QZ'3Q � w !OCDF_�dZ4 CL TH zI 1 uv dey r,.. :,. ,.,. at •... ' ;: �� ;y.,. - :'„ .-. v _, br�:i�, .. :I r. �.. ,,. ,�§a.,:. .i, ,,a, ...x ,°Fa„5" ,..., A. .•-., ., ,: t � ffi'yi r, .lti`I y is � I �. fk=„,5, 9 :2 d '"':¢,. �t.¢.: v �'k?4.. •dS !.`6 .:, .,h:.v3'v .i6. t ".� � 4 ^Y'Lr �vr Aa9� :`r ..i:.� -.:.>: �... _ :.. -a • ;�.: , 'b � x ,,,.'; <ry y: ,: .: t ...,y '� t,�:::t �. � : 4,d Ma d �. . rah n ,r..;r::- R. rv.,f e �, { . Y�`mR � n, • � ` " , m„ gv'�r d�i,w.+, c w..' ra a � "r.W, s4;! ^t,� :t, ,a c��kt.±r ��' 3�Z '�w , s , wax L'rJa& p w>+� �.•�".. 17 s w, , �' , h.�.� ,°a * `� ° C y ✓s `z'*yd}k' rk"z 7 s„ - r -rv+ t,., :rw "~ >a : Y rn << .p >'{.x;' ,� v^ J;; cr 3;5 }. >' a c� .p sc vFr a:.:S Irk" ✓'x+„s.,yw�#r�x i�r '1n'#{�;-� zp,fi -tic a& ,`� .:'Yb s,i�#'='^:iw v:.CR:':''''., , "x,x .r+. rlixu ,..�'ry 4 rrvt 5R� i x m O w' t*k 4— ' r 0z: to Lu Lu ra �d"YM � � '�✓ i^{,�, F3. ti� ' .� y�t� � n ?.X��'''''''''�tt�� i S "i � ' r 1 ,� �r %'T rl h, lrrk ; ni'S�,��,'� � � O e• '� sL�i h . � � k� I ,(�A � ��� 'i: � ! � �y�r �� "mt.. � x �A 'a� xx 4 5^; 5 m � '4 �+"*� s ,` RY '" r � iss 5 tee" "G „-F "� MS- � �:. •. Psro- �i�'r*'it,'S55��;.. 1 ,:.,v r�1 ` ��LL �- ,� 4Aw�.. f�.�NjY'..@ r e g�£•h; � �, � ° c `Ay� ,„ � ;., 5 b i, �}A�F, tI �k.�r yifs r+N, A� :$r I �' � y�p,,y {� l A i�p� : ���� Q F— Z At I k s w^F _:w;a � Ur '� � s � 'S�} "�'+. c ° d�j- d � �,. °%m'• 1,.'I fl"�pr�"' 3 td = I + M 1 a �F,N ,J' �,.," 'mt a,p "Y�t� s ITY G �-� ATE o �u v# r '+¢ FIA i I m k# L 1 4h r'a(,` I I I k Y'�:+I. C � k x by � t w 5� ��'•, r,A � a m � Al r ^4 9k Y# ` ^k'r�"'L 'W CRY p4�::+1@R.,w vrl , I,r.:�'a•; ' .'.. eetiy t ma$ xt~} z o-1•.a � E; ,r t .Fai �'." r e=".� l ,V,Y �_, '•t ?�:d Six O VJ "� �'k 3 �i1 'YJ M� �t i yW c'r tm �f� .x 'd �ya '-`p•. r'"ri ,y,,� m � ��+ { tl it���r 7. rt�t -5,� ><„I; 0 W z `,3itn ^� ,�' f 91m.,t${` U ]y4 ' p u h 'p # F d�''" ��• m V� YY � I�� Y� u �' _ • i e K N Y m k ,3y a � � 6. �. k d l y byEp i it'9 w 4` s^B bh"'h A O 2co m O J x 9 �` W M O LJ Q G I.i N 4 r ry K tJr. % S.eiw uF., "t f" y t ''ll yy 0...».» +.-,. .-ems. ., 0 o •�k 0 rf A rY S +a >Vd v s{p T .�.. %ry n .. n yyv ♦ � w b 4. _..5.. nd,, u b3� Y J.. t� teY.R d k �3i IF `p t I, �„ k f�. fl f Ny 0 g= i � b n �h �e � 9 4 t 4 1Ks S%• ENTERANCE REQU}REu ERS 1..aaAy�'"'rz . t"".: r wr x a+vse �; RA sz x p 9 y $fin � x� 4w 3 YY i ",,,w LO w R U n SFr N ✓ N It X I � ...... r ...: kY,atm VC {t. srrr t Fw.-.w•. y' s f P#e M •t 8% ,_ ;" #.4'h, „ m o �` `i� ••I y R ��'�,� "�� $ �t ra �� � � a"": ` � +u �'tr+`. V� s yrvt�,�� {y �� *� _ t ,C�'.:$� t � ti � � f u r n a n�' F e �:k r 1fi� .'� 3. �.„�✓ lr d �";4 n Kksrf. !�." a .'� '* +a. a A` � � � P 4+. i �. A x w )'� � � �r � A'�, }$�^b� z.��N ty`bu`, 'f4 d yM iA e ^ST °�vA'9'r +tc lu� t de + C s, o w 'f s �Y a r ttt 3. 3 ,kyt s tt rc,py�'�3.k'ka, iy,ax tF _ 4''`� C n� 4 @; jk,trv<m�t sfa n"."N#"�a `Fg xr" �n ",E<"'�, `�r�"^ of y`e}a roN - e ?� r Mzk r1 a" t tx a �rv+a 1-4 31. r F r �'t'" ,q` al`d" " ,r t s a}*.. U°r „d zir i iRr}3 -�r14V x q �s �, 4'A.0. .. i+iwd fn`rtY ve'e!K h t ". 9 • �dk'in xw b^, ff n M a Y tl+k' �AM, !'' y ,L> �'�` 'E.•'+ s 11► ,� P ae I. rY r �1JtAttIli lip, atfvA'E � >>R^ � 4 rc r 3`. wav a s It s 1@ (BED' r" e W g�y ryry�� u1 Y .1 A tx fiR 'vY !- .i. 1 k$ 4 rd ,p p r x �- 4 rAp =p7 �+ y`�3+{§c-k A' .}s•. a+daF`'` �`r a�axa °a '�¢'. �"A''6* +4" aR "v ` N8 ,4"xu a 'n x— y 'J ny z ss % d v'' Y1" °F3 a -e"� s R�3„fv' t1- +„,M4r4, b ry` t1 .x nF} T,. * r f r a " 4 wA i , r i= � ro°k s d' 0. I >L m .1 t� .r.• r .1 .. i5. .:. .�iT�. .t aYnl v .. '�S:H�vY .1) y .A: ,i'.¢F rv:.M . (1 v. ipF' .c g , t\ P k y; m+ tl N F li: lh S f P ary, .'; f 004i, 444 Ned H' �M A F4 V I I:r aP x, twa Q 9 ,� T a. I` "i iy 1 f >✓ 1 k t w , COPPERD.. C OWN WIFD SOFFIT VAULTED CEII ED GIRDER PORT[ -ERED tS SYSTEMA MANUFACTURER x h y1 LINE OF 4—PLY PRE—ENGINEERED WOOD GIRDER BEYOND B.Y ANUFAGTt x �- ws 10d WOOD SCR£ EMBEDDMENT SF WIFD SOFFIT VAULTED CEII ED GIRDER PORT[ -ERED tS SYSTEMA MANUFACTURER x h y1 LINE OF 4—PLY PRE—ENGINEERED WOOD GIRDER BEYOND B.Y ANUFAGTt x �- ws 10d WOOD SCR£ EMBEDDMENT SF 4 �`d't �d• i ¢J � R xx 1 11 y. Q Z N Q J_ � L z U d uj Ld 0 P � Y � 1 1 is n 4L RATED SHEATHING'! 13d NAILS AT 12" O.C. ilf` 1T VERTICAL FACE OF TRUSSPO � F N A e, � �0 9 „ 2 La�." "SIT •^�`^ {� t �s �9s A 4� _M1 i� .�. 4� 'F " P �^" !i.,:'. 44 Yir 9" )k na �'^' TRUSSho M ' �s s� 4iI:Y r 4. t, r � ..i j:. 04 i �,, L I e I t IIIIII� 4 { r y'� � 7'vt V� 4,* e. k ' V r r d Cr O � Z C7 >- to F- z C7 � W O 0 r U') i N ... ^9vR5...:.. ....:. ''m .. :. S" ...,—'^�m�, ..,,.r.-----Iws... .aw»r,:r,.!!cnmrw�--•--- _.. �'"`i-'—err..,,,..-. ,.. s %'A�: I