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HomeMy WebLinkAboutIsland Dunes (Bldg. 5) 46109ISLAND DUNES COMPANY 8735 SOUTH OCEAN DRIVE JENSEN BEACH, FLORIDA 34957 305-229-1110 TO Mr Ray Koctgy Plans Examines Building and Zoning Department 2300 Virginia Avenue, Room 201 Fort Pierce. Florida 34982 DATE April 13, 1988 COPY TO Mr. Joe Klostermann RE Tsl_and Dunes Oceanside Phase I GENTLEMEN: WE ARE ENCLOSING- Revised Energy Code Calculations THESE ARE TRANSMITTED: ❑ As Requested ❑ For Approval ❑ For Review and Comment ❑ For Corrections Frank J. Rooney, Inc. ® For Your Use ❑ Approved As Noted COMMENTS• These revisions required due to the change in design of the air conditioning system. For your review and files. / VZ tlt-� / i\t FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Programr=-Residential Point System Method Version L.05 March, 1987 Y Department of Community Affairs f Printout Submitted in lieu of Form 90OA-86 ----------------------------------------------------------- PROJECT NAME:1 �a------------------ ------------------- PERMITTING OFFICE { S -- ---- --- -- AND ADDRESS: 1 CLIMATE ZONE: 4 5 6 BUILDER I PERMIT NO.: ------------------------------ ----------- - OWNER: : JURISDICTION NO.: ------------------------------ -------------------------------------------- i -----------------------------1- - ----- BUILDING OFFICIAL COMPONENT VALUE CHECKLIST WINDOWS Single Tint Total Area: 397.0 --------------- WALLS 1. Ext NormWtBlock Int Area: 107.0 --_ _ _-__ R-Value: 3.0 --------------- 2. Adj NormWtBlock Int Area: 336.0 --------------- R-Value: 0.0 _- CEILINGS 1. Concrete -Exposed Area: 1650.0 R-Value: 19.0 --------------- FLOORS DUCTS In'Cond. Space Length: ALL --------------- COOLING 1. Central A.C. SEER: 11.00 --------------- HEATING 1. Natural 'Gas AFUE: 0.80 --------------- HOT WATER Bedrooms: 3 --------------- 1. Electric EF: 0.88 --------------- INFILTRATION Practice: 1 Conditioned Floor Area: 1650.0 --------------- AS BUILT POINTS f BASE POINTS In = EPI 30753.5 36788.6 83.6' GLASS TO FLOOR AREA RATIO = 0.2406 i I i* PRESCRIPTIVE MEASURES (Must be met or exceeded by ,all residences) ** COMPONENTS SECTION REQUIREMENTS ------------------------------------------------- WINDOWS 904.1 Maximum of 0.5 CFM per linear foot of operable sashe crack. ------------------------------------------------------------------------ EXTERIOR & 904.1 Maximum of 0.5 CFM per sq. ft. of door area. ADJACENT DOORS Includes sliding glass doors, solid core, wood panel, insulated, or glass doors only. -------------------------------------------------- EXT. JOINTS & 904.1 To be caulked, gasketed, weatherstripped or CRACKS otherwise sealed. ------------------------ WATER HEATERS 904.2 -------------- SWIMMING POOLS 904.3 &'SPAS ----------------------- HOT WATER 904.4 PIPES SHOWER HEADS 904.5 HVAC DUCT 903.2 CONSTRUCTION 904.6 ----------------------- HVAC CONTROLS 904.7 ------------------------------------------------ i Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric), or cut-off (gas) must be provided. An external or built in Heat trap must be provided. --- --------------------- - Spas and heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 75% Insutlation is required only for recirculating systems. In such cases, piping heat loss shall be limited to 175 ETU/H/Linear Ft. of pipe. ------------------------------------------------------ Water flow must be restricted to no more than 3 gallons per minute at 20 to 80 PSIG. 7 -------------------------------------------- Constructed in accordance with industry standards & local mechanical codes. Ducts in , Unconditioned space must be insulated to minimum R-4.2 & joints must be sealed. ------------------------------------------------------ Separate readily accessible manual or automatic thermostat for each system. -------------- ----------------- CEILING INSUL. 904.9 Minimum R-19. # INFILTRATION REDUCTION PRACTICE COMPLIANCE 'CHECKLIST *' COMPONENTS REQUIREMENTS PRACTICE #1 Comply with Infiltration Prescriptives in above In Accordance with Sec. 553.907 F.S., Review of the plans and specifications I Hereby certify that the plans and covered by this calculation indicates specifications covered by this calcu- compliance with the Florida Energy lation are in compliance with the 1 Code. Before construction is completed Florida Energy Code. this building will be inspected for compliance in accordance with Section 0F.S. OWNER/AGENT, _ BUILDIN6OFFICIAL:____________________ DATE:- = ------------ DATE ------------------------ ------- T SUMMER CALCULATIONS BASE ___ i -_= AS -BUILT GLASS------------ ORIEN AREA x RSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOFI= POINTS ----------------------------------------------------------------------=-------- E 122.0 102.0 12444.0 ; SGL TINT E 26.0 107.1 0.681 1903.7 ; SGL TINT E 96.0 107.1 0.82',-8399.5 SE 216.0 104.1 22485.6 SGL TINT SE 72.0 110.3 0.42', 3335.5 SGL TINT SE 96.0 110.3 0.77' 8126.9 SGL TINT SE 48.0 110.3 0.43' 2302.0 S 26.0 90.9 2363.4 SGL TINT S 26.0 98.3 0.48� 1233.7 NW 33.0 71.7 2366.1 ; SGL r TINT NW 33.0 76.6 0.361 910.0 li i ------------------------------------------------------------------------------ .15sx COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS, ; POINTS ------------------------------------------------------------------------------ .15 1650.0 397.0 0.623 39659.1 24724.5 I 26211.2 -.�-ram --•--- _----------------------------•�---•�--------•-----T-------- AREA x BSPM =POINTS TYPE R-VALUE AREA x SPMI= POINTS WALLS----------- Ext- -107.0 1.00 107.0 Ext NormWtBlock Int 3.0 107.0 1.40 149.8 Adi 336.0 0.70 235.2 1 Adj NormWtBlock Int 0.0 336.0 0.90 302.4 DOORS--------- ; Ext 20.0 9.90 198.0 ; Ext Wood 20.0 9.10 182.0 CEILINGS---------- ; UA 1650.0 0.60 990.0 ; Concrete -Exposed 19.0 1650.0 1.53'i 2522.1 FLOORS---------- INFILTRATION 10.90 17985.0 1 Practice #f 1650.0 13.80I 22770.® TOTAL SUMMER POINTS 44239.7 ; 52137.6 TOTAL x SYSTEM = COOLING ; TOTAL x DUCT x SYSTEM x CREDIT =I COOLING SUM PTS MULT POINTS C OMPON MULT MULT MULT POINTS - 44239.7 0.43 19023.1 f 52137.6 ---1=000 --0 310 1000 _-- "_" __ -___=---- ---__ -- 16162.7 WINTER CALCULATIONS BASE ___ __= AS -BUILT GLASS- ---- -- ORdENAREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF ='POINTS ------------------- E 122.0 -5.6 ----------------`-------- - -683.2 1 SGL -TINT ---------------- E 26.0 -2.0 -0.76 39.5 SGL TINT E 96.0 2.0 0.01 -1.1 SE 216.0 -13.4 -2894.4 1 SGL 'TINT SE 72.0 -9.7 0.05 -34.9 1 SGL TINT SE 96.0 -9.7 0.74 -692.2 : SGL TINT SE 48.0 -9.7 0.09 -40.0 S 26.0 -14.0 -364.0 1 SGL TINT S 26.0 -10.2 0.28 -74.4 NW 33.0 3.5 115.5 1 SGL TINT NW 33.0 7.3 1.67 402.3 ------------------------------------ .15 x COND. FLOOR 1 1 ; ------ TOTAL GLASS = ADJ., x -------------------- GLASS _ ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS' POINTS i POINTS .15 1650.0 397.0 0. ; AREA x BWPM = POINTS 1 TYPE -------------------------------------- -3826.1-2385.3 1 -400.8 R-VALUE AREA x WPM = POINTS WALLS----------- 1 Ext 107.0 1.10 117.7 Ext Nor,mWtBlock Int, 3.0 107.0 3.B0 406.6 <' Adi 336.0 1.60 604.E I Adi NormWtBlock Int 0.0 336.0 3.10 1041.6 DOORS ----------- Ext 20.0 10.50 210.0 1 Ext Wood 20.0 9.50 190.0 CEILINGS---------- 'UA 1650.0 0.60 990.0 1 Concrete -Exposed 19.0 1650.0 0.41 683.E FLOORS ---------- INFILTRATION --------- 1650.0 4.10 6765.0 Practice'#1 1650.0 6.20 10230.0 TOTAL WINTER POINTS 6302.2 1 12150.9 TOTAL x IYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON: RATIO MULT MULT MULT POINTS 6302.2 1.14 7184.5 : 121509 1.000 1.000 1.000 0.330 4009.8 WATER HEATING RASE AS -BUILT NUM OF h MULT - - TOTAL ! DESCRIPTION EF CAP x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------ 3 3527.0 10581.0 1 Electric 0.88 1.000 3527.0 1.00 10581.0 ############################################################################### SUMMARY -_= BASE ___ I ___ AS -BUILT COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS -----------h------------------- 19023.17184.510581.036788 1 16162.7 4009.8- 10581.0 ' 30753.5 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program --;Residential Point System Method Version 1.05 1 March, 1987 Department of Community Affairs Printout Submitted in lied of Form 90OA-86 ---------- PROJECT NAME �C c 1 PERMITTING OFFICE: AND ADDRESS: - d�-i qN�--r 1' CLIMATE ZONE: _--4-- 5-- b-_ BUILDER: sx 1 PERMIT NO.: -----------------------'----- ' ------------- OWNER: - J------ JURISDICTION NO.: ----- ---- ---------- --------------------- ---- ---------------------------------- I BUILDING OFFICIAL COMPONENT VALUE CHECKLIST WINDOWS Single Tint Total Area: 255.0-------------- WALL5 1. Ext NormWtBlock: Int Area: 153.0--------------- R-Value:, 3.0--------------- I 2., Adj NormWtBlock Int Area: 58.0--------------- R-Value: 0.0-------------- CEILINGS 1. Concrete -Exposed Area: 1200.0--------------- R-Value: 19.0 --------------- FLOORS DUCTS In Cond. Space Length: ALL -------------- COOLING 1. Central A.C. SEER:, 11.00 --------------- HEATINS 1. Natural Gas AFUE: 0.80--------------- HOT WATER Bedrooms: 2--------------- 1,' Electric EF: 0.88--------------- INFILTRATION Practice: 1--------------- Conditioned Floor Area: 1200.0--------------- I AS BUILT POINTS J BASE POINTS * 100 - EPI 20055.8 25618.9 78.3 GLASS TO FLOOR AREA RATIO = 0.2125 * PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) 'COMPONENTS SECTION REQUIREMENTS WINDOWS ---- -904.1 ---- Maximum of 0.5 CFM per linear foot of operable sask crack. ---------------- EXTERIOR & 904.1 Maximum of 0.5 CFM per sq. ft. of door area. ADJACENT DOORS Includes sliding glass doors, solid core, wood',panel, insulated, or glass doors only. _ ------- -704.1 - - ----------------------------------------- EXT. JOINTS & To be caulked, gasketed, weatherstripped or CRACKS otherwise sealed. ---------------------------- WATER HEATERS 904.2 `---------------------- Must',bear label indicating compliance wlASHRAE standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric), or cut-off (gas) must be provided. An external or built in heat trap must be provided. ------------------------------------------------------------------------------- SWIMMING POOLS 904.3 Spas and heated pools must have covers (except &SPAS solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 75% ---------------------------------- HOT'WATER 904.4 - Insulation is required only for recirculating PIPES systems. In such cases, piping heat loss shall be kimited'to 17.5 BTU/H/Linear Ft. of pipe. SHOWER HEADS 904.5 - - Water flow must be restricted to no more than 3 gallons per minute at 20 to 80 PSIG. ---------------------------------- -------------------------------------------- HVAC DUCT 903.2 Constructed in accordance with industry CONSTRUCTION 904.5 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4.2 & joints must be sealed. ----------------------------- HVAC CONTROLS 904.7 ------------------------------------------------- Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------ ------ CEILING INSUL. -------------- 904.9 --- Minimum R-19. INFILTRATION i REDUCTION PRACTICE COMPLIANCE CHECKLIST *� COMPONENTS REQUIREMENTS PRACTIOE #1 `'omph with Infiltration Prescriptives in above In Accordance with Sec. 553.907 F.S., ',I Review of the plans and specifications I Hereby certify that the plans and covered by this calculation indicates specifications covered by this calcu- { compliance with the Florida Energy lation are in compliance with the Code. Before construction is completed Florida Energy Code. ; this building will be inspected for ; compliance in accordance with Section _ 553.908 F.S. OWNER/AGENT: _ 1' BUILDING OFFICIAL:-------------------- DATE ----- -- DATEa--------------------------------- 1. SUMMER CALCULATIONS --- B SE --- --- AS -BUILT - ------ ---------------------- GLASS- -------- - ----- ------- - ORIEN AREA x BSPM = POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------------------------------------------------------------- SE 160.0 104.1 16656.0 1 SGL TINT SE 96.0 110.3 0.47 4960.4 ; SGLTINT SE 64.0 110.3 0.53 3719.7 S 26.0 90.9 2363.4 ; SGL- TINT S 26.0 98.3 0.48 e. 1228.7 i W 17.0 102.0 1734.0 SGL TINT W 17.0 107.1 0.52 946.8 NW 52.0 71.7 3728.4 ; SGL TINT NW 52.0 76.6 0.66 f1 2632.0 , .15 x�COND. FLOOR / TOTAL GLASS = ADJ. x GLASS _ ADJ GLASS ; GLASS AREA AREA FACTOR POINTS POINTS ; POINTS .15 1200.0 255.0 0.706' 24481.8 17281.3 13487.6 AREA x &SPM = POINTS ; TYPE R-VALUE AREA x SPM = POINTS' ------ ---- ------ WALLS----------- ------- ------------- ---------------------------------- Ext 153.0 1.00 153.0 ; Ext NormWtRlock Int 3.0 153.0 1.40 214.2 Adj 58.0 0.70 40.6 ; Adj NormWtBlock Int 0.0 58.0 0.90 52.2 DOORS----------- ; Ext 20.0 9.90 198.0 ; Ext Wood 20.0 9.10 182.0, CEILINGS ---------- 'UA 1200.0 0.60 720.0 Concrete -Exposed 19.0 1200.0 1.53 1834.3 FLOORS ---------- INFILTRATION --------- 1200.0 10.90 13080.0 ; Practice #1 1200.0 13.80 16560.0 TOTAL SUMMER POINTS --- - - 31472.4 'r - ---------=----=-=- -- -- 32330.3 TOTAL x ftTEM COOLING ; TOTAL r, DUCT x SYSTEM x CREDIT = COOLING SUM PTS ftLT-----p0INT5'-_-COMPc7N -_ MULT MOLT MUl T POINTS 31472.9 0.43 --- ---------- 13533.3 , 32330.3 --------------- -- 1.00m 0.31m 1.000 10022.4 4 I WINTER CALCULATIONS BASE ___ ___ AS -BUILT GLASS ------------ ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS -----=------=------------------------------------------------------------------ f SE 160.0 -13.4-2144.0 SGL- TINT SE 96.0 -9.7 0.17 156.2 SGL TINT SE 64.0 -9.7 0.32 -201.5 S 26.0-14.0 -364.0 SGL TINT S 26.0 -10,.2 0.27 -72.0 W 17.0 -5.6 -95.2 t SGL TINT W 17.0 -2.0 -2.03 69.0 NW 52.0 3.5 182.0 SGL TINT NW 52.0 7.3 1.32 500.8 { i ------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS i POINTS --- ----------- ------------- ------------ ----------- ---- --- .15 1200.0 255.0 0.706 2421.2 1709.1 140.1 , AREA x BWPM = POINTS ! TYPE R-VALUE AREA x WPM = POINTS------------------------------------------------------------------------------- `WALLS----- ----- `Ext 153.0 1.10 166.3 Ext NormWtBlock In# 3.0 153.0 3.80 581.4 Adj 58.0 1.80 104.4 ! Ad,i NormWtBlock Int0.0 58.0 3.10 179.8 DOORS----------- I Ext 20.0 10.50 210.0 Ext Wood 20.0 9.50 190.0` CEILINGS---------- UA 1200.0 0.60 720.0 I Concrete -Exposed 19.0 1200.0 0.41 497.1 FLOORS---------- INFILTRATION--------- 1200.0 4.10 4920.0 : Practice #1 1200.0 6.20 7440.0 TOTAL WINTER -POINTS -- 4413.6 l 9028.5 TOTAL x SYSTEM = HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS : COMPON RATIO _MULT MULT MULT POINTS --------------------------------------------------------------- 4413.6 1.14 5031.5 1 9028.5 1.000 1.,000 1.000 0.330 2979.4 WATER HEATING -__ BASE ___ __= AS -BUILT NUM OF x MULT TOTAL DESCRIPTION EF 'CAP x MULT x CREDIT - TOTAL BEDRMS I RATIO MULT - - - - - 2' 3527.0 - 7054.0 1 E16ctric -0.88 1.000 3527.0 1.00 7054.0 SUMMARY -__ BASE =_= I __= AS -BUILT COOLING HEATING 'HOT WATER TOTAL 1 COOLING - HEATING HOT WATER TOTAL' POINTS + POINTS + POINTS = POINTS : POINTS + POINTS + POINTS = POINTS --- _ - -- 13533.3 5031.5 7054.0 25418.9 1 10022.4 2979.4 7054.0 20055.8 a * EPI = 78.3 i F'LORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program --Residential Point System Method Version 1.05 March% 1987 Department of Community Affairs Printout Submitted in lieu of Form 90OA-86 ------ ------ ------ -- PROJECT NAME: I�7F y�1 PERMITTING OFFICE: AND ADDRESS: - '> > - n CLIMATE ZONE: 4 5 6 ---- BUILDER: 1 PERMIT NO.: ----------------------------- 1------------- OWNER: JURISDICTION NO.: ------------------------------ BUILDING OFFICIAL COMPONENT VALUE CHECKLIST WINDOWS Single Tint Total Area: 255.0 --------------- WALLS 1. Ext NormWtBlock In# Area: 153.0 --------------- R-Value: 3.0--------------- 2. AdJ NormWtBlock Int Area: 58.0--------------- R-Value: 0.0 --------------- CEILINGS 1. Concrete -Exposed Area: 1200.0 -------------_ R-Value: 19.0--------------- FLOORS DUCTS In Cond. Space Length: ALL --------------- COOLING 1. Central A.C. SEER: 11.00 -____- HEATING --- --- 1. Natural Gas AFUE: 0.80--------------- HOT WATER Bedrooms: 2------------ 1. Electric EF: 0.88 --------------- INFILTRATION Practice: 1 ------ ------ Conditioned Floor Area: 1200.0--------------- AS BUILT POINTS / BASE POINTS # 100 - EPI 20187.7 25755.7 78.4 GLASS TO FLOdR AREA RATIO = 0.2125 ** PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) -------- COMPONENTS -- --- SECTION - ------ - - --- REQUIREMENTS WINDOWS 904.1 Maximum of 0.5 CFM per linear foot of operable EXTERIOR & 904.1 --sash -crack Maximum of 0.5 CFM per sq. ft. of door area. i ADJACENT DOORS Includes sliding glass doors, solid core, --------------- wood panel, insulated, or glass doors only. -------- ---- ------- ------ EXT. JOINTS & ----- 904.1 ------- --------- ---------------- To be caulked, gasketed, weatherstripped or CRACKS otherwise sealed. -------------- WATER HEATERS ----- ------------- 904.2 ----- ----- --------------------------------- Must bear label indicating Compliance w/ASHRAE standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked (circuit breaker (electric), or tut -off (gas) oust be provided. An external or built in heat trap must be provided. ------------------------------------------------------------------------------- SWIMMING POOLS 904.3 Spas and heated pools must have covers (except & SPAS solar heated). Non-commercial pools must have a purtpl:timer. Gas spa & pool heaters must have minimum thermal efficiency of 75% HOT WATER 904.4 Insulation is required only for recirculating PIPES systems. In such cases, piping heat loss shall --------------------------------------------------------------------------------- be limited to 17.5 BTUIHILinear Ft. of pipe. SHOWER HEADS 904.5 Water flow must be restricted to no more than 3 ------------------------------------------------------------------------------- gallons per 'minute at 20 to 80 PSIG. HVAC DUCT 903.2 Constructed in accordance with industry CONSTRUCTION 904.6 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4.2 & joints must be sealed. ------------------------------------------------------------------------------- HVAC CONTROLS 904.7 Separate readily accessible manualorautomatic ------------------------------------------------------------------------------- thermostat for each system. CEILING INSUL. 904.9 Minimum R-19. +# INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST # - ----- COMPONENTS ------------- ------------------------- -- -- -- REQUIREMENTS PRACTICE#I Comply ,with Infiltration Prescriptives in above i f In Accord------ . -- Sec. 553.907 F.7-------------------------`----- --- ------ , I Review of the plans and specifications I Hereby certify that the plans and 1 covered by this calculation indicates specifications covered by this calcu- compliance with the Florida Energy lation are in compliance with the Code. Before construction is completed Florida Energy Code. 1 this building will be inspected for compliance in accordance with Section 553.908 F.S. OWNEWAGEN BUILDING OFFICIAL:------------------- DATE -_----------'---- DATE --------------------------------- SUMMER CALCULATIONS BASE =__ ; ___ AS -BUILT GLASS- `- ------------ ORIEN AREA }; BSPM POINTS ; TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------ ---------------------------------------------- N 17.0 47.8 812.E 1 SGL TINT N 17.0 51.5 0.69 604.1 E 26.0 102.0 2652.0 : SGL TINT E 26.0 107.1 0.62 1717.9 SE 160.0 104.1 16656.0 1 SGL TINT SE 96.0 110.3 0.47 4960.4 { SGL TINT SE 64.0 110.3 0.53 3719.7 NW 52.0 71.7 3728.4 SGL TINT NW 52.0 76.6 0.66 2632.0 , ----------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ., x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS i POINTS ----- -------------- .15 1200.0 255.0 0.706 23849.0 16834.6 ; 13634.1 , AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM POINTS -------------------------------------------------------------------------------- WALLS----------- Ext 153.0 1.00 153.0 ; Ext Nor,mWtBlock Int 3.0, 153.0 1.40 214.2 Ad,1 58.0 0.70 40.6 Ad,1 N&:mWtPlock Int 0.0 58.0 0.90 52.2 DOORS ----------- Ext 20.0 9.90 198.0 ; Ext Wood 20.0 9.10 182.0 CEILINGS---------- ; UA 1200.0 0.60 720.0 f Concrete -Exposed 19.0 1200.0 1.53 1834.3 FLOORS ----------- INFILTRATION --------- ; 1200.0 10.90 13080.0 Practice #1 1200.0 13.80 16560.0 TOTAL SUMMER POINTS - -- - 31026.2 S 32476.7 TOTAL x SYSTEM = COOLING 1 TOTAL x DUCT x SYSTEM x CREDIT = COOLING SUM•PTS MULT POINTS : COMPON MULT MULT MULT POINTS --------- ------------------------------------------------------ 31026.2 0.43 13341.3 ; 32476,7 1.000 0.310 1.000 10067.8 WINTER CALCULATIONS BASE ___ AS -BUILT GLASS -- --- ORIEN AREA x BWPM POINTS I TYPE SC ORIEN AREA x WPM x WOF = POINTS - N 17.0 5.6 95.2 SGL TINT N 17.0 9.6 1.20 195.8 E 26.0 -5.6r -145.6 SGL TINT E 26.0 -2.0 1.22 63.2 SE 160.0 -13.4-2144.0 SGL TINT SE 96.0 9.7 0.17 -156.2 1 SGL TINT SE 64.0 -9.7 0.32 -201.5 NW 52.0 3.5 182.0 SGL TINT NW 52.0 7.3 1.32 500.8 ------------------------------------------------------------------------------- .13 x COND. FLOOR / TOTAL GLASS '= ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS ------------------------------------------------------------------------------- 15 1200.0 255.0 0.706 2012 4 1420 5 402.1 AREA x BWPM = POINTS 'TYPE R-VALUE AREA x WPM = POINTS ------------------------------------------------------------------------------- WALLS----------- ; Ext 153.0 1.10 168.3 Fxt NormWtBlock Int 3.0 153.0 3.80 581.4 Adj 58.0 1.80 104.4 Ad,j NorfrWtBlock Int 0.0 58.0 3.10_ 179.6 DOORS ----------_ Ext 20.0 10.50 210.0 I Ext Wood _20.0 9.50 190.0 CEILINGS---------- I UA 1200.0 0.60 720.0 I Concrete -Exposed 19.0 1200.0 0.41 497.1 FLOORS---------- 1 INFILTRATION --------- 1200.0 4.10 4920.0 Practice #1 1200.0 6.20 7440.0 TOTAL WINTER POINTS 4702.2 1 9290.5 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------- ----------------------------------------------- 4702.2 1.14 5360.5 1 9290.5 1.000 1.000 1.000 0.330 3065.9 WATER HEATING BASE __= 1 -_= AS -BUILT ------------------------------------------------------------------------------ NUM OF x MULT = TOTAL 1 DESCRIPTION EF CAP x MULT x CREDIT = TOTAL BEDRMS I RATIO MULT ------------------------------------------------------------------------------ 2 3527.0 7054.0 I Electric 0.88 1.000 3527.0 1.00 7054.0 SUMMARY ***tttttattta*aat**tttt+�tatattt�ttataat*atttaattattttaataaaaaatttttttataatttat BASE __= 1 =_= AS -BUILT ------------------------------------------------------------------------------- COOLING HEATING HOT WATER TOTAL f COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS 1 POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 13341.3 5360.5 7054.0 25755.7 1 10067.8 3065.9 7054.0 20187.7 i t*�aatattttat**** * EPI = 78.4 # T FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program --Residential Point System Method Version 1.05 March, 1987 Department of Community Affairs Printout Submitted in lieu of Form 90OA-86 PROJECT NAME: �/ 1 { PERMITTING OFFICE: �_:JL �f`.L=---- ---ICJ ------ i 1 AND ADDRESS: rc_ I CLIMATE ZONE: BUILDER: 1 PERMIT NO.: ------------------------------ 1 OWNER: 1 JURISDICTION NO.: ------------------------------ COMPONENT WINDOWS Single Tint WALLS 1. Ert NormWtBlock Int 2. Adj NormWtBlock Int CEILINGS 1. Concrete -Exposed FLOORS DUCTS VALUE Total Area: 221.0 Area: 87.0 R-Value: 3.0 Area: 380.0 R-Value: 0.0 Area: 990.0 R-Value: 19.0 BUILDING OFFICIAL CHECKLIST In Cond. Space Length: ALL ------------- COOLING 1. Central A.C. SEER: 11.00-------------- HEATING 1. Natural Gas AFUE: 0.80-------------- HOT WATER Bedrooms: 2-------------- 1. Electric EF: 0.88-------------- INFILTRATION Practice: 1-------------- Conditioned Floor Area: 990.0-------------- AS BUILT POINTS / BASE POINTS * 100 = 18886.4 23293.3 GLASS TO FLOOR AREA RATIO = 0.2232 4 5 6 EPI 81.1 }PRESCRIPTIVE MEASURES (Must be met or exceeded by all residences) �* COMPONENTS SECTION REQUIREMENTS WINDOWS - 904.1- Maximum of 0.5 CFM per linear foot of operable sash crack. - EXTERIOR & ------ 904.1 ---------------------------- Maximum of 0.5 CFM per sq. ft. of door area. ADJACENT DOORS Includes sliding glass doors, solid core,; ,wood panel, insulated, or glass, doors only. ---------------- EXT. JOINTS & ---- 904.1 �------------ To be caulked, gasketed, weatherstripped or CRACKS otherwise sealed. - WATER HEATERS 904.2 Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric), or cut-off (gas) must be provided. An external or built in heat trap must be provided. SWIMMING POOLS 904.3 - Spas and heated pools must have covers (except; & SPAS solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have minimum thermal efficiency of 75% ---------------------- --------------------- ------------------- HOT WATER 904.4 Insulation is required only for recirculating PIPES systems. In such cases, piping heat loss shall be limited to 17.5 BTU/H/Linear Ft. Of Pipe. SHOWER HEADS --- --------------------------------------------------- 904.5 Water flow must be restricted to no more than gallons per minute at 20 to Be PSIG. - HVAC DUCT - '- e 903 2 - Constructed in accordance with industry CONSTRUCTION 904.6 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to minimum R-4.2 & joints must be sealed. --------------------------------------------------------------------- - HVAC CONTROLS 904.7 Separate readily accessible manual or automatic' thermostat for each system. ----------------------------- CEILING INSUL. 904.9 Minimum R-19. # INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST ** -- ------------ COMPONENTS REQUIREMENTS PRACTICE #1 Comply with Infiltration Prescriptives in above 1 ----------------------------- --------------------------------------- - -In Accordance with Sec. 553;907 F.SI., Review of the plans and specifications - I Hereby certify that the plans and covered by this calculation indicates specifications covered by this calcu t compliance with the Florida Energy lation are in compliance with the { Code. Before construction is completed Florida Energy Code, i this building will be inspected for j ; compliance in accordance with Section / -- _ 553.908 F.S. OWNER/AGENT.- _ n _ [ BUILDING OFFICIAL:-------------------- DATE:------ -------- ---- I DATE:--------------------------------- 4 SUMMER CALCULATIONS RASE __= AS -BUILT GLASS--------- -- ORIEN AREA x BSPM = POINTS 1 TYPE SC ORIEN AREA x SPM x SOF POINTS ------------------------------------------------------------------------------- E _ 26.0 102.0 2652.0 1 SGL TINT E 26.0 107.1 0.56 1563.7 BE 160.0 104.1 16656.0 1 SGL TINT BE 64.0 110.3 0.77 5435.6 SGL TINT BE 96.0 110.3 0.47 4960.4 W 17.0 10i.0 1734.0 ( SGL TINT W 17.0 107.1 0.56 1022.4 NW 18.0 71.7 1290.6 1 SGL TINT NW 18.0 76.6 0.66 911.1 1 - .15 x COND. FLOOR t TOTAL GLASS = ADJ., x GLASS = ADJ GLASS PGLASS AREA AREA FACTOR POINTS POINTS POINTS - - --------------------------------- .15 990.0 221.0 0.672 22332.6 15006.3 1 13893.2 I AREA x BSPM = POINTS 1 TYPE R-VALUE AREA x SPM = POINTS --------- ----------- WALLS----------- ; Ext 87,0 1.00 87.0 1 Ext NorInWtBlock Int 3.0 87.0 1.40 121.8 Adj 380.0 0.70 266.0 Ad,1 NormWtBlock Int 0.0 380.0 0.90 342.0 DOORS ----------- Ext 20.0 9.90 19S.0 1 Ext Woad 20.0 9.10 182.0 CEILINGS---------- 1 UA 990.0 0.60 594.0 1 Concrete -Exposed 19.0 990.0 1.53 1513.3 FLOORS ---------- INFILTRATION --------- 990.0 10.90 10791.0 t Practice #1 990.0 13.80 13662.0 TOTAL SUMMER POINTS 1 26942.3 1 29714.2 -____ --- ---- -------- TOTAL x SYSTEM = COOLING 1 TOTAL x DUCT x SYSTEM x CREDIT = 'COOLING SUM PTS MULT POINTS 1 COMPON MULT MULT MULT POINTS ti- ----------------------------------------- 26942.3 0.43 11585.2 1 29714.Z 1.000 0.310 1.020 9211.4 a WINTER CALCULATIONS *���*���*�r �***���r�:���a� �x,�*�*�*�r���r��rx•������t*�t+t�tx�*��rar*4�r*�t*�t*�t�**�t*�t�r�t�*�*�t�t�� BASE ___ __= AS -BUILT GLASS- ---- --- ORIEN AREA x BWPM POINTS 1 TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------ ---------------------------------------- E, 26.0 -5.6 -145.6 1 SGL TINT E 26.0 -2.0 -1.65 85.8 SE -160.0 -13.4 2144.0 1 SGL TINT SE 64.0 -9.7 0.75 463.5 1 SGL TINT SE 96.0 -9.7 0.17 156.2 W 17.0 -5.6 95.2 1 SGL TINT W 17.0 -2.0 -1.65 56.1 NW- 18.0 3.5 63.0 1 SGL TINT NW 18.0 7.3 1.32 173.3 , 1 ------------------------------------- ----------------- .15 x COND. FLOOR 1 TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS 1 POINTS ---------------------- -.------------------------------ .15 990.0 221.0 0.672 2321.8 1560.1 . -304.5 AREA x BWPM = POINTS 1 TYPE, R-VALUE AREA x WPM = POINTS ---------------------------------------------------------------------------------- WALLS----------- Ext 87.0 1.10 95.7 1 Ext NormWtBlock Int 3.0 87.0 3.80 330.6 Adj 380.0 1.80 684.0 I AdJ NolrmWtBlock Int 0.0 380.0 3.10 1178.0 DOORS----------- 1 Ext 20.0 10.50 210.0 1 Ext Wood 20.0 9.50 190.0 , CEILINGS---------- I UA990.0 0.60 594.0 ; Concrete -Exposed. 19.0 990.0 , 0.41 410.1 FLOORS---------- 1 INFILTRATION--------- 99S.0; 4.10 4059.0 ; Practice #1 990.0 6.20_ 6138.0 TOTAL RATER POINTS ; 4082.6 1 7942.2 TOTAL x SYSTEM = HEATING '1 TOTAL ., CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MOLT POINTS COMPON RATIO MULT MULT MOLT_ POINTS --------------------- ----------------------------------------- 4082.6 1.14 4654.1 1 7942.2 1.000 1.000 1.000' 0.330 2620.9 WATER HEATING', EASE AS -BUILT NUM OF x MULT = TOTAL DESCRIPTION EF CAP x MULT x CREDIT TOTAL BEDRMB RATIO MULT -------------------------------------------------------------------------------- 2 3527.0 7054.0 1 Electric 0.88 1.000 3527.0 1.00 7054.0 ############################################################################### SUMMARY EASE ___ __= AS -BUILT =_ COOLING.. HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS! POINTS + POINTS + POINTS = POINTS 11585.2 4654.1 7054.0 23293.31 9211.4 2620.9 7054.0 18686.4 # EPI = 81.1 # FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Section 9 Compliance Program --Residential Point System Method Version 1.05 March, 1987 Department of Community Affairs Printout Submitted in lieu of Form 90OA-86 PROJECT NAME: I1 PERMITTING OFFICE: 11----------- AND ADDRESS: �(T-2 iN i_ , 1N�T CLIMATE ZONE: 4 5 6 ------------ BUILDER: S { PERMIT NO.: ---------------------------- I ------------ OWNER: JURISDICTION NO.: ------------------------------------------ ----------------------------------------------------------------------------- BUILDING OFFICIAL COMPONENT VALUE CHECKLIST WINDOWS Single Tint Total Area: 483.0 _______________ WALLS 1. Ext NormWtBlock Int Area: 799.0 R-Value: 3.0 2. AdJ NormWtBlock Int Area: 470.0 ___--------_.--- R-Value: 0.0 CEILINGS--------------- 1. Concrete -Exposed Area: 1875.0_______________ R-Value: 19.0 --------------- _ FLOORS DUCTS In Cond. Space Length: ALL _______________ COOLING 1. ventral A.C. SEER: 10.80 Cross Vent or Whole House Fan: Credit HEATING 1. Natural Gas AFUE: 0.60 --------------- HOT WATER Bedrooms: 3 1. Electric EF: 0.88 INFILTRATION Practice: i Conditioned Floor Area: 1875.0 AS BUILT POINTS / BASE POINTS 100 34030.6 40931.5 GLASS TO FLOOR AREA RATIO = 0,2576 EPI 83.1 PRESCRIPTIVE MEASURES (Must be 'met or exceeded by all residences) * COMPONENTS SECTION REQUIREMENTS WINDOWS 904.1 Maximum of 0.5 CFM per linear foot of operable sash crack. ---------------------------- EXTERIOR & 904.1 ---------------------------------- ----------- Maximum of 0.5 CFM per sq. ft. of door area. ADJACENT DOORS Includes sliding glass doors, solid core, wood panel, insulated, or glass doors only, ---------------------------- EXT. JOINTS & 904.1 - -------------------------------------------- To be caulked, gasketed, weatherstripped-or CRACKS otherwise sealed. j -------------------- WATER HEATERS -------------------------------------------------- 904.2 Ijt Must bear label indicating compliance w/ASHRAE standard 90 or comply with efficiency and standby loss requirements. Switch or clearly marked circuit breaker (electric), or cut-off (gas) must be provided. An external or built in heat trap must be provided. -------------------------------------------------------------------------------- SWIMMING POOLS 904.3 Spas and heated pools must have covers (except & SPAS solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have --------------------------- minimum thermal efficiency of 75% --------- HOT WATER 904.4 ----:_----------------------------------- { Insulation is required only for recirculating PIPES systems. In such cases, piping heat loss shall be limited to 17.5 ETU/H/Linear Ft. of pipe. I SHOWER HEADS 904.5 Water flow must be restricted to no more than 3 ---------------------------------------------- gallons per minute at 20 to_80 PSIG. HVAC DUCT 903.2 Constructed in accordance with industry CONSTRUCTION 904.6 standards & local mechanical codes. Ducts in Unconditioned space must be insulated to ------------------------------------------------------------------------------- minimum R-4.2 & joints must be seabed. HVAC CONTROLS 904.7 Separate readily accessible manual or automatic thermostat for each system. ------------------------------------------------------------------------------- CEILING INSUL. 904.9 Minimum R-19. INFILTRATION REDUCTION PRACTICE COMPLIANCE CHECKLIST it+� COMPONENTS -- --- REQUIREMENT5 - PRACTICE #1 Comply with Infiltration Prescriptives in above ----------------------------------------------------- In Accordance with Sec.-553.907 F.S., 1 Review of the plans and specifications I Hereby certify that the plans and covered by this calculation indicates specifications covered by this calcu- 1 compliance with the Florida Energy lation are in compliance with the Code. Before construction is completed Florida Energy Code:, this building will be inspected for 1 compliance in accordance with Section ` 553.908 F.S. DWNERJAGENT3 ---- - - --- - - BUILDING OFFICIAL °------- DATE ------ 1 - ---- DATE------- E, i d a SUMMER CALCULATIONS -_= RASE ___ __= AS -BUILT GLASS-- ---- -- ; ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS -------------- ----------------------- SE 136.0 104.1 14157.6 1 SGL --------------- TINT SE ------ 72.0 ------------------ 110.3 0.47 3720.3 SGL TINT SE 64.0 110.3 0.83 5859.1 S 98.0 90.9 8908.2 A SGL TINT S 72.0 98.3 0.39 2760.3 SGL TINT S 26.0 98.3 0.55 1408.0 SW 144.0 104.1 14990.4 SGL TINT SW 48.0 110.3 0.77 4076.7 1 SGL TINT SW 96.0 110.3 0.65 6653.8 NW 105.0 71.7 752S.5 1 SGL TINT NW 57.0 76.6 0.66 2885.1 1 , SGL TINT NW 48.0 76.6 0.61 2259.8 15 x COND. FLOOR J TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS I POINTS ----- .151875.0 483.0 0.582 45584.7 26543.9 i 29823.1 AREA x BSPM = POINTS 1 TYPE R-VALUE AREA x SPM = POINTS --------------------------------------------------------------------------------- WALLS----------- Ext 799.0 1.00 799.0 1 Ext NormWtRlock Int 3.0 799.0 1.40 1118.E Ad;i 470.0 0.70 329.0 1 Ad1 NormWt&lock Int 0.0 470.0 0.90 423.0 DOORS----------- 1 Ext 20.0 9.90 198.0 1 Ext Wood 20.0 9.10 182.0 CEILINGS---------- UA 1875.0 0.60 1125.0 1 Concrete -Exposed 19.0 1875.0 1.53 2866.1 FLOORS-------- INFILTRATION--------- I 1875.0 10.90 20437.5 ; Practice #1 1875.0 ,13.80 25875.0 TOTAL SUMMER POINTS 4 49432.4 1 60287.8 I TOTAL x SYSTEM = COOLING 1 TOTAL r, DUCT x SYSTEM x- CREDIT = 'COOLING SUM PT5 MULT POINTS 1 COMPON MULT MULT MOLT POINTS ----------------- ------------------------------------------------ 49432.4 _0.43 21255.9 1 60287.8 1.000 0.314 0.950 17983.9 WINTER CALCULATIONS BASE ___ AS -BUILT ------------------------------------ GLASS=----------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS --------------------------------------------------------------------------------- SE 136.0 13.4 1822.4 1 SGL (TINT- SE 72.0 -9.7 0.17 117.1 SGL TINT SE 64.0 -9.7 0.82 510.4 S 98.0 -14.0 1372.0'1 SGL TINT S 72.0 -10.2 -0.13 95.5 SGL TINT S 26.0 -10.2 0.49 -130.2 SW 144.0 13.4-1929.6 1 SGL TINT SW, 48.0 -9.7 0.75 -347.6 1 SGL 'TINT SW 96.0 -9.7 0.58' 538.4 NW105.0 3.5 367.5' 1 SGL TINT NW 57.0 7.3 1.32 548.9 1 SGL TINT NW 48.0 7.3 1.36 477.4 ; ------------------------------------------------------------------------------- .15 COND. FLOOR /'TOTAL GLASS = ADJ. x GLASS = ADJ GLASS 1 GLASS AREA AREA FACTOR POINTS POINTS POINTS' ------------- - ------------------ -- - 15 1875.0 483.0-----O'.582 4756.5 2769.7-522.0' AREA x BWPM = POINTS TYPE R-VALUE AREA x WPM = POINTS------------------------------------------------------------------------------- WALLS---------- 1 Ext 799.0 1.10 878.9 1 Ext NormWtBlock Int 3.0 ''799.0 3.80 3036.2 Adj, 470.0 1.80 846.0 1 Ad,i NormWtElock Int 0.0 470.0 3.10 1457.0 DOORS----------- Ext 20.0 10.50 210.0 Ext Wood 20.0 9.50 190.0 CEILINGS----'------- 1 UA- 1875.0 0.60 1125.0 Concrete -Exposed 19.0 1875.0 0.41 776.6 FLOORS ----=---- ; INFILTRATION---------- 1 im.0 4.10 7687.5 1 Practice #1 1875.0 6.20 11625.0 TOTAL *INTER POINTS -- 7977.7 1 16563.0 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS i COMPON -RATIO MULT MULT MULT POINTS -7977.- 1_14_ 9094.6 1 16563'.0 1,000 1.000 1.000 0.3301 541A o WATER HEATING - BASE - i, __= AS -BUILT - NUM OF x MULT - TOTAL 1 DESCRIPTION EF CAP x MULT "x CREDIT _ TOTAL BEDRMS I RATIO MULT ------------------------+-------- 3 3527.0 -------------- ------------------ 10581.0 : Elecric - 0.88 1.000 3527.0 1.00 10581.0 SUMMARY BASE ___ i ___ AS -BUILT COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS 1 POINTS + POINTS + POINTS = POINTS ------------------------------------------------------------------------------- 21255.9 9094.6 10581.0 40931.5 1 17983.9 5465.8 ' 10581.0 34030.6 # EPI = 83.1 # ################# Fire Sound GA t sating Rating File DETAILED DESCRIPTIONt Construction Type: Gypsum Wallboard, Slotted Metal 1 Studs 3/41' x 24" proprietary type.X gypsum panels inserted between 21/411 floor and ceiling track and fitted to 21/4" slotted metal I studs WP 7089 with tab -flange. Base layer %" type X gypsum board applied (b,d,g, at right angles to studs with 1" type S drywall screws 24" o.c. h,k,o, Face layer 5/e" type X gypsum wallboard or veneer base applied q,w,x) parallel to studs with 1 %" type S drywall screws 1211 o.c. Sound tested using 21/2" glass fiber friction fit in stud space. (NLB) Construction Type: Gypsum Wallboard, Metal C-T Studs 1" x 24" proprietary type X gypsum panels inserted between 21/211 floor and ceiling J runners with T section of 21h" proprietary CT metal studs between proprietary gypsum panels. Two layers WP 7092 1/2" type X gypsum wallboard applied to face of C-T metal studs. (n) Base layer applied at right angles to studs with 1" type S drywall screws 24" o.c. and face layer applied at right angles to studs I' with 1%" type S drywall screws 8" o.c. Stagger joints 24" o.c. 45 each layer. Sound tested using 1" thick glass fiber stapled in cavity. (NLB) to 49 y Construction Type: Gypsum Wallboard, Metal C-T Studs VA 3 1" x 24" proprietary type X gypsum panels inserted between 21/2" floor and ceiling J runners with T section of 21/2" proprietary i 2 WP 7093 C-T metal studs between proprietary gypsum panels.. One layer +HR I (n) 1/2" type X gypsum wallboard applied at right angles to each side of C-T studs with 1" type S drywall screws 8" o,c. Stagger joints each side. Sound tested using 1" thick glass fiber stapl- ed in cavity. (NLB) Construction Type: Gypsum Wallboard, Metal C-H Studs 1" x 24" proprietary type X gypsum panels inserted between 21/2" floor and ceiling J runners with 21/2" proprietary vented C-H studs between panels. Two layers 1/2" proprietary type X WP 7095 gypsum wallboard or veneer base applied parallel to studs on (t) side opposite gypsum panels with 1" type S drywall screws 24" o.c. in the base layer and 1%"type S screws 12" o.c. in studs and runners for the face layer. Face layer joints offset 24" o.c. from base layer. Sound tested using 1 " mineral fiber in cavity. (NLB) Construction Type: Gypsum Wallboard, Metal C•T Studs V x 24" proprietary type X gypsum panels inserted between 40 21/2" floor and ceiling J track with Tsection of 21/211 proprietary WP 7104 C-T metal studs between proprietary gypsum panels. Two layers th (n) /2" type X gypsum wallboard applied to face of C-T studs. Base �I 44 layer applied at right angles to studs with 1" type S drywall screws 2411 o.c. and face layer applied at right angles to studs with l%" type S drywall screws 8" o.c. Stagger joints 24" o.c. each layer. (NLB) SKETCH AND DESIGN DATA Fire 1 Sound Fire Side Fire Side Thickness: 31/2" Limiting Height: Refer to mfr. Approx. Weight: 8 psf .Fire Test: WHI 495-105, 2-21-78 WHI 495-111, 3-7-78 Sound Test: WHI F2, 3-13-78 Fire Side d t t t I 1®liti�l�t�titt' Fire Side Thickness: 3112" Limiting Height: Refer to Mir. Approx. Weight: 9 psf Fire Test: W H I, 495-0017, 3-23-77 Fire Side Fire Side — Thickness. 31/2" Limiting Height: Refer to Mfr. Approx. Weight: 9 psf Fire. Test. Se WP 7109 Stir �Illi tHt'T1TtII1fIIII IiIIII Iii Thickness: 31/2" Limiting Height: Refer to Mfr. Approx. Weight: 9 psf Fire Test: GET, 4-2.75 Sound Test: BBN 750706, 7-16-75 Fire Side Fire Side Thickness: 31/2" Limiting Height: Refer to mfr. Approx. Weight: 9 psf Fire Test: WHI 495-0017, 3-23-77 Sound Test: WHI.0034-2, 4-15-77 1Where vertical metal sections are field installed, their center to center spacing shall not exceed panel dimensions described above, which are nominal. 39 Mrs W k I i� a$' a JYa i a� �:, r• �' e +zw sak s ,w t „r ws ^-ric et91i Ihj>'ziw� 5 d Y ip,� rViz�# dxy + 4 ,, „.y..,r...axR ,'S ...+dk •x�' ..: ;::' �` :,:,. a.... , _.. ...' r 1r fm �a fi • El a h FAKAF'C I ' -2' C ROOF ]PI T� pp r I _� ",_x I I FI� ❑ ❑ 14 TH FLOOR 10� •IPI IF ❑ FPF 13 1H FLOOR 9� Mal ❑ FFFTF[ 12 TH FLOOR BT -10' ❑ ❑ FIr F p Dui n[ 79• 3 f FF k� 10 TH FLOOR ° 1 • x s i n wt a y �wa•" p, ', et '�'f 4 (w'" Ni �ri���•E� h I Z k� • • �' 1h i kz p r 9 TH FL j YI* a -P I Jill I— ill'. mill 11111 1 62"-1' T pp 8 TH FLOOR � 171] I 1 P1 f p I I, i 7 1H FLOZ IP 44'-II' f p ❑ ❑ 6 TH FRO R milli 1111 3� ❑ ❑ � 5 TH F<.00R � nrp 9 11 [r] p f F 4 TH FL i 3 R 10'-7' 2 ND FLOTR I ST FLOOR m 2'-O• LOBBY M. +, ,•.. ,< �;�.a.. ,,,... ««��_�at,,..y- .,t ,.�, 'M38 k�w�o•:. ,, :• �.�.�w k - ;�,� �..`:. ,.j. 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ItitItIEIj I I14 1 ei t4 FOUNDATION PLAN SCA 1 /4"= V-o f'4 ItI1, Jr tF1IItI1 4' t1� '41 ititItRoy a,Io tIIIIIli'A' ttIIFIitFIitFee1titIW 0 M TOILET' SCALE 4 1' 4 I111Ft0, 4%fw*n In 'A MEN TOILET /4 1 `-0 SCALE "fill 14, F44 . . . . . . . . . . . 111IIII A I I�J, )Mlf 1!11�A "T"T, f"' 12 PIMP' �.v Z, AF 49860 �'t 4tl- 0 ...... 'Ie A t, IN, N Itf f.t 0 �N3 4, 4v P - �W, F mi "n It V1, -1 pp�,, Irrr tw� 4e 91 gril If It* ot Lie 006)Ln TO I;t -,o "g ROL ".W �M m MM POOL DECK PLAN SCALE: 1/8" 1 '-0" II q I, V" Oil ki" iiikliii"�"� I op - I 7 d, olt"ZINPI-11 11 -0 0 u LAJ A dft w 2 LU z La �7�� LLI 0 06 LLI U) S HE E T N U M B E R R 1 0 F McGL1NCHY & PUNDT' 15LAN D DUN ES OCEANSIVE" CONSULTING ENGINEERS ' 9901 SW 74TM STREET • SOUTH MIA141. FLOMDA 3 1143 lb,�S \ Tjo 2 �N e -7Y1-, Vt41.L REtNF c.clWDUITS CTy v< A *4 TIE5 12:.v�aTi cALLy�, SETW. GaIJ DU ITS CTy�� 8861 L _ Nfr REV. AT WES T' E N D OF Su �Ar% WALL. *OZ-ToF OF PG. To tun FL•. 1'-o" 9'Its j n McGLINCHY & PUNDT CONSULTING ENGINEERS 3901 SW 70TH STREET . SOUTH MIAMI. FLORIDA 33143 REVISED Pl 1 14 " = I'- O" co- 3-8$ REV. `i - 22- 8 & EX15TCa P4 GA p YI B g o- REMoy E�E icy�TCa C_AP N0VJ 3 PILE CAP �r=� flwG. RcP-4A/ D f 60 10 l E- CAP A C*0 REmc>VC- Po2TtON OF EXIS.rG GAP w ca,P PILV-ION &7r PI LEE TA141►JG Gg2E ND-t' TO pA �N�rA�L� WITH 3,1MtNZGOprp- CUTSACIG EXIST'6 GAF, MADE, �rXl�%'G GETE; U5E SONp1NGAaLm 1=0 cc7itR 1- LArDD jj -. McGLTNCHY & PUNDT CONSULTING ENGINEERS 5901 SW 74TH STREET • SOUTH MIAMI. FLORIOA 33143 \' C \, tGiAY 1 o �sss E RANK I. NEY INC. \ ND DUNES - Ut4NSIDE 10 co k� ,L f[ 0 op i' / yo��� ,..� `\7 t I i G� _ K4 U N b PLC >Z SLAC3 � No�TN CNp_e5_ flG .-V15 ION _>U7W END g kjL;' NAIdI 15LAND DUN S CGS>1�{�1p Si;t: McGu � 1 r r. tJ/LO/NG� l P � � S•ta T, R S —1 ` L7UE 7`� �GGEKT2/G/ OF PILE P -AT Gd L . ®- SaUTH ,..EST GoR N f2. a 2 AP, " vc°pnc v n 4� P L i P,q/1TTIAZ P4VAI -50 f -1 r n / I /2X3 MCGUNCH I T & PUNDT K, 7oc CONSULTING GWEERS, INC. CAS 6901 S.W. 74th' SUITE 212 SOUTH Mla a McGUNCHY & PUNDt coNs iL sma ENGwEERs, IFS'^ 6801 S.W. 74th SL SUM 212 SOUTH 9b1ML FL 33143 S- I?-66- I?, I f �I1 � I� m McQLINC Igo C NSULTIN I 1 570, sw 74rH x Al P AT LOC,4 r 10 1/2 -i .I o C-c:5N CRb,G-r0FZ NOTE: VE2lFy PILE LoGgTIQNS R�:;� i N E To 1 t c� ICI', vi5ED PILL Y & PUNDT ENGINEERS TR[ET • SOUTH MIAMI. FLORIDA 33143 1 5-13-88 I' k�o p T c�r� - 6 II � I I Ll S (� II�I� III LUM1.N ISLAND DUrNES OCEANZIP'l C It �� k 4 7• F i I ([[ e��� 4 ' Ilml .. 1 11 RUiLDING No � w SHOWNr • .�I� HAND EXCEFT I,COLS.r �T La:�II�. ■ I tllfl ,$ .. +{k44'e�4$�" `31. pp `Mik tP. n x H r�'`41• R - � v �yiy�, P[^ X -\i'S id14CsP A K' fi i six „6 A 1` -a � ;��yl�. 14> li �y � • I � � � � fl r 1 a ol • + '.r k ry gi ° L.1 N E OF BALCONY A SOV E \ is fe a CENTERL;NES OF COLUMNS AT GRIP LINES 5-A, 7-A, 9-A, 17-A, 19-A, 9F 21-A ARE 2FF L INSIDE i"JE O :w RI a o -o K N W^ orn will i K am MENdam 5'i all N (V d w iii Z. Lar N N — O OM ,fie»:' rty ice` - a 'A . WAY, CAR P I D = 30'' N a Z^ 3 Q di i �l IL ul I Q Jz i Q tL-t0 <�na 0 Q tY j W CAP P 2 D = 34" Go L- . Vo\i-j FS SA M L 512 E $ NUNIESEF. AS col_uMN VEIZT, rE1NF. -77JP of 6izv. FLQ SLa6 SEE F`_AF4. r 2''CLFZ, Ce v.,ToP BARS . SEE PLAN FOP. :0F OF 711-t= GAP EL5V17ION �- I-7 VEFLT. xPILE Q l_�NGTI-I V E�'T.1�.EINF•. ALL PILES 6XGEf2T 45 l" NOTED FOR SH EAR WALLS-5E6 SHT.53• ►a'D16M.�M1h1.} AUGcFZCAST l��o"MIN... � ,4.'p"MIN. -"' GONG.PILES. 80TONIMt►J. • .► �LAfcING GYa!�,:;cITY• • RE � ♦ I I G b .h ' *. ss�N ry,� 's yy� >rsyrw ��� 5 lea* � �Y�� 4���y�' yyY � ■ y.' 9P K� ,n{ z III• � rS G I I- I -Co A Iro O T-__ I L E C A P D E T A I S F OLIN D A T ION N O T E S ALL PILES SHALL BE 14' DIAMETER AUGIERCAIST CO 1CRETE PILES AS! RIIECOMM NDED THE GEOTECHNICAL INVE IGATION REPOIRT PREPAR D BY HE RIKSEIIAGINE RINGI. DATED DEC. 8, 1987. PI E LENGTHS SHALL BE DE7IRMINED BY LOA (TESTS AS DE IED_ IN THE GEOTECHNICAL I ESTIGATION REPORT TO PkDVIDE 4 SAFE YARING CAPAC r OF 80 TONS AND AN UPLI T CAPACITY OF 401 TONS FOR PILES SUPP TING SHEAR ILS. TEST PROCEDURES SHALL E IN CONFORMANCE WITH :ATM D-1143 ANASTM -3689 R AXTAL AND TENSILE LOA RESPECTFVEL . T',ESTS S 01_1_ ,BE PERF01 ID UNDER THE R E TION OF THE GEOTECH CAL ENGINEER AND BE C0"1TTN000 LY M01�1 'ORED. RECOR SHALL BE MAINTAINED F ALL STEPS OF THE TEST FILE I° STALLA, ON AN TEST PROCEDURE. 5" K 35" $ x'LGl" 12"x2q" (2"x 1$" 12'x ig„ ,� x 17" 1/L K 17" b'•x 55"To ; 7 ,Y 18'ms THlzuouT @ I$"oc THP,000T 18"oc THRUOUT G"oc TNRUOUT @ 12°0. -rkgu00T @ -7oc TWRUOU7' It IS"cc THR.UOUT �L 18` oc 7H t2UGUT 3 e I'G"mc I G2 ADE BEAM NOTES 2. ALL PILE CAPS SHALL BE NTERED UNDjER TIME COWI�UMNS UNLESS OT1I IIRW'ISE INDIC D1. I III 1. I_I .'r,,1TED ' PGB ' SHALL BE POURED MONOLITHIC WITH PILE CAPS 999999 2 rl,l BI 3, L ?L I p 4. N 5. L�A OQ 6. E� P I r + D � _ 4 *5,6 1 N'I'I ,RUP SPACING FOR 'PGB' GRADE BEAMS STARTS AT FACE OF PILE CAP EXCEPT FOR 11 WHICH ARE SPACED PILE TO PILE. SS NOTED OTHERWISE. GRADE BEAM BOTTOM BARS SHALL TERM'I'NATE 6" PAST CENT - NE OF OF PILE CAP; TOP BARS SHALL BE TERMINATED WITH A STD. 90 DEGREE AT 6" ± PAST CENTERLINE OF PILECAP. RETE COVER OVER STIRRUPS IN GRADE BEAMS SHALL BE 2" TOP 6 SIDES; 3" BOTT. SS OTHERWISE SHOWN, PROVIDE N' 4 DOWELS s 24"o.c, FROM GRADE BEAM TO FLOOR TOP OF DOWEL SHALL BE A STD. 90 DEGREE HOOK LOCATEDI" CLEAR OF TOP OF R SLAB. EMBED DOWELS 12" MIN. INTO GRADE BEAMS. E TOP OF PILE CAP IS BELOW THE SOFFIT OF THE GRADE BEAM TO BE SUPPORTED, THE BOTTOM OF THE BEAM TO BEAR DIRECTLY ON THE PILE CAP. NC Lj'WALL i % + '—A A OV-IZ. WALL R@INF. "�i MQ -7 0 ol \`40 1 T I- / '01LE CAP P' 4 BOTTOM RE'tiC-: SAME AS TYP. CAP F° 3. 1 F3� Ili' S5 Etit COL. "ACE El5uF0 LL REtNF CTYP ) Fl I E/ CAR AT COL. AA I✓'�1 I lv r FIY-- 2-�SCoNT. G� M1D•DEf�TH DITTO DITTO' "OUR WITH ELEV. O-O" FLooR, 5LAe> . DITTO` 'DITTO HOOK ToF 5AR5 6 IN t-EktOR FACE OFCOL-. TOF 5NI, 5L4=7PE5 70 Follow ?,o' DF 57A I S'-AS. GENERAL. NOTES 1. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANICAL & ELECTRICAL DRAWINGS TO LOCATE RECESSED SLABS, SLOPES, DRAINS, REGLETS, BOLT SETTINGS, OPENINGS, ETC. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATT- ENTION OF THE ARCHITECT BEFORE PROCEECI.NG V117H THC IIOPK. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSTONS,IN THE FIELD. 3. ALL CONCRETE SHALL TEST 4000 PS`I. COMPRESSTON AT AGE 28 DAYS EXCEPT CONCRETE FOR PILE CAPS AND GRADE BEAMS WHICH SHALL TEST 3000 PSI, MIN. 4. REINFORCING STEEL SHALL BE DEFORMED BARS OF 1,EW 31LLET STEEL CONFORMING TO ASTM A615, GRADE 60. 5• UNLESS OTHERWISE NOTED, CONCRETE COVER OVER REINFORCEMENT SHALL BE AS FOLLOWS: 2" COVER OVER MAIN REINFORCING IN COLUMNS: 11" OVER STIRRUPS IN BEAMS ABOVE GRADE; 2" OVER STIRRUPS IN GRADE BEAMS; 3" COVER IN PILE CAPS AND 1" COVER OVER TOP 6 BOTTOM REINF. IN SLABS, EXCEPT TOP BARS IN EXPOSED CONDITIONS SHALL BE 1}". 6. BEAM BARS ARE CONTINUOUS. WHERE NECESSARY, SPLICE TOP BARS WITH A 40x BAR DIAM. LAP AT MID -SPAN. LAP BOTTOM BARS 12'' MIN. OVER A SUPPORT. TERMINATE TOP BEAM BARS WITH A STD. 90 DEGREE HOOK AT DISCONTINUOUS ENDS OF BEAMS. LAP SLAB TEMPERATURE BARS 12" MIN. UNLESS OTHERWISE NOTED. SPLICES IN VERTICAL BARS SHALL BE 30 x BAR D'VAM. MIN. UNLESS OTHERWISE NOTED. 7. PROV'I'DE DOWELS FOR CONNECTED WORK NOT POURED AT THE TIME ORIGINAL WORK IS POURED, DOWELS TO BE OF SAME SIZE 6 NUMBER AS THE CONNECTING WORK AND BE OF SUFFICIENT LENGTH AND ANCHORAGE TO DEVELOP THE TENSION STRENGTH OF THE BAR. 8. AT CORNERS OF BEAMS, PROVIDE x 4'-0" SPACED THE SAME AS BEAM REINFORCING BENT 2'-0" IN EACH DIRECTION. McGL1NC HY & PUNDT CONSUITIN:I ENGINEERS 5901 SW 7ATH STREET . SOUTH MIAMI. FLORIDA 33143 el ­ SHEET NUMBER s OF 15 f� i ti i. p 1 4 K �v s' � s 1 �} 7 m I m lip W ilV .,W it I N r r w 0 z Z m GH, l Z• i4 � I$ee, v 6 BARS 4 4'- 41 r w J W I 0 U) cZ L J 0 0 �o Oa �M �q v I u LL M to V V f W d r K 0 2m N h M K Z a W (JI a � a N Q O M N " • m 3 a 65 Y .`Slat Ti •Lu^u.u� ,� » �14._, - .. Y-;�"u °g:5++�� } um".r��' x �F `, E.oll 9MWk'ptlN bHyr rv- " 3-4 mb yt AR \2S` 4 isykgl y d a i; 111119Imig 1 I�I�W. 6N hr( ^y<ti� ✓ "� 5 �Ck.EY 11'.I i. . ?k AIP F IRANI 1 M Kra e I �f �J ..... p . „ hI r>J McGLINCHY & PUNDT CONSULTING ENGINEERS 5901 SW 74TH STREET • SOUTH MIAMI. FLORIDA 33143 SHEET NUMBER S of 15 �4 J McGL NC:HY & PUNDTJ CONSULTING ENGINEERS 1 5901 S I rrT STff T • SOUTH IAMi. FLORI0A 77»] n 1 !1I 16,0 21 11G �I i i I i i O ...5. 'O\F�4A •O' w 0 2 V f .A \ Y O/ .0 •+' ©,' OF*,>A 4. r J GENERAL NOTES GROu'-: J Fv.ocR SLABS `5 L � FOFZM FILL AND Fe�uRIF-0 OVEGZ ONF— LAyE€42 OF MIL POL-ye'rHELENE FILM.+ , Re -IN 6ZG1 NG bA(25 5 AL ' bE SUC-'Porz E` ON RET'F- E5R(CK5 KITH CA6T IN TIE_ f LINE T1405 ON FLAN -- INDIC r 1 5M5. FOL)9E0 WITH Fief` GA ' l V� G R O tl 10 F L._O O R ) L A E3 F F2 M I nG I BUILD iVG NO I 1S SHOWN -- EIU1LDING ��^�llr::;'�I. 2jAf% S EXCEPT/ THAT >�;OL_::') AA Eat BB (EN RAIN,l,l::'.,E FRERaiAINAS SHOWN I LINE OF 1 1817E HAND SUPPORT COLS) =v� i ll09 e,0, w 4� T LL 0 o W uj W ASP a � O LL 2 v m 2a e N N O t� N �. CENTERLINES OF COLS, AT GRID LINES 5-A, 7-A, 9-A, 17-A, 19-A, Sk 21 -A ARE 2" INSIDE LINE A 6,1 kx 0. U. McGLI'NCHY & PUNDT .CONSULTING ENGINEERS 3901 SW 74TH STREET + SOUTH MIAMI. fLdRIDA 3 TOF 1;,�'F,1wFoA FA r� IF 16 AND PUN1= ,71 9i'',111111'911®®7 IMC?i(s 1i-i 1111111' I ocC-,ANs 10a CVs-Is iu-mm' 1 F7 ci � 7f711 A a fie ql'M 4 "1 110 U ".,J I 601PN q 0ni 1 111-111 114 4 1 aw, p �,J u OJ �'s 'iX1 R A "WIl yy It" 1p " Q�rN'51 4 'T AM. �Rjgg"- WN, q "S t^O Abe zlli J'j! '31 wp a. s�y 0, 1, IN MW -'R 4 CN it .zZ . , ¢i 'gl A, VIA V OKI Nl *1 :A R, I'll to A NI 4g x CH )NI 717 . O�lj 7 , !T' I ,,, sadxx 7 1 3 7 101"i . I 4," MA; j I" n®r IN, ll� avil W. fiM R�� lh� I I I i 9� I'l Igol o 'PRO I I ai I" le "i -T 5 'i 'I"t Wi w it rj 'carol{ 7 A l IBY im 44 '00 r AIi A r—Ii'M I"", I .ar'llY. . . . . . . . . . . . . . . . . . . . . . . .wf D , Vj� 1"WW-'!K' S de; 51, `74"] IM 'l RrOM'4 r a O O Ov J M ,w M N~v V !� W w a � F— 0 W N — M c Li w N M K � Z a a N Is. 0 Q OM N V v YG I „• :;; � 4 � � ,.:.:, ..,�,4t t. x V. � i .Y: �,, Awl �% .. �1r 'I 9"R Tor aW711 30 Ile R 'f E4 s+ b 5 154 p 'i i '4 '215 5---- SECTION B-S7 SECTION e2l,=: 11-01. 1/2" 1 1- oll ai Tito FL f- 1 a 0 a I R p1E t d � " r wt�':e.. 41 ! • ..':. a ,r - n 'I a ,v:.t r � _, ., ::I. Y:Y ......,d s ✓e :::i ... .n. ,.. 3 ... .. .. u. s. I , .,a.., r ,:.i. .. .,... a ' ®r• ) v.: .< 4 Y -x :`i .e. v. ,: d+ :.: .. I..br tl .. 'r,.. rt. < Y✓... .. u W I .i `V ,, ,.. �r". 5},� y .� .. ♦ :.'v � .. A. Yi ,., .. , .... e,hv i 1 ,A .. ..✓v v. .... ... y�*..m a ✓.r... r n... r., $. .. 4 ..r s a.. ",. w.: Fv ./ A,"'i :!"... .. «, .. r-.. I .. 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GbNDUITS CTy�) 4 i # 5 Y 12 e HoMlZ Ty F. '7 .ty III 11Z" REV. AT WEST END OF 5ut=AF, WAI.Ir *Z -ToF OF P.G. To 2uD PL.. ,. p„ WIL i -' W 111 J _j _j J, LL J -A o *x = _ = F * E N cll IL U V Z G, Ei d III S r oO i- s o Q w i c tL tl` D 00 0 p p 0 tL O p 0 Q m 00 o 3 0 o 0 0 0 4 0 ct K Lot Lv a � to� In all Ir 'MIFFM77 7a =77�.� 7.4 r r _ -v EVGtZy D +.IHR SE: TB.GGE REINF. SHEAR a Ho KENDS OF 3 Tie c 12 "oc V R. r. SLT F E, ., II I` c!' oo N cQ TO'o to m In N 0 N i IL J IL J U_ J U_ J J U_ g Q F H iH 11 'i �o p _ x IL N V M 00 d 10 illl R E INF. - SHEAR WALL 1/2"= 1'-01. 111,.� .r.111 ,a. 41 ..I. .....- ,,,l.. SHEAR WALL VERTICAL BAR LAP SPLICES SHALL BE AS FOLLOWS: #4 - 20" ; #5 - 26" ; #6 - 31" ; #7 - 39" ; #8 - 51" ; #9 - 65" DOWELS FROM PILE CAPS SHALL TERMINATE AT THE BOTTOM LAYER OF PILE CAP REINFOR- CEMENT WITH A STD. 90 DEGREE HOOK. -7 0 4 2 -44 CoNT — - - - - r k P'RoV4 DE CnR1J C�2 13Af2S T-o MATCH WAIL �ZEINI•'G:. A1_- 12 011 1ZI-ou r l c a2 N E 2_ , 4 rf.VERT, - , PoS1T-IdnN F v6F-" BARS— --- --ToI� oP % Sl!>P (NEA2 S1DB) DX V.IELS Ti7 15a RIGIDLY 4+ ++ 1 'L - -" 4 co N-r. * a 12'u. 4- ®I'O'3c CoNT. MAthITAIN ON `__ oFw1 12 #Co c71 (ALT. L.$S.) 3 I � { k, DU2lt4G coNo-PLACEW N7 �R` 'DWLS, 12 a� } �$ DWLS,-0�++Via r� AIN ROOF `- }— _ ___ +I23 2+l 0 �" ____ _-_________--4-------_-. d I f SECTION 1/2„= I,-O+, _.---- 12tl { *4 GONT L7AR5 To BE PLA -,=D AS - �_ S�owro.I 412i1a.1�oT. A- S 12 S E C T I O N B- S 12 1/2„= I,-O++ *- -4-- 7 V ELEV MACH RM —% A r-,Z.f4 CdNT.. M. R. ROOF r, #,DD'L WALL CzE I N_F. ADD 'Z-*ro AT Top,13oTToM � 5tDE5 OF ALL OPENINGS IN GONG. WALLS. EICTEND 'VO„E EYOND OpEN1N6S IN EACH DIRECTION - ADD S-OS CoNT• VI=fZT. $ARS AT WALL END43.'DOWEL ADDED 5AP-5 WHEr•ZE NEGE55AGZY. SEE AMCH. DW aS. FGiR, SIZE It. Lg�,C- ATION OF OFENINGS. VAfZIES NVARIES set= =QUIP I;ooM - PLAN 5HT, S14 o� i I g 14 REINF_ 4 Io'o .H�R1Z. GoL. H�-- 5EE S�HCD. --�4G I2"� vetzT. ?YPICAL� SECTION E-S12 r U IN GoT. d1= BSA. -5LAFa GZEtNF•-- 1` r 5EE RAF PLq.N -MAIN ROOF EQUIa' ---- ---- �E~ `. „ a 1� 814 613 5(.IGLE STILLS 8'^ �(ELESR.1_�_, /�, 5„I --.� - ;---- 5,.0c �SHoRiNG' :FAIN UNTIL — Fa wr ✓•io L, ""UCTUI:,-.E 15 I GotAroLETE fv+'✓NG. •aGTN IS 4.000 P5 1 S E C T I O N C- S 12 S2E C T� I O N D- S 12 1/2 - I O u' .1, <«••{ .., miev, A i2EV. SECTS. G- 512 1 L7 A-3 14c, I.t/ t•,i . '•,• ....a .. • ..-.,,4 , �. . r 4 N N M z 0 0 w 0 W IY J J 3 W ❑ —o t< � 0< tdf U w � ILU a I s° a N V m W N N Q - M LUZv ❑10 y ; N �O N 6 5eG N 41 ECT I N. I ;N.is OF i E5 3 �01 v 15'-411 TYPICAL FLR. FRAMING 1/4" = 1'-0" w.. .. ..... rt, 1 lF- y. : 1d1 i kF ,1 PLAN A A-e 13 4 r q SJ.} 5 t pN 4 � � L. < f 1 Y� 3 p 7 1 S �. �t(1 SA''i4 �� _^•Q. a �, x 'w a 5 III rs , • Ln } k 4- _ ff ROOFP A g T1,h4F. 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I fd , .,, .. hYM } d t.� CONSULTING 010�— i� 9�Ft ✓,� I '� Ur a 4Y a j - a3-. . r.,, '.... y �. � .,. .._- ... , ,. a I. ..:., r, ... .. v .. .. .,. ! .. _... y�•�yiti°' Ua u � � k + `hm a i a r v *�'tRS.;3vr �. '�� W t" z�P �n P R � } L 1, 4 l q 1. f �x III, Y Y� A.j I t r M y, J 1 n 1 � V n F1 Ytt' l � y Y i CI 3 1 q T: � jy Fln K FI4*t�� 3 i�+[t �Y✓ I ,�w Rc' 1 • 3�1 4't � n o / 1 r YY 7 irk �.1 > v v Y q n 3 Yrv" r :1 r W 5` I w a d dx�b t h G 5 I � ' 1c � I 5 �1 M1. r X f t t. { �M1�i '� ii ` 4 k, ; u ./ n�..+' y�'�� ` 't• e it �"' y L fll l�kl >k rb.: "0. ^r��^Ph �� S� '- �i fN f r °F. 1sRl;'�1� "a ;. M 3',L"'1.'�^Y'N�' 4�1'. �-. n � ha^?+• "� tl M � T p 3 � � A ` � r .. 1 1 � t 'x . k ei 11 ' on I m 1 molmme HEt(mT F .SHM,.4 OPAIDE BUILDING 2 J ",psis �Y�M A5 na �.;�, a. Poo`' ICJ cn:zm STATE ROAD "WAI SITE RSCALAil M, m� ' • � Qk . lv'r i e ' S: t � �` A i `3f`sY�� � 1 � ♦ i g a 1x . Y✓i�°.' 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SCHOONER HPI-27 15MjH? 1,uf EMI- I I 0 H, -L J (z f i �•P © riP WriP Hf'l- HI'I W sJ,P �Hfi-z? w y I w c i�Li RESIDENT HI'I-'4Z EMI-z - lieN � s� IPA W.F' 2'1 511—S �f,fij "T n 1 y�'+s k ! "3.,� A� '�, dx{E}w}sdi '�5 '."hi Yl I�Evy� �yk,��v �.�at •F44 A SHEET UIUMBER : Of � 1 a ) e rn V y n3 X i n �. f' '✓p C. ikr w, edSure i 4 a„ s } 5 i 7 i .. _ a r iY` 45 �I Y .1� _. ••.• •• 1. ca.-�vvq Ans00 LYF 1 x 4 2F40CWa o: oua a dl.0 Ansco LYF recessed 340 3F40CW:` e Ruud CF3425 recessed > 2501dMH' tenon Ruud CF3425 250SJMH .- Stonco"`°: tenon Vanor Proof 100WA19 surface -wall Timely `„ 2240WH 22W CIRC surface Timely 224214H 32W CIRC `r surface , Halo H1320 surface Liehtolier',' 1102-1176 75WR30." recessed',, I,i�?hto'liA 1102-1176 7514R30:' recessed ': Halo H1325BZ 75WR30.` wall bracket surface Ruud CPo417 250WMH.0 surface Dual-Lite ESRWW BY MFG universal Dual -Cite EZ-2 Y, BY MFG wall _" z 11 ao-Z �* Y V v, a { r P �y� Y 4RA y� � a4 N h, 4' ;lj" A, NC g'? 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"WATERTIGHT FILL CAP CONCEALED PrVENT LINE GALV, GENERATOR FUEL SYSTEM (COMPLETE SYSTEM IN CONTRACTORS BID. NO GALVANIZED PIPING WILL BE PERMITTED.) T �1 ,. ,. r METER ROOM - 4T FLU ( TYPICAL 3RD & 12TH FLOORS ) 4'MANHOLE AND ADAPTER AND LOCKING CAP. GRADE .I 24V'a24rCONCRETEPAD. CLEAN TAMPED EARTH ZVENT— I ` OR SAND BACK FILL. GF'FILL PIPE OVERFLOW RETURN LINE —SUPPLY LINE vi- OL 1"ro' 9 t i od 01 ,x4 ��sT X�'++ix 't' DETAIL DIESEL .�' � r i^a "t. + t, 'ims &AGE. TAbA.d.&mu ��" r>.e .ice.., s.:M's-... ^ISO L TANK TANK VARKER DETAIL (20`i 20"z 4" CONCRETE) TELEVISION / TELEPHONE ROOM .( TVP16AL 6TH,9TH & 14TH FLOORS ) ��✓/ "n, w .;).. " ' '�'�a'4 a ,.+.d5j n'.i za �=t",i,Zn;` �S't '4,ti} i�d,rr'�Yk' �. : TRANSF'CR ER VAULT & MAIN ELECTRICAL ROOM LAYOUT °' 5 �,"F 5s� � q k �:. ft m � `.' 3 . uk aW` � A RS1H; ; €. r d •. t� 5 . vR -. a ,�< �t~X �,i°744 r �.. s �'a.r � ✓ :''F�k ;�' e v ms `Mr ':.�... 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ILI ��11-1 wgMr11 {.3 H. i.l b A•� i I� 7 F 7] 7, 11 7 21, TM G a L444 F5 150A-�-j SM1YI P-IL655- 1.a11TN 1 a�kw.tff t ws§ , , i"'�c r ry I�G U I �� CY^ i Y Yt .:,^ne.. y .K+ h' .e s.."G ,,•+ ' 1 � `5y i r ry a r n4 n l I ii{ {r d F ��G ) .1 1 tl y ,,,,tiw .fi K w3. a s" of . �Yai K ,a�Yw 'le," r.• . :�° .u: Ntxau+ t } m v 1 r �40 .? _ d N S � a v 'Lull"; `- iR4 a r 2: •,;F ME ELECTRICAL MEER 21.6 IN BTH FL. sNMI t'�`'w<'gkx,&, y..y �, f 4'ur� yagy "• Y^..t��,ay'k' �y 5.5 5,4 s.3 5,2 5,1 "RE ION 'W" SE, "N' .p ,�I • > i f 42 i K ! -f mI , -E T�w�r 4TH FL +9 t 4 A X R 3 RD F JI-1- Am WON ,�,a�?,. `�',� ..,c �" � k; ;, i�.. 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WON db x 3ro FL TR UNIT TYPICAL 514, Jj 0cf1oll Fvx 'V *Ll�v I -C-4 e n rp I ST FL. T�l,q -,? czuc-AJ I fs To su Lf--, W e� \/I Lt� zttGo�l DLj r-vryf;,Sf c- L 1-19 - si-+T H FE Hates HOLh56 p4OWe CO-L5Aoh, fwde bdo eay IF 2-We I rob nam 306-&32-5679 TELEPHONE CABLE TELEVISION R14SER DIAGRAM BLDG"'. #1 #2 i adb nd associates cuwj" engineers 2725 n oLstarlan ck*-"je III west Dcsm beocrL "Kia 33A07 I (, 5 H E E T NUMBER E-10 Of P� CABANA FLOOR PLAN - ELECTRICAL SCALE 9 /4" : 1 `-0' I ♦ I I ," •^ III ,. Y 4,6 /'A-cl-13 '5/4"a.,2014 1 ¢IOG G l�b�D H4Ct� i t � ' r fl t» Cut, �y 1 w A GUARD HOUSE FLOOR- FLAN i CAU SCALE 1 /4' : !'-0' n m V ylj Ye 4V nnwm N ` Y 7 d H t R � on N 4 a 1 wabrabhom uu b a* SHIET soclates wso Pa i Y 11 I 12 i A, w W ¢^ t��� uFF t t i {� Lyv � !^ a a 1 4 J M �` �� d ; �• � tt� `MpN. ! 1 ib t✓+ xY k !*1 r F sub,"+(' a'� �` "-4�r ^' 4 .."S t'v, I I�� �. x.. t t+ SST} t �CYi'f {1� Y'+�4 J;✓r y< Y''� .3`C4"ri" d k - 1 .� 1•"�4�E's.4 A'%k4 des'�i '�1`. h' }N=/ !` p 3'+R f P s'Y I l ry F� b.. T /Yiv iy t Y •�e�y „5 I 4h YrI t i 3 ii i �Y . ..' LlaVsJ ;�awcv,.y.2a�L �i+-orn�yE. � t: 4 101 W 2,2x22xC DbOJ $ BOK.v//•. dam- / 47, il P r Doi` x � n a d t•-seana VOW,� Jwater 1 O 1 •\ % \ /• �•'� IMPORTANT In localities subject to freezing conditions. it is the owner's res"I bihty to provide heat througrwt wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling supplies to sprinkle s,,stems This drawing and the information and dnlgn application herein contained it the property of Grinnetl Fire Protection Systems Com pony, Inc. and/or its wbsidianm and is loaned upon the express conditions that the same tse returned to GFPS upon reouest: all information herein contained snail be treated as secret and confidential, no reproduction of this drawing or any part thereof shall tse made without the written consent of GFPS.is CONTRACT RESPONSIBILITIES I COORDINATION RECORD MATERIAL REOUIREO T _ ITEM G.F.P.S. OTHERS CONTR. NAME REF. DWG. REVJDATE NAME TELEPHONE STREET WATER CONNECTION PIPING DIAMETER FEET PIECES - UNDERGROUND WATER MAINS - INTERIOR c- _EXCAVATION _BACKFILL WIRING PAINTING _ UNDERGROUND NO. OF DROPS ..-. a . .. .. ... _. TC 9 fD 0 C IC A F r I as 1 yp —5.€ rlarnk 6 f\ RISER �r GONN�Gf I'rTt�41Ir� LINE INf� 5'('dlz.M L r I' I r��l�`�r�rF� Ini�lir.IG�RM v i I I%2 O jtSl� swit�1 ❑ r ® O P O r' N M Va W � o ul 2 M® `J ❑ m W W N N (V Z < v r ■P N � N _ Q � M SHEET NUMIBER FP--,l OF 'C-;y� � Z� x�r. � � �' .1'""� 4 , r '�bl,�,p r+Y ,F I av �. � �u 7r�a.-�t`t �✓�� �} .. �+` } .a w « r d' .` '�, n "•`i3�m y=, G'��f � I����� � tt ''k�e"'§ F"° ,ws?� k a xilp ays��e,� s'��I L y`4` � a d+ s. x � s � < r ✓ hs e' �. x 4 }tire fw» � "a - { ;, E ^•�a ,� tiT. y? y F ✓ � k° �i �4" � i� s v .f. ,r� . � _ d,Y��� "f w� r id%'r4 *GdFiny.,vTT 4� o x 5 yW t ^�+FA a h4l� }5Y k (" � �ti .N�kta.:1N� . 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NIII JLAND(�A[V�NC, A►► BY �— J HO/n DATE r SCALE TNIR ORAWINO TO Ot WRIT - REFRIGERATION unto ONLY RY WRIT• TEN CONOENT, I: IL '4WaP.��iU11!. �. ' .•?'',.;'"'NFI.A,�4"m ��"_�...c.r. E.3'.. .•..., �.r .... 'G* :.�TR^'+H'L. 'd._P"-�s ". .a mp��.i� Y 41 IlifM � e 4.. a ny ITIAWTV m.o '-li A o > 4�W ism" V T. ryK +7:v 4S' H Y I � n` � > x k :? e Y s x i i n t M1 F V y t uSyyp, s y;1�4 WtiR�� 4 .' AIR CONDITIONING HILL YORK BROWARD INC. DWG. NO. i 1129 t ANDREWS AVE FT LAUDERDALE, ►LA DWG. Hill F A i0® 1 a " z o TE r. ' ,1.:',I", �. 1 r� •� I IILOdf; I i; R AN fO _ M R . VAULT .ROOM . �EIEV. v 10 ,.. .t. ( M 1 V ¢/2" 0 •, � �, x ti 11 , 11 1 4 I _ �. ;1#tll it• #1ti '4 , lug;, 1: is •�• V /',I 4AS co/✓ POItJj RtF4LX- -T 8 r 'i T , `iA. � .IJc�Ai e \U.GA7A:mYINE E i�LcXATIo ,! a 1419j o d. f RfJ1it. .ROONEY INC. 1SI AMID D NES OCEANSME I I (51-aNz-butjF5 111■II■� If ■■III® ■ A 2b2" l-IfJ�. cN � --PIrcN �c>✓v..ET 1112t GAS LItJ� �t�r5�t2 aAMp Ea, Ft �u Ire 5CN.40 5-M-M- 4A6 LINE To RasF WITµ �{i1Z�laD�D �17f11145 �X{'RSED Ihl TVA-74 4 SupPoRT AT ACl1 Ft-oo2 PAIN ( -TO MATC+I tZccM FINIsµ, SKI- )e-rAAL W' DI i I Ir _ APR 141989 - `EXISTIN4' I!i IUJ�tiu1,.F di Jl t._. fA yX4b" Quvez 1 t, III 4/ a a F.P. i I 10 4L L LOILt(C lion UP HUN TV 7LMAI" j AI2 Fl.ou) _ S.IIzcN '.1— 11 lNo GrtTV�1Ci) n% a .^� "7NsTu.� exu u � 210 Cx1 ..'�@ I(8y' S• , �' GK�eN1IELK Gw as E ao m,, co mr To MW=Z<E y RcWfER C12CUIT. :.INSTALL P12 cLow -5wl IN DoL-r To ''. 514NAL� WOU LEL14NT mJ FIM A'� M PANL'L IN E EN'( "F k oG AIK IFLcw• �..., KN. F W 5 ALL tZUN C,0QTINUC SLy. CO05T�'TInN SN L S TU4T kAN M �2 Is CUT oc AIR s7 tEaM I UlP ENT 00 I LIF1E WI" L vrV � g oe.L' w OpG,.e� NO-F7TT1 S N T4{I� IS IinlsrnLL txa. Kn�l• , 13o.i biz tzaoM , 1 rz' ><Iz'� � Mn t ( CATQ)Me2 D `T Am I 1� G� ¢4K WQi:u i 1 mom T �v 171row - pAOl W Mo W ' O W5 1Rl'11 H, Al A P RWWRF %,% I NWfl"M FI �N "A MIA� F M g P i P P PWN0 Own ,TM v E,Ar z 94�Bkt�� .. . . . . is.OT T Eg E " gg jo$ WS y Q WKY, A 0 NA "g- I Afj ", �' ­,,41,1 ­, 1�1, I "k MK- R �F,�ENI 71TUNIAM , : A T'� � ! g Q,, I --7 4,1 -1W Y�k Qj A 'Wl W =1v nkyn also 101 AMR so O-A Wo, "Y; A W"4Q I Ulm 1, fil. - PY or" woIn -N, w I Yon- x fit IN NP, to 7 0. M,",�� AW REM, W &W IST 1=11 . AIR CONDITIONING HILL YORK BROWARDP: .. .' C. DWG. NO. Y I;D M. ANDREW$ AVt. RT. LAVDL "`FLA. DWG. By Oil y� y�. F •. �Yle=yfa 1Afa,y,��s5�- ;rc:ly.�' yMi� err. Y�'*4��� oATt SCALE L 1 ., TMI• DM WTI 4 yk, n4 y s N 0 _ N z Z m I KAZSH KUUM NOW Im EF-4 W11N C . 24x24 POO le A^ Y t x 1 wtN � rc. s y� ok ��� a ♦ I / ♦ XrK �„ i M�k1 i I I' J by MI4`'PhS.y'.^vy'9R WYM1 d 77 lq�A I'^ i 4 't4 ..t VN$ � }S l �' w' N��vea'''4bY SOCIAUENTERTAINING ROOM, 'r i 12Y t . 8 5 IZX10< 500 , V hTUB rI�� IN (O TRASH ROOM #5bcb brabham 3 =w• uµ, r."r� 4�a<S�� ^ t 05�6579 debay 83 and associates consulting engineers 2725 n. australian avenue i west palm beach, florida 33407 Yr ` Yi'ti4ii �S• r• •'-,s�'�b.�F�'bre�re�'w2..�,�..,h`fi,tiu�aak�,�4�.s�st'.a'.I�i,,... t a i —o O P Q w N w N v �w W a HW N — 0 Z= �n Q W M K � ZQ � p N N — O o� W z Q W C� 0= to. WW ZQ Q a z rSHEET NUMBER AC— 1 OF N V N n N 0 z z z m $'JR *emu. ! � 12� ve . �'x. 'nL.F'S%;p v r � , z ,- L Fi ^ y ., „ k A ri A 1�.m46i-r..YAFIruS..w�d•tls 32x� 43oGrM 3?/r. &0 CFn G�6nb 6x3 C� 12n12 �\ Gp 6xG � 25G�M T PASSPORT NMI „ 4 Par #. , � � mix"y � R��. ) � m � �m�4�ru��I� ,yE $,• .'%� ���. R r • 3 It3��i M 1 �x- � � �I A I vE war �4Y I �yq r y�l t /11 I T� Igcg IN 60ND15NSE WAT5 TZISEfLy 2 5 GO i 5 I yyi 'ma�yy �"C Y t �Y'4 ..F w�+w7� LGy6YSM • . 1 • 1 SCALE 1/4" : V- 0" i W�G *, x .AN _ AIR CONDITIONING t SCHOONE IGxa i 16x8 12x4 r(C 6 00 26/8 SPMPfEK waT�2 21�i� _ -- 180G�M Ac•s I��� ?<Ixe HA5E 6 x Zq \,i1/p Ts ■ a 11 ❑ � � I � P ® to u J P M W N V �W W 6 N�o Z=o V J I m W W N N N Q M K � Z a e N —o N 4 �3 r� 5 4 k. a �•� a •r "a Sxdf�ss5.., . , d h `� a r � p � •S L L � � \ /bc1a\\Y,/ brabham 305832-5579 deba Y e. and associates � I t 11 . .. .... 4 t' e; q}, iqi , .. , r`w. S S r d• is w � t consultin engineers 7 n. fr I' 25 aus aian aHenue L�2 -:: „ ... , . < ': . -.: , , .. . . ., .:.x •,,,., ..;;. ... ..., ,, . . , _:. >, , u ., ...: .,... ... ;" west palm beach. tlorida 33401 t p n 4. . .... .. � .. :.«v. sv .�.a � x.. ... ,y a^., p r'.a.i .,' �. i' 4.• b� 2Y. ...... ..x .-. 1 SHEET NUMBER AC-2 OF , w R nxq tll p Ma SCHOONER RED,. c 16x6, WR Noo 25t 20 Cr--M r>� 14X L_j -- — — _ O CD !o Y. CF'M (ox4 F F� ram; +� 4��@.� T' - e[d • $ i ✓,�' 3 uF F€ 1 + , o !! ■ _ � .: :� �_M► Iry - ^ Sti I I A 4 �Y9f uN I v 12x8 �J Lai ! — — f �i I I2 12 Goan lSxB I ' I w�i�X� 22X8 19OCFM lox(o CD i X 9 -� I50C — —%- 24X8 �- - - L �\ AC-3 Zg�g o&r_r,_-4LAx r-5I,j fl-SNUNM A �Ovt-::U TYPICAL .. t-AIPARTMENT PLAN . -,AIR CONDITIONING •. ,.•. RYA': fi3 rSn { II J dv 1 ! Y ;.K, x Ian l° ,f• ,' a , ilV "i+"'t�' v p ' 1, r.. RBI. i .ds - :� . , F ». � ; f;, *,:t9: p,� '- 3'+r a"'�: •. pi M TRADEW! WR 14 )(8 1 e0 CFM / O CD �x6 35CFM GF I 1 1 I'/ \ _ rf( . I n�o a o _o 0 OP �a t/'f U w H N w V W a Hw 0 Z V o m ce w N N fV Q W � z, za V N LQ , h O t" tJCa%�1a171 5832s57v SHE E T dGba�/ NUMBEI an � sso a d 35 es AC - consulting engineers 2725 n. australian avenue 0 F west palm beach, florida 33407 \'v n s• q, y r ^� t f r V t � 4µ ; N :Pt 1 O Z 4 ' Z m 3-po Crr j S y, Zox3 1 i�/A OpNq -Y4C-i? t. C-9 12x6 e a x is I Ay11 OIL_ r I A �I� rdl r y fl s� A 3' \ r� GROUND FLOOR PUBLIC AREA AIR CONDITIONING CD 15><15 425 Cr-M 1 d r x l I i W i , b r a b h a m 305-832-5579 deb and associates consulting engineers 2725 n. australian avenue west palm beach, Florida 33407 f a O _ p O O P 0 O M W U W V W a Z= a m MW � wr N N W Q W M K � Z� � d N i Lary '- M OM W 4 z 14 LEI (a) 006 Ww Z co CL z J N SHEET I NUMBER AC-4 OF AIR DISTRIBUTION DEVICE SCHEDULE MARK DESCRIPTION MAKEMIODEL REMARKS CD CEILING 'DIFFUSER pvjEiF.+-A'EE O WR WALL RQCgISTER " V`?J�.r D ® D E,a I- xHAUSTGtRILLL= Fr<ca FIL: ER RETURN Gse!°_LE M7L-AL fil!I'G 1<:91s= Cil ® ® ® TG TFZAN5FEK GRILLE -- ___- I•__ �° 'JAL OUTDOOR AIR L-OuVER �11<.If� [�j'4 :O cX�U�i f7 Q rAL %XHAU57NK I.,OUVEA2, P,ij-btrj: X64N\ e}lT4-IJDED 2 0' v3 vt,U�v FKtj4,m 02 �! aT t%FzArnr, 0�05 GLADE 17l Mh�F= (4) WHI I� �IN15H COOLING TOWER r1L-rt-�R rKmt-`' © 1N4.=Ge S,F-15 e,7N Q PSI RD ���t�l V. WATER AMBIENT 1366 L DEL ENTAIREAT 910 FA ODB. & &850 79' F.W.B.LWWATER TEMP. RANGE 60. FAN MOTOR I5 HP 208V-30-60HZ. ADUSTABLE BLADE, GEAR DRIVEN FANLBE TOWER HOUSING OF FIBERGLASCTION. NUTS, BOLTS, WASHERS, ETC.AINLESSAS OFFERED AS OPTIONAL TRIVIBRATION SWITCH IS TO BE BOILER" RAYPAK MODEL H 1336, "RAYTHERM" GAS FIRED BOILER RATED AT 1,336,600 BTU INPUT AND 1,069,300 BTU OUTPUT. 3180 GALLONS PER HOUR OF HOT WATER @ 40" TEMPERATURE RISE. PRESSURE DROP THRU THE BOILER IS 4.8 FT. HEAD. 2 PASS COPPER TUBE HEAT EXCHANGER WITH BRONZE HEADER. 24 VOLT COMBINATION GAS VALVE WITH GAS COCK AND PRESSURE REGULATOR, 120/24 VOLT TRANSFORMER, A.S.M.E. INSPECTED AND STAMPED, 160 P.S.I. BRONZE HEADER, 125 P.S.I. PRESSURE RELIEF VALVE AND ELECTRO- IdIC INTERMITTENT PILOT IGNITION.. 1 FAN SCHEDULE MARK FF-f CAPACITY SERVICE 'I( n!HALI S.P. MOTOR &LC�. c>w ELEQ M,711. I -1> C MPt3. al MODEL P ti �E� REMARKS EF-Z' LATH LI-10 1/3" IBo\AJ 12t -1- 60 NN VEN 2-3 EF-3 FI00M •27 ` r,,°* A 200 1 b6 P NN VEN - 8Fr24 EF-4 TRA51A ROOM 000 Va V/ Iz0- I - O P NN V'EN-I e Ia-, - I - o- NK E� 6 Av✓N MOV✓�CZ i r{1 �00 Ve IA 120--I 0 VEIJ -Fl/'-K 2Q 3 �o M 255 t/g^ 1/Zy 1.2D-1- C r>% f l rJ EF-? e'COL- CAE3ANA Soo %8 130W 120-1- i1go PONIQ 010 ( G ® l71SiGNN�GT SWITG� 9 •y .: � �ti W }s- ui nsa AIR CONDITIONING EOWMENT SCHEDULE UNIT NO. MINIMUM COOLING CAPACITY (BTUH) I SUPPLY AIR (CFM) OUTDOOR AIR (CFM) _. MIN- rl t G I CAP. (BTUM)+GPM I EER aei G') COP (HTG.) MAKE 8 MODEL CON. UNIT 6 FAN COIL TOTAL SENSIB I G2,� r 4-G �. 2000 e� 2 8 ,DOD I G.5 _ D. I � 3.8 A:a� u 6 �- ?P Mf' I��V 2 AG2 50,E 37,/ 170,-'�> 13.0 11._0 4•0 TIP HeV52 �G 3 34,E 25,44:P r2oo — _ -- 4410--4-9 910 11. 2 39 AG-4 34, aZ) 25 4� I zoo — 44 6co 9.0 I L 2 A . 0 1,G-5 34," -?Z,4,Iv 1200 — 4410oo 9.0 n-2 4•0 H NeV.?4 AG-6 50,E 371 6ei�9 1740 — 61�5,000 13.0 11.0 _ +0� r r HEY512 AL-7o- 34, 060 2 5, 400 1200 i 20 44 400 910 11,12 +0 r P H r-N 3 q AG7 b 34,a-Z 25, 4,00 1200 I20 44, 000 9.0 11.2 4- 0 g 271000 20,E 95D 220 3G 4C� 7, I I1.4 4' I �1�� 2.7 AG-9 34,0,90 '2 4-0J 1260 220 44,000 q.o !I.2 4-C7 rk . HPIH34 LG IO 34,r�D 25 4Li'� 1200 ¢¢,000 9.0 II-2 40 rl iP NON 34 _— TofAL4&FA41TY 6A5k5-v 01 `i50 LwT) lo° WT �i5A-f l" &WqI 5ASeC7 ON 70°>✓N r Al[z, -(Mr, 70° t� LL: To6-STt---K. wd-,V-4 k,6TO 5'r-_ GKoIjNv �-j UsH. TNT rNTIK-t- %Aj'JV IS TO �WM I �Nl, To 1'1�- Af' IT !r`i N 1D t5Nl>li 4 �7 AIR CONDITIONING UNIT REMARKS k b I- a b h a m 305832.5579 debay and associates consulting engineers 2725 n. aushalian avenue west palm beach. Florida 33407 1L r ° _o O P M V W / v LU n O V m � Wry N fV M Z O P N — 0 -o o w SHEET NUMBER AC-5 OF 4K,: UP WA* CR INI coo l-Cs NJE(R i P43 V., Ia ASa?, I Fiq_, ➢ NTERLOCK WITH CIRCULATING PUMP, INJCC7IOk3 POINT 4 V LEGEND ➢ p „�;'� ITEM 9UAN A {I WATER 1AC ER..�E.C. n B c 2 BALL VALVE D q 8 GLOBE VALVE .� 6 ^�Y�'--$�f�--• 0 IMPULSE COgI'ROP. �P..ER g I \l D AUTOFLO COND., CONT, PRWZ 6 SWITCH 2 TO ROOF DRAIN , 7 DISCIIARGE TUDING D Ct ICAL PUWP ° —�BLDG. A/C UNITS— ° ° D AGITATOR 10 POLY DRUM 9 CO'JER l as 08 1 CORP,.3'Y-t?P !i €fiJ. AB-- SY. � I_ ° 13 SOLENOID VALVE 14 CONTROL VALVE IB SUC'6'IaN TUBING I 222 18 ,:a COPPER TUBING CIRCULATING PUMPS-; � -- P7 D60E9Y FLOW INDICATG'A COOLING4 TOWER ;'41 STEEL COUPLING � TREATMENT SYSTEM. C /jam ors WELD AT 500-400 a D USE SCHEDULE SO POLY TUBING TUBING — '�--'--- M I T C O INJECTION DETAIL — "'" CT-120 4T N �- 3Rp ril 3M MFj+y ��"NY� 1i .#. w{ �� 5MP -- Y •H�9 d �n'1 �ISbv��'F�"'.� I ✓.' x "' b� {�- f'0.� �h Jyl!' � 4��I.- i AG- G ry{. ${1 x AC 2'r I 1/4 I%2 I%2 I %4 AGIo �-9 A -8 vkll vl � � f J1k tT r. r ,.,.+..,.. r. ii ., , "; } p, h I,F r, tpy,m �ry � t'd � � >, "w�,. V�q� ii "> y. �° aka rwl w >{ Y i. z: f V,f Yhr 5', a pi A Y? 4 _''h�"-fie @'p $ §j Pill'. t9 ih �1s{i 9 t �{?. +1§ir M �i„ A`' +i ''•'�f j''.,y C A �j i::r} yy h �, - P �K r." a s u t x e r , ` 1 t 1' P-25 P_7 r if �2 3 '/ 3 ifP- 5 i 14'jJj VZ 4.Txk[: CO/L /rE AlAKER FEED r a" LINE 7-O AL L D IY FOR RErRIG. REMOVAL. I WATE/L HEATER GIV. KISER i` 24" M 24 X eWATERPROOF ' THICK CONCRETE FILL CAP '�``''P''`''"' j q ,. 4"SUCTION LINE 3`DRAIN LINE TANK TO BE STEEL CONSTRUCTED WITH A BITUMINOUS COATING t„d�ir. 5.. ✓ ¢ c \, to d .j^� • �� r i/,�.F, . ..;-.s•-i,z' D/E" ■ 2° BTEEL 6TRAP9sx 1 300 GAL. CAP. . �AR 0 U N 0 TANK 2" ALL AROUND I" Dia. STEEL RODS s T"�ff _•�' 13UCKLESt ANCHOR EN05 �� x +- 1Z�� T - +9\ RODS TO REIN FORCING, e CONCHGTE' PAD UY NO. 4 RODS 12" ON PLUMBING CONTNACTOR CENTER BOTN WAYSP+�'*+' TRANSFORMER OIL STORAGE TANK DETAIL fi SCHOONER (REV) 4 M � r �I uurx hl t. IAt u FE 2 M hh,��.�,, b r a b h a m 3oS832-5579 �.Jda debay and associates consulting engineers 2725 n outstation avenue wrest palm beach Florldo 33407 a a -o n "+ O O P a U H n V a LLJ I— N_ 0 LL Z=o V m m � N Q W t Zo _o Z a W v 006 WW ZQ a 10, SHEET NUMBER P-2 OF r'ii y.'�l¢ �I aA � r ,)"'. ♦ � Y 1y�- . a � a.,.qif Y.; i r r."I 'r .',i ..a,r q. ,£�y x , anti" " '.i ^�y; ,... �. f. �.._. _ ,o'e a.. ,r. s"P9.AuRx { ...2 C§'✓: t...f_a� e ...,„.. ... L I .,.....,, .! s.�.-.. ,�n IN*- { ,i ,»,, !;� rb : .A R, „nne4TP ,s .. ,1.. �... �rt . ..'x; x,,. ,?;. -. + '9*'� .,.i ".I R°:g'� .'i•,. ,. al lllv�wkl re^*'t�z t.�".z~ ;#€n1 r La,��`t�.�;�s '¢ +^i(rA, rI I'd ,, ,x § ,G•' p y . k P-2 .*a•�5,, a""r x"''�' � �`m� µ$� r S� � �e,Po�J � � pJo�, ° � r a m .n e �K�� t�t 4 il *fin . fir` i �Si":p'`vz4na.' +rt{�:,� l' ,d` . q .%}.' b a, �. x � .. a i"s " k4 �'�1"PMiNM1„p� `j g6 4 - :��p}}ww a f„Fr+.a' , r P,' a , 1� rH iW 61 r} K ��OAli' I =ii�,r , . r d s d�%4S p d�, a' ik'i'W""i J^V, sM. kt ~<, • a�,i" Y A� Mj fl t`�m i5 ��4�!: p�'k h! r,�^ R&:ih5'm `r'z ky✓ ; ) y Rr J �} � 5�, § N, s5� ^ y '+a� � +"r, � ,r x �+[iW� R' .r �f•'��4y W'b x }k,'� �X t,x x. .ry, xya,1 9 � '°+� 4 t,d s try fi� ✓^b��k �� SxS ;�"lw f 5: y�iF4'S fiY S yg i dC t'i'ix ^^' � � 4�� � �h*f� xt s�, fF wxc ;, � fi✓g^P)ny"'� �, j � r... F � ✓i'fi� �{3�aa g � A�^�Hlh S �Ft,:%'i .�"i 9 s7x�k af5^*.u'.zxs ��' q - ,< ^ea-c a 4'` x„..�r! #. t'�'s €�" B 1 pv.54 3e F` & �`. >dk �'t'� �.f114 `&.Y Yk �R":vr ^q 4q ��BY i y€ ,�q4y •= H *R y"�.ri, R. ..h. Rw.`, f' d"� �IAVT .,'pv� f fFi .!%" L bF eh'*v�`, Sti' •y �•�y.` HOT&COLD WATER RISER DIAGRAM FOR THE PA ss K 1, i �, 1 YI �U i11IMF'hr11 qF'i y �MP R fA r . iv y i � lc I.rA e�5 KA� ^I �i y{ nt�w Xl y f Y i E T) i I' 1 f :F iW FI �`Fk G'�N ;. ,.: :� ro4'^r. e">§)n`yr 3 ea ts: ,.. ' A %p! kR SgyQ�s^'+r � y�yy 'ek 4%Ca iq a �,^v I C•�� =rJ4r�eyJ YAM TYPIC L APA SCALE 1/ ` a 1'—,On K EiWX tee' MENT PLANS - PLUMBING SCHOONER to 999 Q I O —O u� � � M W { � W r � V W W a � o I I =o V m W N an N — th K , Z � Lu I �o a N , �.. N ^O O t7 N 'leave GE/L/ C. G � I'. a. � -prat' - ,., a,e+r ,:: +S' a"� �'+" a s'T r::q gym.;... ,xrc ;�,;, x,i x t�r� a• Yp. Ar s w ^�,. �r� , S � x u � o-x '".c, i. �n=: . a g PUBLIC AREA 2„ 4� .WASTJE AND VENT RISER DIAGRAM -PUBLIC TOILETS fl L 5 4 F f l ro^ry } (,� "' >''�� Y bra. b h Q m 305-832-5579 sf,° x 9% ?,w; x E R4„!3 r n h �- £ .4 �� n✓,4 ,',,,, bG ti/ MIa debay tr a w _ .. ..o- e 4. «. ,., a . ,� .i nr r � � n n n � � n west palm beach, flondo 33407 a 0 -o oc � O� _ J m W ( ' V W LuI W O. ti K Q LL cin 2 V 0 m W N N N Q � O[ i Z � a -o N p W _ SHEET NUMBER P-4 OF JI I` y d f I w� P 2 L 5 v � k !o'^ FU L� 11 10.+n4 kfYYs 4d M1'�jM1��5��Fky�'n5°'�,Fj WASTE AND 'DENT RISER DIAGE J IUWta:NY/ � 33 plop sxpar .. p9 Ff � , r,sIN , Dt Val 4APRA V5 #�%� k r.G�t bfn'q a d � �•A33, ie "+' �'' T�'+ 4 • • • • MR, xIN Q _o K vl a J � LL� V Y W 4e/ 6 r O 0 m W N N N Ih � L za o� e -o o� N \ a s 5"V T,12 )1 L 4"V7k 1 3 � U-3"VTP ;. 9 2„ I{ x� P_8 R IV IIV-2 78 F.U. I I` J P_2 2' I P-4 r �{ r A f � w' at V^ " "tom 4 ( P-/2-4 3" u 2 f 1 C r U� u+ P-/ \ 2 l /2llr�- ;Fs 1 4 1 4 4", 3dytF w �il-y hqqqq Ai 5 n� Y0.N.5�� k- < rh }. i• e.-3 F*e'a* Sy y h�p�E M £��N £,{"a`� I y.. Y ra 9 �.a Y $1 � x+ty�Ft, w �I,Fy,1d �W t Sn�iS� j9 Pilr t r£ n4 "�i� � [( b � '. nYw✓2 #.� r,x'i f h Y w)F a$avly • 1M ' d��kA �� nt � E YI � a N l0 29 SIFU •" P-2 T l 4'f� l i h`3 y E'ri 31j, I 4 II r n7H 1 J � 2ND - 8T" F L . 1� Q ❑ -o �p J LO w L11 a arV O m 8d N N r u , Z v �a �o o� N P-/ C.O. MAPS � 3i1 P P b r a b h a m 305-832-5579 bda debay SHEET and associates .WSM } , NUMBER consulting engineers 2725 n. oustralion avenue 0 F west palm beach, flalda 33407 t m n , 4 ^ r , A y� DESCRIt s > Tn VALVE OR FITTING NO. 1 SUPPLIES 1 x1` rr . Fyy "*i-,•'"<.M '� ¢ F.rvr r '*wy+ +MY� Rs E :I�:���.F� yL. 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".._Nr,. .....a : .. s ,ikt 1 I � aR°R d{ a t,a I. 3 }k.. -. s - ,.. ;�';;.raa". ..�=r `w.,:� r $. * .., ,4YLd`*r%'sie*:A?6 m Yi 'sR: v, YS, u'':.a.'A4 P.,Li< aw:.ima 4`UIIi Y"'1rr,' dtiJlu M1Y Y MAIN '' t, eLLJ't.Yi a., "R � �'it#ll{>: _ � ..F,r , 'E JLYt&4 :x:1. M11Am', . . t � " '' r..:v 3 -. w wr 3 .d } b. .E. 1(, 1 . � 4 $), xa . ... it , . )t ,.Qv:•" F <i �r .; ....t„ 'i... 1. 1 ■ ■.. 4p ¢A pa, w""u ,. • . tl r< ��: `��9dA. h • %a4M��t��11�� �.� x v'el W'ey,ry' �aF+ Lr - X�. t pa .HYx� A�AIe:: Y Y i= I rt* 11 ®® 6 9 l CAST IRON GRATE 24�REINF. CONC. PIPE FIN. GRADE s- b fi; - i� • r { �ENS ATE DR Ir i I S,,I Ili! Y fi �a J �• III,, �.: s 1 _ Kt � - i "a �::: , {. k': N A I�{1'"%;F. 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ELEMENTS TO HAVE NON- SIMtILTLS.(fCrrAL kArING 4500 K/ ® Zoe) RHEEM 668-52D, 52 GALtA`CAPAC "T 1, o�oWATT €tEMENT8 MW ED FOR` SIMULTANEOUS OPERATION, 240V SINGLE PHASE COMPLETE WITH ALL SAFE AND OPERATIONAL CONTROLS. (10TA6 RATIN& 4500 aac/di 208v) WATER HEATER "B" 64 i' 1°a rtv RHEEM 668-66D, 52 GALLON CAPACITY, 6000 WATT ELEMENTS WIRED FOR SIMULTANEOUS OPERATION, 240V SINGLE PHASE, COMPLETE WITH ALL SAF AND OPERATIONAL CONTROLS. (1crlA2 2ATINGI 45c o µ/® 208y) 0. it J05A M 3XO-A Q KA,LoY t7Rp.I N COLD WATER HOT WATER RECIRCULATING VENT THROUGH ROOF. VENT FLOOR DRAIN ROOF DRAIN OPEN SIGHT DRAIN ACCESS DOOR ABOVE FINISH FLOOR ACCESS PANEL NOT IN CONTRACT PIPE ANCHOR PIPE GUIDE UNION FLEXIBLE PIPE CONNECTION GATE VALVE CHECK VALVE GLOBE VALVE PRESSURE REDUCING YALVE PRESSURE RELIEF VALVE BALANCINGCOCK STRAINER THERMOMETER °:PRESSURE GAUGE FLOOR DRAIN OPEN SIGHT DRAIN ,ROOF DRAIN CLEAN OUT WALL HYDRANT 'SOIL OR WASTE LINE `VENT LINE STORM LINE COLD WATER LINE HOT WATER LINE ECIRCULATING LINE r ,s O _ p K Vf Oa � M N W r ® y V W %MY a - IX" µ i �n �a —p p� W�w A ry �gv',O- OIJ P IT" I I-T , , 1it .r 11 1 1 `� -, OVIR d All, UMN � Pm ft a a i WALKWAY STEPS Jr it `Q a `,.__..kjBA SCALE 3/4'-1'0' APT BALCONY STEPS `� ` � i `M O�t \ EN _ f �MAC�� SCAL { 314'-1 ,_0. ry V A N A G R E y/ J Lr +� \ C 1> Q / Q air OFFICE ((% \ 1 a ti} i 1r BY '\ LOB ELEV. 0`00 RE DENT- RA \ , k, ti � pCREV f�. ! ELEV. 0'-0' E ELEV. 0'- V^ . �7 SG GONER -- •� r CROONER APT. 703 i APT. 108 i � E L E V + 2— 0 I r;,� ,.;v"",•, a %4 SPIN K' R r I 4; SPINNAKER' ` �4y REV � n . � -'k' M :; ay,' i � ��'_ 4; r'� 4'-v"x �I} APT 109 APT. 102 y ' k5, ^ pp r . LEV- 2 0, a r \ k H.G. w\ f MECHANICAL ROOM BICYCLE STORAGE \ / I ✓� j ELE`V..-1 — t i ��0�0 = y _ i i u v. / P U ROOM ti >,, ! Ex?. aTs, iN o T' y V.. -, —0 % paa �r i" �y>:a TRANSFORMER VAULT ROOM ELEV. 49 ' C • AL 0 A -._ . .. . � .�� ,. P s✓ 4 1..1 i i t-.J �l( � ., G ,' y°:. {'. (� l- A s..{ � A N �y :,. _ GIJifG-- 't�lL-L.-^-iI LAWNMOWER ,i ...- , ,� •. ! . 2- i4 Y 2.f ion j..•S?41f� - , pco dd POOL W „ � STORAGEti ..\l. )i' e. ! 1. • I:., t yf.Y/XT}.l ulj % £ M Vi \ ELEV. I: „ r: t v r 9 X a3 °. �Y, fG 1 .. fi TRASH ROOM-^ ' �' �� �, ,TRASH ROOM � 44 : t i Fa _ f g. \';., ELEV. -1 -0 <.x t"xf•� / 14x 4 _ ,_0.; t k.. j t g s.p C ? ELEV. 1 - , (i t .. ji.. -.:. - " , LnavF,�, " :" . � E L I.. V A T I O N C,, �'� sft SF•+. Alv of SEE SK A10 Ole 10 NA VeTALS / �, ., � it T ! 1 .L. SEE SK OP 20 G A S i 20 F-OR OGTAC S �, k � 'bt rill PL BUILDING I y , br- Jodi r GROUND F 0 PLANT oo - iSCALEi' — 't78": 1'^0_ i,' H-Elf _ NUMS•E9 ' v 4 _ k OFx r t \ R fKY , - EN AA` ELEV. 0' 0' V. 0'-0 f k i 3 SCHOONER SCHOONER G REV. I ELE APT. 103 g APT. 108 % ♦,, ELEV. +2-00 I ELE,/ +2-0" IF SPINNAKER tvv .; REV %� I p _ =c U v 3� %` � .� i ^�p SPINNAKER ./ APT. 102 _. ./ � � �. i ,i 9 i i , APT 109 b�. 4 t Y pi Y m � m 0 nA Z w V 6 w � S O V m O m 0 W W y, H Q W q li 0 U } >- m m i � z w �Y } y o v m Ii � 11 a o J > 1 i Sr-10 NNAKER C O (REV.) �� -- — - /f� / ` SPINNAKER j S .PTS. 202-1407. /'\ - - - _... APTS. 209-409 1 F.H.C.. F.H.C. i / \ 0 O k o \ k / ul wm C PAR PET WALL - a TRADEWINDS O O - - /.\ a O g /drm (REV.) - ` \ APT5.201-W01 �/ ° / \ \�.. r .., 0 \\ TRADE WINDS APTS M-1410 / ■ 0 T u MCAT scm-E PLAN VW . r4 s's .k,:3 nta ze �'�r�$ "k�R7" �:.e.���',t� cac�,� �� � > �„`! w`�a G I 'f'4tit P w1J ,su ' � /nut✓t Cou�rTe2 Fwsu+ac,. .. ,N rt.cStcT i ..._.-..�_2ooF�a�'0nse 4ueET. Nvw�cv - FIt�Li2• [I.UT SET 1N �ITU/nEM i ...—•+JfNCt.-9d , (yt. NOW,, �'.� ,v "nh} „3yyy.r �„y 2 r t` t�4,rs l v�:�F 54 's r <<_'` ,rt „„1 1'. R ^fir»t" S ,j ...a ,:�Ir', , .,... .r#A:nA .:uid, ri w. , a.,..s-.-"s4'0.1$Sn...,�.,.,X:_.+1.'s_. Jr Y I' 1 ` TYP, CANT , DETAIL ` /' r 'SCUPPER DETAIL 123'-6" 23'-6" �,, , L $"= 1 0" 4 / SCALE:' 1 1/2"=1'p• }'`1$'-8" J23�" • s l \ C \, DOWNSPOUT & SPLASHBLOCK \ 3 N. U L.O K r / 2- vy/ 142'2 i 1 —. i{`\^P j 8 WIDE PARAPET WALL TYP CAL--- / - 8- VIDE PARAPET WALL TYPICAL ( ; / j " f v SCUPPER - 23-8 ROOF DRAIN -��— ��—SCIPER' i_ 123 8 142 E, Ff ROOF DRAIN i I %1 8 6 17142. / 123 —8 % " ��_,,� Icalc- "`. II 123' \. 123' 8 , 123 —8 v GOOF DRAIN ul - ROOF DRAIN / \ \ /� P _�wfiat�r+wL •►r�EE� aalLib TIr ii-&WA/Ei 1T�GAL R/PNG - \ , 1 , I ; 123'-8" I 123'-8" 123'-8 I 1 8" 23'— 11 i l k tt •" k ' w 5'` OUILDINO C NTER. i*IE, „k TRASH CHUTE - ^ ✓ ~T y (-- TRASH CHUTE /f -- D. s.& sPL-. BLOCK . /„ N O T E i DETAIL 5 / _ . B.S, & S P L OC K ,r% aL_. SCALE: 1 1/2';. 1'-d' A[} 13 '-7" O/' ER Or 30'-7" I ; _ T X I t f prawtJt €C7LiT / ' TOP OF RO F SLA ELEVGUA ION-123'-2" \ 1� � r TTE '•. -r i A ^ � / / {{ �� .FP� 1�4N A Vo iGbG O� lY/ I�Lm v ��, ALL ROOF RAIN ELEVATIONS 123'-f4 y y f / rlert�ta - e _ ._ .. e _ t , E, 8 9 123` / \ 1 - �e5t F. toast •�le6T I all —QA Q.of- E.T IJ a LL t I'.EC,LE7- 4• GoULIC_ { -- FLASFIIu::1 - ?-4 G►. ALUt1 P I (JAILED TpSL-Ate Pt> u 1 LT Ll f- C-OD F • I ' c,o1.4 C,_ LD.It) 0o B� A�rTu L-4- " STAIR ROOF & PARAPET SCALE 1-1/2'-1'-0' GeA. ALUM. E:AVE C7e.l r5uILT-UP tct:;)r K�f" SLaYa tYl -7 Zx to P.T. tJAI L.Ti1L_ I►LUM• 4UT-rEu- : _= - a- d A L. U M, P01W u- I t F'L•A N Pan- L-ct.�rI- I STAIR ROOF EDGE 5 SCALE 1-1/2'-1'-0' r-ECi L ET f C-AU L IC._ - 22A G A. ALUt-I FLA` 1I UC{ b u 1I L 15fcau 1 r> f�' 7 - Ur Y1x� �LIcT.,HT I.JT. GONL. CC.flNG., `�I-A.b `ELEVATOR SHAFT PARAPET SCALE E-Er, L LT 4t C.AU L L. z ° Z4�,A 4Ll1M �LA'� UCi --j � Q tV • O. . A _.ell I txzwt�l�pouT � p � , • A_ a: '4 ELEVATOR SHAFT SCUPPER 5 SCALE z- III 25'-0' 6° 6 6-61/2-- - S-5 1/2" 12'-0' I'-0" IT I 1 0" �o iv W2 26-0 n 25'-0' 6", 16" S-5 1/2" 8'-6 1/2" 1- iV � Q I iv N O _ m N W2 IV O a 23 23 QD a _ to Oi MASTER MASTER � BEDROOM BEDROOM 4° 3"-0" i 13'-0" 4" Ir-8' I'-O" I m a`D Z01 olI 25'-0' 3•-5 1/2" 16 0� O O NOTE FURRING AND DRYWALL BOTH SIDES " OF SHEAR WALL MASTER BEDROOM Ir-8' 4" 3 -4' 7-8" 6" .6' 2'-10" I 13'-0' 11-0" M j m LIVING IRO, M LIVING ROOM N v ro LIVING ROOM ° 1 ti SC 'ADE i O 1� 11 U S P� U V U V A U U E Il U T U LL V V Il �l LJ r1 oc a a 14 I o QG�C�1➢ 1 DROP 14 tD in r4' 6'-4' r4' 2'-q' 2'-3" a L i ' I 23 iv _ - _O 0 1 0 22 a v -- C 7 5' 2'_yr r •4r 6•_4r 4 •� (I O I o 18 X ail k /M. iv o B TH iI — —'_ CROP 14 a BATH/ '( iy • �j l> v\'i x 9. a C 2" WIDE (4"-6" !�) -- n 0 a I 32 v SPIRAL I STAIR TO ROOF • �_ -__ I _ \\\ 4-6'4' I"-8"' 4'3"-4' 4'gr_-6' a IUMTTE410T0T GDINING /AL DINING i + �i /�► it U _ RDOM a ROOM - - - - CLR i PS W p � , 351SDEGREES I gin. I . � O 'al BAR a Dw i 2 s `P 14 . r . ® ®O O N + 5 4 tt ---- I -9•P�� ra. \ _-5.-5_^ in Ti O � 4 5'-0 p ::. I UP DROP 7-0 _ -6-0" \ ,oUQG O� i BATH I /'� a 27 ® ?C 2,-3" ^ / BATH o v it b -- �J I ® N �� O r= 35 aD -O L 5 -8' I 0' _: 4 -4 T-t 3'-4" a 4' I'-8' 1 2 -4' 4'-4 a 0 KTCH N 1 �I JI— I, .I __- -- -- -- t♦♦ _ ----- 'v DINING w - p o R KI (CHE� 12 a o ROOM •� �r a .c v EF • N a /4- 3--43'-4" aRJ ®�I O - f ..•:.m`q -O' DP t _ N I W � 1 O �. LUM-t 3-0" �4 0" : I n" I' O� Clo_•a 3 / CLR �•P b e DEN ..DROPLA LNG BATH - O r -_ KITCHEN ip EIEC «_OGI'i r" _ - 0 2' $• 4� < • �a —_—� I �I — — — 6'-0" i 4" r in 3'-4. 4, `� Fy.I i 8' • 4" Ir-0" ,-O' 6•-0> 4" ,. 2 -4" I4 I 3•_4r 4"� - P-0' II'-0� -0 �\ R1EF. 14'-6" �. CI..NG.� / r " d r r. - -- -Q♦— ♦ . �- __ 0 B_ DOW L 0-I 4 CLEAR 4 �` i $ 5 DOWE _ r "� B KFST. iz �' 7 i0 N LS GGG111CCCLZEL y • o TO SLAB o 0 0 o BRKFST.I = REA II ! ( I 21 �� _ i FILL CELLS DRAPERY v / CIO - � AREA ,�' ,'� ��<��� _ I b 7YP. EA. m ao ,.., ENTRY � � _ � — — � � � I �I `* � a IO" C b gum W3 - - - / I I- ;n �D 6 A AD a Q 16 q� P�����J1 8I� © 8� 3 -8' 4" I Q" ry 9_-B" " 3 0 4 3 _0" 7 Or - 8. " a FIRE • T' T ( a _. v HOSE O ? y A/CJ CABINET n r- i � y i �w 91 STOR. _ i 6' 4'-0' 3' O' 4'-O' 4'-0" 9'- I' 2' 0".. 4 -0' 3'-O" 4'-0' 2'-0" 9'-0' 6 6"-?" i,!. 4'-- ._ 1. � FZQ I LAYOUT NOTES a v 10 TRASH - BEDROOM NOTE SEE SHEET A2 FOR LAYOUT OF I in CHUTE u.r '.I. DIMENSIONS SHOWN IN HALLS ARE TO SPkJNAKER OP! GROIRJD FLOOR ONLY. 5'-0" 8' T-4" V II"-4" 8" 2'-0" CJ) - Be CLEAR INSIDE DIMENSIONS 2. ALL ANGLES ARE 45 DEGREES 1 j 26 O ' 3. WHERE SHEAR WALLS ARE OMITTEDmoo ON THE 13TH AND 14TH, PROVIDE A p ap IAft TYPICAL PARTY WALL " + mLi 4. DIMENSIONS SHOWN LOCATING PARTITIONS ARE FROM 'ROUGH TO ROUGH' EXCEPT AS OTHERWISE NOTED. THE - in �D O LAYOUT WORK. DOORS SHALL BE LOCATED 50 TRIM DOES NOT REQUIRE CUTTING. ANY DISCREPANCIES SHALL - BE BROUGHT TO THE OWNERS ATTENTION BEFORE PROCEEDING 1'-4' 4'-1' S' 6' 3'-q' DN IT - I I I _ in ` LEGEND " r a eD 00 8„ 3'-10' 6' S' 3'-q' - 8' o — M PART NMi FAIT pLQ�l5�I ® - IMPLIES SHEAR WALL` - T 0 F II Cj Q L � 'a s I (--._.----'71 — IMOI IFS CnJCPFTG RI (]CP WAI _—. _. - - W l•I 6-4" I 6'-0' 8" 2•-0" 24'-0" � Il a I i OLI cl cV I'L,* '2 2 I Ac- 11 Bi HP II fop C, LI Y-b TV-A-b4 CAU're- i, CEO t�,7 e � rvFTas A STAIR ACCESS TO N . • TOT of F'n.i ----- '_.--I". Y. 2 r 4 H X 14 G i \ - .ALUM pLA}NIIJ 4y C G!o 1ALUM � cyu•RER d SurrnRTS PAI W-r F I w I SFa -- � — METAL Vapc>Z, 4 FR,4,t-1E 1 j7AY_.AP E�i bJ A L L.. '! 9 �a 'd I 11 x III v �Ii GC1JGGt11LY.7 r e �cLEi d FLastJlticl i U_ ZZ 1 Q a —Al i t pA.3oF�1oL1 LAuT� 4 �Lc'>NI1JC1 wPATu�� p�rz ) uxLavLp i ROOF STAR SECTION =' SCALE 112*aV-0` ITT e`14T4 cLnow "Wa l 0 eo' T. 1' o, Awe' C. '0' Oro.�� II�T Tr, F�euT ,nF i VrAlet, A� '�" '�jEr ilI h" soar xslll. "I� � c+F I01111 w i x 2` psy arse. C.o ¢R P,,.oARP tTAL LIHQ.P AT 011iii VENTS SCALE: i o- 2•-7 1/2'. I Tn tih�o' o I 4" �0 O — M.L. AND STUCCO ON STL. STUDS I 19'-4" v I 33'-0" I''-4" I� LIVInIG ROOI`1 l�" AZJSF'URT 26'-O' 11'-6" Y-O' 25'-0" 6 3•-4" I'-4° q•-O' I"-2' 6 I'-O' 12•-0" 3'-5 1/2' 6-6 1/2' 1 N N I 1CID O N = iv - O W2 0 io 24 23 � I ;344 o 1"IASTER BEDROOM BePli BA - x x - ; STER � 84 8' 4'-4 4f-.-fl'-B". - 14 83 2•-� C-q 6•-0 1'-0 (`TAN �4) �r.;;:'....n:• `. " NOTE FURRING AND DRYWALL _.-- ':;` : `. ... — N BOTH SIDES OF SHEAR WALL o II4 6" 4- 4"2DROP -T, 2'-/5" CG. f3'-2. 2 CLR. — --- o. 6' BATT NSUL. p', i THIS WA.L BATH N DINING ( S. 1 c I 4 :. 3' 10' O4' ® ®•_Dx V ..6> ROOI'1 � ® v� Coi c DINING - — " -- ffi -- — \ I —Zip ROOM (ILK. 19 BATH .� - O 1 ®-- BATH • .. O DROP CLNG. v S o of / v p { 21 p pQ 5'-4" 14 TrI 4" 5'-O' V A\\ 14' -� ] l 2 -8 2 --O a" / 8 -0" k' NI 3'-4" 1'-0'I 3' 2'-6" 2' 0' I 0" I'-5' 4'-0" 4"� , G O DROP / /— �.��.---' �-�---..__-�. DROP BA H k _ � -, o / 35 ITCH E� N ®2.N6L3'-4° 12 -6 o J J-�-� 4 zz e \ � CLR. �TFtlS WALL IS -71 N O Be AN - — - ALTERNATE < - 4'-4" 3'-4' 22 o j CLR - X 'v -- � � I \ O , CLNG. — - L..I OR W/ I CLNG I iv 22 171 :r 5 DOWELS I `I 8._0, T8" I I: T O SLAB t— BEDROOM A/C .FILL CELLS o O 2-6 7 ITYP. EA. ENTRY ` II ai I'-0" II.-O" `I' 4"'� I" 8" 8 4" 3'-4' I 0 : 4" 6"-0" 1'-0' 12' x 12" OPNG. - 1 _ ON FLOORS 2, 2'-0 4 7 10 13. _ o I w 1 BRKFST 8" 6 -9° 3'-4" 8" T-6" AREA - v FLOORS 2 - 12 x 48' OP FLOORS 3 4 5 6 - 12 x 36" NING FLOORS 7 8 9 - 12 x 24" INC #5 DOWELS --- —" FLOORS 10 II 12 - 12 x 12" OPE qINQ?- TO SLAB OA 'p W3 / LAYOUT NOTES �9 FILL CELLS x 16 . FLOORS 13 14 - N OPENING I'-0" I. DIMENSIONS SHOWN IN HALLS ARE 10in in o 1 / BE CLEAR INSIDE DIMENSIONS "'I �-- 6' x 6' CERAMIC METER ROOM - FL ORS 2 7 10 .'I TILE THIS AREA / 2. ALL ANGLES ARE 45 DEGREES PHONE & TV ROOM - FL ORS 3 q 12 14 \ \10 T a 3. WHERE SHEAR WALLS ARE OMITTED VACANT ROOM - FL ORS 5 1 ON THE I3TH AND 14TH, PROVIDE A JANITORIAL ROOM - FL OR 8 4'-0' TYPICAL PARTY WALL i 4. DIMENSIONS SHOWN LOCATING PAR11110NS ARE FROM / "ROUGH TO ROUGH" EXCEPT AS OTHERWISE NOTEJANITORS SINKD. THE LAYOUT WORK, DOORS SHALL BE LOCATEFLOOR 8 ONLY D SO TRIM DOES NOT REQUIRE CUTTING. ANY DISCREPANCIES SHALL I \ �C �� r_ZQ BE BROUGHT TO THE OWNERS ATTENTION BEFORE PROCEEDING LEGEND - IMPLIES SHEAR WALL C^_ - IMPLIES CONCRETE BLOCK WALL e' \ ELEVATOR - IMPLIES PARTITION WALL t)' SHAFT O� IFILUM0,11 WA PLANS �3 k V 6A4 6etuc eor°i4 Dt Q� `Cif►- M C r+ u_43z Y Or bt LL-t c,. s 6-xI� d � <a A O Y C c 411, o m tl t 4N , p tl fl 1 tl. it 9, A L C 0 N Y ABOVE— r 1 C;� \ \ ✓� r' 1 \ XO6 TERRACE TERRACE44 rJ` r \ n y� a . EXERCISE ROOM i _ -"�! L` -f "=='#i i�-�_ � ,4/ Xv � ei o f c, ' \` ''T ♦ `JCAjaFL..�`'�'LJG-'LE -. W TiE-4F'F-V-1 FCJGK..S- u yy�p , a y SHOWER AREA` ��_ \��" � �, sHoiwER�. ,'"G/• , GAME ROOM SOCIAL/ENTERTAINING ROOM P R E - F AA'B v a 41I "*OMEN'S TOILET 04 , Y 'All\ \ \ c1* iT �1 g c\— N /t v _ p,y Ilii / a; s y 1- j 1 , f r r � BA �oc/ \\ w MEN'S TOILE •' r A e V ( MAIL ROOM s ` _ r - - ev 4 a '•\ , a JL � a I-,ia"i a vT � ec rat �rtc. aPW { r� a O -o oe w pv O u M r N V W V W a Z V 0 m W N w N Q M z w z� N i_ r�na —In o� N t�s l r f { J •` ` . �. \ fu1ANAQER`8 OFFICE \� '�kJbLL-Gw)w ' CANOPY/BALCONY DETAILC-C;29, " —S SCALE 3/4' 1 0„^\ ` - LUM 11-5r za CA.C, PLr J GL`� — CEILING DETAIL � X• ,� a,% '\ RECESS;CEILINO. ` /,,. r ti THIS AREA To' SCALE 1'=i'-0' ul �+ GROUND 06 i 1 y FLOOR PUBLIC AREAS / L 0' B B Y 1' SCALE- 1/4 = 1'-0' 1 r O 7A rYPV r;e NOTE VIrl\9N5f0tAS St%oWN iN NAI.LS Aw-E 0trncfA5l0NS 5N0NH LOCa'rl�7 ?W&71Tf00as AIM FMa/n ®.. a.. + _ - i• f i » t n f a f1 TO i'�C Ci.GA4. iN4, of•- D.+/A K.NSi4t+L - 'iROI\ N To Rou N`EX<Fp-T A5 QrkA3L .Vl11K NO-TEO, TH+6 z'-9"'-�" 2 -'1' 2 Cplf 11 'bhl ra 1> - Ii t? L - i '_ Z �" 3'-6" 2 �" ti c 4 Zt4G GeS,N� P.✓64R � CJ {SEF S„t~: 1. /. 02 LOG6T,aV OF'. /.. CANOPY DETAIL SCALE: 3/4'=1'-0" BALCONY ABOVE ALL Ak4ry LL.S AlaiL 4SU C0NTMn<Tg2 5Hn.L,, f.GXa 2t'i1n{h'j (3 THE LnyouT WORK. TJoo¢5 SNnLL. Pj.}L LOCATCp 50 T2f/r, AOG> NOT TZROIJi2P, C.Y1T-fIHCt, ?N( JISG 4GpAN G16S 5HALL P.-+F_ T�MO!Jr WV To TNrx Ow"am'S ATTCNTION 16E.fo¢.0. pR OG &!'i3OlNCq, rok 1 z nR Md CANOPY PARAPET ABOVE i ^y ,: 'l mm�% �"4� �K 1 1 I {' �:•v'. n � "n e J'"..I A �r..Ei, � fit. . PPxx u I,ISiINP�114 Mp{t�11, I���r+eyvl CYI �ISl�'�..h '4 ... .lY ry �o nv.^i i. ea 5 Kul btr3,"�i, Nz al. a'tr�w.JN�s:,dsa.`t�. the u�1).'e�P'r%F0.uw�iktt lj�rmv. mieE. I:; v. K r.. d r ELEVATf©N . I , r f lA •� i g _ �. � ( " � �� iJ k "� a x a ' ,y ✓ ,, s s t AMWX °W a YA� ai+j � ,V •e :'�R R � '� C: �'� t�� � $ x°9 "p : tl-3s2i3nId 99 T" A WO-09 604 SNOIIVA913 .(}"d • .�%n .4 2H9W(1P'a ONOV9 W-4 36V NNeOHS SNOUVATT; �� ��� ffl' rp' 3tON bs Y U ti! O tl d ,1990'1 ,0-.0 I �l}C�71�1lIy t�Cc._ Ito �STu PLAN SCALE 1 1/2'=1'-0' ,... qr t,�c>r�,; tt.CJ� ism I to I I l �L.t'�✓�Y(�l �s.L Jp-('IC.hJY".I�iZi_ {;. in A/C UNIT - -'\ I A F t I P s t a „ h f, f F k yi k rtAf a14, ✓� ` YS • JY F f M } , 4� A. .. _ .. - Y� f L � `r N� � 4. �. �a rv^ hk 'OaX`An .mkt � 5" 4�1a '"R � •l .. of ,� 3t .�` ' . •. .� s J C i� { {" „s --- /��''pr �? ut u . knit au to c'L ..i/4, i v 2 T I�Jocn_a P,Uc tE. _ r : � r- t TT At..l+ � c+ , c# ( .. t _�! �,�. L�J j'G?.:�C, �.t7 ttJ 1i.1 t+L L- P,a 7— h 4 kA-.' '�j _}.�. � _ -.-. _ _ . � I � . � r_� � � 1--� �� 1--. � ( t, `\ r x..,��t 1 y'W4. f O14 T La Er U P I j0. L U 1-1 UJ t ti ocaW - 1 1, , STAIR HAND AID DETAIL 11 STAIR :. TODETAIL —SCALE HALF FULL SIZE SCALE 3/4' V-0"Am :i i 1 j �..._.�_ y_. __ ?:.. _.r w( 41 Ah,ap 2.A1L' i- j �. � �LL.►f'IIP.lUf1 ['...J�1L �'-.__._.-'j m t., le- t�L-E h'T 47o L to Pct E- r_A c ntic hJL_L_ (� {`X-C P.T PL32 `dTn.tlog 1e' S i t j4 t.. - C4, G2 s4 � 1 r-� Pa AAv cc S'. l F f ks {..J fyLr 6yAfiy ': �tuccc \\ tl r k a wi r L s � ..� i L.. � '}:,a I 1...✓+� W� � fir. K... a � WV ftoU ^ " NN w rLl +♦ Y _ k fir•♦ tl+ l L •y p OUR HEA�tt Y 1il- n � Q � # / t.1 ! 1 co s > g i✓- r r ♦. � fil awn g ,f o� �m �M I w 'J AM dt r °ry W vi Aga Ulf BASE 3 Y p V �k r SLIDING ^ GLASS DOOR DETAILS � OR JAM14 'SCALE ���1 0 Om i.. i 1 j + •Y r 5 I, 1 l 1 1 I I to f ,4 I i ii #2_41 -.,.S:H 0 W E R DR" ` fl R. D R-�. II T f E t I -._ tF ,- a I i 1 �It I 1111�, ___ " pp --' ,- S` .1 r� T E c � �'rM �� A�st #�" 1� �PwEer A�c� rNRrb nr^(T4 LE � �#G TRADE41NDS MASTER BATH _ lFIXTURE & ACCESSORIES _ ,MOUNTING HEIGHTS G , (A11 Dimensions are from Finished F:o,r r,' Elevations) Toilet Paper Holders: 1'-6" to cen er line II� E M 1vX28 cer. 1 p Towel gars (Not in Shower & T10 -s fc ) : I MIRROR E- - MC M► I{11013 ( �'-b" to center .i e of bar. 114"X IS' ( �, Towel Hars in Shower & Tuo Areas: 5'-C" to center line of bar. Medicine ,-aoinets: 4'-011 to 3ottom of -i0'` i F .---- T 13 1 Cabinet. I _.._. .- Soap Dishes in Showers: 3'-6" to center k t line of Dish. , - F1; Soap Dishes in Tubs: 2'-0" to center line - of Dish. r Shower Control Valves: 3'-6 to center line J tIx I of controls. - f j Shower Heads (All): 6'-2" to center line of Head. r_-- —--T rr Tub Control Valves: 2'-0" to center line ofEil --- L -} W' Controls. Tub Spouts: 1'-®' to center line of Spout, y ' Vanity Tops: 2'-611 to Top of Vanity. k Mirrors: 6'-2 to Top of Mirror. a { i " l) Elevations shown are I T, of one individual a r - 1 a t , _ I ment of each type, Half .Y�e apartment bath MC,'-T---� I pf the x 1 . ! ` - -I f t r elevations will be as �16,X 1 T � f--- MIR�i�R �+� --�1 2s r� shown; half will be „. f r 6„ $„ Z, �„ K, I s`t reversed. _ q ,e. I, 1 T 1 P) All ceiling heights ------ — ` +� p are P-0" except where E + - + TPHotherwise noted. i -_ f . _ __ I + rT + / !t T TRADEWINDS o I 0 fi +� -MC. �--" M`tR R 4 47 NTH Q s+C�s+`�€n rta+r+al ✓gEsr 4Iem .ate rays e9r�t11 EN of GIEVA,-Il10 TILE 9#loweR D!R - 4 f � SD Lj 2 3 SCHOONER GUEST BATH ® qM,rcr., coLE vr�am• � Wr�ire �v AJ=,To" otir N( IWEH r(alaF `EcAnw it (1�__ I t MC SHOWER DR "-, -- I MIF ROR �-. - -- 4 -- --i-� I -.... �. } 3 Qi n nesr> +o voc NaCJEfl r,J �j,,J0Wa A� C, TU" .,M,fiiaP PASSPORT MASTER BAT H i� �rw vF sW 'tiGF ark rs 3WEIR 2 3 4 PASSPORT GUEST BATH � �� T" Xt7�- r� ENFG '40rbMiC T 0 } & dj w , cA fl[ W w H a o o o a ® M LLM V LU n o =Q V � wnUf N Q W M Z.; n� v La y . Y AAft N OM ■ ao°v HIGH caa, MI 7-77 TRANSLUCENT PANELS r PANELS - METAL TRIM METAL TRACK - $!<' X 1 1!2' CHANNELS -!-70 TRANSLUCENT / lit' DRYWALL '16' HIGH OAS - PANELS _- COUNTER TOP 24' WIDE COUNTER � fff /J� SEAM � TOP BELOW ZMETAL CORNER TRIM E--- -- KITCHEN WINDOW NgN I DRAPERY POCKET DETAIL UPPER CABINET DETAIL AT 45 ANGLE SCALE 1°•1'-0' ILilia o a < h S" X2, 4'+A/C DUCT LMTL. TRACK LUMINOUS CLG. TOP .ACOUSTIC SPR 3/4' X 1 1/2' AT 12' ON CE AY CHANNELS N ER - PASSPORT A/C DUCT & CAB. DETAILS SCALE r 1 1/2' i'-O' T If 1) Elevations shown are ` of one individual apart- ment of each type. Half - - of the apartment bath r elevations will be as y' t I -'..S D t. shown; half will be — -_To reversed. t ✓_.,� - .., T 2') All, ceiling heights are 7'-0" except where otherwise noted. - SPINNAKER ' GUEST BATH a 7-:77 lap l J r �. — - -- -- i SPINNAKER MASTER BATH BATH ELEVATIONS 1/2 1 -O" sty DJ. GLASS LVES W/ NDED EDGES L_LS*AI L Lea -- _ ICROWAV __ �{ WJ HOOD -+1 � SPACE -- REF SPACE: — _--- + =� RANGE `i SPACE + ,DISH + fASHER SPACE 9 KITCHEN CABINET CONSTRUCTION NOTES WIRROF; ALL CABINET WORK SMALL CONFORM TO AWI r i 400 CUSTOM CABINET SPECIFICATIONS A D J 1 GLASS 1) ease cab;.net Dinansfons y !I azAE L V � S W / All Base Cabinet counter tops for �/ i iOI EDGES kitchen & bar Cabinets will be 3'-O" RUND above finished floor, r All back splashes shall be 4" high. -- -- All toe spaces shall be 4" high and ti 3" deep. 1: t _ _ All drawers shall be 5' dear inside depth. m 2) Upper Cabinet Diensions Above refrigerators 1'-0" high Above range hoods 1'-6• high Above kitchen sink 1'-3" high All others 2'-6" high Ali upper cabinets to be mounted 71- O• above finished floor to top of cabinet. + I +�ww! + 3) Appliance Openings { Refrigerator width�.,,0• Range hood width f�• Range width - ��6• Dishwasher width 2.-0.k 4) For Dimensions see 1/4"floor plans BAR 4_ t_1�MII,Ir.,t1a GLca #-_ t K =�Y -4. + + + 4- 2 TRADEWINDS KITCHEN _+ + ICROWAV W/ HOOD -= + + SPACE SgHOONER ' KITCHEN 4 F ; RANGE � + _ { SPACE L_ LI °+ J I(I --A + E F 8-..P A C E - I ICROWAV W/ HOOD SPACE y RANGE SPACE i + REF SPACE 3 J, - + -- + -- -- - ----+ -- F DISH WASHER SPACE 1 s 1 2 PASSPORT KITCHEN � � 1.uN11Uat� cry +I+ - r' ICROWAVI — - -.. - 1 j + SPACE + I j +I` 1 A V. I 1� l_. I# I I ; RANGE; +, SPACE ! f I 3 I )y L-U M I N W u aj 'L L.ej + + + + + Lki LVMIn.•IOUS Gl-Cj,----� 4- -+- vPE,..I 2 3 4 SPINNAKERIslr' .... �......«au:.a.v.�rvrv..mmu+onrnm,:.wvma.'..+w. , _..�._.... ........._..-....,.. .._ _�...,.,..�. ... ...�.., ., _.... r.. _.,am+n.!'a�u...v....�u. ..-..uw.w..r+,...��r�T+bw+w xe m.+ nu.. �:. v:.ner., YM1N:'.4'i^.••w.......u.. aw.nw r -.w«w. _ ..,,m.vnen.-.. +.m.+.w.v.mwrs..+,y.wv.+m KITCHEN ELEVATIONS 1/2".1'-O" i G f -y -Z r rm ,p w Y tl1 z 4 Q as a , i 0 t �x �! W _ w y dft a. 1 ail ow SHEET ,NUMBER A 1 A OF `20 77 it p _ AGPU5TYG -TILE CA-C'.....,1TlC. TI><� Gi- Y i n s nc ru 4 ,- . _ III i � !�� N c _—�----"- � '! � � �r V � iil �� �I' �'��� it ' � � " yy � �; �I. I f i jl� � I �55�D cl:cT: -- sae'c ��•s�o cr..c�. � I f { I , T 0 1 2 LOBBY °° co <tr. AC,�)IJt`.'7j m_ TIy,.S G:.r$7r _„ A -It, 7,.14v71L TILP. 4V-•t' �„ 1 O oe E Ik rI f i r I r : : C Vj CE9A11C TILE TOP CEKAMC TLE TOP m.� 1 I t 1 2 1 2 Lu ta It 111 I III a na '� �, Tr> C � p Jill1 i CERAhIC Iif TOP ` _ it�I Z o oIII a Liu • i _' �I crw� Tops' ILo " �ik oM I, 3 SOCIAL/ENTERTAINING ROOM 4 3 BAR 4 r TE it --- -... _. -- -- Tw- Ty._. L. L-- _�:i-. _ ---..j Oee.nmr `'rx,>Z� ._.- — N.G,�u`..x'•� -:� E G,a..g..; —Atcau et.. Tl�.ta �c..t. I " r. f I f lit r , IY t � t I 9 1 2 2 g MAIL ROOM GAME ROOM T TILE f L A u( �ii`t_�' L i" ;.p 7 11...1 9!a - -. I F �G 'c.-�8 rL I; Q r _...___ - -a _ f e i O. r • IA i + i k I - -:- - a 2 EXERCISE ROOM 4 1 SAUNA/SHOWER 2 I ;- 4.[...,. , -. r +...a L? GL�i-� is{P, IbL3. G.>..+,'7 G 1'P• ?r l?. 6h S ^1 GYP, 'RtaC G4G.'"'j. C„"i♦. I. , t. r l { { 6+ +� t': ,_: _.r , .i:.-} t. p:i is _'_ _. ;.._.. . l i j. - , f ! I JJ � t-• i , -� }.+.. ,.� _..1_f '.1 -t-f `"l�-} _ 'i-a-.--.-... i , .. _ _ - `....t^ �.}. - �.r 1.... :. +�.+ �I a �-t..}. +--r-.-.t-. 440x 90 �� A5TIG LN`A•it : , ,_� _ _ I Y�� �,; ,- _,.,,� F+- ,_ �.�, :>, .�? :a, F j. Tc r, PL r Iza e.: , . I' �: t-F , r PLASTIC _._ _.. , n ran �1 II t PLASTIC LAMA r. .Y. t i _ , � a « t . � z- tOP AND EDGE 1 I, + _ _ I - { I 70P i r s _'i ` "._, _. .- f r. P' t+a:2aa Z EDGE I tt -- t:_ ....} r.:, .7- -i 4-.-r-, -.i . ; _.r.. _: ,. {..`I +;-6 ..I- ': - :•} t. _tf a i -a_ -> .-i--:. _iL- -+ R - 5HE E7 i ea 2 3 4 NUMBER _ — 'WOMEN S TOILETS MEWS TOILET A _ - _ _ _ _ r , _. _ . __. F,2 0 � FOR P AE ELEVATIONS 1 /4 r u _ 1 -Q Y s �k / AY® We � F Y CT Z 4� i jfil %u,r tryT } r !i I r—, DOOR SCHEDULE OPanfr *1711 _TrflchoritlfELkv, TYFC W,&ME {Y *rjiFr4.Te NPWIAle-Ks . A • A ALNrj ALHh �'EA �APEF T(pE /7.1®E i4 }enMssarf - ? rE" 4r P. r '� n' J- 6 • 16 ALNr1 ,A LN�+j K.__-:Tlre;rrtJr -----/111vfGJ4+lrsTan, '-° E1 G•6 A N AL•N r • M•C rEfrA / K/.�Ign - ---- • N T tr�MVEKs 1-t-t I'K . ,ew• • 1 •a• i $' -._... r.�.r.� A-LNI A rtr'+1. 1•,i F" I.l l .1��41t "+ie K'EE � �i �; _ 5 ti' n a b' 1 $� a, • � Llnar� E+rT � r�. -Frs z s i l�s dr r•ATc� L AN► VE E.EIC �I - 4 3 a v �' •A -.. I 'mot E E.-- A�Hr-� ALMNj. YES FN1.1. L�N�/EI[ii. lt�I�tIEeT •ssRCE1J m r . _ ., _ - - OI -_ -- - 7' Q + G 4" j spb. fi•Le;, r1w"ro OTC I Inr.o as or c• LA'AA Va to IF y z W _r i ___.._ _--- --- -- -- --- _ ----- -- ------ - - ----_ _.-------------- F- 3 Y % d E., r?. F 5 i i I I Oj c h '( AelOr P Ai, 6. - $t m x _ I b I %v Pr ' G' b' j. "' 4 4 A sw I t tf a W 4.4 finarotEvr , 61e00 a 7. s I.ANAN k/ENEEr e C.W i I - a' G'•b" J4 binmo d rl' is IV? Jr !P a a f - -- -- -- ------ . _ .. - --- ---'- -- - __ r -t F•F Y t1 3'_"__' �__'. __.... - - Isvv "(Es Li Jrrrrr svr� . oeEa cE % A•4z LAHa.1' JEIJ" �r _. --_- - I? ? . g + G b i 'bb ti•4 MASan7OTC W#Vvo i op �llnt-i snKC RE-J� op --- _ �- F - _-- _ - d I+fA4n1�1rE L�nno Nn L�nLln� es°rL'E �+RE�H�.J4 , o [ A -A �-Pa G-G D-D E- E F-F u A --- __-._ ---_ __�_ -_. _.m,- TH;n;:K26.v [•:.n Ss -�a.rn pCrs.cv C=' , T./n PFwc, qLc sS --. i TtxuS, 1 2txvRra.Se.G KA\VNECK 350 - - i b• K•k r�Aan TE I.Inno an d s. Pncl[raT+LIVII�a r,•N, KA\VN5VK 7,000 ,:.h., __- 15--_.__._.- 12 b G _.p•-._._ 1 b,y K° K I'iA4(r�ITE t„Irxrp L4A a�.c Pf{rET sLt ral�/S .. .. J � _ .S•c, rjA,•nt.(tTE 7 a' 1 ?�4 L. 17r-ri�AL,L $ N.A lAHV61CC0 �I, FnLC? * > -. ( -_1 r -�( I. I f _ ' _ I. 111 ', tb 4' ,b' G . b • j "D • r"� h1nn R7 ; vet -ALL;-. NA LnNVCCEt7 yl, FnLv Q' (1 A oc I j {t i - I G', ; ;�� 1 ! r ,.! , I ,i II ,� 7a L'' b' j °�b• i:�ne�ra } 7 ALL NA 'Ih CaHv�rrE� �'i 4^( PSI FPL� *4 r1 - -► i �� - +- ! f__ I n Rr1 L A LnHVEcEr+ bl•FeLr� L ..- 1.•--• f ' I � 4'. A" G '}7 - j 4�7 L � nP� 2 7r A A Pq"firt 7 61 FLO 1if try. r1 Li170-V P-WylJALL tVA lnnvElrev 511"OL' �o _ ( t t Y La. 1..7/TEr•'IrErEr� �,1p,4�. ov _ ALAIAL NM E♦ -sLIVUjF F 4+t,. GPVIM __..__.- _ < - � _� -j � A Y b "P ' 1 ICY � P AAAAA�N• , A�Nr•+� �� I M Y Y • 1. Y JM LL I MI L-L ;P•, JA N-N r_5 zo-• D d • b o^ jib- r�•R A qvl A4NPt TE'./n }'----- Ir•Ir PLNr'1LNI-1, TEFS „ Y a - !- ;tl'., __ _ _ - ?b- °a1b"' ao'' ;-" -1_61 •' n_8' • ' 1N-- CL -nr J ...-. -----y- -+-► - - F r�r -( '- - vFnL rn44 cnrr _r t-10M �1. S-IFT-WE-E ----A-1l-"�-- - - Vw Fit,L�LDOOR TYPES vtO)-L ,n0 r ~, QTjT �I V.4. 4•G oe-m C �. ae-W so LAA&IJ AE EEC ANN W 0 3I Y L'. b. ( 3 . I -- ' c ^lnnv EVT. tJ,rl. �(Er °s.c I t JK rA?Ev L�+KArJy ITEE�r --- -- le- le r1Awr) TE _LJmmo - nra d•c f;I �Illnn e, _ __ _ N•YI to Pt m t.}nn0' an FrEr�I+ t- -- --- - --- _ _ !' I I ' E -f _ -.---_ - _ ?',' • G''8+' 1 * K•I[ r!A4nlf. l'(E .14an� an tJ.t pr+c<r E'(' •f LlDlr}�:, u y' �� .- r_ bS: 1 .Q L b 1 ''b E • E nn� de tL,JAL n LAwVEKEra W r �. ? �' (.' f} f EIQ• E E': I�sav (.�niw I1n p"LL LpNJEt+s f.� 'A"`PA4TW m" I[LE PormL '4j A•r7 'T T U- U . _ -.- . _ _.. - - -- - Q Q 1 [ L + 4 /' I --- � F- - ,jAd&nN"!E Llrrn s r�c 3.a Z 4 •B' i '47 E • E - -M-t�- t - F , ,. `�._t�-'" '__L"_•�. 9 nar7 n� tv : LL %/f 1.f:A[PN ftpr �SAGF viTa 4.._ A• 1? `^ °" I ROOM FINISH SCHEDULE- 5 PACE ?_a ;,::5 Y� SE vt, 4 vr.L Ftr. �CEIL!N1 CL4.FtN• NT. RE1A� KS -nu�:< I •• -- O�Y Wa•� LiviN4 F2oofA5 Vvobo C'. ' - i -_ ��.•` I..".-. 1/P..LV. yA.fNT EX Q.GONC A<. Sp2 h-Y . ICbW N€.F2!O_j, ! / I, I71NINy 1ZOC/n5 U 11 IT It ' „ __ ... _._ + � {F y P. G�N�. Ac sp2AY 8 O APT. E-1 I /A4.5`rviz PTjEs> zoc,A5 It II� iI q _.._._,_..j,... __-.:..� _... I EXP' Gnu c, A<.SPILay Fj-O' I A /A. � E,sn vr-xwots II I u , Ita O" __.._._._.,..-...._..-..,..__.. -. It F1ALL5 rl 11 It 11 Gy P- A. D. 17A1N7 T'_ O 1 I KAW Nr ro GO-- ,.,. k _ CAULV_ I. FOYERS It it ONE rL. 60 -'7oI _. _. �.._.,� �y I. u n Gyp. P.ad ry !. LA , -.. ., ty R.C.t_o55..,5 a If } It EX P. GrNG. A<. 1Yjl"j b^O +r'•A`-1, o,"ra..e2t 9oaic occ.>•a--.r/4Yr'Co E - 4 D Q R' ' S S DETAIL _ _ _-_ _, _ ___ __ __ __-- -_- $ATH G"nC?/AS cE2 'T '; :_E GER. TI i. F_ � _ -_.-.- 4Y.P.80%TI r. q 4YP. 53v pnlnlT 7-a SCAL D 3/4' 1'0° YnNITIES CONCIZ&7E WOOD qYP" 15V It GYP- ao n �'-o la Er� _. --.. - __ -- _ ..___:____.__..�._. _ -- - -2 Kt7cgENS a it it p LuIAtNOl15 P71NTA16OVE i' O 'PiREeiLFAST A2ff,A5 It tl n a Ex P. caNc. Ac.. 59v_Ay $-0 - w�.0 GLQ>E'7 II 11 It II F-Ap. CONC. t_C, "5PILmY 8-O "t V4114-. 4,1C <LDSIi.TS It II !1 It , E%P. „ON C. AC, Srr+AY 8'O $TA12W H-LL,4 CpN C.2R-TE .NONE $KUA CO,% PaI.NT Ex F. GUN G. PAtNT A41451 :CONC. Wp.LI41 _ --`-- It - it �Ta)c...cc! :n STucco ?hINT tg-1"+' TILE(9':Wr2i T05E4yarnlT APYS, _,_ ' E-3 �-.�-'-. �"� 1 woo P21VA"fE Y_a6 LCGN44$ 11. TO )t 11 11 I f Sj4 Fr», as f3u T2A514 CUUTE VESTIr3ULKI I! It n r1 1 - I -.-• Trzl"5FCIRs'hE.2' VAUI:75 If It Px V. l5LC. It It q 8-O. •rY.. ». E - 5 i _ - - p I 'VjV' 5t~,Af, 4 :. IAIi-rcm Room-$ 11 11 ExP. SLV:. ❑ It It 8;_ W 9 _ .__ 60-10 ; _ --- 4 O Ifi'x 1I/1„ F+5,, • 2><StaG»T. SToun,E rtC,o/ng a u 6xP. 'PaUu-. n n u 8'-0;' ENTRANCE DETAILS CONGCL;TE n1ANE Sr IU CO AT PAINT Fx p. CONt. PANT 11_O' �iET GiLn55 1 rLLT� !. ____-__.__-_.CD - 1 ,- %AW NinO4V Lit LSTO2AG it II PJ'LK. 11 @. '�xP� II II SCALE: 3°=1'-0 T Q .'3�'� IN510E % ' 'RES{L"�(E IA <JTo tLA.. C• 4t�uMb LpatL- _ �4 F ft n EKp. avrK.. u n n o' I I 2ye�-¢.ou w3:a. vc. 1.ot.�se�i Ma[gL.� \VooQ 4vP. FSD. a AcouS.PoNc.c F&eTo2Y 9-0" 1 1. I .. /`-�, '✓?�$,'./n4 6L 3TUb .---_.. lAAnl.A.G ELL°5 OFEIG.E CONCTZ.6.TE WOOp r! q Acn US. Vfi.NEt, ;� cg'_o'• , j ) `5Totzr jer>HT MaIL:': aorh TtLt. 1,. It. u n If T q It6.Lt5 �C`EOUN O f'I..DGIL pU¢L+C Q2F! S� MAKf3l6Y If It 11 ' ♦WY1�' V rY' D`E 1 AII_ 3"_.I .On TO)Lff.T �L.$ 1661L6.5 T'IL@ If 11,I T ',I s :f.�-Z.- d' stoE TOILETS Cr..Q.TtLrL CF_CZ, TILE CELZ. TIL(t, - li 1 i.,. '. - ,e C{4/n 5:.fY.OdlA CONC.¢¢`re >VOOD 4YP. I'-a6. PAI NT Ar1JUS. PANfi,I EActo 2y QI_p" ! -_ _ 4YP. 6L° It n tl 9' o" t �nuNA EZ.TIL� fx LE MaoD woeo 710, .. '.. ....... .', ' , ... • /�,.�\� �� //-�-. \\ -� 1 /., S6C.IAL (S NT E2TAfN ll.i ft ♦"LAO .\ GONGF,ETE. WOOL L'IY i, 'Pa D. PA 1.N'[ 0.GOtf4. PPNEt FAGTOR`I �.'-dl } `. ✓ / oc O! +la Q. cpN C26-i E. YJ aa13 U it r Il •,�I- S--TOME-flu T:. CiLSAJL "61 .W r - _ '" '' l'RPNSFO I7JA&Q. F.C.+A/h IT NONE ExP°•gLlc n Ex co»c, P•t•rN 'T` < r:; :.. _!i\. ,4.'. a, b,-" �;." •;. <a1ZE.ALu/N: {1t i3Ci LE- A4q lA..SINGL£-Ll U.nA f,. AL15/n«S,NG LK-NU»!p 5E.4 pETAtLS \VOOL'> FR4/n £.. -S/Q. Ts/Ap.- Q i/�•jE+n.P. P: '(.. -I f _. LA5S .._� �- � / 4 G Ss ,.:' lA EcuAI.fIG�L �QiStP/A�N'C tzo✓/n u. NONE ExP. 5-K 11 Gxp. Co»c. Pa1NT tI' -o" F`r afn. YaI x owRaN: tArq cm"GnrnLcrG S•?O2hGE. u wol+tlt. IPx P. E L�.V n.TD R_ /%V>CNiNE R•00(+. CON C2ETE NC,NE 6xp, 5u< P61NT rskQ'. CONC. PAIN'( 9- OY t CHEDULE:' �� h{F.CiiANIG ALY ROOM II MONi: E71 i%. F3 L-lG li ExP. COIIG. VaINT 8'-9'• ' I - I swEer _-: [j•' Ru NA ✓N c� laa G:'�.. ' 4.�b„rte>!ll•c�.. wl� p, -Z r L.S r_,e a... T;Lag i. A T ILe. -"� {�. t•;..�. fat a T 7'- 0" N U M B E .. SCALE n �^ ONL : : r� `z , �I � V T 1:.loWEN t >. m mp x � qx r a v, t 1 fWill r 7 a M g�savre�.aa 2 A r �F _ yy Y 4 m f: t ;411 r i l li IIIIIm I �S` LINE OF BALCONY ABOV ♦ Q , o« � / �'* '�, t �`;� � fir ,� 4t t I d a CENTERLINES OF COLUMNS AT GRID LINES 6-A, 7-A„ 9-A17-A, 19-Aa & 21-A ARE 2 ` INSIDE LIN, Am co ..0 \ ,% F, � � � +� �`/W^V,A 1'~ ✓��j'"y �,1 ( • t'��\,.-� «... 4'p`,\ ( `� "\ �, p, ;.' c,.�` �Q - � h j v� i ti,,. r air • I (�. " �. t" ,.,/ , ' i�' ..t a .., J ♦ , \ ✓Q � �,f ., �7 •rc„ i 1 , �� V /`ruJ 2o'•W vim „ IO o T ,� ; WALL. CP. TY G�J V� r ,( SEE 5�GT S _ ,�, \ � v y , —111 OAK �`' �' `%<'�l k �► I 3�� j �:�° \\ X, �+ ?/ kAh e + 00 y* `ag'r� ,� / i � ! ; /"�Q ' r�^ i 1'1►. / .,�D d i i j Q � I � � � `y `� � //',^ / �. \.- \ ,\ /�",:• �.3, ll�, *,;'' ' ` I i � r /�. c`.��y ♦ 1 S jJj ) r « ,\,\ r',a , % \/ a/ ✓�j '� '',..\ , (� �, ' I.Q f ._{.iy/'-.f�'\i[ / Q\'••D.,f.. �3\ / �i\, P /Vf• j. A, , t1� :� P2 Fa Le tt v ' It 44 \V / J fi \ PIG6 t3 firs � \ �@+ % . ;�'i�� ,..> -' �.•{� '' ,,.' (� "" -y, r ,\ °�,.� r--->�' \ i � q.. h.► C"J f---,, �\ � fit. i \ ply ♦ " < \ / \ \r( Q \� to • \,(/ Via,, ,� •.. a 3 . y ,r� gyp`.. { �' ",, ,, ,}'Y ���'"'+. ` .� ` { - '% ! 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AIRiw 5 4.- s: _ .i :`�:, Y;3 4 t,.;Y'Y+;aXrr rm Ju,��:i.. dFa lo. , . ;m�„. ` ...fie„�:i ,b _ ; _ .>. ,. ��. M 9 ,t- ::u„� � .... �' �. ;�, . _'s � �?*�{d�; ..a k ,a .:a;� ? N.J `'..:, . S ,,. .. _.................... .. .:,, ^r", .. FLORIDA i I,,,, a° I:. ui 5 sift uj 3 all �u w G / tl\ SHE ET I NUMBER � 1 s or I 0 Z_ H E>07 - Ir 'T T lie j _A ------ t CAR P2 C A P P3 CAP P4 0 = 34" 0 = 3 4" D = 34" tit tst LJ M 25 E A A4 CC) - -A N1 t4 Ltd ai L%r I:ZT, ;Ze I tiF. il r— t-, -� F c-opvv,� I= Q 5 L E1 0 (yi F_ L 5- 5 9 E F'', A 4 r! i_ L5 C-AP E N7 7 PILE v_Lwl-4r�TH vfmT .Rsl14F. T:k S EAI A;2, �4 G C;4�7> 7 *y 21 r= first iP. =5 TYPICAL PILE: CAP DETAIL C,0 N r� \N A L TO 3Fzfl F= L Oxtc�q,�,2 4t 44 ve;Z_T 47 a PILIF CAP" BE?ONO) -7 TALAWOUt-40; e- TYP PIT WALL ZEINF. a. 414c lo`o� Hoiz_ '5 c I'Z V rzvLV_T. f. 5u 0A p 4-*4 r-_A SID e -,j OF 6�.;mp S ECTiON A S 2 i;_, 1/ 2 " = 1"-a,! j GRADE BEAM SCHEDULE REINFORCEMENT MARK TOP ELEV. SIZE REMARKS E30TTOM TOP 0 5 STIRRUPS I- *24,, lz - s-*a 4910'4-,E,t SAL.& le.. P6 a' 3 -*7 e tOlo c 7H RWOUT 2 1$ -*7 E., 5AL f I S'or_ p<:7 el 5 V-7* 3 a -to p cv 5 ;m I OV S4" oz-*& 04 - #4'-' e'18" r. THW.UOLIT r7l's B 7 NOT PG fill Ciro to". ES� E�A L Cz fS",r_ Hsi. '70P BACS !!­4 FLEV PIT VIVALt. F� E�q 1'- -7 4 TH cw o u T IZ�x IZ4� b 4 10�1,cE-E , LA loc- 51 1 11 V- 7" IV x so VZOac -r H R U 0 UT 10-T I QRU PS SPACED MOM P I LE To P I L 8 . THIIZILIOUT s5* 45 S5 e 16 lrw9zuouT 2.*5 cwmT, a mto- DEPTH cv 5 oz- + 1,- 5" 6 Ao z 41 e leoc THrzUOUT DITTO 5 121, OZq 2-Oro (0, tear- THiZuouT 16" IZ *7 G"o> Tw;zuouT rouat WITAELeV. 0�0"FLOO►M SI.A 5 PILE CAP DETAILS G 5 5 0,0 01-0 to J'Z"A IV 1&' s 1-` 7 7 C- If," 7. -rI4xuou-1 TWiZLIOUT P I TTO' 1) t TTO' F 0 U N 0 AT 1 0 N N 0 T I- S GF + 1,-50 a A 17 t TI4tZUOUT I ALL PILES SHALL BE I o4 ' DIAMETER AUGER , T 'r)NLRE T C PILE`; R Csm,JMIAD IN THE GEOTECHNICAL INVESTIGATION REPORT Pj,,[r,�,PJD BY HENOIK % tN'GfNir - SING INC. +1 . 1-7 s -*a /7. - iL I -rHl2_,Jou-r j 7ol' 5AR5 IS 10,4TEIZIOR FAGS Olm COL-, DATED DEC. 8. 1987. PILE LENGTH(� fiO4,,7 H TERMINED 8Y C AS DEFINED IN THE GfOTECHNICAL INVESTIGATION 0 PROVIDE A `.P,''f Iil`ARIN', CAPACITY &�x z tOl' OP 5�vl. 5LOP135 'TO F*L-L=W OF 80 TON'; AN!, AN UPLIFT CAPACITY OF li: 'ON$ FOR PILES {,Ctp',"14G SHEAR WALLS. --->M ,�F STAIR SL-N TEST PROCED'ut4i' SHALL OF IN CONFORMANCE WtIH ASTM D-111,? N�, A`114 D-3689 FOR AXIAL AND TEN�!LE LOADS RESPECTIVELY. TESTS SHALL BE PEAT JNER THE DTR- ECTTOM Or THE ,EOTECHNI'CAL ENGINEER AND BE CONTTNUOUSL' mONIT,`RLD. RECORDS SMALL BE MAINTAINED FOR ALL STEPS Of THE TEST PILE INrTi-:i;'If_lN AND TESTING PROCEDURE. 7. ALL PILE CAPS SHALL BE CENTERED UNDER THE COLUMNS UNLESS OTHF�WJSE INDICATED. ,,ov iT H C.43 4 GRADE BEAM NOTES,., I. GRADE BEAMS DESIGNATED ' PGB ' SHALL BE POURED MONOLITHIC WITH PILE CAPS 2. STIRRUP SPACING FOR 'PGO' GRADE BEAMS STARTS AT PACE OF PILE CAP EXCEPT FOR PG8 11 WHICH ARE SPACED PILE TO PILE. 3 - UNLESS NOTED OTHERWISE, GRADE BEAM BOTTOM BARS SHALL TERMINATE 6"PASTCENT- ERLTNE OF OF PfLE CAP; TOP BARS SHALL BE TERMINATED WITH A STD, 90 DEGREE HOOK AT 6- ± PAST CENTERLfNE OF PPLECAP. 4 ALL BE CONCRETE COVER OVER STIRRUPS I N GRADE BEAMS SHALL 2" TOP & $11DES; 311BOTT. 5. UNLESS OTHERWISE SHOWN. PROVIDE # 4 DOWELS 4 24,,o.c. FROM GRADE BEAM TO FLOOR SLAB. TOP OF DOWEL SHALL BE A STD. 90 DEGREE HOOK LOCATED I" CLEAR OF TOP OF FLOOR SLAB. EMBED DOWELS 12" MIN. INTO GRADE BEAMS. 111111 p il 11 6, WHERE TOP OF PILE CAP IS BELOW THE SOFFIT OF THE GRADE BEAM TO BE SUPPORTED, DROP THE BOTTOM OF THE BEAM TO BEAR DIRECTLY, ON,THE PILE CAP. its t0;., *4 To rat= s. , A ta 10 �i:� AZL LAP Holzlz V-.�ALL P-15INP. IX, -,r- J11 15 6AM E A5 TYP, CAF F 3. Ei r-4 F- PLAN- PILE CAP AT COL. CAA_)" I/ 4!'= 1 *- 0 7 - — '7771F77--,� -7 -- -7777r � GENERAL NOTES 1. STRUCTURAL DRAWINGS SHALL BE WORKED TOGETHER WITH ARCHITECTURAL, MECHANICA.L TUB A L' M IC H AN 'C Ai ELECTRICAL DRAWINGS TO LOCATE RECESSED SLABS, SLOPES, DRAINS, REGLETS, OU G 0 T TT__' 11 _ - BOLT SETTINGS, OPENINGS, ETC. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATT_ ENTION OF THE ARCHYTECT BEFORE PROCEEDING VI-H THE ItOPK. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. ALL CONCRETE SHALL TEST 4000 PSI. COMPRESSION AT AGE 28 DA?S EXCEPT CONCRETE', FOR PILE CAPS AND GRADE BEAMS WHICH SHALL TEST 3000 PSI. MIN, 4. REINFORCING STEEL SHALL BE DEFORMED BARS OF I-r-W 3ILLET STEEL ASTM A615, GRADE 60. 5. UNLESS OTHERWISE NOTED, CONCRETE COVER OVER REINFORCEMENT SHALL BE AS FOILLOWII,.-•, 2''COVER OVER MAIN REINFORCING IN COLUMNS. Ifl''OVER STIRRUPS IN BEAMS ABOVE COVER GRADE; 2" OVER STIRRUPS IN GRADE BEAMS: 3'' COVER IN PILE CAPS AND I'' C S I to OVER TOP BOTTOM REINF. IN SLABS, EXCEPT TOP BARS IN EXPOSED CONDIT SHALL BE )i". 6. BEAM BARS ARE CONTINUOUS. WHERE NECESSARY, SPLICE TOP BARS WITH A 4ox :.r DIAM. LAP AT MID -SPAN. LAP BOTTOM BARS 12" MIN, OVER A SUPPORT, TERMINATE TOP BEAM BARS WITH A STD, 90 DEGREE HOOK AT DISCONTINUOUS ENDS OF BEAMS. LAP". SLAB TEMPERATURE BARS 12" MIN. UNLESS OTHERWISE NOTED. SPLICES IN VERTtl' CAL BARS SHALL BE 30 x BAR OTAM, MIN. UNLESS OTHERWISE NOTED. 4 VA IrmS * PROVtOE DOWELS FOR CONNECTED WORK NOT POURED AT THE TIME ORIGINAL WORK I' I '­ 4 ' ALAS ., POURED. DOWELS TO BE OF SAME SIZE & NUMBER AS THE CONNECTING WORK AND BE OF 6, ra - 10/1,o m EF5H LL SUFFICIENT LENGTH AND ANCHORAGE TO DEVELOP THE TENSION STRFNGTHOP THE BAR. 8. AT CORNERS OF BEAMS, PROVIDE "4 x BENT 2`0"IN EACH I)tRECTtON. 4'-O"SPACED THE SAME AS BEAM REINFORCING .—TW14M� ilmlik� Lot: kA u w am uj uj 0 2 3: Sam z w -0 l? M " r l Y ` I - ikc( Q� 7 nG tom• Ic✓--♦4141D"-,—FC j -- e!�}-fi`' I� .zc 50T. ' (� '���.-c! O i 2Nu LAYER 1 LZYt"Fi YY f3oT. ^ -AEt 2uo LAYER j �Na d - w - -• i 9 , .� '... � I �� - / •— A • - t I � - 0 3'- & c t l 'Tot` t'' gOrr . `\ �•, .. I -� 1 Cj 2 • � �-ro Cr —G.G.20 P•_rc5 f- fi- , L-2"¢7 �S2-'*"1 2�#�t_ vutzr, pIUs Rr=frtF q8 ! 12=0" 44 '- l >" , 3'. ,. 20PILE CAP 0=5'-611 B0T. REINF: LahlG WA`r' - 27 Or10 x t�l-G 307'. , A Y 6 R So-ioPzT W,a1'- SEE CLAN TOP REINF: L_.OIJG WAY --2o-"'A K tQ'•G' TOP LAYER 5liC R.'T VJAY- ?+O # 7 it >5' G., e �.� =No LA`/ER SHEAR WALL NO.2 PILE CHAP 23'-4" z. �.. 2 Y rf I 2 4.0 3`.�,' 4. a" } 4-0" 4'-0 r 4' , J.�2,.0,. r k E >114j'• f. 4'-0 ,< 5'-0 • , i � �..o LAY F FL �.. � --�'- ♦8 c2'G ToY 4 SOT. j I NZ { ♦ i ; . P�a tj 6 ? to a I'L' 0; 24 PILE CAP 0=5'-6" BOT. REINF: LONG WAv - ' 3 - 1t ;0 , 23-Gs esoT. LAYER SuOG-1 WA4 - SEE f-" AN TOP RE INF: wAl' - Zo-Oil R 23'-G TOP LAYER 7Ns%�T r`vAY - i �'� ^ 11 'C' ✓ E � cG GND LA�"EtZ 4 ILI J Y aD r D • -" ( i = v 3 J A w Y z J D u 4 3 c w I U) 4 I_ ; A Ask _ a _uj V _1 , N 1.*7 I- 7 I w7 7 ,<1 F� q !O V Ea' T P IL E P' E 1 N F. Slid SHEAR WALL NO. I PILE 'GAP 23PILE CAP 0=5`-6" BOT. REINF: LONG WA,Y - 5�- ♦',O K 'Za'-O" GAT. L.AYEP.. 15H&R7 'uAY- SEE PLAN TOP REINF: LONG wAY- OZI 23-0" TOP t-AYOR 5HOW.T WA.Y- _ �' ri ; 5 '- G S S ¢cLJ�YEfz. cl z 4 A , l-� SHE E t NUMBER M043LINCHY & PUNOT `2,6 'A8 CgNSULTMG tKOINEERS Of 15 a„ lot sw 74" "1 wm . sty 111AW fc MJ i C O L U M N S C H E D U L E I :COLUMN O OC OF O/ 1�i F::LOOR 10) f I �AACH, R i. RO®!r I / u V O'- C7r' - M A = i _ 1i Q -- TOF OF F�r�o� SLAE r PiT IEA: b _ iff t'7 In TpF OF- C. AWOfZ SLAW et11 c i �7 L-Top OF p, LrE GA A? AA 4 �5� oN Ly a aWI m _ op COL. AA _ ------------- C 0 L. BB COLUMN TIE DETAILS NO SCALE > m m : Q Q ■� 0 Q K W Q � .d M W r } V w K W Y P 0) r.. O w 2 ° W w N N N v M g a �a c N � M m Q M h I� ® ■ 31 -* f `� - ".' r <' C? } c L a� .4 o w Or p v s k�l/ �°*:"•,,SPrAscam+Y y.., rt ;d i,..9- ,�3,� b�. � �t� �FF 1 v� /, sr t' ,' , ;, c . o, sr' �. '�d J, ,� \;✓ sY` �',; �► a i�' Cont. W A4t.6 ,�•+41 ��.t;• pi�`- 1 "1"m' W►14D 1�iIC• `�"'' / � � 0f �Z � ,' ✓ f d• all s V / �["'(G `\'?y.•// 1. t VC ti \ /rrBi :1 \ 7 RElNFG?i2CEMENT SYMMETRICAL ABOUT BUILDING ,�CENTERLlNE �, . �. � p 4 '. . ✓ a V , �? b f R. � (EXCEPT WHERE SHG�WN QTHEFt SE. �j _. ty �sn '� �+ : d' � c`to � " f., .. f ,. � ! . ,_ 3., „ -s ' `� � /Crg 'o'•� `' •CJ'.��` s .r �'+yG.wA!�1.,`::s ....., ,C`,., � ��� r .r A', diy3� K.. ds -¢.: 6. ♦ -3` .``,, .,.. r ,. \t �" ,., See SktT.S .� rjft` fly' or f( , i. K��. l➢IN � 4. / �;il.A® RE1i�JFQRGEMENT NC1TE v z q `'-.. ._ pG,, ? ,� .�. `'?.,, "�- . ,'`C`1^ %..'' va?<C: . E:n�i.'.... *.�,' .. ;�"T'{+�GZ. i/'v` t rai *ia •�yj �\ �, J saiC J' �r 1` K' .•. ,. 'i \A'�, C- � ;. a �,, �,� ,, ,� �c=.T�""`G'a.� �,i�� a.�=' `�„` �-�,' - ,,� ,3. r�?"a"!.i G"v`A`r�='>.Aoe N3,i7� �1^�, � , ,'` •.�K' g /�`�,�tf i"D `rJ } r \ R [ 1 tJ T Ai.i'3YG THE \�?� qy , �n C tt�`/ f S2 e.: �. b E2 .,� ,, w.. ._. . ,• ;��.'.&, Cs`}e:. lk1![f-i7Fl"i�. 'T&„`�`�"."""4.3 �.�"+ -E_7 �.1 i..=�.`'�� Ne7T�>? ^"".� i WP� r F L 8 y = * u / y.> ,." p¢7 f if U 5 , h3 S}19 x 1 rr, {1 +� O �' Y �"-\ { "`• /(, , ,; SLAB THICKNESS NC>TE � 6 t f r� q 1, "�) `^r =t y)4.":.t, ! ( !• •.9bw4.� CsldOUh:i r-LClz'>i ih3'`+._..a..;i>4' .C,7�1..,J ,tStL, , ,ih.,t a�C. ; }{«efi •o�C AllE`er F D / %"'HSGiG . : L1 ^v i✓ � 'GLC' !'JC ire ev' ' �SQ` / � � � Z 411 Pd y Lp '"'�.. ,G A *•.., , 5L1a .' j -e^ `'' a:?ciY°w` hi CAT- 'r'.. etc Tc P�'G �'�1+...i...' k ;%`, f ,r / ` , , r s v ;_ZL)e._...-,';l N1 e '` "Ti-1 i` G iG ,42 c, .-. li /. y \ e Y i V^ V z a J a 0 z a m a `J^ YI (r +. 0 0 LL o I 0 t�pg i./ a G —O p[ u5 � M I + W �v MAN WWI e q V w O✓ I LAJ 6 r O' g� H—" iQ u UJ � a m Sao ffi r, q r om man UA AAh son 0- 5111111 ' ,�^` `• `. its i � � � � � ' s v +. y r' 1 , S C5110tK A, Olt< t r^, 'et `. '� s� { 9 i a t L7Y?ti J %" C1,7P ` Ae* "alir�L . E i�C7iak9 G C3N Lri a V ��iiiJ `^�,•�`C, e t. L ANO t:Z7U9Z0 G'VSiZ 0114M LA`Y`f5Q + G M!L- s 5K 'i L�7 %i E L hd E F! L.M Oi Rltiit'G+'daSNi3t1LL SUtF'C1.1tMD `: 'f cal c oNct:z rc es'AIc> m7l-H c+.f->,7 is TIL. Yvr ,Qcs. T,. US 0ri3 roL41 t iNOiGATE cAP6 ir GW- 5N,t . Po0; 60 WdTH 'AI L! C.AF�S , (ENTRANCEGUILDINO NO. 1 16 SHOWN — BUILDING NO. 2 16 OPPOSITE HAND EXCEPT\ THAT COLS, AA G SUPPORT, Or SECTION A IN, -10 3/4 do ov 4b IV 0 \7 '40 7/7 • 7,, ti % Ny/L"b VQ/0 Ns' fir + YIN 54 we v6m Al 4w 100 yy 01,10,�� �,� (,1�VV IV I - %. I A - 10 lot Iro 4W + V AT 1ON v lop 0 71 Al I:Z'V NANA F--rRICIAI AMC-Itl-r 141M n[INIC4 e4^K1'rfr94i I KI Sr maw Ij .......... 0 0 ov u m ui ti 0 2M, > zv On i K u1 fl� 4 K w yy UJI A IX fl A M 4f+ rX one l M K , v -a 5 5, u v h 1 Y � d p N !i y 45a ! b x Tk h v ihw 3:{ .�k.✓�q . 1 "_ i k a t sW k r i p k, M 4 I X CONSULTING ENGINEERS OF 15 59019 6 •. f COLUMN SCHEDULE COLUMN (05 FLOOR ROOF +12-5I—V 14 FL. +- I tko, 0 1•'�� It# Q4 13 FL. +105i-0 d, � '� 4. PROVIDE; CAL. DWLS. FIZONI 5 i=AR. WALLS &HEAR Y Y 4 L_ L- 1�®, Z v�> 74 / i1 W� L Ls t p t 12 co -4 a, V e;zT. � t \1� , r �f U i I i f!w r ; I a' i s4 1 vF5T No t ILA"x i-101? i7; j { a v rzsZ-r-/ Y n GAGE) WLI ess r d oo c ... - REINFORCEMENT SAME AS T`IPIC AL FLOORS. /e 8 BUILDING IS SYMMETRICAL ABO T CENTERLINE. �y \ Macs: * cry 5 AT iD7 �F 147N \ 1 Aaovs 5L.4'5 To LAC W t F1 DETAIL — COLUMN FF>'? 'gip WALL- !E' I N lam. r 1/2„ 1'-O„ ' DART PLAN -- T H 1 RT EEN H FLOOR 4 5 US-QT. i f' COL . \—SNotZESTO R,BAAAIN uP-aysz t4'TN FLR, „ CAGrm)*03TIE451~8". BLA5 UWril_ C.oNG, STFZENG*TA OF 14TN FL.R.THrt: (z,OoF_ u-JAL.L. A.e5oVf A'T1-AIt40 4000 Pgl ow wo 4,KOO1~ SLA5 IS IN FLAGr,. � BErAM SCH EDU LE TOP REINFORCEMENT MARK E EV. SIZE BOT. TOP 3 STIRRUPS REMARKS 151 'FL. LEVEL 6x15 +'2-�� 2-#5 �12"��,rN2c14UT (�">c��Yv y�TsTA,�w a�� � % 21" ��r^' z -#5 /77 !nn -`05 Mpg ([ /9 �{ v r2",.- Ta•• ;ZUCuJ 1 it it Sx1 " 2-+5 2-11s G:cc"� �.�.� 154 15, 2a 'z.-*5 »l2ascT11HZt1t�tsT 6M. ADDLED 1b # 1G' .`' FSxlcl, + 2-*-S- rZ-o110 t 1 "des.TW12UOLYi A7 s a lit. E3 '-r►i 8 1t-oIZ" 2 5 2- 5 e &"' 7weuouT POOR W; t 5TAtK Rcx-�>F SLAS T< E L, I IeI`7 + 15 o -' t" e34' , : Il 2 - * r, e l o t oc. T1-11Z Lio LIT szEaaElWt> /1 ?.>$ + l3Z=11Z" it 19 2.*5 2-*5 Q 12"aa,T-WfZLic7UT FtzKET FOt2 4" FL. SLAe> b +13 `-llzw 12X IGo, 3_ g 2 �r Get't ,E.; 6)A�.e42. 30P eL. aslzaL---A 13645..4017ED �IQ + 141f -7Ie b'% fc>" 2-#c> 2- atz" T-I-lRuouT 5.ti +1231-2" 8x190 2-*ei 2.05 L"1'2"TWZfJoUT gf2 F123'-'Z't 8 x2?" 2-115 L'*5 6 li"va THrZL.IOU'r A% 4 #�CdNT. MIt?-DEFTs.4 813 + i t3'-�y" 5 x 119" 2 -*7 'z- 11G e. g"„G -1-14 RL1c:�,LIT GeS r-M. PLAN '5447 S-14 E514 n + 12_6- 2 -so x Iq to-*6 4- G Iof�►tczS�S'oa 5�$"oc✓=.E. R N -� 55E EQUtF.f2M.PLQh1, '1 . - t315 t23'-2'" 8 I< 33" 'L -"5 * aZ"04TNRU0UT SG' - a-�E - lb 1 -5B \�J 0 I �C t t F ®d p' W � w w AAK V w W a r- O Lo 2 1� i5 m w'tftl z� v Adft n 0 cti +® REV. 1A coly, -SHED. I-AGT. t4Tu FL.Tc+ fZooF FM. SGHED. 4\5 NOTED• SHEET a' MCGLINCHY & PUNDT NUMBER CONSULTING ENGINEERS Q GE ICJ } 5901 SW 74TH STREET . SOUTH MIAMI. FLORIDA 33143 I� ( 4 to G7 to 10 0 i f Y !1 At" - j, l �! 3 1 7 SLAB 71, SLAB 0 '4 - to' -°'P- dl l ^ .,,.._.-,___. �e ,✓: s � ` sc. lb-7 m ' i b v!�'°SLAB ,Y1, Ice _ _ .-«ra •:t +cr---' -{--°- MAGHd�E Ext�AM:S ..fir ' f7; 4, f V C) i 1✓ ,a MACHINE ROOM ROOF MACHINE ROOM FLOOR`" a PART PLAN S ELEVATOR PENTHOUSE X �: Q psi MACH. RM. ROOF 4 . •, .� INq ,yam may' y 26, 31G"JL WALL. d..Nck�5, � IIV` COON C. ea L. � vrdG. 1�ri4 t�i. Y l *5 C©W T. - I 11 lfBE!YoriD� S E C T I O N A- 1/2"= 1'-0" y >7� '4 n e Iry y� �Y �J,§�, �,n• y"R 4�'�'S�N'"N±.:�AY�h��4�7 All a L —O pf :n a< M �M V tY Lu ca uj m Sam -M Zp SAM uj w ^- O OM SHEET NUMBER 9 OF 15 , FWY ,R _ 3 r / b\. f a� ~ i Gl3N7rzA c7cC 2.. , 1 i I� , • TF' E,At +delZaG I.W.7oP i i 9 _"4 .o r` r ,/'tf`a�n \X. `\ emu. •r Q / ` q�.,, � \Sri *�e t? ?vP.— i �P \_ F,, 0 twTa ra"sae, r Cv- SArD�D 4 h �. ` 4{ SECTION A — S 10 , {` SIM. 4 SIDES OF UPSET SLAH fF(„ Yv Li4* tw t ��\ \ \` i'• u � / �I� x > :. r&dii•"'L4y / \ M�f L `tea, t S,/=rc x 4 } sic-� I . In X_ .-.. ; \ V !/ e \G•` v��m tit >, !� > �t✓ r n , 4 \It^• r , , <Yi�,' `', ' S \, S e' a F , C p p r w � o e ,, r \ \ ire _ W� 4{h �!S �p ., /",r'" .�,^ ,,��. J •wri", A / \.-`. �•� ,ri E"..1, -7t. Cfa ". ,.4:.. 8 .z tP3 ._._. ♦ ,:' \ �� r..... �. '^ T / \ i•/. { / 1. M, ,1'1'fj. Q '"_ tj' Atw ``- ''..<r r C,w "�9 r ?C', - ^•' A, = ` T \e'-_.. _ f` 4 a le 5 nor., Cca h!l'. ,'NPtcJ EQUIP- CzaM SLAS !!. '"'� x -, 2,� '�,3, ,o D�{ .,o r * \ •4 \\fig b`", ,> - ' � cl 74 \ p,CK f 4 / • ..yam elltl-IV� y • x '8/, �t `\},s a \�''' . `vl \ ` tJ � 1C �� !,. � e` l(/V lie, `��, `/ ,N , •' j{ , \ f + f. c \ •u /Vl )�I / 11 �• ,� �„« \\r OC �P �.. ,\ t5f!'1t /,.' -` r.;/,,/ \ %,,,•a� { t_,y'fi{itk> k• { � '3 ''. • A .• j Q ',y " ' `.e,.. / �U e_ / : •// \ • r±..:`J{ / a 10 { �..y. a ,,.w \,} a i� tl f f -1 p R e y� %\ / 1 v �( '�� �' - .. i'" e,`\� 4 ' ' % `,�(4�X�`.. �' «F';p• � '1e� \ �•,M / � - a Oc � f e �{ �• x' / /�©`/ �\ b'� Vv v *i 0, r 'r *a ��J\ REINFORCEMENT SYMMETRICAL ABOUT BUILDING CENTERLINE v, 1,0 wo 0 tj+ V. l t of t \ \ gg L , , + Adak dq SLAB REINFORCEMENT NOTES �I SAME A5 TYF'fGaL �t t>Ga!< � Wry. 1aCo �I C7 , 06 7 11/ f.. � �' P .0 � ''/'t,C'. 9� ,� .,..,.• s /1��/ ,v. 'A. ,.. e:... i.. .. .... '` '' :, t •�, / L � � � 6' \ ,, A� \� a y: d', 0 t , /� � Sa T m .' a •.' �/ \; \\ C k • f , � i ' Lu • K P �y 4 • _ v , < 'r S' �'xa7' \ �<0 r e0° �; ' 4� 4 G x G' o �. \\ � _ tit C� s \ / V MID_oEprH Cry�'7 '� P 1 UG D, i dNI.Y • .gyp • / 0 • v \ RY \a, P _ \ ' / . , . \ REV. ADD EDLCo AB LE1 n4 , ,a515EH t-AS I s eo EQUt % Y(°. , LAB zCtNF- aS 5Nc7tatN• SIZE IN �Cl �v c,oM F(rOQt� . ,. ROOF SLAB F R A M I P pt �� lim NUMBER ENGINEERSCONSULTING OF 15 r r, D. ' ' ,hk'F -t�'� �;, a n d, M .a ',,„ m'" �� saYSsef` ,� �• � � L ?yq 'v �, a Y am, o A ^ L' S �ll : Y ;l I , jt T Ll I� = u, ONO.. I.S,.,P1LM GAP 24-"mir, (" YR) W z 0 0 w 0 0 i L': 0 a x0 (r t9 SHEET EM03LINCHY & PUNDT NUMBER ENGINEERS STREET . SOUTH MIAM'I. FLOWDA 33143 r 1�z"CL-f7_ LPL 0 I E IL IL j U_ tL U_ J U- tL a- U_ T r4 2 at- tL tnq to 00 co J,. 6� jL 4- o 0 0 U_ (3 6 d tL 0 Lt k) Ito 0 d) 4) kD q'I 0 "e- Lq It'll to t0to ti) n to 0 4 J - 'A 7_1 k4zfa;,w. sw�W OF 44:g2EaA REINF. SHEAR WALL NO. 1 1/211= V-011 iowowom 0 j + to LL U Lt� U_ q IL 2 CS 0 r) 6 "') a V 5 T(I o) to to (4) A I J A J LL IL to r- -t -j 1- 1 U_CN 2 q ib 7 J1 It li it _N 5c 1,01 _Y1 A REINF.- SHEAR WALL N(:),, A/211c SHEAR WALL VERTICAL BAR LAP SPLICES SHALL B3 AS FOLLOWS: #4 - 20" ; #5 - 26" ; #6 - 31-1 ; #7 3911 ; #8 #9 65". DOWELS FROM PILE CAPS SHALL TERMINATE AT THE BOTTOM LAYER OF PILE CAP RgINFOR- CMENT WITH A STD. 90 D3GR3Z HOOK. now mummmmm" 2-44coN-r�2 zvv(ve - CogzN fz A 46­� C#4.x 4-c,) 7© WATCH WALL '7-YP AL_ fit p -d$f m JL=Nalal Iz 6 4 cz T� *4 )-Z jo It *c; 60N, ................. 70f- oF -7 CN F-AZ S1 0 e) 4voweL_�� TL-> e�e FiGivL_y MAIW-rAl?-451p ot4 +_ OF WALL J�Z - -7 (AL-r, L.0 5.) DurZ1t--IG Cot44. PLACr=WE7wr. + Pw IL-5. L 0-4 *4 OWLSO MAIN ROOF T E5 _OHTr� 5AFZ!5 Aid BE G H Co W t-4 # 4 SECTION A S 1/2 it - of, SECTION S12 1/2 if -off A;M L WALL fZE IN F. AC)D C-or, A-r Top, f50-1 -rom i si or-s A L L 0 P 1 �4 G 1_5 i N C,0 r4 C. W A LL". EEX tN EACH �!FEC.71OS4. Ar, A710t-4 E N 16-4 G`� /nf= of" JI-- SGE Enc>utF t4 Qo<>MA - FLAH 51-rT. �&L Afzt ewe a ® I tss Am w 2 tv ........ to rI M. I- V 4CH R ------ AIM it f Up E5 14 Ili D4 SECT ION E: S 12 1/2 1'- 0 ui ct) --MAIN ROOF EQU FL, tS�(L ;4 oi E, 14 ILSHc:)r_tNG TO 2SWA.'tA UNTIL— k M r`* L!-=, T E • ifoN C !F,7`�- S N <7 7 N RAPS Is 4-��,,P0 F51 VIP S E C T 1 0 N C - S12 SECTION D-S12 1. IML A T-cwt, r-e— j ri or Asa t,ii-c x i N . M 'F. 4 F i ffi H Y j ` ' 'e k � fn 9 I'4 E {. J+ 4 � � L +,d �y+i % m °1+� ' �� m� v srr' t r '��' �` 3 " ti k �. `rt' v i v MA tL Y� u a P, r r ?+ I :l 1 f wf, i i' J r ♦ .r FF r s • �r ♦ �. • r ,�.. :. xkr .. � y Y V (A Y r m m G Z W Y Q W .�G9'. V K r n. Ir d l_ M ! ti W Q. d 0 -O m n O 'a r^ w W }� y v � V � d a a O LL x G m ce b6 N u] N K Z � R N M O r�1 N EQUIPMENTrFLOOR FRAMING d PART PLAN a 1 t t' al r { �►4 tv %, SLAB o Ito occ 1" (w e7- _4�2;W.E3 0 w o� W m v W w � o � AAM QL W w� now Q ' V Z� a w w -o o� -- I . "M 1 -1 , ij -k ..... . IP q, R�q iSJ, Ml V, -7� wt, Psm , %r 4gOw O! W4M 4Ixr 1tt r. vrvx.,q V11 4P� ,F g5jnI "o A; 44 _q 14 Vu 10, IC R�F�n 3 jl.T A-1 RR 1' 'I i } n d 0 r� m N Z 2 m r.1 s • Z }r , I a .,q:, ' ,rl , r , r � r, ,:.an �.. .. „,<, . ,.. a. „: z .� ,� i , ✓. n ., ."., r ,...... ... u,,.. .... , '�,...: r *€. .. 1. .:. c .. � M �p i. 'i ..,, , v ..•L „ ..v WE, 3' .e.... x. , d4.. `ry Y .Y. Y .,,... .' 1, a. :. ✓:,- :.. ... . :. ` >. „..qS.. .. �.x.s � _. e. :.. .. a,. ,: ,,.. ,v., n .n hA 1.. n.. .: e. ,.r✓i.. .. Wen ... �. fi. ,. .. ... �'.. .. . .. � u 1 "s < ia, .. �. r.. ._.a'.... .v , .... r. .Wdn N .... r:.. ... .4. � • [.. rt.. µy, le'9 N"c N ! .:... e :::F .�., ✓Y v., � ,,. �._ ^v Y .�. �Y✓ �. L. r!. a,.". y., ..c ...: i' ,n .... _. .J. ,... .. h4S, F. L 4., u . r+,.... I. , e . _."S' -0 ,.r., I. v ,.f, 2... ., o r. .L. d, .,v.y ., ., Z. ._ :.. n. ."iti.,. ... , .., .._. , vX 1.IY: ,1� :Y.. :.�,:... nx "W .... ,- r .. 'M t .. , • , .g' ..':.. a V.... , t. n:. L e .. ...n i 45 ...eh' �I � .,. Mr ....r... ` �.n-..x ,. 1i ,. , •. xr..... L"':Y , .. ?x m.. . ! , .. ry , ✓. P:, R..., "P'.z �a : ,. .. ... 1 �.... .. .-. .' ... .n: t .. .... .. + .... t .,.. '.: 1✓A ,n:. C... ... .fl x.. .., .. .,... ar .F � x..M. � wL" r' - w ✓ I^, 3- ..vkm��-2'c..e.,., g 'k ;�k dt i� I pp __ J V. 4 V V` I iTR vfr- 14 ,1 3„ram of WASTE RISER DIAGRANf o f po or pp A 14 ;r 't d G 4d'aiW t ids` , t,• • � x v h, MSS z as la k , lJ As 541 y.n° e� 3,n�F r.. ., .. a .,,.. dY"M&v�, M� { li] Ili i. «Y Vy6 tY {A a"M+ ..e•" ; " °?"`�3 -� s a t 'q< i+'!`s +d n ',r3+ ''�i+w. ;s:Yr rs ,y'«, E k. C 171 —Fq— TELEPHONE BACKBOARD APARTMENT I O O O O O I.0i o lJ�iLI�� PU I e>t!SN111� I"C.. TYPICAL APARTMENT TELEPHONE DETAIL ® CONNECTING BLOCK FOR TELCO UTILITY USE (DEMARCATION) AT&T 62556-246 6 POS.0 6 CONDUCTOR JACK. �2 WIRE JUNCTION WITH 12" CORD FOR APARTMENT DISCONNECT MEANS AT&T 742P-246 AND D6AP, CUT TO LENGTH. ® SIY CONDUCTOR (THREE PAIR) TELEPHONE WIRE AT&T H STATION WIRE. ® TYPICAL LOW WALL TELEPHONE OUTLET* MOUNTED AT DUPLEX HEIGHT AT&T 625 BP 6. �5 TYPICAL HIGH WALL TELEPHONE OUTLET, MOUNTED AS SHOWN (TYPICALLY PLUS 540) AT&T 630-C6-NC- 246. CONDUCTOR SCHEDULE C.S. SIZE WIRE SIZE 20 AMP, #12 AWG 26 AMP. #10 AWG 30 AMOK. #10 AWG 35 AMP. ¢8 AWG 40 AMP. #8 AWG 45 AMP. #6 AWG 60 AMP. ¢8 AWG I -- _g--- W P W'p--- �q- ��I 12 12 GIFL q 9 9 9 1 � Ike ' I2 i• 12 1 ;I1 9 12 TV v 9 Q(r) 9 I2 1� 12 q REVERSE SCHOONERSPINNAKER 9 q +1 I I It E I I II / F--I © / �c Ipa (F) 14 �IsPoSa L 0•G. '� I q 20 7 I `\AFT, (50 a.) ©1 N 00l7 � a.c/. 18 2' 1 / +3G C 17 r- — — - — - 24 RE 17 +g q 17 t 13 t=(i i ME SCHEDUL, :YPE MANUFACTURER CATALOG NO. LAMPS VOLTS MOUNTING REMARKS WJD Qj A CRESCENT SCF-240 2F40CW SURFACE ABOVE LUMINOUS CEILING 130A W.N MARCO MX7-G100 60WA19 RECESSED 63 C MARCO CR-11 75WA19 SURFACE D SOLO 9320-4 4-25G16 '-z SURFACE -WALL E SOLO 9320-10 10-25G16 '-, SURFACE -WALL F CRESCENT SI_T240 2-F40CW SURFACE DAMP LABIE C CRESCENT 14WRJ240-DLA 2-F40CW RECESSED H CRESCENT 24WRJ240-DLA 3-F40CW RECESSED K KIM AFL2-70MH120 70WMH TENON L KIM AFL2-150MH120 150WMH TENON M N P KENALL 3990 75WA-19 SURFACE KENALL 3808 2-75WA19 SURFACE R MARCO C144-4 75WR30 SURFACE S MARCO MX7-71 75WR30 RECESSED T MARCO MX7-407 75WR30 RECESSED J MARCO B48-4 2-75WR30 WALL BRACKET '! MARCO BN 1 60WA19 SURFACE W - DEVINE GFO80-100MH-C43- 100WMH SURFACE DEMO _ X LIGHT ALARMS X7BRA BY MFG UNIVERSAL WITH BATTERY PACK. IY LIGHT ALARMS 2DM619 BY MFG WALL EM. LIGHTING 17 O 12 i" ci . q - — — -- O.G. 14 I � O , � © II ❑ O. L. 1 0� FI. 14 CF) � -I II 16 19 o.c� 1 II EF I 19 �i�l. • 14 �j ❑ I 20* 161 IS I — - -- -- o.� >�� �� w —_--.un 1 1 22 13 � 10�' o.c. � o.c, o,G. DI-=F�S6•L �I4 �wiH� 13 lo,6, L r/W \ ® 30 1 l - +n 5 !— r 21 (�) Si7 16 13dD !—� �L� It7 17 Isl1 (F) 1 21 =6 106, -dbIs -�1 V 21 24 tom} n 20 . Ft1 IJ'e I h 17 NT I22zo 18� -- -- — t 1410 TRADEWINDS i? �u GPI L I� T I� a r) VW600� 16 o -o o O u v t/1 W LLI s O Z=o v m N N Q W m Za a N � N N -o o� N n I SHEET NUMBER E-4 0F 0 t FIRE ALARM LEGEND NOTE: THESE SYMBOLS ARE STANDARD AND DO NOT NECESSARILY APPEAR ON THE DRAWINGS SD SMOKE/HEAT DETECTOR --- CEILING MOUNTED TYPE WITH "LED" • OPERATOR (INTERLOCK WITH ELEVATOR CONTROLS) SD DUCT MOUNTED SMOKE DETECTOR WITH DUCT HOUSING. SUBSCRIPTS: (SUPPLY AIR DUCT) -- S (RETURN AIR DUCT) -- R SD SMOKE/HEAT DETECTOR - CEILING MOUNTED TYPE WITH "LED" OPERATOR. QFIREMEN'S TELEPHONE JACK (MOUNT AT 48" A.F.F.) OF SPRINKLER FLOW SWITCH MOUNTED ON SPRINKLEe PIPE. TO TAMPER SWITCH MOUNTED ON SPRINKLER VALVE. OR REMOTE INDICATOR FOR SMOKE DETECTOR CEILING MOUNTED. ® EXTERNAL MULTI -PURPOSE RELAY FOR FIRE ALARM A/C SHUT- DOWN. (�S CEILING FLUSH MOUNTED FIRE ALARM SPEAKER. D VISUAL ALARM SIGNAL, 120 VOLT, RED LENS WITH -FIRE- WRITTEN ON EACH SIDE, WITH PIEZO SOUNDER. H� FIRE ALARM HORN OR BUZZER -SEE SPECS. (SINGLE OR DOUBLE AS INDICATED) P� PIEZO SOUNDER WITH VISUAL ALARM. FIRE ALARM B-BELL OR G-GONG. THERMAL (HEAT) DETECTOR -RATE OF RISE WITH FIXED TEMP. SETTING. EQ EMERGENCY LIGHT TO READ "EMERGENCY USE STAIRS". ❑P MANUAL FIRE ALARM PULL STATION (MOUNT AT 48" A.F.F.) OELEVATOR INTERLOCK. OGENERATOR STATUS - -p �- MAGNETIC DOOR HOLD OPEN/RELEASE. I 11 AW r ELECTRICAL LEGEND "Ott THS36 64 0= AM 07"OARD ANO GO NOT N CU$AMV MV94A QN TIOD OAMM FLUORESCENT FIXTUng ® THERMOSTAT OUTLET - DEVICE FURNISHED BY MECHANICAL CONTRACTOR i ®FLUORESCENT FIXTURE - ON EMERGENCY CIRCUIT TELEVISION ANTENNA SYSTEM WALL OUTLET - UP IB- OR AS NOTED (PROVIDE FLUORESCENT BATTERY INVERTER ON EACH FIXTURE) I D W TELEPHONE WALL OR FLOOR OUTLET - WALL OUTLET UP 10- OR AS I ji--1•�y FLUORESCENT FIXTURE - SINGLE LAN? CHANNEL NOTED INCANDESCENT OR BID FINTURC - CP,OSS HATCH INDICATED EMERGENCY P-30J S,WETY SNITCH (3) NO. POLES. (30) FRAME SYZ4, (S W) FUSE SIze Y CIRCUIT N.P.) VON -FUSED ®` EXIT SIGN FIXTURE - DIRECTION ARROWS AS INDICATED 'L1C'J MAGNE:'IC MOTOR STARTER OR CONTRACTOR - (2) NFMA SIZE LICHT PIXTURS TYPE DESIGNATION - SEE SCHEDULE 1' ELECTRIC MOTOR - SIZE AS SHOWN $ TOGGLE SWITCH - SPST, - UP 440 On AS NOTED []" PUSHBUTTON SWITCN(ES) $2 TOGGLE SWITCH - DPST, - OP 44" OR AS "OTED ® ELECTRIC LICUTING AND/OR APPLZAKCE P"NELBOARD $S TOGGLE SWITCH - 3 WAY, - UP 44. OR AS NOTED ® ELECTRIC EQUIPMENT DESIGNATED AS SHOWN $4 TOGGLE SWITCH - 4 NAY, - UP 44" OR AS NOTED CONDUIT RUN CONCEALED IN FLOOR, WALL ON CEILING $P TOGGLE SWITCH - W/RED PILOT LIC9T INDICATING SWITCH -ON- - -U- CONDUIT RUN EXPOSED PARALLEL TO BUILDING LINE CONDUIT RUN CONCEALED IN FLOOR OR UNDERJRODND UP 44' $M TOGGLE SWITCH -MANUAL MOTOR RATED WITH THERY3AL O.L. TOGGED SWITCH - BPS?, - FEY OPERATED HOMERUM TO PANEL'LINES INDICATE WO. OF CIRCUIT CONDUCTORS I $�( j TOGGED SWIT'C8 - W/D YMMER CONTROL - UP dd- OR AS NOTED Up INDICATES WEATHER PROOF BNCLOSURB OR CgRER AS REQUIRED t -� SINGLE RECEPTACLE - 120 V. - UP 12. OR AS NOTED G•F 4 DENOTES GROUND FAULT INTERRUP?ER i -eD SINGLE RECEPTACLE - 120 V. - UP 12. OR A8 NOTED -DEDICATED PHOTO ELECTRIC CELL j DUPLEX RECEPTACLE --110 V. - UP 12" OR AS NOTED P. C. PULL CHAIN jj DUPLEX RECEPTACLE - 220 V. - TOP SUP 1T1ZTCO2D - UP 124 OR AS r� TIME CLOCG NOTED 0 JUNCTION BOX ® SPECIAL PURPOSE OUTLET-NEMA TYPE SHOWN (MATCHED EQUIPMENT TO CEILING JUNCTION BOX BE SERVED) FLOOR OUTLET - FLUSH 1Y/SYNGLE RECEPTACLE 1SA, 120 V. G�-= ELECTRIC STRIP HBATER FLOOR OUTLET - FLUSH W/SINGLE RECEPTACLE 1S?, 120 V. - QO DOOR CHINE (C) DOOR BELL (D) DEDICATED ©g-0 CRT,'CC:tPUTER WALL OR FLOOR OUTLET UP TO 18- OR AS NOTED i ! =4& FLOOR OUTLET - SURFACE W/DIiPIM RECEPTACLE 1SA, 120 V. =@LGj)UPLEX RECEPTACLE U/ISOLATED GROUND ® CLOCK EANGEE RECEPTACLE — UP 10--0" OR AS NOTED I it � I11` h vJ_FLr-f I re ON 15 CFI. 15 12 12 q PASSPORT 15 SCHOONER q IS 12 j (F) 9 w > G. a �• I I I6 16 13 � 12 •,-� II I G (GOD i3 Iq 3 7 17 17 7 / 17 3 I po 23 61 el, H./IIIqpotl. Q )L 16 I �. w ,ti 120Ole, 17 f a. G Ld1N11NblJs Iq Iq (F) f 22- Old"I I - O1ilol-Jr _ ) I i\ C`a 1 III . yj6LL G - 1_ ICE N!✓> C`y 12 � 12 I'� }-- \ �� 11 �7 24=0 IT 1 iq etC-S f 2I 10 30A. C 30A. I 1 AC -6 I I TYPICAL APARTMENT FLOOR PLANS - BLDG. # 1 & #2 - ELECTRICAL SCALE 1/4' : 1'- 0' I 15 wa brabham •, 5 • - • • • • associates .,.. west .as ® I ® 0 INNI p N oa 0 VfLL a �■u r V W w W d 11r O LL N — 2 r4 V m N N W - Qa , Ze W N i r O O n SHEET NUMBER E-5 OF Ell R % a 4 JIL A a :RCISE ROOM "PI-14 S t GAME ROOM ri rSAUNA: 2 � G � � O I � MAIL ROOK ,lal�•l 1;!� � Cj os EM/AlI-/�. SCALE 1/4' ,: 19. on, �I W o _o O° I A Y`lr �LL W W 0. s = 2co V D W � y{ N Q " z< W _o " o� NUM By C+ £ T OF 1, NOTE: ALL PLANS ON THIS SHEET ARE 1/4" EQUALS V-0" UNLESS NOTED OTHERWISE. ��15F I? -()lc-- 4 "F T6' � t-r -jO - 0 METER ROOM - 2ND FLOOR 2' GENERATOR FRAME 5/e"J BOLT 2" (6 REQUIRED) CONCRETE ..I j• ) 1' 6" 1/2" EXPANSION FLOOR 6" I I 1 { MI"' JOINT W/ ! I • BITUMASTIC FILL ' o (3000 PSI. CONCRETE) GENERATOR INERTIA PAD DETAIL n.4s• b.d.a. ELECTRIC FUEL PUMP RATED FOR PROJECT —� COPPER RET.--,,,, MANUF SIZED BY MANUF. WATERTIGHT FILL CAP jj—CONCEALED \ (�/ VENT LINE I` r—MARKER GALV. CABLES �E IJ TELEVISION / TELEPHONE ROOM VENT PIPE---, COPPER FUEL LINES SIZED BY Ml FLEX. CONN. ENGINE 00 J STRAINER SOLENOID VALVE, ECT. DAY TANK LEVEL SWITCH 120 V. EM. POWER r— GRADE 4; FOOT VALVE CONC. WEIGHT-2 YARDS L.FUEL TANK -FIBERGLASS GENERATOR FUEL SYSTEM (COMPLETE SYSTEM IN CONTRACTORS 610. NO GALVANIZED PIPING WILL BE PERMITTED.) IEO L TANK TANK MARKER DETAIL (20z2d'%4°CONCRETE) r ( TYPICAL 3RD & 12TH FLOORS ) METER ROOM - 4TH FLOOR ML1F�Lb17 FLI1�E A `' C.ol G�IoiJ �GHi'(�L (Ll�?2s1 .O-O { w X_ �aY Go-o 1�1ta E t A+1- i (fit t W It N OF ZgIDE E1111 Dl�E� IN F61-7TpFa0' 6DID. N d;Jh� PIS - J N1�;t'Li�gI 6 ��1• •�f'IFY fell 1 p r ��L��v� -p. J — — — — 'I �10 f-I v�sJ �T t�lar�Ir1 �u is GOB IG� 1 S j1ig6L !�W �1 N I-ENERATOR EXHAUST POPE RISER III 4"MANHOLE AND ADAPTER AND LOCKING CAP. GRADE —� CLEAN TAMPED EARTH OR SAND BACK FILL. OVERFLOW RETURN LINE y.b rq pOv9 0 0 °•) p v WIRE ROPE WITH 2 CABLE CLAMPS. 1/2" 0 STEEL REINFORCING BARS 12"O.C. E.W. --� ANCHOR BOLT -HOOK AROUND — REINFORCING BARS " — 7'- 0x 6 - 0 — --") CONCRETE PAD DETAIL DIESEL OIL STORAGE TANK 0A.G. b.d... t24'x24°CONCRETE PAD. 6 2'VENT I -----4"FILL PIPE 2'-6" —+•�'� �'-- ' -SUPPLY LINE 00 r e.d f rja -PEA GRAVEL FILL T� STRAP BY-1--- TOP OF TANK. TANK MFGR.I 4 - 0" I I TURNBUCKLES a 112"MINIMUM 5TH & 11 TH FLOOR TELEVISION / TELEPHONE ROOM C�OFIf 1J1 �- IliPP11_- -- 11-110 r tj 1 j H r� t F.P. & L. CO. VAULT t_j Sf�''(F-I111c _j �� ) .x,:':r r+ r a x a ra, °�'%' '.Ta< , fM1%.'.- HAP �11 \ ur b r a b I 1 a rn -. 305-832-`a579 �/ debay 6,0 �//� and associates consulfing engineers 2725 n. oustrplian avenue west palm beach, ttorida 33401 a o _o p� N OP O tlf a LL N W � W w s NLL 0 to — V O m W N fV a� Z` W a �Q H N, IM —O O SHE ET NUMBER E-8 OF ! t♦1 14,1 A 1 14. (Q-7 4 6 j4.5 14.4, 14,3 i2-h 12 � 12,8 I�•7 i2.6 12TH F4 r �, • r Yr�li1 rN 7.10 pI�S�L 79 70 7.7 7,(o 7. 7. 7-3 NZ �I k✓��!I� 5OD �rE ,l`j -TT-It T�tila IJ T TT'H FLU._- �q W N Q �I 05 ISa�Jp,,. Y z �. m "Co f744 (aI�L r�N r ,I S 6.3 7-o 5 q 5,3 5TH 1 5, 4 3RD FL* 2 I 2ND FL. a _o aP 0 N uW� N � � VW W w d � o Z= L m WN H Q _ � a a N N n 0 to 05 ®a GROUND FLOOR. .J U) b r a b h a m 305-832.5579 debay and associates consufiing engineers 2725 n. australun ao-n ue viesl pain beach. fluda 33407 r SHE ET NUMBER E-9 OF �71 IA- q#14,2Q 1"G. 141a IPA I%2,� 10 I NTH Foie 16"I`F, IA-, le, 3#14, 6#14, 7-011) 8$1141 64441 16014, W$ 44, Ii*14, �-22-44, 2GIv14 30#14 31 14, � F IP I� Ia,IS IG,16 la lj3 IA,iP� IF>,Ira A,�>� Id,i Ib L'U Ia I}3 b I� Ih,I 13THFL. H S HIA S 5 5D S S S 5 S S S �I LrG, 25 q'G, F F s w<L 6F, �t1 !Kr_F�> � I �*!4, 6, 14 — TYPICAL FOR FLOORS 2 THRU 14 6G�4,2a 2e-_, 2"C-1 1 TH FL. F I PASSPORT UNIT ( TYPICAL ) 64#I4 Cl l i -- �TD 7TI-1 r-Lf- IG � �-`154-0'14-7* 5F�, To ITN FLU L`�✓Ic;�� 10TH FL. 9TH., FL. j F 7TH FL. �D C,Ir, rl-F I 60 $F14,5a 56, 2- el, 8TH FL. 5TH_FL. TD �j �1 I -4'714 J 6A, 6C;�, 3 -2 1 G. THFl, FL.F s 184.0 4, bA-, 6ep, 3 _2''Cr. F'3R0 FL. SI�1a•LL- o HaUre' GHQ I r✓ol �� .�� 2 IJD �= L)? I��/I,-,�� t� . 361914+) 321*147 '31-+*14, 84-0141 22*`14) ?0014 ITIFH-, 171*141 -16*14, 8 f14, 7 04, Ib l� la l - Ia,IU (.�4�_. 1 'I,G I� 210*F1471&,7f�',3-r'�. 2NO FL. '_�601�+ bl 1e),1/q r✓. s v S s s 5 S s s s 5 N➢ 5 6�`14, 1�, /(#, lid, Pout I q�as� 3/4"G. (�I=� aP f, a�T S (ol��: c r 2b LvPr �� t�f', b ��'T. Ta ���c r� r-W, F� NttL�{ t2ooll I?oor� 2fS L8#14 tr�N 6"lotIs FIRST FLOOR ONLY' GROUND FLOOR... L 0#14 IOt* SP> �-2" 1 1 ,//-l.vyC-�p,,,o- X ell o I �YsT� sY N _ a 1:1`14 THHO z Z REVERSE SCHOONER UNIT ( TYPICAL ) 1 SCHOONER UNIT ( TYPICAL) SPIN4AKER UNIT ( TYPICAL-) TELEPHONE BACKBOARD ( TYPICAL ) Z x _ rt -� I t4-If3 H1 -17 db n ndb21' f ✓C� GUkJC.-'dI e�4 rz!J4 -16 n HP4-IS � I-ids-lo tW n � -� i 12TH FL.1 9TH FL. IL a o _o y N a P 0 I LL M LV N ' V W a o rn V m M �n Q M Z' W �a 0 N - _o O M ry rr:IS I4 � NI�3-8 1-11 iJman Gb L _ _� _ 8TH FL. La _ vp Lu dbrp ri (b _ -- --- 3RD FL. TRAD EWINDS UNIT ( TYPICAL) (WO 2"cd�ir�J �''GnIJDLII ( _ _ CIO 1�'P.nwlfh lit_-rYi�ta ,.it�+ -r .�_,,.,, I,t CABLE TELEVISION DIAGRAM ,1/476 A Fyn ZP f °h,P 1 . r. ,�T'�if�� - . . .- _ b r a b h a m 305-832 55M x debay and associates consulting engineers 2725 n auslalian aenue west palm bench. florido 33407 SHEET NUMBER E-10 OF ;) w t1 ;. ■ 070.0F AIA/VIA4940 dux 2Vx 24 VI/ �. NOSB VALVLr3)CAP KE'SPE,2 CH.OIAI ` /@fAOIc 14N.Yf (7VIPI CAL F'L6191�� a " G/?TE VALVE %V/ L ®CUING A4DLa4Af /AI PRECAST CONC. VALVE IDOX WI iI/ C4�jc_ coJCK n►.T�• 2 .. ....,.. ,aim_lm j ff I%Z �p t o o�Y �< F. WAIN F!�FZ. WAi N LEGEND 0 —Q ' GEUDAN7 SPt2�NKdE.R klFap --� uPaiGu7 Sva�N►c�a ur_av '. a z —Q SiD�Wpy. t�p¢ulKU�Q 41FAD z m --� S�i>�WAu. �21Nk�Q NEAD�EicCt?Ut�flGoYC-2A6E� _•. it • • • • •. d-•• • • associates c west palm beach, flonda 33407 G o � u uJF v w V UJI toIX � N VVI uj O .i V m w N N LuJv M K Z � �a v �Y uj -o om SHEJT NUM FP-O 7i Pin Mill 8 i 11 L.t I l .:". -. , a ,i•� .r ..y :r ':`„ 4- ,n^"i: v vvY. by " .. ': :.^ > ::.,.I ?", .'.,.,: Q 1 i. s 4 t vE < rz# c F 2�+ 3 Y• r� T a v e. tea' a i 4 k 8 v# dr£ it I � ,�:4 yq'4e°t a fi ari E"a s i LOUVERED POCK ri BUILDING ONE GROUND FLOOR.,. -.PLAN — AIR CONDITIONING ' w ,t o . U i - b �r {tis,,I i..�-�u 6 r ,�j x.., l3 nw ,'4 ,.. : .a:n'.+u. �`.��., ..r.. `: �,���n. .+., �.,. ,: .... ,, « X ^...... a...,....ti "d. ,s, k<: x f 4, wig Y £� =.w 3. .,,.� �QE ., ..« , $i ..�F. ._.;.4� °i"w `�:._,..,.. �. :. d "�t..r sty � h„.i ..;i .... 7; :I ..i.:. ➢ ,..., � ,. ......fie ..,, ' .r'b�, d`* +. ?�. i a e<.�,.: ¢ ` [ '. t �fri �.:+„r.i`.'fi.^ ,. * ., ,_„i.,9vi '.a.:,, 1. �e,.,. s � q . �- 4a�uua?a :.. - ,, c�� t Y m Z 3 Q O m� N lV W Q �1 •r j *, 12 x 12 CD I5 x 15 \ \� GD IZxI�. 3-0jocrm FRC, 18x1i 2ox8 �1 + R/A, CrNJ AC 8 f 14x8 2/A 0PNG Gx� i2x7 "/d CD i:=2gx9 ZCX7G�t✓�__ �/ '� R/A JPNGkIt \F= FM �� \ -►Oxp '\I - GCNJ hCN �J 2oxa / �CTTi5Yi3. �CF=M CD 15x 15 i� x8 J GROUND FLOOR PUBLIC AREA - AIR CONDITIONING ji�j,W I Y t b r Q b I 1 a m 305-832-5579 'Vbcbdebay IC� and associates consulting engineers 2725 n. ousirdion avenue a L o0 O O P H U� W w � o Z= V m w N w N Q 7 o[ , Zo W O� N to 0, SHE ET NUMBER AC®4 uw Moo top 4 ^! 1 y sd*`P 9 If :If fi A' lit " yu it 7 AS 1 El AIR DISTRIBUTION DEVICE SCHEDULE MARK DESCRIPTION MAKE/MODEL REMARKS CO CEILING DIFFUSER M97i`ALA!Rr 5CCC O O W R WALL Rr.Qgl5TE P_ " V4004 D E a E x HP UST GIRILLL F:1<U FIL-TER R9TURN <',reILLE MELAL oNRE RHF C TG iRANS�EP. GRILLE r —RH (9) �.- QAL OUTDOOR AIR L0UVEfL Alr�wiNE [-3-43b E.JCTRui�ED O © HrALr-_xHAUST' AIR 1.,OUVtn_7K Alr_b0Is XG4t.\ ey.`(Ru[7E[7 ® O O 0 1;,-IL-rt�R rrpmt�_ © INs*G'r 1!16P1515_�N COOLING TOWER PERMA - PIPE MODEL NO. FT-400 1366 GAL. - 920 ENT. WATER & 850 LEAV. WATER AMBIENT AIR AT 910 F.D.B. & 79' F.W.B. WATER TEMP. RANGE 60. FAN MOTOR I5 HP 208V-30-60HZ. ADUSTABLE BLADE, GEAR DRIVEN FAN. TOWER HOUSING OF FIBERGLASS CONSTRUCTION. NUTS, BOLTS, WASHERS, ETC. TO BE STAINLESS AS OFFERED AS OPTIONAL TRIM. VIBRATION SWITCH IS TO BE INCLUDED. BOILER RAYPAK MODEL H 1336, "RAYTHERM" GAS FIRED BOILER RATED AT 1,336,600 BTU INPUT AND 1,069,300 BTU OUTPUT. 3130 GALLONS PER HOUR OF HOT WATER @ 40" TEMPERATURE RISE. PRESSURE DROP THRU THE BOILER IS 4.8 FT. HEAD. 2 PASS COPPER TUBE HEAT EXCHANGER WITH BRONZE HEADER. 24 VOLT COMBINATION GAS VALVE WITH GAS COCK AND PRESSURE REGULATOR, 120/24 VOLT TRANSFORMER, A.S.M.E. INSPECTED AND STAMPED, 160 P.S.I. BRONZE HEADER, 125 P.S.I. PRESSURE RELIEF VALVE AND ELECTRO- NIC INTERMITTENT PILOT IGNITION. FAN SCHEDULE MARK SERVICE CAPACfTY (CFM) B.P. (K WQ) MOTOR R,P. ELEC.I�V. (V/PH/Cy) MPL 8 MODEL REMARKS EF-I j011eEj b(I�%ill ^ �'' ?W iZ•:3'I �O i-ENN VENT Z-6� O O EF-Z a,,TH 2.2o t/Ps" 1'30W 120-1-GO PEWN VENT 2-8 1D EF-3 EL&C.TRIC. ROOM 27 I/4" 1/5 2013-1-60 PGNN VENT- Ewe` 24 EF-4 TRASH ROOM Boo I/a" /'7 Izo-1-600 PENN VENT -�'B2(; ®� Q = '�I;Y r-_ (z'rM i30o 1✓g" Ijg 120-i-!�G PFNN VE.N j 714-T U 0 EF A ✓NIv,CvJ�Z /JtA ( 1/B 1/10 120-I G® r--LNN Vswr-F70K O 3 E!-7 pUMF' 1Z ✓'tvV1-100 PrNN ve�j -FtoV �Z SF-8 P'X>GCABANA V8 130W IZo-I-W F2ENN 210 O Qi bl S� h1 N �-j' SW I"rG 1, 610I ,✓rN� {z wn STNfJ4 �s���� s � / Y f r /Ai AIR CONDITIONING EQUIPMENT SCHEDULE UNIT j j NO. A! -I MINIMUM COOLING CAPACITY (6TUH)Q SUPPLY AIR (CFM) 26)00 OUTDOOR AIR (CFM) �--V MIN. HTG. CAP. (BTUH)� _ �32 GPMi ` _-- EER I (C-4Q.) --�{_ 16951 I0.£3 CAP (HTG.) 3.3 MAKE & MODEL CON. UNIT / FAN COIL rLA.I4�jf'Jw Hl_�-V 62 — T AL 62,C40 SENSIB 4-4; AG2 50,04V 37Gx 1704";' — �5. 13•0 11.0 4.0 �FHr r-,V52 3 34 25, x 2a,:!a — 44,,XV 9.0 11, 2 410 AG-4 34, E 25 4 1200 — 44 6CO 9.0 11.2 4. 0 IN&5 34044:2 4GIW 1200 — 44,660 9•0 11.2 4.D rHr He134 PvG-6 50,0�O 37, E 17G2D — '-5,000 13-01 11,0 4.o ry H r- V 52 AG-7c� 34, 000 2 5, 400 1200 1 2p 44, OOL-�/ 0 11, 2 410 r r H I; H 3 q Al, 7 lo 34j(,)X 25,466 4 rH� g 27,boo 20 20 ,40 71 IL4 1, Syr AG-q 34,Ceo 25, 40o 12oo 220 44; 0oo p.o i i, 2 4.0 r0 " 1 19N 34 AG ID 34,XJD 25¢LY� 1200 — ¢4,000 9.0 11 2 4,0 r-H Hr-N34• A/, -I I ro2,COD 4ep,5oo 2006 — 82,ox 16.5 I0.S.3 3.0 eV 602 0 1-f-i e3A�f=v oil 9 50I,WT) 100 W.1- r1 B6)167 � -�-f V f�r�Cl GF�11 pHl`A-ri"6kr'AGt(Ty fa4,Gio`170°r--t�`, AiKIfcN1r �-,' 7oo0- ,t/A.'r n.0 PUMP SCHEDULE MARK. SELECTION BASED ON G.P.M. FT. OF, HEAD HP. VOLT PH. R.P.M. IM PELLER SUCT. DISCH. REMARKS MAKE MODEL 5012 - 3 i 13 6.0 107 5D 201A3 ? 1750 12" �0I 3 1360 1 D7 50 20-s-3 3_ 1750 12" p° 5" QI 121 5 5 I o I1/4T20 ( 1725 — 2 %2 2l2 QI �UM1 TG' tfC e.AP.A,p-I�OUN'? G l;NV SU--I tJ, ��G�(I._x ti I:�I_II�/ `. t�.� -,I; _ - NJ� ZAz,( T 0�' UNI'1 / PI-Yw�v txlx%g"ANGLE - - I 3x3x%f3� F'L/��'+✓ tJ aTr,: AN6-t h'F�MF ro B c�rnPL�{�lY w�l v~r� Toc-_THOSK.wel-v5n+_t;'Ta ?;It -- I Z,� AIR CONDITIONING UNI1 n.t.s. �N%I NI= �!--� �o!� � r ��! •- .�! � :.�t nt-'fir 1� b r a b h a m 3l5-83n-5 ' t debay and associates 1 consulting engineers 2725 n oustralian avenue 3✓� �s / west palm beach, florida 33407 r a o _o O a P a Vf to � V - W a � Lo o Z=o W V m M of N W Qo� Ze , N N _o o� SHEET NUMBER AC-5 Of t=111111 `Y-sTI;A W/ .511 > a VALv><�- •� ez K YAW 14T�f� — API �I51 `yCfY •) 4Y vr.41I t.1 `ZONE SKr! Uw I mw_�UF WA(�� T __ =r rr_yr) v✓A1.1, arI �ol�, J/ n� ::� AG- � TOWER, PUMPS AND BOILER PIPING DIAGRAM CONTROL SEQUENCE 3' -3' PUMPS P-1 & P-2 SHALL HAVE ON -OFF SWITCHES IN STARTER. PUMPS SHALL BE-G MANUALLY SELECTED & ONE PUMP SHALL RUN CONTINUOUSLY. THE OTHER PUMP IS FOR STANDBY. DURING COOLING CYCLE BY-PASS CONTROL VALVE SHALL BE CLOSED. TOWER FAN _ r SHALL CYCLE TO MALNTAIN 85'i- UVG.WATER TEMPERATURE. WHEN LVG. WATER TEMPERATURE DROPS TO C,5�F(ADJUSTABLE'+6) BY-PASS VALVE G SHALL OPEN. IF WATER TEMPERATURE AT AQAUSTAT CONTINUES TO DROP TO 600 (ADJUSTABLE ± 100) BOILER & CIRC. PUMP P-3 SHALL START. -7-fIA r_i_. 51µ MAKE UP WAVER COOLING TOWER IIBV., IB AMP., I PH., INTERLOCK I 1 2 WITH CIRCULATING PUMP, , a INJECTION POINT Ia p LEGENb� ITEM QUAN I WATER METER E.C. A 8 ® •� 2 BALL VALVE I 81 3 GLOBE VALVE ® e 4 IMPULSE CONTROLLER _.J 2 5 AUTOFLO COND., Cil PROBE S 8 I I SWITCH TO ROOF DRAIN 7 DISCHARGE TUBING B CHEMICAL PUMP BLDG. A/C UNITS G AGiTATOR 0 10 POLY DRUM & COVER ° 1 ' 12 CORP., STOP ®INJ. ASSY. 1S SOLENOID VALVE 14 CONTROL VALVE III SUCTION TUBING IG CIRCULATING PUMPS COPPER TUBING 17 SIGHT FLOW INDICATOR LOW 9► COOLING TOWER 3/4° STEEL COUPLING 3 D TREATMENT SYSTEM. WELD AT SO°— 4S° 0 USE SCHEDULE 80 � POLY TUBING - M I T C O INJECTION DETAIL C Tom' 1 2 RISER DIAGRAM n.t.s. E LL vALvr- -12� 7--�IAMuAI.Ly VtNT J f�ZPK PrAI N I NG .4 4 r m m a Z 3 1/4 -r Q w o 4 AG- 2 A 4- 2 12'rN�� o w Q w :] tt � i a b r a b h a m 305-832-5579 debay i� and associates consulting engineers 2725 n. aushalian avenue west palm beach, floricla 33407 a ® � P J V9 rS Lo V L4j P � U) -- o Z10 m w N N N M K Z O N N 0 M N 7 SHEET,' NUMBER Al of t:l r,T t 1 N k. L{' l+ ki C w 1 t TJRYw E I i OR`(WE LL ti \ G i566 r14"SCALe FOR ' >lz"HOSE 188 f�LUMi3/n/G LAYOur of �_� /B" 4�F,f-� 7A:RWNATt: /f3-AfF ¢. V E ¢ pb8LIC 4R9A SH•/�•4 �`r WATE'k N-'ATER 'fi t .4 F / A7' cE/LING 9 _- r__, AT CLILW6 c \\ C \/ C/ec. 1 '. '71 1 i \ ` FLOOe d '' i Reoo,e PT j / V 114 y„ , i \ z \ Y , �%4 C MLIAI � c�O \ �C AT` CA1L1W7 i \ v t 14 N `cf CONn/ECT Tr- uM6 C., B" ' vTFacK �- �_ _ , a� 4 00 , P ISCHOONOt / 660 ., 2„ > -- - SCHOONER (REV) ell \\ _ C 4., , � SPINNAKER (REV.) �� 3'• �\ t ,t �� \% SPINNAKER ; \\ & 9 \ O Q`� p °5 2 3 3 a _ FL9VA 5Er ✓TErAIL 's 9 ,r , -z„ mac• � CO. �'\ �.-" i C.3'RD �`"W z-. AV .9" ..$" / , �y,' L \ <r / t LA ,Y �\ M , u € f I � son Zou =64 � / - T A I c$/4 nvr, - �a`N Of �c,arvonr f�R I t5� LOW ,. /D was Jkl 4 3 au f WATER a ., ✓ Nv. \ . H�ATEkA 1/ \ y .- )o-CCkiP N l �\MEM vp 777 PT W V �/ I.�i �, 44 c t1l n.Ot / v/ 7RAN5PORd18E Ord ��qh ,� ,,i 1 10 '^ . \ .^ ..._... ', .:.:. :.-: ., - \ { i ..` , ♦` �/ HOLOIAI6 TXiM�' Vd 9 CiRM Y=i `' ) I ` a' / �� �. l / I J.P V ENT Up L W S.i,-.Z Yh�r" U1,11 `, % uFwc /' tt 4ltIY.( <'s'1 / , A c7R`(wE4i_ a PIF1i vN,Vr5 mC)Ij j IN `,, � / 1 „ �� t _. ! - avratvL Z� n° � > �" AT cE/LnVG i tf9jlixv. `�S�tiGDLLi �" 76%MtINA76 l$"AF x,Lai �1�2 170 3r t4t� j�Ut AT TERMINATE 1SW-F- IG' uA j cEIL /Nc,�� DNA l am. Gf-K (�E 15�>-\�}, 18' A vE FL- tixT a - I asp e/as r ur Wit ov L,- IN I Il"ar3 �FiN`F 1� r HOT & I; II u P__7 P_2 p 2 COLD WAITR 12 1 3/4 11 v 1 2 , / I/2 MENOMINEE ru 2 1 IL -- wri r��< d to � RISER DIAGRAAII FOR THE TRADEWINDS • . 3 i t •, , r r f Ili 5 I >. 1 _EA OIL STORAGE TANK! 777 ., SCHOONER (REV.) FAV _WlaspA SPINNAKER P j1 8 i 2 � fir• / I/2 � �-... __ j0OF SCALE 1/4' : V— 0° Ay/G FAI i, NT PLANS -- PLUMBING '' t dp SF "�l _�� FE { L Y— TRADEWINDS I WOO 11 rek?, I 2„ '(bcio b r a b h a m 305-832-55N debay Y and associates conadting engineers 2725 n. aushalian cNenue it L west palm beach. fKxda 33407 I a o� v W \d tLJ • o WINE IC m � e 5 w H own Z a �a �o o� W` Z Q W 0 O06 - W LLJ ZQ Cl CA Z r SHEE€ NUMBER ; P-2 OF ".—.._ jj 1 P�2 ` u 12 3/4M\ \ 14 �v \ � 4 72 f I , ca7L 7« nL4cs77NE t p_-421 ' / /=EE"L' LINE T.) / A L L OIV FO2, l2EF, A2EAtOVAL HOT & COLD WATER RISER' DIAGRAM FOR THE SCHOONER N , T, 5. _7 P-2 314" "Lr �fi � L7lSH l YZr� CO/L ICE MAKER r FEEJ7 LINE TO vt �3/ It ALLOW FOR REP ///� IZE1N 0 ✓AL t u � � �I V HOT&COLD WATER. RISER DIAGRAM FOR THE PASSPORT \\\110-011 /2 /2-4- PASSPORT I SCHOONER 7 Ti v -- 1 P 7 �/\ Ti, ' i 0 iz „P-z a `- u It 31� 441, .� PP 6 1 W. 3' WASTE (' ON L TYPICAL APARTMENT PLANS - PLUMBING SCALE 114®a V— O® n F a —o O� 0 � LL^ UW L V uw Wr a N o ji 2 . = o m M wti Q � a, Z v a LQ .. p OM a• 9 r �I d e b o a m 832.5579 S HE E T and associates NUMBER �6 0 consulting engineers 2725 n. oustralion avenue P`3 * , LI 0F _ � west palm beach, florida 33407 a�. ,�,vEN'C up P-to 4 / 2� { 3/4 Ir \ i � I8NRP)v FLOOR yz P- 4 14 I,�z•. P i P !4• P- P Ar 9- _ s HOT AND COLD WATER RISER DIAGRAM -PUBLIC TOILETS W 7 Im P z0 ,!!!�A,u Na p / ABOVE 5" 7 � � f i 3 GEEING CE/L !N6 2! A t i f CIO. if) I \ / 5 " y` 5" l� ff O WASTE AND VENT RISER DIAGRAM -PUBLIC TOILETS ep O� u CY Lm CS LL p uj uj m n m w n t(1 (V < - z' V N , �Q t J L-!' JILT' -- J L vT L-' S° JT� L L T 3ROOF �m F'-- D" ��— r D15HWA51i€R � r � Di2Att.l HLiaE ;r P5FL W IL ( W I i J W +T I 4 r V `x . �a 2 I wrM > 11 r� ry —e ! = Dt4NWp5HER V u I t I 6: I MM ,� I •3 , RS '� P—� 2 - --- -- - ------ -- --_- F L JtKe-V-hl-f q1N \ �4" I (GYP cAI L - ¢ . � s � - a -ram P-4 2u DIspG�AL r r7_t P% I MNosE 15 s°ta oe a« � ,' U!J SIP CD s" �. � niS�sAL. f a < � Dt5uwA5NF � � q1- 2f s 8 3 ! L72Alts NOSE % \ r ' ns I5T FL (2 �Gabdobrabhamsr25579` SHEET debay and associates NUMBER P 3 consulting engineers 2725 n austrokan averpe P'~5 WASTE AND VENT RISER DIAGRAMS �� 2� �u Z� OF 7 r.. U. �'-a fi U. _ _ _ rt� west pam beach, flaidn 3340I , —N-�.s._ i v 7� F E). m W,, s"v TR ) t L, P-7 P-8 2 I A- 2 IIJ i I 4„ P- 3 / 12„ P-2 2 A4 10-2 2"Lb i r l I p-/ 3„ i I P //2" I I r' i Ewa 3" I 3" I P=2 / V2 „ P-2 2' NY' P P-4 4" 4 P-2 U-z I P-6 I a y2' ¢ „ 3„ r P-2 ,P- 2 P- b P-/ — I � 0 4" 3 P_/ j �P-4 12 P-3 ? i P--2 �I 3 3 P- 4tj 2' zz P-2 I P;2 I P-b (Ilk 3" 3" P_! # a P-2 Tj P 3 I P-6 t t 0-1 a f.:1. sJI 'AFL. w brabham debay s H E E T and associates j NUMBER consulting engineers 2725 n austn4ar venue ` 6 _ OF west palm beach, fluKia 33407 , PLUMBING FI X TUBE SCHEDULE MARK DESCRIPTION MANUFACTURER MODEL SIZE VALVE OR FITTING No. SUPPLIES TRAP CARRIE R WMAKE �n AC'ESSORIES WASTE. VENT C.W. H.W. REMARKS MODEL P 1 �V TE, CLD' . A 4 AC\£�¢Ct g aT i? :a LILT 210.405 15 '`. G ;a PiA cNJRCH 53 il Cl. P-2 COUA'75,q LAVA1"ORY 1;ay 0j rtE. ---- DELTA 595 MPU P-3 RPATH 7UPs AME_WICA N (5ANDARD 5175CfIZA. 2&05 10312607, 10q 60" DELTA (o43 - - DEVtA POLISHED GH2bfs7FPOP UP DRAIN I/iz" I�" 4 1/2„ l/2 r--4 SH0\ zR t'-5 klTCiIEP.t7t ELK/; { P5R - 3322 a' x 2z T DEL 1 A 40 I.K qq 57TNAINL�S, r� / l� t /2 t 2" ,� -__....a 1/ P)�O NDC LL.KAY LKp-60 P15P05AL- 1 �ia WM f,, IMEp r''+ie %.' UU 1 ljr pAy R- rht? SItU� ELtA j'SR- 1517 "x 17'' T�l7A 2171 /f z: l: P-8 rz!�bT'r! `TLir� 6>`( jNE,�a_ DE:ITA 2710 --- DELTA F'OL)SHED ctlt c A/ E Up OAIN 1%Z" I'!2'vE P-9 %'V.AICR ci..LS`j AA`EI?,#rAl "Ai11PA(�t7 ELCJ,VGr,`{'F.r GAtDwa 7' 20g.408 "fib Ul?Ir A).. /V,' FF,ICAN STANDAl�L? WASH 13ROOK 6501.010 -- . SLOA1Y.1. IS& - \VALL 14APJ r-k 2" 1 112 '/4a .�_ .;.,.... P_i2 } t4R IE��< r� < .iCt r-;�Y C)T tEr�S 1.:71,.. EL£CT,31C \VATEa CXLER wA�15 H- 1,1� - 7 '<,IA L E / P:14 PUBLIC LAVA-rORY AMIE9I1CAN �;1ANPARP APok�LYN 0476 e OZS 20" K 17" PE44A 525 N1PU I'" I %z" �`2" %2"_ p-15 S H O W LR P�LTA, 2 — %2" %2" J oSA M 3Gr -A UI KAL oY Pin 1 N __p-1�0 MOP RECEPTOR FIAT M i 0 - 2424 24 x 24" (=1A7 630 -AA v2 j LY (cW� C,0. WA541 DOW4J . _ —I---� ~' _ I47" FL °., CAST IRON GRATE L� i 13'FL SJ�o Lam YVMP �L� I • } 1/ 24 RE1NF. CONC. PIPE C.W. COLD WATER H.W HOT WATER -- -- oN WEsf slpg ar- A+A ��G3vR 11q _ ai5F9 oNLy _ I �4_ — - FIN. GRADE R ECIR- V.T.R. RECIRCULATING VENT THROUGH ROOF [2�*FL Vi' y"`� Sri -it �� '_. __, _.,_ V VENT I. F D. FLOOR DRAIN 11 '"FL R D. ROOF DRAIN , P TRAP O.S.D. OPEN SIGHT DRAIN D ACCESS O '0 N A FF ABOVE FINISH FLOOR 1QM FL ,•1"-� A.P ACCESS PANEL y C N.I.G. NOT IN CONTRACT M q F L z.J,,"adn� �°r` -XQ PIPE ANCHOR � GRAVEL . I ® _ G PIPE GUIDE FILL? ---- —+f ---- UNION 8'" FL x _ - '$uw z - --------- --- FLEXIBLE PIPE CONNECTION —---tx-- GATE VALVE ----fit CHECK VALVE 7TM FL • CONDENSATE DRYWEL • -- - - -- GLOBE VALVE PRv. PRESSURE REDUCING VALVE t PRESSURE RELIEF VALVE (,'" F L P•R,V. C.R1 _ :.__ BALANCING COCK tNstau a�4"'p-TRAP - STRAINER (rxG�`raL a" FL P.k.v. P.Ry. I THERMOMETER Q PRESSURE GAUGE 47" FL - — -- -- pa.v, -- pa.v SLEEVE PIPE THROUGH WALL FLOOR DRAIN CAULK WATER TIGHT CX OPEN SIGHT DRAIN 3 FL 2 LINEr " EWER SANITARY "5 — ROOF DRAIN r?Q.u. -GATE lyj CLEAN OUT iz WALL HYDRANT 'A�v CHECK VALVE ELEVATOR SOIL OR WASTE LINE I 2 FL — r'p�- p v. UNION PIT __. -_ --- c -- - -- — VENT LINE STORM LINE z' >t'Ent Hui pvsN 6urTota ri"zvo.A.rv.a. �LonR { IsrFL rot Vf 26S�k 5' Ae, F•F. " n " SUMP(MX SIZE 16xl6 xl2 DP) - -- - -- C0� D WATER LINE ___-- wJ� tits A 2' P.A aav- -- -- ---- --- HOT WATER LINE �_ _ _ _ __ �a SUMP PUMP 20 G.P.M. 9 20/TDH RECIRCULATING LINE 115 V.' 10160 HZ.1 113 HP HYDROMATIC SP33A • SUMP PUMP DETAILO APARTI':ENT WATER HEATER ------ RHELi� 4,2X52p52GALI.ON CAPACITY, 6%t'22WATT UPPER ELEMENT AND (�? WATT LOWER ELEMENT AT 240V SINGLE PHASE. ELEMENTS TO HAVE NON- rv,'r,e9. ;JTNIULTANEOUS CONTROLS. ((O'rALIZA-rimr4 45oo W S 005) P WATER HEATER "A" RHEE•l 668-52D, 52 GALLON CAPACITY, (,cooWAIT ELEMENTS WIRED FOR NON - DRAIN SCHEDULE SIMULTANEOUS OPERATION, 240V SINGLE PHASE COMPLETE WITH ALL SAFETY -- AND OPERATIONAL CONTROLS. (-faTC L. gATIN,* g500 µ/ OD Mpg,/) ROOF DRAINS - JAY R. SMITH 1030-12, FORTIFLEX DOME, INTEGRAL EXPANSION JOINT. WATER HEATER "B" FLOOR DRAINS - JAY R. SMITH TRASH ROOMS. 2110 LOCATED IN PUMP ROOM, STORAGE ROOMS, RHEEM 668-66D, 52 GALLON CAPACITY, 6000 WATT ELEMENTS WIRE" SIMULTANEOUS OPERATION, 240V SINGLE PHASE, COMPLETE WITH I/.l,i_ AND OPERATIONAL CONTROLS. (?aTAL. F"R NON- AF I bra hom bda debay I � 'G C. G e 4 g t rCG���.'�.%G •\ w w y ft✓\ /w1 w al w �e F';!. /.'.'T 1.:;.'� JAY R. SMITH SHOWER. 2230 WITH NICKEL BRONZE TOP LOCATED AT POOL fit► ,* -45Cac7 W ($ / �I ^ .� , / I...---' � jjklo, . IC� and associates cansiting engincI&s —�725 r. a s'rclian cmanL-.; .. a -W I ° D west palm beach, fluda 33407 mmmmomw"c,'N a `.^*x....x a�'..w CaS-; c."e "&?:.«=' # nS.. r' , . , . ,'i$�..�,�siat' t f ]4 l t Y fjr a Po A -11 a E�' 36 S "+�' $,� ra A te ya .,.. i N S 0- yhy" vv� iv'Yi.e^�` 3ni K \ (.vie. t" M 5 lF 't "vv%` fti a 5i r 4 v= • :" .) A '�Q••-+G .. '� 1�L.J T" ' l Y�1 iKFM t � ly ll�".Y'yy y q fk� � ` Y' ih yry J: ! r�+%£fiA�CStM 4{ Y Y1�. M.f � .. rj,Jv;�." n�uJ J.IA...'''.I AM 1C , i OUTH, RANGE 41 COUNTY, FLORIDA E BAST INDEX TO DRAWINGS DWG. NO. DESCRIPTION DWG' NO. DESCRIPTION 1 COVER SHEET 7 LIFT STATION 2-3 HORIZONTAL CONTROL 8 SEWER DETAILS 4-5 SITE DEVELOPMENT PLAN 9 WATER DETAILS 6 STATE RD. A-1-A IMPROVEMENTS' 10 PAVING & DRAINAGE DETAILS met TIERPI'moNING b `+ 7, K. .... ,+ ���h9ea4`��l E n,, r . GI d�,l. J" 2�iti�r. r�tFl+., h�i k`"tkh �Jh�pui„lK ' :: tt .. . �Y;s �„� ��•',i': .'.`�: a ,r t �": � �.. ,��3»%. .&9E s?r::1 .¢l * .-?C«;s Y I � IN, " � � � � �` 8� 5w RIGIN , AVENUE, ,IE S �� � E 15 P.O. BOX 1449 M E�^„ , FL. 33482 (305) 464-3537 ._,4 wt x Yai DUNE WALK .ss kc t !i xaR n yl ' Mpg S y3 .� �.� �. �6. ATLANTIC OCEAN I APPROX. DUNE LINE COASTAL CONSTRUCTION CONTROL LINE 43.6g . 30 �N r. S.J N2/°4/'17"W 986.46' (TO NORTH PROPERTY LlNE)� `V 964.3E 5o.00 r �SPA (P POOL DECK 13�' BUILDING #1 �--� POOL �� POOL 3 0� 239.03' CABANA h' - a y BUILDING 2 BUILDING 1 CONSTRUCTION CONSTRUCTION 2.52' ' in m 77 00' 20, N 20' /0' /0' 5' s H/C H/C H/C H/C I I I I I 5, 5R SR.. ..�. L. 54 5R l0 265' SEE SHEET 3 "' o I I I I I /O.SR W 5R h I I I I I I --I�-r-- 1 I I_L— -Ir---11-,7-- ro F �—E rr8 I I I I I I I I 5.8' /ro' 8' 16, 16, I I ( I 5F? " 5R 5R 5%? N m SFi 5R 5i9 5%? 51 ro /o, c Re N 9.5 35R 1— LO N.20°23 08 W. /95' I � I I , I ' I i I � I � I I , r EXISTING DUNE WALK I ' , I I ' I � I � I , I , ' S 21'12'46"E 399.1 I � \ , EXISTING `I SALES CENTER i I i S H/C H/C H/C 340. 04' o o� .�C Rj / 7Y � 42) 03 D ' 3 /4.04' STATE ROAD A-1—A N 60 90 r— SCALE IN FEET ) �vJ DATE REVISION ?I/8h88 6[Aj. L°cA7ioN-/o :e CULPEPPER a TERPEN I NG,INC. CONSULTINGENGINEERS LAND SURVEYORS FORT PIERCE, FLORIDA x/ 01 VACANT ISLAND DUNES OCEANSIDE HORIZONTAL CONTROL )ESIGNED BY DETAILED BY CHECKED BY DRAWING NO. B.C. D.W. DATE SCALE JOB N0. ?-Z-88 /" = 30, 8{7-7/ 2 OF 10 DATE REVISION ?I/8h88 6[Aj. L°cA7ioN-/o :e CULPEPPER a TERPEN I NG,INC. CONSULTINGENGINEERS LAND SURVEYORS FORT PIERCE, FLORIDA x/ 01 VACANT ISLAND DUNES OCEANSIDE HORIZONTAL CONTROL )ESIGNED BY DETAILED BY CHECKED BY DRAWING NO. B.C. D.W. DATE SCALE JOB N0. ?-Z-88 /" = 30, 8{7-7/ 2 OF 10 AF 45167 AF 45167 0 30 20 10 0 30 60 90 G-- - APPROX. MEAN �IGH WATER LINE SCALE IN FEET I - -- -- --- -- -g- -- PPROX. DUNE LINE _ _-/o- - - --- --- - - - i Le -EXISTING DUNE WALK - DUNE WALK \ ,,-COASTAL CONSTRUCTION CONTROL LINE � 1 1 \ N.2/°4/ l7 'W 986.46 (TO NORTH PROPERTY LINE) i 8 22'12'46'E 399.29 I \ 964.38- _-- -- _ N N%r i \ \ SPAOD , ♦- - / POOL DECK EXISTING 1/ SALES CENTER gr- - _ - << BUILDING #1 B -_ LOBBY F.F.ELEV. •9.004 � \\ PROV/OE 3UBhRADE BASE COJ/f?SE ON POOL POOL CONTRACTOR TO ,SJJPJ�[.v ----_-_�RETENTIOI*/EXFILTRATION AREA CABANA SURFACE MFlTER/RG --� - - h INVMAINTAIN /8 00 /N % y - _ - - B No sE SAA! E.4Y1C ♦ ` - 2..� k X 9 1=r - CLEARANCE UNDER/ FIRE MAIN OR B CUT / 9- T \ M t PRO 5'CUR 35' a 9 - �S- (SEE DIY P A• (MAXO - '- PRoV/oE 6 MEL.H. yEGvER ® -- - •• 16 8o a , 55 LF 2/ x /S••CAP �. JOINT PLL/C7 ��' 2 PYC. W9 ER SERY/cE FOR H. ACCESS g. 6ro 13 0 LOPE / jFT> W�M/TERED ENq /O"R.wlt> BUILDING 2 \ BUILD N6 - - - - - 9 - -9-//2% S - - - - - - 2 CONSTRUCTION NSTRUCTION 6' 4RTE I'AL!/E4"G.Y \ s'� ti 4 - b 9 / Wl&"X6"REoUCER540) B.5.P4/- 9i6,rRKC. dYFITER MRiN /. �; �pB B^gy 9 Qqb 0 9 TYPE P' ^ 1. � _8.---- ZO. E3•' TEE __-� •�. �Q _--S____ ... G X¢" � -� � �I STORM M.H. -I- -T - -, - I I I I afi O TFRM,9/N DYEN .. .. Q-.. I I I I 11' ah SEWER �MA/NTA/N ^ 03 Qp N O k G �� MIN. /8- 1I I I � mt t I I I I L)fT STA �10 2' Hro9Aal� 9' 20 r.F "VV.C. 5% H/C H/ k 6, r° �� , �n° ^gyh H/C JHIC H/C ^ . ova b .p RE MAIN , YC a72Ye 20 S.,YZ 6/�2�� S.D. 9 yo 55'ai O. 6'/o 55'do6� 1�^� �ti?u 4p B"F.,iQ 1 n` /SEE MECH. OWLS% n h f�o ?)°� o ti� (p 0� yo (0' �O'60'd 0.6% lCo i0 i6 (p' i0./.) 7g'a%0.6% 00'a70.6% ^0 '1^1 a ^• ^ h.1. ,� 85a)0.60 ,\. $$'a70.6% Sao? ^' A 9 is' o. 6 to co 6 c 2oao,6 o Ostq o\o SEE SHEET TJ \ \ /20'-/8"CA.P 2168 k<M UNDER (ley, //O'EX. TR. F/RE M/9/N 90 /8'CA.? b 763 z63 7o LF/8 "C R.P. /70'EX TR. WfJLK THRO. 70'EX TR. boo STORM ORR/N UNDER SToR a PROY/OE SSV667RA0E yd 64SE C0UR5E I 4PVC.SANSEiK � 7.19 o 11A /3 SEE DETR/L � �. a 10 t✓� ONLY GE/VERgL 1 CON7RACTOq TO SUPYOLYA > 7� y 3 a 7 �� Ma ��-0 Q SURFACE I 1 R3 ^ 9 n a 3`47t b 1L 014 - L I I I I 93 19 3 i 0 v 06 t o 2LLIJ -J n.J A 9 -IF,,T = _MITTI- == r o �01 0 1 ,I ,� 9g _r [� O MAiNTRJN /B ••MiN C$gAR A. . b 1? 6� ^� a o UNDpA �A•/ T. / .LP. !0og'•Al 0�/ CT F/R M N �b SZ B G.Vo % 09 C Z cN�R SV DE F/ E NJ /N F/"9 M //V WE TA $ ON L / c T 5 TR TU E 3 HT y vE T B /1B NDo ED �32ti sa yo 5' " a� 0.6 i ' a �� 63 0 6 • , 1 b �. ° S.0 8 0' 6� SS a 95' 0.6/ - 1-- A\ (o _---- ^ q It B5'o70.6% 1� x# / S D. / 0m y2 FMEONOERW M. /90'EXTR 50 3 6 ' I 1 I I I I I I o\ oo ^. " (D' WJ H/ •, C AR NCE k 9.�oz 11a I I I i j` _L-L--1 I--- L_ I-_� I JN.so: b. N 6•.r4"-Tr EE v,cc 5 cw 5 B"WM. CON5T. TYPE .9'CURB (TYP> EXJST/NC) C"PKC FORCE M.4//V 1,1 20 SANITARY. SEWER CHART �. 3' 7RRN5/TioN ^p2 bA° �6°O �p�' q°�'Bfi�C1YF101f� PREYE+'YTER SS-1 Rim El. = 8.20, TO FLUSH CURB RSSEANJBLY S 3O / Ec�� �NMR6 -CjIIRROHOU5E FFE- 7.75 (SEE S//T 6' MIN SE Inv. = 3. 00 9 / NEW PFJYEN/ENT W/DEN/NCj SEE SHEET �> To S, T P �SROMLYXT T IIM E FP(E pS / 6i NW Inv. = 2.90' f 1` SS-2 Rim El. = 6.82, 3' TRANS/TION EX/STiNIT EDGE OF P9YEMENT 'To FLUSH CURB SE Inv. = 1 . 80' - - - - � - - - -- - - �- - - -- - - - - - - - - - -- -_._ --___ NE Inv. = 1.251 RE•ROOTE 60 L.F, DF I NW Inv. = 1.781 EX/STJNG FORCE MAJN I r--BOFIE Thcff PO- STEEL CRS/NCT STATE ���® w ®�# A SW Inv. = 1.35' CO.ORD/HATE SHUTDbWN OF F.M. WITy OINNEJ9 - -- -`-_ _ 5 !4 M !'1 -- - Avly EX/ST/N�i Eo CiE OF /OHYEMENT - - - - - --7� - �- -- ^' -- LEGEND:--- -- ----- _ TORM DRAIN CHART SD-1 Type C Inlet Grate El. = 6.50' NE Inv. = 3.00' SD-2 Type C Inlet Grate El. = 6.50' NW Inv. = 3.00' SW Inv. = 3.00' NE Inv. = 4.00' SD-3 Type C Inlet Grate El. = 6.50' NE Inv. = 3.00' NW Inv. = 3.00' SD-4 Type E Inlet Grate El. = 6.50' NW Inv. = 3.00' SE Inv. = 3.00' SW Inv. = 3.00' N. Inv = 3.00' SD-5 Type P Manhole Rim El. = 8.50' S. Inv. = 5.00' N. Inv. = 5.50' E. Inv. = 5.50' SD-6 Type C Inlet Grate El. = 6.50' NW Inv. = 3.00' SE Inv. = 3.00' , SD-7 Type C Inlet Grate El. = 6.501. NW Inv. = 3.00' SE Inv. = 3.00' SD-8 Type C Inlet Grate El. = 6.50' SE Inv. = 3.00' SD-9 Type C Inlet Grate El. = 6.50' NW Inv. = 3.00' SE Inv. = 3.00' DATE REVISION CULPEPPER a TERPEN I NG,INC. CONSULTING ENGINEERS LAND SURVEYORS FORT PIERCE, FLORIDA ISLAND DUNES i EANSIDE SITE DEVELOPMENT PLAN ?'ZZ'8S BLOG.COLar/oN /° N alo•ssCRS,,,4 JACK BORE SIZE 3. /688 W2SHAO/N'.rfrEENT DESIGNED BY DETAILED BY CHECKED BY DRAWING NO. - 4 OF 10 DATE SCALE JOB No -e - Z - &S /" c 30' 87-7/ AF 45167 \ ♦ . u 27 93 '"` 22. S2/°27'27"E. S.2104 8 _ --- _ ISLAND DUNES 7-.-. - _-- --- -_.- SD-10 Type C Inlet - Grate El. = 6.50' NW Inv. = 3.00' SD-11 Type C Inlet Grate El. = 6.50' NW Inv. = 3.00' SE Inv. = 3.00' SD-12 Type C Inlet Grate El. = 6.50' SE Inv. = 3.00' NW Inv. = 3.00' _.__--/3 STATE ROAD A-1-A STORM DRAIN CHART - - SD-16 Type C Inlet - - - - SD-13 Type C Inlet Grate El. = 6.50' Grate El. = 6.50' NW Inv. = 3.00' NW Inv. = 3.00' SE Inv. = 3.00' SE Inv. = 3.00' SD-17 Type C Inlet SD-14 Type P Manhole Grate El. = 6.50' Rim El. = 8.50' SE Inv. = 3.00' NW Inv. = 5.00' NE Inv. = 3.00' NE Inv. = 5.50' SE Inv. = 5.50' SD-18 Type C Inlet Grate El. = 6.50' SD-15 Type E Inlet NE Inv. = 4.00' Grate El. = 6.50' SE Inv. = 3.00' NW Inv. = 3.00' SW Inv. = 3.00' SE Inv. = 3.00' E. Inv = 3.00' 'APPROX. MEAN HIGH WATER LINE -..�j-_.-- �/f SANITARY SEWER CHARS , SS-3 Rim El. = 8.20' N Inv.=.3.00' S'Inv. = 2.90' LEGEND:- - -- - -� [.] INLET DRAIN PIPE PERFORATED DRAIN PIPE EX. TR. = EXFILTRAr10N TRENCH R.W.C. - RAIN WATER LEADER C.A.P. x CORRUGATED ALUMINUM PIPE - 6 ` - - = EXISTING CONTOUR 7.50 = TOP OF CURB ELEVATION 7.00 = PAVEMENT ELEVATION 30 20 10 0 SCALE IN FEET DUNE -WALK 9' ® - �C SPA a POOL DECK POOL CABANA, I-- l 5, /NV T ?.an - 2 01 a _ _ _ 9 - �- -� - -9 - - - --- --- -- y MR/,V ¢`PVC' PV.0 WATEfi N/F9/N \ / _ - BUILDING 1 9 20, CONSTRUCTION - GATE YiLLIE(z/)/ _. �/'j W/B'x 6"REDUGER"S` 2J � / - - T -- 7--7;- - -----� I 7EE II I I I I I I I I I -- ' a�k'ATER M%//N UNDER STORM /20'/8`C.A.P� - T _ h-l-\ I 1 1 1 1 'h �> / yI I I I I I _7 -I" -T -+- -4 7 -+ - - _-- _ SEE SHEET b 6y EX/Sr/NCa /O D./P F/Rb MAIN 4""PVC. 8.. �yATEl3 MAiN I W,97ER MA/N UNDER F/RE Mfg/N FORCE N/9/N �( WE7 7AP I I I 1 \\`//7 ,\ EX/ST/Nti 6 PV.C, FORCE MAiN r AP 45167 B a' 4'-6' 0 FURNISH AND INSTALL FLU ALUMINUM ACCESS COVEF NO A 3048 OR APPROVED SEE TOP SLAB DETAIL FINISH ,:RANI - ' FURNISH AND 'NSTALL SAFf CHAIN HOOK :ALUMINUM OF STAINLESS STEEL) 8" INFLUENT GRAVITY LINE INV ELEV J FURNISH AND INSTALL CHAIN OR CABLE (ST, STAINLESS STEEL ( N0. DESCRIPTION ELEVATION A INVERT OF WETWELL -5.00 B PUMPOFF ELEV. -4.00 C LEAD PUMP ON ELEV. -1.00 D LAG PUMP ON ELEV 0.00 —~ 1.00 E ALARM ON ELEV. F DISCHARGE ELEV.4.00 G TOP LIFT STATION ELEV., 8.00 H FINISHED GRADE ELEV. 7.50 I INFLUENT INV ELEV. I.00 r PE WITH TURNED DOWN :REENED. T STATION DINSTALL CABLE HOLDER FURNISH AND INSTALL AUTOMATIC DUPLEX CONTROL PANEL W/ALARM LIGHT 9 REMOTE BELL GENERATOR RECEPTACLE LIGHTNING ARRESTOR I SEE DETAIL BELOW) CONCRETE POS i JUNCTION BOX GAS SEAL T =-) ?SE BIB(PER NOTE 6) ELEV. F❑ "AERGAP" :MODEL FRP \ _LEV ® b' INSTALL 6' I.D. GATE VALVE CONCRETE PIPE )N ELEV ON ELF_V I" O.I.P. ) INSTALL FLYGT ENH- 10 L SENORS OR APPROVED �'. \ 10 ALUMINUM ACCESS COVER 36"z 24' NO.3 BARS EACH WAY _—..—. . W/. - 4" GRADE LEV ELEV. OF WETWELL NOTE: TOP SLAB SHALL BE 8" THICK CLASS It CONCRETE W/MIN. 2" COVER ON ALL STEEL REINFORCING. BACNFLOW PREVENTER VE GATE VALVE \� r HOSE 81B � 4"r 4" / m �1.t9l.C,rJ,lS =� 'p \ I I I I I I I NO.4 BARS N 6" O.C. (TYP.) E:W. �-- FURNISH AND INSTALL FLYGT ALUMINUM ACCESS COVER MODEL NO. A3048 OR APPROVE EQUAL VENT CL WETWELL NO.4 BARS ° 6" O.C. (TYP.) E.W. 4" CHECK VALVE 4. I r NO.3 BARS @ 12- O.C. 1 I ° 4" GATE VALVES -`.• • o. a .. 6" WALLS (TYP.) :D I _� 4"-45' BENDS o: I u A o. O— i I I , TEE & GATE VALVE (SEE PLUG VALVE DETAIL; - n�, �--------- FURNISH AND INSTALL ALUMINUM ACCESS COVER / MIN. 3'-0- X 4'-0' SEE DETAIL BELOW 'Z� i B 6" WALL (TYP) - NO 3 BARS 12 0 C. EACH WAY NOTE. ALL BARS TO BEND �-- - AROUND CORNER. SECTION A -A PLAN VIEW LIFT STATION NOTES 1. Piping from wetwell through valve pit shall be 4" Class 52, Ductile Iron, all fittings shall be cast iron with stainless steel bolts. 2. Float controls shall be Peabody Baines mercury level controls #73612 (suspended) with 30, of cord length provided. 3. Force main shall be 4" PVC C-900 with a working pressure of 100 psi. 4. Wetwell to be coated on the interior and exterior with two coats of tar epoxy such as Koppers #300M or equal having a minimum dry thickness of 8 mils for each coat. 5. All hardware and fasteners to be stainless steel. 6. Waterline with 3/4" hose bib to be constructed adjacent to wetwell. A syphon breaker, Beeco "Aergap" Model FRP, shall be provided upstream of the hose bib. 7. Shop drawings for the wetwell, valve pit, pumps, valves, and control panel shall be submitted to the Engineer and approved by the Engineer prior to any construction. 8. Design criteria Designed Connections .................... 53,600 gpd Average Flow ................................ 37 gpm,,, Peak Flow..................................150 gpm 9. Pump Data Make...........................:...Peabody Barnes Model .............. I...................... 4SEL201 Impeller No .................................. 7 in Capacity .................. ,................ 150 gpm Motor Size ................................... hp Solid Passing ................................ 3 in TDH......................................... 36. ft RPM....................................... 1625 rpm Volts .................................... 208. volts Phase ....... ........ ................... ....1 ......I�..................... 4" n t .Discharge....:.. p K 10. Control panel shall be stainless steel NEMA 311 containing the following: a. Interior Duplex Receptacle b. Alarm bell and exterior silence (remote wired to guardhouse) C. Alarm flashing light - high level d. Elapsed time meters for each pump e. Float level lights f. Lightning arrestors g. Individual motor running lights h. Surge capacitors or other approved surge protection 11. Control panel shall be supplied with 1-1110 ground copper wire in THW conduit. CULPEPPER a TERPEN I NG, INC. CONSULTING ENGINEERS Q LAND SURVEYORS FORT PIERCE, FLORIDA r FOR ISLAND DUNE OCEANSIDE _-___ _ LIFT STATION DETAILS DESIGNED BY DETAILED BY CHECKED BY DRAWING NO__ B.C. RGM DATE FILE NO. JOB N0. J ` 1-04-88 87-71 OF 10 n0 r AF 45167 NOTE: I. MANHOLE FRAME a COVER SHALL BE U.S. FOUNDRY 33A OR APPROVED EQUAL. 2. PRECAST CONCRETE PIPE CLASS III WALL "B" CONFORMING TO A.S.T.M. C-76 OR C-478 EXCEPT WALL THICKNESS AS SHOWN. TRAFFIC AREA E OF RISER PIPE SEE T GRADEx6 CONC. PAD --COVER MARKED"S' 7777,7172%1y.,RED TO GRADE XIST SURFACE M47CH EGROUT ON INSIDE dOUTSEE NOTE 2 MOR TE: CONC. PAD NOT REQUIRED * 4 ROD. IN PAVED AREACONCRETE ALL AROUND. z C.I. VALVE BOX AND LID. '=' o'` ONE CUBIC YARD OF CONCRETE ENCASEMENT. KEEP CLEAR ..-. - .. a ,'•o 'j FROM HORIZONTAL PIPE. SEE P.V.C. MANHOLE 4'_ p" _.a.. CONNECTION DETAIL 8 8 4"-45° P.V.C. ELBOW HOLES 2 LARGER THAN PIPE O0. oo., PV.C. MAIN RACK WITH NON SHRINK GROUT .. 6'X 4'-450RV. C. WY 1 •, P L 1- 2'-0" JOINT 6-4 P.V.C. CAP 6" P.V.C. MIN. AT TERMINUS •4 - 12 E.W.- Y STANDARD MANHOLE DETAI CLEANOUT DETAIL y I 7 I, WHERE REQUIRED BY EXCAVATED LOCAL REGULATION METALLIC LOCATOR TAPE TRENCH WIDTFI SHALL BE INSTALLED FOR MANHOLE WALL ALL PVC WATER MAINS. FINISHED GRADE m /BACKCUT OR SLOPE TRENCH ` FINAL BACKFILL\ WALL TO TOP OF \ I PIPE AS NEEDED SEWER COLLECTION NOTES SANITARY NON SHRINK GROUT 1 FOR EXCAVATIONS 1. SEWER (PVC) DEEPER THAN 5 -04' ALL construction shaLL be in accordance with applicable Florida Department of Environmental Regulations, 12"(FLAT TAMP) requirements and specifications. II� INITIAL BACKFILL L 2. Sewer force main shall be Polyvinyl Chloride conforming to AWWA C-900-75, and shall be Class 150, DR-18. Sewer gravity main shall be potyvinyL chloride conforming to ASTM 03034-74, SDR-35. SPRING LINE rn ASBESTOS CEMENT � a ::.;;;:.; -i P ONE (SIDE TAMP) 1 E 2 � Sewer 3 S we mains shalt be brown in color or have the words "sever" printed permanently in brown on three sides for the M.H. COUPLING WITH O CrHAUNCHING Length of the pipe. RUBBERRING SEAL CO Q\\ 4. Fittin gs for farce main shall be cast or ductile iron, standards body, conforming to AWWA C-110 and ANSI A21.11, w f BEDDING \ \\ \ � � r Class 250, cement lined, and seal coated. Gravity main fitting shall be bell and spigot configuration polyvinyl chloride. � � f• UNDISTURBED SOIL ' ?. " rl� FOUNDATION ff rA • r= 5. Sewer Lines shall be laid on undisturbed ground, or ground compacted to 98% of maximum density in accordance with AASHTO T-180. ( MAY NOT BE REQUIRED) BackfiLl shall be compacted to 98% of maximum density in accordance with AASHTO T-180. The contractor shall submit certified density tests pas by li requested the engineer. 6. The contractor shall contact the engineer, Southern Bell, AT&T, Florida Gas, and Florida Cable TV, at least 48 hours prior to commencement of construction for location of any utilities. MANHOLE BOTTOM SLAB 6° O.D.OFPIPE 6° MI MUM SIDE CLEARANCE 7. Minimum cover for force main shall be 30", pipes with cover Less than 30" shall be constructed of ductile iron pipe 12" O.D. OF PI PE 12" MA Lab. (IMUM SIDE CLEARANCE or concrete encased. _I MANHOLE CONNECTION NOTES: 8. Sewers crossing under water mains shall be laid to provide a minimum vertical distance of eighteen (18") inches between the invert of the upper pipe and the crown of the lower pipe. Where this minimum separation cannot be ` I- FOR TRENCHES REQUIRING SHEET ING, SHORING, STA BRACING, RENCH JACKS OR TRENCH °.. maintained the sewer main shall be encased in concrete for a length of thirty (30') feet, centered on the point of 4 BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS. drossing. 2- IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED OR IF THE PIPE IS INSTALLED IN A 9. Existing utilities shall be fieldverified by the contractor. - COMPACTED EMBANKMENT,THEN PIPE EMBEDMENT SHOULD BE CQ PACTED TO A POINT AT LEAST - 21/2" PIPE DIAMETERS FROM THE PIPE ON BOTH SIDES OF THE NPE OR TO THE TRENCH WALLS, WHICHEVER IS LESS. 10. The contractor shall be res ponsible for maintaining existing utilities to Island Dunes Condominium. . 3- BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE kND PROVIDE UNIFORM AND 11. The contractor shall furnish as -built information to the engineer, including locations of tees, valves, fittings, '. ;. '...,.,. ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. MINIMUM ! COMPACTED DEPTH OF elevations, etc. y: 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL S REQUIRE I. 12. Manholes shall be precast concrete, coated with two coats of coal tar epoxy, such as Koppers #300M or equal, applied to the interior. Each coat shall have minimum dry thickness of eight mills. TYPICALT E N C D TAIL 13. Testing for gravity mains and manholes shall be infiltration. Maximum allowable rate shall be 50 gallons per 24 hours, per mile of sewer, per inch of sewer. '' - - .,. •,:• "+ - • " 14, The contractor shall construct the sanitary sewer main to the designated point within five (5) feet of the building. The plumbing contractor shall provide the "Building CLean-out" and make the tie-in. 15, Shop Drawings for all lift station components shalt be submitted to the Engineer prior to construction. DATE REVISION CULPEPPER a TERPEN I NG, INC. CONSULTINGaENGINEERS LAND SURVEYORS FORT PIERCE, FLORIDA DESIGNED BY I DETAILED BY I C11E�KED BY I DROWNG NO. a.c. D.W. -----_ DATE SCALE JOB No. 2 2-88 _ 877l 8 OF 10 — --- - _.a N AF 45167 I LENGTH OF JACK Bi BORE E ROADWAY 6 8it EDGE OF PAVED 8 6 SHOULDER Mi c LENGTH OF CASING PIPE PER PLAN PLACE EQUIDISTANT EACH SIDE OF ROADWAY CL SKID LENGTH 1 _ SKID SABLE /POSfT10N SEE NOTE# 2�SEE-T-ADLE Al BRACE 6"'THICK PLUG SLOPE PIPE CASING ' A� �Sx1D DUCTILE IRON W/BITUMASTIC TD ONE END PIPE. EA. SIDE STEEL STRAP, CARRIER PIPE (M.J.) CABLE, OR CLAMP NCMINALPIPE SIZE DIA., IN. MAX, SKID SPACING, FT. 4 4.5 6 6.0 8 7.0 10 8.5 L ? 12 9.5 ` 40' C POSITION CASING PIPE BRACE ', CARRIER PIPE SKID TREATMENT W/ WOOD PRESERVATIV A _ A NOTES: 1.- CASING PIPE SHAD- BE ASTM. A 139. GRADE A PIPE OF DIAMETER AND THICKNESS EQUAL TO OR GREATER THAN THAT CONFORMING TO THE FLORIDA D.O.T. UTILITY ACCOMODATION GUIDE. 2.- THE MINIMUM SKID LENGTH SHALL BE EQUAL TO THE MAXIMUM SKID SPACING. 3.- SKIDS SHALL BE SIZED TO PERMIT CLEARANCE BETWEEN BELL JOINT AND CASING WALL. 4.- PETROLEUM PRODUCTS SHALL NOT BE USED FOR LUBRICATION OR ANY PORTION OF THIS ASSEMBLY WITH .CARRIER PIPE. SKIDS SHALL BE TREATED WOOD 6.- WHEN THE PIPE IS OVER 12" SIX SKIDS ARE REOUIRED (oi60• JACK & BORE DETAIL HYDRANT(42"MIN BURRY). 1=0" MIN. UNLESS OTHERWISE COLOR FEDERAL SAFTY 4/02h( NOTED ON PLAN, YELLOW 2 COATS. PUMPER CONNECTION 4 V2' A FACING STREET 2- 2 V2" OUTLETS �L WELL COMPACTED Owin FILL. = GRADE SEE NOTE*I I UIVU ""'-`"'�� "`�-- WELL COMPACTED FILL i� I O AROUND HYDRANT. M , / SEE STANDARD GATE VALVE AND VALVE BOX DETAIL. 12" 1O AROUND N 6"M.J. HYDRANT TEE 6"ABOVE DRAIN I 3/4"THRUST SIZED ACCORDING TO MAIN. HOLE. TIES. THRUST BLOCK. DRAIN HOLES MUST BE CLEAR C� ¢ Y VISQUEEN b. I." L J�•• A' IF REQUIRED '0 - ", p-s...Q :, .po';.• WATER MAIN. PROVIDE CONC. THRUST BLOCK 6" M.J. HYDRANT SEE NOTE i2 CONNECTOR VARIABLE USE 3/4-THRUST M.J. SHOE (SEE STD. DETAIL 2.03(b) TIES WHEN VALVE IS NOTIMMEDI- ATELY ADJACENT TO TEE. NOTES: 1- PROVIDE CLEARANCE PER HYDRANT MANUFACTURERS RE COMENOATIONS 21/2"MIN. 2- A FIRM BASE CONSISTING OF BAGS OF RIP RAP, SQUARE CONCRETE PAD OR COARSE GRAVEL (B" THICK) SHALL BE PLACED ON A FIRM LEVEL SUBBASE. 3- FIRE HYDRANT SHALL COMPLY WITH ANSI/AWWA C502, BE DRY BARREL "SR "BREAK -AWAY" TYPE WITH 5V4" VALVE OPENING. 4- THE MINIMUM BURY DEPTH SHALL BE 42 IN. 5- HYDRANTS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/AWWA C600 SECTION 3.T.:. 10 Fill IN I FIRE HYDRANT DETAIL WHERE REQUIRED BY EXCAVATED LOCAL REGULATION METALLIC LOCATOR TAPE TRENCH WIDTH SHALL BE INSTALLED FOR ALL PVC WATER MAINS. FINISHED GRADE �BACKCUT OR SLOPE TRENCH FINAL BACKFILWALL TO TOP OF PIPAS NEEDED FOR EXCAVATIONS DEEPER THAN 5-'0"+ 12"( FLAT TAMP) • A ,. INITIAL BACKFILL L SPRING LINE F•P.U.A. OWNER } • PIPE ZONE (SIDE TAMP) a I MAINTAINED MAINTAINED o ¢ HAUNCHING W M BEDDING \ \ \\\\\ I6 WATER METER 6 OS BY GATE VALVE y" 6" ' OSBY GATE SPOOL UNDISTURBED SOIL VALVE FOUNDATION "` •'-'f`/ „�90 (MAY NOT BEREQUIRED) F%fr. , f� ELBOW 90 ELBOW G"BACKFLOW 12"MIN FINISHED 6 O.D.OFPIPE 6" MINIMUM SIDE CLEARANCE PREVENTER 16"MAX GRADE 12" O.D. OF PIPE 12" MAXIMUM SIDE CLEARANCE 36 P R 0 F I L E 30" MIN. MIN.NOTES: I- FOR TRENCHES REQUIRING SHEETING, SHORING, STAY BRACING, TRENCH JACKS OR TRENCH BOX, DIMENSIONS SHALL BE TAKEN FROM THE INSIDE FACE OF THE SUPPORTS. 8"x 6" REDUCER 2- IF THE MAXIMUM TRENCH WIDTH MUST BE EXCEEDED OR IF THE PIPE IS INSTALLED IN A COMPACTED EMBANKMENT,THEN PIPE EMBEDMENT SHOULD BE COMPACTED TO A POINT AT LEAST BACKFLOW PREVENTER 2'/2" PIPE DIAMETERS FROM THE PIPE ON BOTH SIDES OF THE PIPE OR TO THE TRENCH B x 6 REDUCER WALLS, WHICHEVER IS LESS. 3- BEDDING IS REQUIRED TO BRING TRENCH BOTTOM UP TO GRADE AND PROVIDE UNIFORM AND ADEQUATE LONGITUDINAL SUPPORT UNDER THE PIPE. A MINIMUM COMPACTED DEPTH OF 1 4 TO 6 INCHES OF SELECT EMBEDMENT MATERIAL IS REQUIRED. J.. ,.... TYPICAL 1 TRENCI FINISHED GRADE Z a o Q O cr � a W O U. H Q _z 3 in o = U. � a 00 N H- P. V. C., ASBESTOS / CEMENT OR DAP --/ WATER MAIN VALV CONCRETE COLLAR ONLY WHERE VALVE BOX IS LOCATED IN SWALE AREA (TYP.) COVER MARKED WA4JR ' \ • • .\\ 0 1/4" ROD 6 C.I. VALVE BOX ADJUSTABLE SCREW TYPE I 5 1/4" DIA. SHAFT M.J.-NON RISING STEM GROUT PIPE ALLII AROUNI M �_\ 4 - O '�-- STANDARD PRECAST hm MANHOLE BASE wmmmw CONFLICT MANH6 3/4" COPPER TUBING TYPE "K' OR . SCHEDULE 40 PVC. 3/4 GATE VALVE WATER DISTRIBUTION NOTES 1. ALL construction shall be in accordance with applicable FLorida Department of Environmental Regulations requirements and specifications. 2. Water main where specified as Polyvinyl Chloride, shall conform to AWWA C-900, pressure Class 150, DR(18). 3. Water main, where specified as Ductite Iron Pipe, shall conform to ANSI A-21.51 or AWWA C-151, and shall be Class 52 for 8" & 6" DIP. 4. PolyvinyL Chloride water main shall be blue in color or have the words "water main" printed permanently in blue on three sides for the length of the pipe. 5. Fittings shall be cast or ductile iron, standard body, conforming to AUWA C-110 and ANSI A21.11, Class 250, cement Lined, and seal coated. 6. Gate valves shalt be Muet Ler Resilient Seat, Kennedy Ken -Seal or approved equal. Valves shall conform to AWWA C-509. 7. Water Lines shall be Laid on undisturbed ground, or ground compacted to 98% of maximum density in accordance with AASHTO T-180. BackfiLL shall be compacted to 98% of maximum density in accordance with AASHTO T-180. The contractor shall submit certified density tests as requested by the engineer. 8. No field changes or deviations from design to be made without prior approval of the engineer. 9. The contractor shall contact the engineer, Florida Department of Transportation St. Lucie County, Southern Bell, AT&T, and Florida Cable TV and Florida Gas at least 48 hour prior to commencement of construction for coordination of any utilities. 10. Traffic control, barricades, etc., shall be in accordance with the FLorida Department of Transportation standards. 11. Minimum cover shall be 30", pipes with cover less than 30" shall be concrete encased. Cover on mains within State Road A-1-A and up to the meter shall be 36". 12. Sewers crossing under water mains shall be Laid to provide a minimum vertical distance of eighteen (18") inches between the invert of the upper pipe and the crown of the Lower pipe . Where this minimum separation cannot be maintained the sewer ma;n shalt be encased in concrete for a length of fifteen (15') feet each side of the point of crossing. 13. Disturbed areas within State Road A-1-A shall be restored to their original condition. ALL unpaved areas disturbed during the construction shalt be seeded and mulched in accordance with Section 570 of the Florida Department of Transportation specifications. 14. Existing utilities shall be field verified by the contractor. 15. Water main shalt be tested and approved in accordance with the Latest applicable Florida Department of Environmental Regulations and AWWA requirements. Test shall be AWWA C-600 for Leakage and B-300 for disinfection. 16. The contractor shall be responsible for maintaining existing utilities to Island Dunes Condominium. 17. The contractor shall furnish as -built information to the engineer, including Locations of aLL tees, valves, etc. 18. Service taps shall be placed approximately ten feet away from gate valves, as shown, for testing. FoLLowing testing and sterilization of water Line, contractor shall place a brass plug in all corporation stops. Curb stops shall be removed. Contractor shall be responsible for aLt water tests, as per Cardinal Industries' scope of service. 19. Mechanical restraints to be used on aLL fittings. No thrust blocks to be uti Lized within the system. 20. Where a water main is to be installed below a storm drain pipe a minimum of 6 inches of vertical clearance between pipes shall be maintained unless otherwise directed by the engineer. 21. ALL domestic supply mains, including feed Line from the meter to the building shall be tested at 150 psi. Contractor, after test to cut in meter assembly unit. 22. Fire mains shall by hydrostatically tested at 2DO psi for a period of two hours. 23. The contractor shall construct the building service lines to within five (5) feet of the building. 24. Fort Pierce Utilities Authority shall be notified prior to any wet tap of the 12" water main on State Road A-1-A. (24 Hour minimum notice required.) ISLAND DUNES OCEANSIDE WATER DETAILS IF DESIGNED BY DETAILED BY I CHECKED BY DRAWING NO. B. C. p. W.ATE 2 D 88 SCALE 87JOB N71 9 OF 10 It �i AF 45167 _ I } 7-711 ! !1♦ { _ 1 ! _.. 1 + 1 + i i r r i I . fit..... 1 � { . , I 1 - 1 : r , i r , I i j } I { i I l 1 1 - -- - - _ _.._. r _.. _. _ _ ♦ . -. ...._ • _ 11 - _.. _ _ "1- : r r i ♦♦ i{ i 1 1 �, ,. 1 i t t ♦ i f , ! J : ; r r j 7I t . . 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Y , i , rT ,_I d 4+ Ie ii 5 � ^ , M , Y .� n I S Y fE I 9h' I f t 'm`" v '-v -,.: i` DATE REVISION CULPEPPER a TERPEN I NG,INC. CONSULTING ENGINEERS LANDSURVEYORS FORT PIERCE, FLORIDA � {1 0 DUNESISLAND OCEANSIDE SEWER PROFILE DESIGNED BY DETAILED BY CHECKED BY DRAWING NO. B.C. D.W DATE SCALE JOB N0. 2- 9-ss"0'9' �"=-87IOAOF 10 VERT.. I"= Z' AT 45167 ASPHALT (EL. 6.50 MIN.)... I 6 "4 /3' I8' OR 20' CURB I.016 Min. /.0% Min. PARKING SECTION 48' /6, 8' B' 0 8' PROVIDE ANGLE IRON GRATE SEATS 11 --{ �2 1/2 TYPE 'IE" GRATES ARE CASTED 2" 2 r IN TWO SECTIONS .W L _6,e C5 ) � ffl W Y Q } 3� 0 11"�6 o ¢ ¢ O PE ET DIMENSIONS MAX SIZE R.C.P. A 1 8 C I D E C 2'-0" 3'-i" 2'-4" 3' d' I1" 18r _ 3' 0" 4'-6" S-4" 4'-4' C-S' 30' ADD* S-d' 4'-6" 3'-4' 44' 1'-5" 48" -ASPHALTIC CONCRETE 0" TYPE S-/) U. C it "{ �_2 NOTE. (I) SEE STD. PLAN FOR DETAILS WHEN -BASE (4"L/MEROCK OR CEMENTED COQUINA) �F 2"_ �2 V2 USING THIS TYPE INLET WITH VALLEY' GUTTER ROAD SECTIONS SUBGRADE (8"THICK, FBV= 75 P.S.I.) iF PLAN VZI (2) FOR MORE INFORMATION SEE D.O.T. STANDARDS INDEX No. 232. �E COMPACTED TO 98% DENSITY PER AASHTO T-lBO Sys" I I �-} s34" G(�ATE GRATE GENERAL NOTES Tz,CL• BEVELED EDGES: ALL EXPOSED CORNERS AND EDGES TO BE CHAMFER W r ED 3/4' = 4 BARS F FOUNDATION MATERIAL: WHERE MATERIAL UNSATISFACTORY FOR FOUNDATION IS ENCOUNTERED AT FLOW LINE, OMIT FLOOR AND CARRY WALLS DOWN TO SATISFACTORY FOUNDATION. BACKFILL TO FLOW LINE WITH CLEAN SAND. GRATES: CAST IRON GRATES IN ACCORDANCE WITH FLA. D.O.T. SPECS. -- � I � 1 I I I � II SEE GENERAL NOTES SECTION NOTE. PAVEMENT, BASE, SUBGRADE, AND CURB CONSTRUCTION SAME AS PARKING LOT. ENTRY SECTION SIDEWALK WIDTH VARIES CONC. PARKING ' e EXPANSION ✓DINT R£O'D. e v_ IF MONOL I THIC POUR IS NOT USED / i / SUBGRADE 2 NO. 4 BARS 6" SIDEWALK - CURB DETAIL TRANSITION CURB DETAIL FINISH GRADE //2" CHAMFER BACKFILL ELEVATIONS REFER TO THIS POINT (2) NO. 3 0 REBARS CONT Q.a PAVEMENT 7 7;� N , BASE SUBGRADE CURB DETAIL Wma TYPE 'A' DIME 1974 AASHTO q W h f x A 6 C E F G T. I" ZZZ b 13; .L30' -}aq _LIY J3 Ci O• 2�' ]35 3e3' 2 1 � -22y3 SIOPe 2uS_ fl� 71 1I• f-1d'--. �emmJJY s7 nl�� 6lZ g0.i'._ JI ,� J _y CATCH BASIN AND QUANTITIES N N CONCRETE ICU YDSI Dwbla I T1!R1 4"Od S. le D.w, Tn a ls.n _PICe L Po • RPe P,P- P, a _Qwd 7.67 1200' _L41r_: -033 Q,S7 9d4_- 4.61. D 98.1 O - 115] 1367 -101 Lpp11 026 oll O.H._ 06. 033_ ON 4.6b 001 z 2 qDQ' IBW I➢1' 0.J7 O.SB 0.74 _ lC0 _IlI _Yf2,' -.16L1e 7' 2 W Z1bDg3Y3 L41; 012 ➢.19 O69 D.e2 DA -. US La _ 144__ _2 2 z IW'. _ 9� . 0LI0 _ IX A7* 21, J6B1 -' 12M' 01-. Ob9_ L24 - _31 _,..y_ _ sW .a1_ J�a i w,�¢ R&M O Yd -L334'I-23, IglJ6TSSQ. ,_Lb.Crq0,V__- JS2_ _9D033} L17,_ 6i _IB0 SLS�4.64 aOB_ L J93_ _2L13C( .15N916._ 1]0-.1� '4 �6], 17' _- =ue. 30; - _. -Las_ a e, _ -NR4. -__LSN_ _ L% 2.9_ IaSod__, r I' Beveled Or RowM Conrors 1 i Concrete SIDE, N Or WI 0 -�Sw Reinforced Wi1E WWF 6-6 .6 - WI.4•WI.4 TOP VIEW- SINGLE PIPE 3. Or 5}" 0 Je 2e 1 43 N 36.71 %6 Y10 .RBI Ir EL.7.00 RETENTION/EXFILTRATION AREA EVERY THIRD LOCATION DETAIL OPEN/NG � I BRICK - LOOSE LAID IN 7' BASKETWEAVE PATTERN �o law PARKING STRIPE PARKING LOT WALK-THRU. DETAIL ado$ BASE COURSE pT�RD: 0 pD o3p SUBGRADE �7^ ties .on PEA GRAVELzz 'to 0 o O p o00000 MIRAFI 500 CLEAN WASHED O o o FILTER MATERIAt STONE 1/2"-2" \ OR EQUAL 18" PERFORATED 7/16" HOLES z ALUM. PIPE @ 6" O.C. N HIGH WATER v Do 00 TABLE o 00 EL.2.5 0a0 00 - 0e-�0000 , 0 8000 o0 0 0 EL.I.00 5' 0" EXFILTRATION TRENCH DETAIL PAVING AND DRAINAGE NOTES _ ' AL "C St r Ott' tl to be in accordance with the Florida Department of Transportation and/or St. Lucie Cou(ty `requirements and specifications, as applicable. 2. Roadwork within State Road A-1-A right-of-way is subject to permitting and approval by the Florida Department " Transportation. `3. Disturbed areas within State Road A-1-A shall be restored to their original condition. *ALL` unpaved areas disturbed ,during the construction shall be seeded and mulched in. accordance with Section 570 of 4he Florida Department of Transportation specifications. " o- n 4. Materials for roadway construction shall meet applicable requirements for';rr,dway construction as outlined in the Florida Department of Transportation Standard Specifications, Latest edition. II n.5. On -site striping shall be 4" white traffic paint (Type T-1) in accof,re with the ;Ftorida Department of "Transportation Standard Specifications for Reflective Traffic Paint (S(. -,P '7''-12). off -site striping shall be in ,accordance with the Florida Department of Transportation Standard Specific for Reflective Traffic Paint, the Florida Department of Transportation Traffic Operations Standards, and the Ma ll. on Uniform7raffic Control Devices, ,unless otherwise specified on the permits. ALL striping shall be thermoplastic. �6. Signing shall be "engineer grade", in accordance with the Florida Department of "Transportation Standard 'Specifications, and Manual on Uniform Traffic Control Devices and St. Lucie County requ\remepl;S. Stop signs shall be s30" x 30". All signs furnished and installed by site contractor. +' 7. Concrete for structures, curbs, wheel stops, and sidewalks shall have minimum 28 day compressive strength of 3000 psi. Concrete for dumpsters areas shall also have a minimum of 28 day compressive strength of 1000 psi. .18. The contractor shall notify st t`i ucie County at least 48 hours prior to working en their°F`igfit-of-way... Permits (to be obtained by the an will In , quired from agency prior to construction. 9. All areas of fill, li merock, sta\C,l izat ion, subgrade, etc., shall be compared 20 96% minimum density, in accordance with AASHTO T-180. ' *Uniform 10. The engineer shall be notified �- vbgrade, base and 'aspha Lt, at Least 24 hours in advance of ,or inspection of�u� subsequent construction.11. Upright handicapped signs to be- provided at all hand\caped parking spaces in accoftierct-with the Manualon Traffic Control Devices an\ d St. Lucie County recut rements. ALL slgns,furnished and installed by site contractor. 12. The Florida Department of Tran-'a nted coquina sheltrock is an approved alternative to portation approved local eemi Limerock. 13. Aluminum corrugated meta.;. pipe shall meet the require' ents of AASHTO M-196 and the Florida Department of Transportation Standard Specifications for Road and Bridge Constiiction, 1983 Edition, Section 945. Field joints shall meet the Florida Department of Transportation Standard Specificarions Section 430-9. DATE REVISION ISLA'.' 1 k* OCE A t-1 CULPEPPER a TERPENING,INC. PAVING & DRAINAGE DETAILS DESIGN BY DETAILED BY CHECKEDBY DRAWING NO. CONSULTINI, ENGINEERS B.i � D.W.. .. LAND SURVEYORS DATE SCALE JOB B7 O. �� OF FORT PIERCE, FLORIDA =' 88 10 a. FAI ILI In] 2, W1 0%I`NS"LTING UU U BRA RANI, DEBAY MCGLINCHY & AND 0 U N D ind S115 NGINEER VELOPMENT1 r771. PC; U RWIPDXWO DRAWING �) L lw!�"A L S-12 Shear Wall Reinforcing & E-4 j�j Ac.()IlmTI! tL"I I - - —, — — Az A Micsellaneous Sections ndation Plan S-13 Typical Stair Plan & Sections E-5 Nor Wn 9" C R ev, I ul� Cap Detj is *="*"A3 OF F *8 Bat room rT Grade Beam E - 6 R' �iedj le S 14 Partial Plans Elevator Penthouse A- 1 4 unit Kitchen Elevations E - 7 Ground Floor Public Area S-? Shear Wall Pile Caps S-15 Elevator Shaft Ground to 3rd Floor A- 15 Public Area Elevations I E-8 Vault & Meter Room Layouts S-4 Column Schpou I e A- 16 Storefr)nt Details S-5 Ground Floor blab Framing Plan ME CHANICAL: E - 9 Riser Diagrams PLUMBING: A- 17 Schedul s, Door/Window Elevations M- I Typical Floor Plan E - 10 Riser Diagrams S-6 Typical Floor Slab Framing Plan P - I Ground Floor Plumbing Plan -,Gate Ho se Structure M- 2 Roof Plan E - 11 Gate House and Cabana S-7 Partial Plan 2nd Floor EntrancQ P Cabana Ian & Details Canopy M-3 Gate House & Cabana - 2 Typical Unit Plans Cabana ections & Elevations S-8 Part rt P - 3 Typ i c a I Unit Plans gig I R E PROTECTION: P - 4 Ground Floor Public Areas , gg' S.r MI S-9 Partial Plans 14th Floor Penthouse & Stair FP-1 Building I Ground Floor �,I-MFI P - 5 Riser Diagrams FP-2 Typical Unit Protection S-10 Roof Slab Framing Plan P - 6 Riser Diagrams 1 41 B Lj i I (i i n P Crouncl r oor S-1 I Ground Floor Sections FP-3 Typical Unit Protection P - 7 Schedules & Details T ON Side Setback, Building 5 to South Property Line J, 174.021 2(125) 106.00' minimum to South Property Line lqq actual to South Property Line P-19l �3f, ll,4� 4 GENERAL INFORMATIO Solace Between Buildings 4 and 5 Vr?, Existing G�IPP RM 150.37 + '150.37 + 2(125 + 125) 200.18' minimum between buildings Existing Zoning HIRD 4 331.00' actual between buildings lip, z,-N 'k ace Between Buildings 4and I V1. Two 14 story buildings @ 17,842 35,684 sf Cabana building 800 sf One Gatehouse '100 sf 83.001 + 83 .001 + 2(180 +125 194.00' minimum between buildings A, Total ---7S 371.17' actual between buildings Building 36,584 7 4 K, gg RV Vehicular Use, Paved 469 Sf %55 ' 69 Sf 4 "R 9 Vehicular Use, Grass 0,920 sf x 6 LANDSCAPE 20 If J% Total Vehicular Use 152.389 sf ;, A, 4 trees required and prov South Property Line: 175' 4 50, Buildings 36,! g masonry wall` Vehicular Use, Paved 162,389 sf Two Pools @ 1,250 sf -,W2,500 sf West Property Line: 1220' j 30, 41 trees required and provided + Pool Deck 16,400 sf 2' high masonry wall with bushes @ 10' o.c. Sidewalks 11,625 sf Total Impervious' 222,578 ST Interior: 161,749 sf i 40 4,044 sf required 18,246 $f actual LOT COVERAGE 4,044 sf j 100 41 trees required and provided Buildin s 36,584 sf 0.8399 ac 5.7097 Open Spkce��l pen Spkcs 604 184 sf 13.8701 ac 94.2903 DEVELOPMENT SCHEDULE Total �Is f TT-777 —ac 100.0000 Buildings 4 and 5: December 11&7May 1989 Impervi)us, ,ft Jim Impervi)uS �222�.578 sf 5,1097 ac 34,7361 Perviou, 1 418,190 sf ac 9.6003 65.2639 0. MCI I i", Total 14.1100 NEI 00 PARKING s x cars unit 404 Parking places required and provided g BUILDING SETBACKS AND SPACING * 1h p3l 14 �l`l W, 110t Front �tback, Buildings 4 and 5 er 2-- .001 + 2 125) 122.25'Minimum to Base Building Line 4 - 127.00' actual to Base Building Line B Iding 4 B ilding 5 - 140.001 actual to Base Building Line RV - ATLANTIC OCEAN 11 A rw I R imp 7 r - * 0 o ov U Uj LLJ 0 U) 2 OM LU z 4 LU 0 0- LU z r SHE F, T NUMBER Al OF 2 0__ OZ -40 � 'v. 8wnN i33H'S z -D V/ m m _p 0 m z ! 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I ".a.:',:.' , air,,,..',i... ird'.. !-7, nP a ,� �'q^,fi,F'I };, '" .,,f` z:srr ar,,^tir. "J• .wdM?''"'!&ua .�s _. i v: �.r m , . , a. ., '�✓It bN �J S,u�:{u�r"la,&h�Gdah'wr+�eNf"�bFdn'�fF - r t,.... , — -. .. ;..a, , L.....,, M u vW x fi+ r1 • • a i 1.7 B g XJ, - - 26'-0* 25'-Oo 7-7 12' 3'-4" 1'-4". Fw� r-o, 12'-0" 4-1 12'-2' 13'-Oo II Qoorl Br=opoorl a LIVING $Zoorll '00NER" P A SE3 P 0 T c T" w rlA:5Te 5 4'-4" 4' 51 2"-6" 1'-9' 6'-0' 4�0 6-6 Bep 6- P-0 r 11 rvolm, 6 14 io (17 17' . M—I NOTE : FURRING AND DRYWALL ramw BOTH SIDES OF SHEAR WALL 6'-8" 4) DROP-� 6'-4' 4*, 7-7% 7-5' CLN(;. 3' -2 2'-4' Z F- 6" BATT INSUL. THIS WALL �IS of 4- 3'- 104 4'. 5'-0"13 ROOM PIN411 z1h, CI-9. ROOM 13A-r 041 4 BATH irl tj I DROP CLNG. 2 w, 41 5- 7- -0. DROP 3'-4-fr,--',)0j43' 7-6' Or 2-8 2" 0"I'"I'l 17 CLNG. 1 60, Aovm r. gs,ivVKUP' TO A&4.0 rAvQA-M BA F-I CUNI I :D � PC-N �ITCHJN 0 /X 4' 3' 4- 12'— _- F ". � �� _ 6.. �O N, k 15�,1 CLR. THII FQeW-14 =dJ 9. L 15 CC TO —1 4 -4' 3 4 40 REF Ik )J1 LUN. W/o CLNC ;t #5 DOWELS 5'-Ol TO SLAB 4 B&PRoom FILL CELLS 1 4 21 TYP, EA. ENTRY in I'-Oo II' -Or v 4-^ 1'- -80 3 n 4" 6'-00 1'-0 12" x 12' OPNIQ. ON PLOOPS 2, BP-KF-5-T 4,7, 10, 13. 6'-qm 3'-40 7-6 AFZC-A N ROOF STAIR SEC TIO ?S 2 12' x 48" OPENING - , �70 41 L E 1/2 al !s 3 4 5 1 6 - 12" x 36" OPENING ?S 7 8 q - 12' x 24" OPENING #5 DOWELS !S 10 11 12 - 12" x 12" OPENING TO SLABFILL CELLS )S 13 14 - NO OPENING -T if I IN ROOM - FLOORS 2 4 7 10 13 6" x 6' CEIRAMI TILE THIS AREA NT ROOM & TV ROOM - FLOORS 3 6 q 12 114 T FLOORS 5 C T Y P � � A 111 APPAF1 T M E N T P L A N IS 1 00 O LLJ � LL ¢ 2M IT` A'I SHEET NUMBER A 6 0 IF a PARAPET , l+M, yr GI„iN i'I+ iI 7 f Z4 GA. ALUI I FLA.,�;41IUc4 �7 'I&, GG f7 E,u I LT - U f- LIc.,HT WT_ COWL, GONG- �La.P� T-]E--I- A? 4) t l A F T PARAPET b I i� :r cv ip °D o LIVING ROOM LIVING 2OOI`1 LIVING ROOM I - iv AVID Famr So"00 VER SIf'DU�1�VG�1'En RLol53�p�o"5 TU-lllnlDEWNDS �I 14 , r r r • , 'rLi 6AIGl.OSE p 6 14 Q • ➢ 6'-4 r 4 2'-q 2'-3 --+ I DROP - in cv ,. c O I 2'-5" 2'-7" 4" 6'-4° 4 7 40 r II 18 o r V - — DROP o Q•� M, 14 N tBA+H v � iv :, BATH - CLNG2 WIDE 4 6 t� SPIRAL STAIR TO ROOF v N i� ONLY I4'-6'4' 1`-8' 4" 3'-4° 4' -6' UNIT EPSOTOTALING of "' RIOOM pry ROOM - TT CLR o 351SDEGREES �/ O. — " OI • p =rl 13 M BAR -. - 2-' BATH v' /0 0� yb 9. 2v D 4 ,3'-Ord 4r : 5'_0, o o UP ® :::... 3 5-0" �4' I' I 5'-4 ®N iv r / DROP ® ` ®® of -0", " 0 6 —8r BATH a 27 ® 2'-3" 1-4' cf v a ® BATH �® < �/ N O O �jLr O ry © G o a 14� 13 j _ - O— t \� ow I KITCHEN �I 5 ti , 6 _®� p -0" 1 5 8' 1' 0" .4 1 O" 3'-4" a 4° --8" 7-4" I 4'-4r 0 1 22 :/ I I - v DINING p 3. �® L i o ® ]E-F- ... KI CHE(� ROOM a �0 i I I O rL 1 ` �I N }PW - - - — — — c o I CLR :: DROP O - --- / /� C G I — — O • I a « , �o - - L LUM.lay I„^ .. . _- CLR i �p bICLNG- DEN O W /D 22 I ih dt r ytni tcc<; - I DROP W /V-i �'i I � 22 11 a { 1 .: �- cvCLNG a POh� c '/DJ `O ,.r A/C '. _'/ _ .: o +� a ip 13 H J JJ " b I BAT 2'-6' it -- BEDROOM h - it 1 KITCHEN o �p I a —._# 4I k ) 21 1 I ~ st I9 I EF. — — I'4 LUM CLNG ./ n __may I'-0 6'-0' 4" - 3'-4' 4"� 8" 1'-8'r`4" If_0+ C 0" 6'-0' {4 2_'-4" ,4 3'-4"4", 1'-0" 11'-0" I'-O"'1 114'-6' 4,2'-4'�r'4 1' 4'3 4" 4r 5"-O" 6' , #5 DOWELSL N ' I I BAREA �D O` TO SLAB o L BRKFS - i 1 FILL CELLS I DRAPERY AREA -_ o TYR. EA. POCKET ; ° ENTRY a iq aD 6 v 10 I" 10 W3 W3 3'-8' 0" ° 3 _8, 3'_O' 4, 3•-O" l -0" 8" QD 16 oA 0 16 0 8 © 4' o �6LE:f�D o ; IS 'v 'v H E faDOl'4 FIR& S1AttDPiO� o FVRPD vvr o I A/C vn iy� 5 I MOCtFI@D �2i a I BI T WAS AOPt�b �SDTN. 3� V: I�Z"kM 4ltANN�L ( OC C f1 12 A Y n 31 STOR. dM1+ r� r _ r _ ' _ 4'-0" q'-0" - '-0' 4'-0' 3'-0" 4'_O. I'- ' 2'-0" q'-0' 6-2" 4'-6, bYLC l 6 4"-0 3' 0 4' 0 , I ULU- FZQ LAYOUT NOTES o TRASH BE ROOM _ . , vl 10 CHUTE ' ao Q J NOTE SEE SHEET A2 FOR LAYOUT OF ^ m F_ °D � 5"-0' I'-4" 8" 2'-0' 1. DIMENSIONS SHOWN IN HALLS ARE TO SPINNAKER ON GROUND FLOOR ONLY BE CLEAR INSIDE DIMENSIONS 2. ALL ANGLES ARE 45 DEGREES 3. WHERE SHEAR WALLS ARE OMITTED ON THE 13TH AND 14TH, PROVIDE Aio .i.. TYPICAL PARTY WALL 4. DIMENSIONS SHOWN LOCATING PARTITIONS ARE FROM"- 'ROUGH TO ROUGH' EXCEPT AS OTHERWISE NOTED. THE LAYOUT WORK. DOORS SHALL BE LOCATED SO TRIM ODES NOT REQUIRE CUTTING. ANY DISCREPANCIES SHALL .`:~ a �: kk' a T„a" �' u : , , , r I'-4" 4'-I 5' 6 3--q 8 26 BE BROUGHT TO THE OWNERS ATTENT N BEFORE PROCEEDING ror,er• A� m Isi pq Y g`, '""N. t, �,><an"" s'„ $%i tfi, ,,�i, `f"',;r '}7,f't+, ` 1, [ ^y„r`!1 .,c:. ., j.,, — —I ON , ,`. �' F rm, .. .4 e �,v�'. .r,. r r 5� �& '... ��"� -..: ?. —ten .. � a ': .➢ e...'vv a r 5r ztsf°; - '+. 4 n, �-"' !� a, . �� r a+xr,r ..,a& v� -��., '. "..a��y�C€ ,.,f", � 7. $jy , a, •..,. 4 �°�s,>�e *',';a ^. � .. ;., rc .,''wY , ' x,v _ ,,., �" �*,k iad l�n { xr ds YI�'�,a `�.^ 3 1 Y wl i':, s � x <��• , .w �4'�^d" Fx.>. �{I"h� t� "A, a', +y I M'`Fz}, ���o I I . x;..' ,Pr, e :'p m nl �a ,� S L'd; ' .✓ h '"e"p ��` u, is i 'r��`�i R� i ' � ,.. z': r F 7'+ I l'1 b'.i "� , � (�,,, a v` R x PY} � s"`,' ,,� }i ,. i�y a �✓,�.* b ..."' � ,. ,�:c , s :. ; y 5 �,.s' y1�,tlq • ��e' 'wr,ik'�^t�{ r,r ,�,I, x ue5 '� , � ':: ,� ,aw3'�`'�'i k � I i_ r: 1rh � °na 1".�^..yn i $t $ v { .yam k S'a; "� t ' � i• f ". r+' �'� rt µ�.y; ° ry r � 'I � (4 8' - 3'-10' 6' 5' iI 3'-qr 8, o - IMPLIES SHEAR WALL IMPLIES CONCRETE BLOCK IMPLIES PARTITION WALL 25'-0' 6". .'6' — 25'-0" 6 .'6" 25'-0' 3'-4' I' 0" 8'-6 1/2' 3'-5 1/2" 11 12'-0" f-0' rjo 1' 0" 12'-0' 3'-5 1/2" - 8'-6 1/2' 1'- 8--6 1/2" 1 3'-5 1/2' 1 q'-0" I'-4" 2"-8' 6" 16' 2'-10" I iA ZN I • W2" i0 _k 4 h W2 W2 N o '� .,,F F° o I I QE 16 16 it OE M 23 23 0� p o 24 A I NOTE :FURRING AND I DRYWALL BOTH SIDES S2 OF SHEAR WALL o MASTER MASTER MASTER v° BEDROOM BEDROOM BEDROOM _ , 0 I'-8 4 13'-O" _ _ J' 3 G" 4' Ir If-8" 4 IT-0" I'-0" SCALE '' A� <Le"'bE'r ewr.t° I I cc EC jiCpEd T2 emoC 14 s�A1 A!` ,Lr,&& pve+lf" IN 10-IF' �Alege *i 'T 1" 12po f' i'�, edit ? sJ4.%c 1,.14 TN e Ale. irC. `Lr)"T vane IN fFPvELJt1Rs i,.Jlrj�.b x �� a 15'-4' 24'-0' 6-0' 8" 2'-0" � oe O° V'f J Q V VW a O , MOWN L,J o m N N z' ui a N 0 _o N SHE E T NUMBED? A 5 OF20