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HomeMy WebLinkAboutOcean Harbour North (Bldg. D) 35609■ 4 f CONTRACTOR: �� 2 ^� gu��^+� 'Sp PHONE NUMBER: ARCHITECT: h'o�en� So�,6e.zw PHONE NUMBER: 990 'OWNER:—�_11.R A f/O2rCwfA %✓✓C1 �/N 7 IUD /JOX 2+(S3 S74Ak7 LOCATION: 05.e P-A) t AvkLorL N%n:A b'/�w D 1/mx7� /:1A TYPE OF OCCUPANCY: Rec'c�� 1 t+ia I TYPE OF CONSTRUCTION: -' SIZE OF BUILDING: /5'y=r' x GY'-rr" NUMBER OF FLOORS: T stozCr ` p �o"`i° RECOMMENDATIONS: �j ..oa //oe..s ,y.vd iiiz o...�.+aA s .° �• A11✓R G O l Y//1 i1/�0./ c /f it// �@ R[�020_ mac/ L7 A fl e -. I I 7z- f a i CONTRACTORS RESPONSIBILITY TO NOTIFY BUREAU ON ALL INSPECTION r-� FLORIDA ENERGY EFFICIENCY CODE FORM 900-B'84 rVM OUILUIMU %,UWA 1 MUt, i rvn SECTION 9—RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES - DEPARTMENT OF COMMUNITY AFFAIRS CENTRAL 4 $ 6 PROJECT NAME Ocean HarhoUr UrA ta A& R PERMITTING OFFICE: AND ADDRESS: 1 - CIRCLE CLIMATE ZONE: 4 5 6 BUILDER: PERMIT NO.: OWNER: JURISDICTION NO.: STATISTICS ❑ DETACHED a ATTACHED IF MULTIFAMILY, NO. OF UNITS COVERED BY THIS CALCULATION: AND TGLASS YPE TM,SOLAR CLEAR' TIAND SCREBN SEPARATE CALCULATIONS ARE REQUIRED FOR EACH WORST CASE UNIT TYPE. CHECK IF THIS CALCULATION REPRESENTS A WORST CASE CONDITION. � SGL 1 ¢ 1 SGL DBL DBL NET WALL AREA AND INSULATION CONDITIONED FLOOR AREA CEILING INSULATION CBS R= I FRAME.. R=.. UNDER ATTIC SGL. ASSEMBLY 3 1 5 ❑5 1 4 1 1 �0 EJ:l 0 5 t) R= m R= A COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER SYSTEM aCENTRAL ❑ NONE ❑ ROOM ❑ PACKAGE TERMINAL AC EER/SEER= �•� r X� ELECTRIC STRIP []GAS ❑ NONE ❑ OIL ❑ SOLAR ❑ HEAT PUMP: COP = ❑ ❑ OTHER: ❑Z ELECTRIC RESISTANCE ❑ SOLAR ❑ HEAT RECOVERY ❑ GAS ❑ DED. HEAT PUMP: COP = ❑. ❑OTHER: CALCULATED E.P.L: In accrdance with Sectici 553.0,07 F7,S. and S S CALCULATED E.P.I. MUST NOT EXCEED 100 POINTS 1 hcreby certify that the plans I Review of the plans and specifications covered by th .. calculatinn inni_ , - - - -- 4•.- „ •:�,�� ipneuce wpm me cares compliance with the Florida Energy Code. Beh ,construction is Florid Energy Code completed, this building will be inspected for compliance in accordance with Section 553.908, F.S.OWNEqIgGENT BUILDING OFFICIAL: DATE: 1 vrw 1Cy <C' _ --- DATE: MI3 DATA 15 TO BE SENT TO DCA BY THE LOCAL BUILDING DEPARTMENT. 1 FOR �MA..84 CLIMATE ZONE!i4 9C I DESIGN CREDIT POINTS (CP) CEILING FAN IN COND SPACE (max 5 CP) 1 MULTIZONE A/C SEPARATED BY DOOR 5 CROSS VENTILATION (1 CP per: room) -1 ) WHOLE HOUSE FAN (min. 1.5 efm/s.f.) 5 MOD STOVE 5 FIREPLACE WITH OUTSIDE COMBUSTION AIR 2 9C TOTAL (not to exceed 12 points) / 9D HEATING SYSTEM CREDIT POINTS r NATURAL GAS/PROPANE HEATING OIL HEATING L DESIGN PENALTY POINTS AND DRYER IN COND SPACE ASS OPENS LESS THAN 4Q'/o E WITH INSIDE COMBUSTION AIR 0-0.9 1.00 0.98 r_079�2N 0.74 ( �.7 0.90 6196> 1.00 0-0.9 1.00 1.00 1.00 1.00 ;,i .0� 1.00 (Lw 1-1.9 1.00 0.98 0.92 Q.75 0.78 0.91 - 0.96 1.00 1-1.9 1.00 1.00 0.99 0. 8 0.99 0.99 2-2.9 1.00 0.98 0.93 0.77 0.81 0.92 0.97 1.00 2-2.9 1.00 0.98 0.95 0.93 0.92 0.93 0.95 3-3.9 1.00 0.99 0.93 Q.81 0.85 0.93 0.97 1.00 3-3.9 1.00 0.95 0.89 0.87 0.86 0.87 0.89 4-4.9 1.00 0.99 0.94 0.84 0.86 0,94 0.97 1.00 4-4.9 1.00 0.92 0.84 0.81 0.81 0.81 0.84 5-5.9 1,00 0.99 0.95 0.87 0.89 0.96 0.98 1,00 5-5.9 0.99 0.88 0.79 0.76 0.77 0.76 0.79 5-6.9 1.00 0.99 0.96 (1.90 0.92 0.97 0.98 1.00. 6-6.9 0.99 0.85 0.76 0.73 0.75 0.73 0.76 7-7.9 8-8.9 1.00 1.00 0.99 1.00 0.97 0.98 .93 Q.95 0.9 0.98 0.99 9 1.00 1.00 7-7.9 8-8.9 0.99 0.99 0.83 0.81 0.72 0.70 0.69 0.67 0.73 ,0.7 0.69 0.67 W 7 9-9.9 1.00 1.00 0.99 b.97 0.98 0.99 1.00 1.00 9-9.9 0.98 0.79 0.67 0.66 0T.1 0.66 0.67 10-10.9 too too o.99 b.99 o.99 o.99 1.00 too 10-10.9 0.98 0.78 0.66 0.64 0.70 0.64 0.66 11-11.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 11-11.9 0.97 0.76 0.64 0.63 0.70 0.63 0.64 913 HEATING SYSTEM MULTIPLIER HSM HEAT PUMP COP 2.5-2.6 2.7-2.8 2.9-3.0 3.1-3.2 3.3-3.4 3.5 & HSM .40 .37 .34 .32 .30 .29 SOLAR HEATING SYSTEM (BACKUP SYSTEM FRACTION) x (BACKUP SYSTEM HSM) ELECTRIC STRIP HEAT 1.0 NATURAL GAS/PROPANE/OIL 1.0 (SEE TABLE 9D FOR CREDITS) PTAC & ROOM HEAT PUMPS MINIMUM COP 2.2. HSM FOR COP 2.2 - 2.4 = .45. SEE TABLE ABOVE FOR COP > 2.4 9H COOLING SYSTEM MULTIPLIER (CSM) EER/SEER 7.8-7.9 8.0-8.4 8.5-8.9 9.0-9.4 9.5-9.9 10.0-10.4. 10. 0.9. 11.0-11.9 12.0- ELECTRIC CSM .83 .81 0.76 0.72 0.68 0.65 / 0.62 0.59 0.5 COP 0.40-0.44 0.45-0.49 0.51 0.54 O.55-0.59 j 0.60-0.64 0.65-0.69 0.70 & I •GAS CSM 1'� 50 1.25 1.20 1.09 1.00 0.92 0.89 MINIMUM SEER/EER LEVEL 7.8 FOR STRAIGHT COOL OR HEAT PUMPS; MINIMUM OF 7.6 EER FOR ROOM UNITS AND PTAC. FOR ROOM UNITS AND PTAC CSM FOR EER 7.5 - 7.7 = .87. SEE TABLE ABOVE FOR EER > 7.7. 91 1 HOT WATER CREDIT POINTS HWCP ELECTRIC RESISTANCE WATER HEATER 0 GAS WATER HEATER 10 INSTANTANEOUS WATER ELECTRIC 4.5 GAS 12.5 'HEATER ELECTRIC BACKUP 8.5 HRU (A/C) WATER HEATER GAS BACKUP 15.0 ` HRU (HP) WATER HEATER ELECTRIC BACKUP 10.6 GAS BACKUP 15.4 HEATIfUMP WATER HEATER COP (D�CATED HEAT PUMP) 1.60-1.89 1.90 2.19 2.202.49 2s0-2.79 2.80-9. CREDIT POINTS 9.0 11.4 13.1 OVERALL SOLAR FRACTION` 0.1 14.4 15.4 SOLq>a m= ELECTRIC BACKUP 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 2.4 NOT.yATER $i GAS'�BACKUP 4.8 7.2 -.14.2 9.6 12.0 14.4 16.8 19.2 21.6 2i 11.4 *_PERCENT OF ANNUAL HnT WATeo ee....�..__ _.. 12.8 _ 15.6 17.0 18.8 19.8 21.2 22.6 2e --- - - - - --um o is i hm +900 = OVERALL SOLAR FRACTION A FORM WO-A.84 CLIMATE ZONES 4 5 6 WINTER SUMMER OR AREA SGL DBL WOF (9F) GROSS WINTER POINTS OR N NE E SE S SW W NW H 7? FOR USED AREA SINGLE DOUBLE SOF (9F) GROSS SUMMER POINTS CLR TENT CLR TINT N 101.3 67.2 176 149 147 124 _ NE 101.3 67.2 263 221 226 189 E 27.4 101.3 67.2 Q2 27.4 356 299 307 256 1.0 8192.6 SE 101.3 67.2 339 285 293 245 S 27.1 101.3 67.2 .771 2113.8 27.1 1 272- 229 230 193 1.0 6205.9 SW 101.3 67.2 339 285 293 245 W 40.4 101.3 67.2 .96 3928.8 40.4 356 299 307 256 1.0 12079.6 NW 101.3 67.2 263 221 226 189 H 3.5 -21.2 591 494 521 434 S 60.0 3.01.3 .96 5234.9S 60.0 ° .79 �89^.8 6C.0 101.3 99 6017.2 50.0 29° 70 12558.0 I H = HORIZONTAL GLASS (SKYLIGHTS). SC OTHER THAN FOR GLASS 0.83 WITH SOLAR SEE SEC. SCREENS 902.2(a)5. FILM TINT MULT. OR TINT. MAY BE TOTAL GROSS WINTER POINTS 44080.9 1 TOTAL GROSS SUMMER POINTS 76994+ 2 R=-4.2-4.9 1.14 R = 5.0-6.6 1.12 R=6.7&UP 1.09 DUCTS IN CONDI- TIONED SPACE 44080.9 1.00 J4080.9 DIVIDE BY CONDITIONED 44081 i 1133 ._....--- R = 4.2-4.9 - 1.14 R = 5.0-6.6 1.12 R=6.7&UP 1.09 DUCTS IN CONDI- TIONED SPACE 76994.2 1.00 769Q4.2 76994.2 DIVIDE BY CONDITIONED 47736.4 I 1133 .......-!2 i CALCULATE ENERGY PERF RMAN E INDEX WINTER SUMMER HOT WATER E.P.I. ADJUSTMENT ADJUSTED CREDIT PTS. PENALTY ICALCULATED POINTS POINTS PTS. 91 SUBTOTAL MULTI. 9B E.P.I. 9C + 9D PTS. (9ELt E.P.I. 38.9 + 42.13 0 _ 81.03 x 1.19 - 96.4 _ 1 + 3 - 98.4 THE CALCULATED E.P.I. MUST BE EQUAL TO OR LESS THAN 100 POINTS. CONDITIONED 901- 1101- i301- 1501-- 1701- 1901- 2101- 2301- FLOOR ARE q (SO. FT.) 0-900 1100 1300 1500 17DO 1900 2100 2300 ABOVE ADJUSTMENT 1.11 1.15 1.19 1.24 1.29 1.34 1.40 1.47 MULTIPLIER 1.54 3 9C I DESIGN CREDIT POINTS Cp CEILING FAN IN COND SPACE (max 5 CP) 1 MULTI ZONE /UC SEPARATED BY DOOR 5 CROSS VENTILATION (1 CP per room) 1 WHOLE HOUSE FAN (min. 1.5 cfm/S.f.) 5 WOOD STOVE 5 FIREPLACE WITH OUTSIDE COMBUSTION AIR 2 9C TOTAL (not to exceed 12 points) FEET N NE E SE S SW W NW ' 0-0.9 1.00 0.98 0.92 0.74 0.77 0.90 `' 0.90 1.00 1-1.9 1.00 0.98 0.92 0.75 0.78 �0:9'1 . 66 1.00 2-2.9. 1.00 0.98 0.93 0.77 0.81 0,92. 0.97 1.00 3-3.9 1.00 0.99 0.93 0.81 0.85 0.93 0.97 1.00 4-4.9 1.00 0.99 0:94 0.84 0.86 0,94 0.97 1.00 5-5.9 1.00 _ 0.99 0.95 0.87 0.89 0.96 0.98 1.00 6-6.9 1.00 0.99 0. 0.90 0.92 0.97 0.96 1.00 7-7.9 1.00 0.99 0.93 0.95 0,98 0 9,9 1.00 8-8.9 1.00 1.00 0.98 0.95 0.96 0.99 0.9 1.00 9-9.9 1.00 1.00 0.99 0.97 0.98 -0.99 0 1.00 10-10.9 1.00 1.00 0.99 0.99 0.99 0.99 1.00 1.00 11-11.9 1.00 1.00. 1.00 1.00 1.00. 1.00 1.00 1.00 12 UP 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 NATURAL GAS/PROPANE HEATING _ 112•0 I 9E DESIGN PENALTY POINTS WASHER AND DRYER IN COND SPACE 3 TOTAL GLASS OPENS LESS THAN 40% 5 FIREPLACE WITH INSIDE COMBUSTION AIR 5 0-0.9 1.00 1.00 1.00 1.00 1.00 1.00 f1. 1.00 1-1.9 1.00 1.00 0.99 0.99 0.98 0.99 .99 1.00 2-2.9 1.00 0.98 0.95 0.93 0.92 0.93 0.95 0.98 3-3.9 1.00 0.95 0.89 0.87 0.86 0,87 0.89 0.95 4-4.9 1.00 0.92 0.84 0.81 0.81 0.81 0.84 0.92 5-5.9 0.99 0.88 0.76 0.77 0.76 0.79 0.88 6-6.9 0.99 0.85 W.76 0.73 0.75 0.73 0.76 0.85 7-7.9 0.99 0.83 0.69 0.73 0.69 - 0.83 8-8.9 0.99 0.81 0.70 0.67 0.72 0.67 0.70 0.81 9-9.9 0.98 0,79 0.67 0.66 0.71 0.66 0. 7 0.79 10-10.9 0.98 0.78 0.66 0.64 0.64 0.66 0.78 11-11.9 0.97 0.76 0.64 0.63 0.63 0.64 0.76 12 UP 0.97 0.76 0.63 0.62 : ' 0.62 0.63 0.76 9G HEATING SYSTEM MULTIPLIER HSM) HEAT PUMP COP 2.5-2.6 1 2.7-2A 1 2.9-3.0 3.1-3.2 3.3-3.4 3.5 & UP HSM .40 .37 .34 .32 .30 .29 SOLAR HEATING SYSTEM (BACKUP SYSTEM FRACTION x (BACKUP SYSTEM HSM) ELECTRIC STRIP HEAT 1.0 NATURAL GAS/PROPANE/OIL 1.0 (SEE TABLE 9D FOR CREDITS) PTAC &. ROOM HEAT PUMPS MINIMUM COP 2.2. HSM FOR COP 2.2 - 2.4 = .45. �SEE TABLE ABOVE FOR COP > 2.4 9H COOLING SYSTEM MULTIPLIER( EER/SEER 7.8-7.9 8. 8.4 8.5-8.9 9.0-9.4 9.5-9.9 10.0-10.4 10.5-10.9 11.0-11.9 12.0-UP ELECTRIC CSM .83 .11-- 0.76 0.72 0.68 0.65 0.62 0.59 0.54 COp ' 0.40.0,44 0AS-0.49 0.50-0.54 0.55 0.59 0.60-0.64 0.65-0.69 0.70 & UP GAS CSM 1.50 1.25 1.20 1.09 1.00 0.92 0.89 MINIMUM SEER/EER LEVEL 7.8 FOR STRAIGHT COOL OR HEAT PUMPS; MINIMUM OF 7.5 EER FOR ROOM UNITS AND PTAC. FOR ROOM UNITS AND PTAC CSM FOR EER 7.5 - 7.7 = .87. SEE TABLE ABOVE FOR EER > 7.7. 91 HOT WATER CREDIT POINTS (HWCP) ELECTRIC RESISTANCE WATER HEATER 0 GAS WATER HEATER 10 INSTANTANEOUS WATER HEATER ELECTRIC 4.5 GAS 12.6 HRU (A/C) WATER HEATER ELECTRIC BACKUP 8.5 GAS BACKUP 16.0 HRU (HP) WATER HEATER ELECTRIC BACKUP 10.6 GAS BACKUP 15.4 HEAT PUMP W4RR HEATER (DEDICATED RIAT PUMP) COP 1.60-1.89 1.90-2.19 2.20-2.49 2.50-2.79 2.80-3.00 CREDIT POINTS 9.0 11.4 13.1 14.4 15.4 OVERALL SOLAR FRACTION` 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 SOLAR HOT WATER ca ui ELECTRIC BACKUP GAS BACKUP 2.4 11.4 4.8 7.2 12.8 14.2 9.6 15.6 12.0 17.0 14.4 18.8 16.8 19.8 19.2 91.9 21.6 22.6 24.0 24.0 *PB,RCENT OF ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM -. 100 = OVERALL SOLAR FRACTION 4 ( I:nRPA nrul_A.aa eannere-n CLIMATE ZONES 4 5 6 SURlNER 1 - 2 H o uJw f- z J J U 2 0 O a 0 0 .. 1e..-.. OR AREA SGL DBL WOF (9F) _ GROSS WINTER POINTS OR N NE E BE S - SW w NW H S9 FOR USED AREA SINGLE DOUBLE SOF (9F) GROSS SUMMER POINTS CLR TINT CLR TINT N 101.3 67.2 176 149 147 124 NE 101.3 67.2 263. 221 226 189 E 40.8 161.3 67.2 •96 3967.7 40.8 ass 299 307 256 .76 9271.4 BE 101.3 67.2 339 285 293 245 S 101.3 67.2 272. 229 1 230 193 SW 101.3 67.2 339 285 293 245 w 40.4 101.3 s7.2 .96 3928.8 40.4 356 299 307 256 1.0 12079.6 NW 101.3 67.2 263 221 226 189 H 3.5 -21.2 591 1 494 521 434 T 0.0 101.3 .9 6017.2 60.0 299 .70 12558.0 H = HORIZONTAL GLASS (SKYLIGHTS). SC OTHER THAN FOR GLASS 0.83 WITH SOLAR SEE SEC. 902.2(a)5. SCREENS. FILM. TINT MULT. OR TINT. MAY BE TOTAL GROSS WINTER POINTS 5 4 � TOTAL GROSS SUMMER POINTS 56 Ol • R =4.2-4.9 �- -_ 1.14 F- J R = 5.0-6.6 1.12 >> R=6.7&UP 1.09 DUCTS IN CONDI- TIONED SPACE 34158.0 too 34158 DIVIDE BY CONDITIONED 341-58 j 1050 ......___321.5:_ R = 4.2-4.9 1.14' R = 5.0-6.6 1.12 R.=6.7&UP 1.09 DUCTS IN CONDI. TIONED SPACE 56901.7 1.00 56gM 7 -DIVIDE BY "•,*.'� ^ „Tn CONDITIONED 5,0969.2 1050 zG•^� CALCULATE ENERGY PERFORMANCE INDEX WINTER POINTS SUMMER POINTS HOT WATER PTS. 91) E.P.I. SUBTOTAL ADJUSTMENT .MULTI. 9B ADJUSTED E.P.I. CREDIT PTS. 9C + 9D PENALTY PTS. 9E CALCULATED E.P.I. 32.53 + 39.0 0 71.53 x 1.15 __ 82.3 _ 0 + 3 __ 85.3 THE CALCULATED E.P.I. MUST BE EQUAL TO OR LESS THAN 100 POINTS. B A JUSTMENTLTIP R CONDITIONED FLOOR AREA (S§, FT) a,g00 901- 1100 1101- 1300 1301- 1500 1501- 1700 1701- 1900 1901- 2100 2101- 2300 2301- ABOVE ADJUSTMEW MULTIPLIER 1.11 t15 1.19 1.24 1.29 1.34 1.40 1.47 1.54 3 m FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION P a - SECTION 9—RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES + `L FORM 900'A 84 DEPARTMENT OF COMMUNITY AFFAIRS CENTRAL 4 $ 6 4�A � Code for new single-family detached or multifamily attached dwellings under Section 9 Thi4;form may be used to demonstrate compliance with the Energy of the Energy Code. An alternative to this method for single-family detached dwellings, and multifamilyattached dwellings of three stories or less, is provided in Section 10 of this Code. Only dwellings which are above ground fame (wood Siding, brick veneer, etc.) or concrete wall type construction may be --calculated using Sections 9 and 10. Other types of construction must comply under Section 4 or Sectien 5 of this Code. Additions to existing residential buildings shall comply with the requirements of Section10of this Code. Detailedinformation on how to complete this form may be obtained from your local —1 Nan n,......a,..e.+ m CnmmuniN Affairs Enerov Code Proeram. 2571 Executive Center Circle East, Tallahassee, Florida 32301. PROJECT NAME Odea.R Harbour Units UO-B PERMITTING OFFICE: AND ADDRESS: CIRCLE CLIMATE ZONE: 4 5 6 BUILDER: PERMIT NO.: OWNER: - JURISDICTION NO.: FT DETACHED ❑ ATTACHED IF MULTIFAMILY, NO. OF UNITS COVERED BY THIS CALCULATION: 2 3 GLASS AREA AND TYPE CLEAR TINT, FIL M,SOLAR SCREEN {---�--� I L—I�---J-1T_ J SGL 1 4 1 SGL SEPARATE CALCULATIONS ARE REQUIRED ❑ FOR EACH WORST O'ABE.UNITTYPE. CHECK IF THIS CALCULATION REPRESENTS A WORST CASE CONDITION. I I t DBL �� DEL NET WALL AREA AND INSULATION CONDITIONED FLOOR AREA l 0 5 0 CEILING INSULATION CBS 3 1 5 R= �a FRAME 7', 1 4 R= 11 ❑0 UNDER ATTIC R=m� SGL. ASSEMBLY R= l 0 j] COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER SYSTEM CENTRAL ❑ NONE ❑ ROOM ❑ PACKAGE TERMINAL AC EER/SEER = =2 a ELECTRIC STRIP. ❑ GAS ❑ NONE ❑ OIL L ❑ SOLAR ❑ HEAT PUMP: COP = ❑ ❑ ❑ OTHER: 7 ELECTRIC RESISTANCE ❑ SOLAR ❑ HEAT RECOVERY ❑ GAS ❑. DIED. HEAT PUMP: COP = ❑ m ❑ OTHER: i CALCULATED E.P.I.: 8 5 [ CALCULATED E.P.I. MUST NOT EXCEED 100 POINTS In accordance with Section 653.907 F.S., I hereby certify that the plans and specifications covered by this calculation are incompliance with the Florida Energy Code. OWNER/AGENT: Review of the plans and specifications covered by this calculation indi- cates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. BUILDING OFFICIAL: DATE: DATE: 9A PRESCRIPTIVE MEASURES IMust be met or exceeded by all residences.) MINIMUM REQUIREMENTS CHECK TO INDICATE " COMPONENTS REQUIREMENTS COMPLIANCE WINDOWS 903.1 MAXIMUM OF 0.5 CFM per LINEAR FOOT OF OPERABLE SASH CRACK. DOORS 903A MAXIMUM OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. INCLUDES SLIDING GLASS DOORS. EXT. JOINTS &CRACKS .t TO BE CAULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED. CEILING INSULATION (90g,§) MINIMUM OF R-19. WATER HEATERS (903.2) BREAKER (ELECTRIC) OR CUT-OFF VALVE GAD -BY LOSS. SWITCH MUST BEAR ASHRAE STANDARD 90-80 OR CLEARLY MARKED CIRCUIT LABEL TQ MUST BE PROVIDED. SWIMMING POOLS (903;§) IF HEATED BY OTHER THAN SOLAR, MUST HAVE POOL COVER DESIGNED TO MINIMIZE HEAT LOSS. ALL NON-COMMERCIAL POOLS MUST BE EQUIPPED WITH A POOL PUMP TIMER. HOT WATER PIPES (9034) INSULATION ISREO IRED ONLY FOR RECIRCULATING SYSTEMS. IN SUCH CASES, PIPING HEAT LOSS SHALL BE LIMITED TO A MAX. OF 17.5 BTU /H PER LINEAR FOOT OF PIPE (SEE 504.4). SHOWER HEADS 903.5 WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE. HVAC DUCT CONSTRUCTION. 903.6 CONSTRUCTED IN A CORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE.' DUCTS IN UNCONDITIONED SPACE MUST BE INSULATED TO A MINIMUM R-4.2. HVAC CONTROLS 903.7. A SEPARATE, READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM: 1 COMPONENT In J CONCRETE R 0-2.6 R 2.7-3.9 R 4.0.-5.9 R6.0&UP J a $ FRAME OR BRICK VENEER R 0-10.9 R 11.0-18.9 R. 19-25.9 R 26 & UP COMMON WOOD OR METAL CC INSULATED O STORM DOOR a COMMON UNDER ATTIC R 19-21.9 R 22-29.9 R 30 & UP 0 z J W C) SINGLE ASSEMBLY NO ATTIC R 6-7.9 R 8-9.9 R 10-11.9 R 12-18.9 R 19-21 9 COMMON w U R 0-6.9 7-10.9 NR WOOD R 11-18.9 R19&UP m z CC 00 R 0-2.9 OJ O R 3-5.9 LL z R 6-10.9 CONCRETE R 11-18.9 wR19&UP COMMON RESIDENTIAL CALCULATION WINTER GROSS WINTER = POINTS AREA x WPM 19.5 314.8 12.4 3903.4 9.5 8.2 17.3 4.1 2i1 1.6 14.0 4.8 3 a� .2 20.0 162.6 _ 3253.6 150.8 _ 76.6 40.6 10.2 4.2 3.7 2.6 12.0 7.6 5.9 4.0 2.9 10 0,0 3;01 3150.0 m EDGE INSULATION PERIMETER WPM J < y z O PERIMETER R 0-2.9 60.1 R 3-5.9 45.9 R 6 &UP 30.6 CLIMATE ZONES 4 1 � t SUMMER GROSS SUMMER = POINTS AREA x SPM 23.8 14.5 4564.12.3 11.4 25.2 F 11.4 8.432 3.2 poel.,?? i E BUILDING PERMIT 5rin4 Current Builders N 0 T I C E This notice is to inform you that your a Flood Hazard Zone. This means that 7 feet, ever is greater. elevation of the floor must be set at or 18" above the crown of the road, which - You must submit an affidavit from a registered surveyor, certifying the above floor elevation, within twenty-one (21) calendar days from the time the slab is inspected. Any work done within the twenty-one (21) days prior to submission of the certification shall be at the permit holder's risk. The Development Coordinator shall review the Flood Elevation Survey data submitted. Deficiencies detected f, by the review shall be corrected by the permit holder prior to further progressive work being permitted to proceed. Failure to submit the certification or failure to make required corrections, shall be cause to issue a stop -work order for the project. u Signature a t DiiELCF1viEN p �T c1 0R ■ I �.v y r a3 � r p nIV, TWS 'u 45 a G i � 1 } Y q ee 3 k � 1 h �L x i l 1 f 24- 4 f � h 61* y q S L1'EI F. SONBERG ARCHITEC F T. LUCIE COUNTY uoRFVIEWED OR CODE COMPIANCEDATE ..� TA STANDARD DE COD AMENDMENTS AN IIfj T_ T_ 7 T_ I 1_ _j 52 GRASSED PARKING SPACES (soil stbilized7l L L_ L—J —i _L L I _j ­4 a, 0 all ROOF EL. 114 S I M- ,631 'am$* ALA .S COM IN PICATES 12 x26 HANDICAPPED PARKING _m k di nil 01 -4 .v nw Mriul . commmilm•m, fii 111 11 = � r -. - Q) st rk m � I 66 TYP ION F3 ROOF EL cn 76 Q I AA j 7, ite a t a )G. A 8 C a D BSTORY 39aptS 156 opts )G E 12STORY 94apts 94ap TOTAL ......... 250op ts RKING PROVIDED 503spam TAL ACREAGE EAST -WEST 19. 32 AC 4SITY 12.94UNITS/AC �5 Yxe 111 z 0 U) LLI ir 44 cc LU z z CL w m 2 G LL L) LLJ W 0 a ■ ILIA 2. VIM' cr F ow 0 cl I LL - Ld cr) >. 05 z Z) CL A a W SET 3 OF 1 1. E� 9 door schedule ":1 T-'-2Esf' F . ..... FrPuJ',/ 6'f l+ .'^J-a!"�". r" �;Zi:' -rC, way �a. el, .. , i oc Po YEt`l�L.JSF^ �a G� ., T•'�' 1 vt�e�— hX= lt-i GL �'O Cpa P,L.tC�rL ?1..L.1M . taw'.�}`?i t02 fi�X1Gi:M �`• cL:J�r: 'L� � �'-+ '�� we F:� •�-� F'.•. 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W, 14 Im _- i�V; I k" � �o � , , I V% P"ii I Io L 71 NOTE BUILDING CODE: STANDARD IP ING CODE 1!.& 9DITION, T, 7A­ DESIGN LO rji; ROOF 30 PSF FLOOR: 40 PSF + 12 PSF SUPER IMPOSED LOAD STAIR': 100 P!=-F LOADS GREATER THAN THE APPLICABLE DESIGN LOADS SHOWN ABOVE S NOT BE PLACED ON THE STRUCTURE. JOB SITE SAFETY AND CONSTRUCT PROCEDURES ARE THE RESPONSIBILITY OF THE CONTRACTOR. ry Mom i ba" FT11 1r4DA-f 1 DATA AND REC:FMMENDATIONSHAVE BEEN PROVIDED BY TESTING. BASED ON THEIR RECOMMENDATIONS THE FOUNDATION SYSTEM WILL BE USED: r. r. 'NMI AL ENGINEER IS RE`,PrINS*'I1§-LE FOR SPECIFYING"' AND, MONITORING ALL TESTING, IN`171:1L3,-, 10N, EVALUATION, AND REPORTING RELATED TO THE FOUNDATION -,9,-1*TEM, INCLUDING ALL WORKMANSHIP PROVI,-IONS RELATING TO.THE =;Il STRUCTURE INTERFA CE. THE STRUCTURAL ENGINEER Is RESPONSIBLE FOR SPECIFYING THE MATERIALS USED To CONSTRUCT THE,FOUNDATION UNIT'_:; AND FOR THE'SELECTION OF VARIOUS SIZE UNITS T ORT THE :STRUCTURAL FRAME. EARTHW, 1 61 7 : ALL -`KFILL i OF CRU::;HED AF,° 1HE lY ENGINEER. Th JRE 7 7. NS 1 TY AS DETEF'i-� NO MATES' ­=LL BE F,-EP T HAVE ANENT AT THE !V `7 TEMFl­F �'Y BRAF-ING FF TH117E WALL F,E ALID-dUATE RRAF Itx, IN AC:C:CIRD WITH GEOTECHN':-AL Etv--J.!-R -N EXI=TING FI-I-TINGS, UTILITIES, AND OTHER Z-HFE CONDITION. A5VV FLAF?-p, SHALL DESIGN AND ERECT FORMWORK IN STRICT COMPL T 1 -147. SEE TYPICAL DETAIL_FOR CAMBER REQUIREME11-7­. u.t,N-IRACTOR SHALL COORDINATE ALL OPENINGS AS REll FOR )-!THER rJ TF,' DE,- I-PENINGS WHERE -N THE C -TURAL DRAWING' � ARE TO' 11 -. I SHOWN 11 STRUl- IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC DIMENSIONS AND LOCA-. 014LY T f iN,-- D '-HALL BE FURNISHED OR CONFIRMED BY THE TRADE REQUIRING THE f IF E N T 14' PROVIDE CHAMFERS :HAMFERAT ALL CORNER, -C. IN CONCRETE MEMBERS EXPll TO VIEW. FORMWil TO REMAIN IN PLACE UNTIL C:CINCRETE HA!--'', ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS. A MINIMUM.' OF 50 PSF OF ADDITIONAL CONSTRUCTION LOAD. SEE '::PECIFICATIONS OR AD DITIONAL F JDITIONAL REQUIREMENTS. Willi. 1277 -l:P�LL BE IN A;-"ll WITH ACC 301-72 (R I ''-!I At I ACI f M. I 'NaNUAL OF STANDARD PRACTTFE" CRI_,I "PLACING 1 WRI "MANUAL OF -JANflr,FLl PRACTICE", 1979 j j 0 RA, TO A!:�TM SPECIFICATIs-N t�,' 15(St) GRADE 6 L I - I IJ ­ 1, C). -HALL CONFORM TO A'�TM WELDED BAR W MATS (ALL il JPI< 1­, M 495. SEE TYPICAL DE`Ei­ii'L,;; FOR ':3Pt -ICE REQUI- LJJ rJ!T -:. - [[-EL -PLIC.E'- NOT EXCEED Fr AT LAP -1 - ; - I rj­ , I— --,- - - n!", W 1 TH REINFORCINU RATI!J :il!', EXCEEDING 4%. MAY -H-1- BH'i-cz, I LI, 5.3% MAY HAVE 1/2 PAR LAPPED, AND MAY I-R LA, PED, ALL IN ACCORD WITH AC:I 315-So. MI_- HAN I CAL 1N --it l I -IRE, WITH ACI 4-,9-3R­-i_:. WELDINC, -F 'A -it BE IN l6D WITH AW- 79 AND ONLY UNDER DIRECT -Ji: 1 s-N C'F r­l'! T CONCRETE COVER REQUIRED AS FULLLIW--;-' I NTOEARTH TO EARTH OR WEATHER PF ER 2:: 211 LER -1/2 lN,,, NO WEATHER EXPOSUR N �-,�RE RATINt, F, -tF­- 3/4 CDT RATINF, AND r'1'-,RE j 3/4" AKT-TN at Afr J-rF F• �..L,RDANCE WITH ACI 20 -7 (RO ALL Fr TO HAVE THE FOLLOWING COMPRESSIVE '�,, I- I-EI F'C. = 4060 PSI, ON GRADE: FC: = 3000 Pj ALL t F UP--'t, -TRUCTURE ELEMENTS: F'C=4000PSI. USE AIR - ENTk; P JRE AT ALL PARK I NO DECKS AND AREA,.=; EXPFSED TO WF TO SUBMIT ALL CONCRETE MIX DESIGN FOR RE', MIX SUMBITTAL SHALL COMPLY WITH SECTION 4.3 OF t At SHOW STRENGTH DATA AT 7, 14, AND 28 DAYS, EV!Ai 1LN AND MODULUS OF ELA:-TICITY, CONCRETE COMPRE-S- I SION TE!:17N13 TO COMPLY WITH LOCAL BUILDING CODE. PROVIDE CON- e- CRETE IN t T'z; AS PER ARCHITECT OR MECHANICAL ENGINEER-S REQUIRE- MENT. I ,'-.ERT TO HAVE A MINIMUM ULTIMATE LOAD CAPACITY OF 2000# 1. � WITH A MAXIMUM ALLOWABLE SERVICE LOAD OF 400#. ­W11- �Irl 1 RN lWZ-, 'T v I% v ""l, Q Ax ; , , 1. 1, " T :M ...... ­7 X�q n r p�F G-i. t+.1"I l 10LI A I p'�N c, L 'XA,0 011�1.w, Ijj ---- M�-I• l7�WG�5 IK G PLAN r Nov:. PARAPeTANGHor..I pRoxlr T1E4.6'l-Ii"e 11\1 ICOi'O°J•G. MAX, GO`K�I. En }SRc�M �I-J6 AI`IJ �jxg GAF' 6G'G'(I�St'jE�^1�TIt; cryr.) 7 II \� m- I IL fo 3 �I SHEAR WALL ELEV. AT LINE H (2) N.r�. 3 PLAN DETAIL I m �1 s-7�� 00 STAIR/ELEVATOR ROOF FRAMING; PLAN I r•r�_ , F STAIR ROOF FRAMIN(:I PLAN art-(o�p h a> SHEAR WALL ELEV. AT LINES 4 &7 N. -T s. PLAN DETAIL hi, -j' ` . d 0 m U O M A R T I N >- Q Y V w J > 1 �:Lk3�tlFlCgl1 1'7 U CC c r' S-2 i No. 30278 } MARTIN, CAGIEY & RIVA perSTATE OF f ;• Structural Engineers C• ORIO� : �Ilk- 6650 Coral Way, Suite 405 •••••••• ��� Miami, fl 33155-1777 FqE� E�y6 Phone 13051 661-0310 LJ —Uejr LJ 'k _: r r I;1 1`6] L[D] 51 52 S t) CANT .;.w. 2• tfUC5� gNOWH TO M CLASS "G" (tHALL�p, 5. "5/3" bAS6h OH Gfr)r;ATr-gT ADJACeNT 4- "Mu' 06HOTYdb Po5171\/5 MOM, Fr- 1Ul I:D FOj?i PF�ezp&,ST !ff�koFFlt PEAM• 5.1'"ior, it 5Tl(-^LjrS (�3 SlZ•I:) LI,N.O. U U. FIf"JT STItalRuPC,2' rwm rAcr- a` Cod• 7• All. MP-Mb s TO t�-- f�5AP fWH L-P,:I`T V f2,Ie?' T• dl 5. HOC2 4S 10 Per- STD, CIO �, PiZo.rit�� �IooK oN ExT, � l��f� eµl,Y ►r- � v oN 5��ev, n#- s itism0. El 1= EiNF0R�ELJ V0 NCRIETE 3EAFA SCirlEDULE "}+,• ;'x?"1 ".,,+�^ +i � . Ili m+�£ �"�'�.I�Cr;+�'��+��`, '�'�s��{r, ,w ,e �':` Y 5 tY x r ® Pill . ..�. Y T�v P� ,rf �. Pi .t . r t• J� I r R fflm , g +11, g Y Y x 3 4 [ old ,tiNv.,.ier��'; -u [IF1 i - ry Cj TIT T5mr - ,: •`TAMP �,��,a,�-,, •. s 1. owl CONCRETE SLAB 7l- C ONIC11;RETE SLAB SCHEDULE zn MARK DEPTH A _ B —T C 1D 7� e,i�, F — o M1� YtyE' $ REMARKS it ofiA :,s k rFh} eYk�U1 Y^°yRy"'}y !' I. 'IA5 .k.':'u �xS�• $GP Cn"AAo ..%:w? .. ,°t . } ie- . ; NOTES: POST -TENSIONED CONCRETE: I; I CONCRETE �'TRENGaTHr AT TRANSFER OF PRESTRESS FCORO E TO CONCRETE, :_:HALL BE AT 3000 F.S. I. THE CONCRETE SHALL BE TENSIONED AS OON AS POSSIBLE AFTER THIrS STRENGTH IS REACHED, BUT THE CONCRETE MUST; BE TENSIONED NO LATER THAT 2 1/2 DAYS; AFTER THIS STRENGTH IS' REACHED. ALL REQUIREMENTS AND RECOMMENDATIONS; IN Ar_.I-318-83 AND` ACI-ASCE COMMITTEE 423, SHALL APPLY TO THIS WORK. ALL FORCES ARE,, SHOWN IN KIP'= (1000 LB'S) C.G.S. - INDIC'ATES CENTER GRAVITY TENDONS. C.G.C. - INCICATES CENTER GRAVITY CONCRETE. THE LOCATION OF THE CONSTRUCTION JOINT IN THE '_:LAB IS SHOWN ON PLAN AND IS A SUGGESTED LOCATION. APPROVAL MUST BE OBTAINED FROM THE' ENGINEER IF ANOTHER LOCATION IS PREFERRED. THE CON_;TFUC'TICN'' JOINT LOCATION ::HALL BE LOCATED FROM THE CENTER LINE OF SUPPORT WHERE THE C:Gc; OF THE TENDONS INTERSECT THE C'Gi OF THE CONCRETE. : THCOROU13HLY VIBRATE THE CONCRETE BEHIND ALL TENDON ANCHOR PLATES. PROVIDE BACK-UP REBARS BEHIND ALL ANCHOR PLATES AT CONCRETE EDGES/ AS DETAILED. SPACING OF TENDONS SHALL BE IN ACCORDANCE WITH AI_I_ ASCE COMMITTEE 423. PROVIDE CONCRETE COVER ON REBARS UNLESS, DETAILED OTHERWISE THUS: BEAMS - 1 1/211, SLABS - 3/4". THE TENDONS 'SHALL BE PLACED IN A PARABOLIC PROFILE WITH HIGH POINTS' AT THE SUPPORTS AND LOW PCIINTS AT THE CENTER OF SPAN. THE HIC:H AND LOW PCIINTS ARE 'SHOWN ON FLAN AND DETAILED ON THE DRAWING=:.: ADEQUATE SUPPORT BARS AND CHAIR'S SHALL BE PROVIDED TO DEFINE THE TENDON PROFILE AND TENDON,:,. SHALL BE FIRMLY TIED IN PLACE TO PREVENT DISPLACEMENT BY CONSTRUCTION LOAD, AND PLACING CONCRETE. THE PLACEMENT TOLERANCE OF TENDON' SHALL BE IN AIO_ORDANCE WITH` ACI-ASCE 423. FASTENERS; IN CONCRETE SLABS, REQUIRED FOR OTHER TRADES :;HALL BE CAST -IN -PLACE WHERE EVER FEA=.IBLE. DRILLED -IN FASTENER'=• MAY BE USED ONLY WHERE TENDCONc; ARE LOCATED MAGNETICALLY OR BY OTHER MEANS PRIOR TO DRILLING. POWER -DRIVEN' FASTERNERS WITH PENETRATION CIF 1/:1" LE=•S THAN REQUIRED COVER WILL BE PERMITTED. CHLCORIDE IN CONCRETE -HALL NOT BE PERMITTED.- TECNIC:AL NOTES: PROFILES AND FORCES BASED ON 1/211 DIAMETER' STRANDS (7 WIRE). EFFEC:TIVE STRESS IN PRESTRESSING STEEL AFTER' LOSSES: = 171 KS:I. YIELD :STRENGTH OF PRESTREC:_;ING STEEL = 270 ` KSI. POST -TENSION FORCES; SPECIFIED IN THE CONTRACT DRAWINGS ARE REQUIRED EFFECTIVE FORCES AFTER APPROPRIATE LOSSES; ARE ACCOUNTED' FOR. CALCULATIONS SUBMITTED WITH THE POST-TENSIGINI".C: MATERIAL!' SHOP DRAWINGS, SHALL INDICATE THE VALUES FOR ALL LOSSES APPROP-4 RIATE TO THIG PROJECT FOR THE MATERIAL PROPOSED. CERTIFIED TEST` rtnT8 :.1IA_TANTIATING LOSS PROPERTIES ASSI_IMPTTnNlj •_WAJ I a •;Il r,E SUBMITTED. k> # NOTE SPECIFICALLY # SUBMITTAL INDICATING EFFECTIVE FCIRCES DIFFERENT FROM THOSE SHOWN ON THE CONTRACT DRAWING=; (SUPPLIER REDESIGN) WILL BE RETURNED, NOT REVIEWED, AS NOT RESPONSIVE TO CONTRACT REQUIREMENTS. FRAMING LUMBER: ALL FkAh1ING, IN_ LlDT NI' _ FLOOR AND RO OFSHEATHING, Tn_ FE IN- AC:CORDANCE WITH THE STANDARDS AND SPECIFICATION_ OF THE AMERICAN INSTITUTE hrTIT_— F TIMB=ak _Or— ,NL- TO„I. I— , ... „TIN (A.T CRAMIhf LUMBER SHALrBE AS FOLLOW' JOI'=TS - SOUTHERN PINS NO. 2 DRY OR DCiUGLASi FIR CONSTRUCTION BEAM: AND POSTS - SI u I I r,., t ,., PINE NO. 2 KD OR .'. DOI-I;LA•_ FIR NO, a L LI-IMPER ~HALL BE ,F.c: IN ACCAIRDANI E WITH THE APPLICABLE GRADING RULE=• AND _;HALL BE ORFACED FOUR SIDES;. ' MEMBERS SHALL BE SET WITH CROWN LIP AND HA• n- A MINIMUM OF 4" BEARING ON MASONRY. MEMBER FRAMING TO HEADERS, ETC., SHALL BE SECURED WITH APPROVED VEC FRAMING ANCHORS, UNLESS OTHERWISE NOTED OR SHOWN. ALL JCIISTS AND RAFTER SHALL BE RI'_+IDLY BkILOrED AT INTERVALS NOT EXCEEDING g FEET. MASONRY - ALL MASONRY CONSTRUCTION TO BE IN ACCORDANCE WITHh "SPECIfICA FOR CONCRETE MA'_:CINRY CONSTRUCTION", ACI 531.1-76 (REV 198--) ALL APPLICABLE LOCAL BUILDING DOLE PROVIC;ICNS;. ALL MASCINRY W ' TO BE CONSTRUCTED ENTIRELY OF UNITS: C_.OINFORMING TO ASTM C.yC>> REINFORCED WITH HORIZONTAL MASONRY REINFORCING; LOCATED AT 16it O.C. ALL MASONRY TO BE LAID IN TYPE " S " MORTAR (1800 P.S.I. ON THE JOB) WITH FULL HEAD AND BEE, JOINT. ALL MASONRY CONL;TRUCTIGN ' TO BE EITHER BOUND BY TIE BEAM, TIE COLUMN MEMBERS OR TIED TO`i FRAME WITH 16 GAUGE CONT. DOVETAIL SLOT AND 12 GAUGE DOVETAIL ANCHOR, SPACED 0 1G1' O.C. (TOP AND.TWO VERTICAL RIDES). 3 -, • . — ,,. .., u SEE TYPICAL DETAILS FOR ADDITIONAL REINFORCING REQUIRED AT FRAME OPENINGS, S;PEC:IFIC APPROVAL WILL BE REQUIRED FOR OPENING'=; NOT SHOWN ON THE STRUCTURAL DRAWING'=. M 0 Q tAm MARTIN > — �ItIFlCq'-../ TF.G Q e: :r J 30278 'h ._ • - mi77 S-3 A il E T � FRI IM � M A R T I N < LU -i > MARTIN, CAGLEY & RIVA Structural Engineers 6850 Coral Way, Suite 405 Miami, FL 33155-1777 11 Phone (305) 661-0310 1 S-4 17in C M d GMv rJAt^lEL 'A1 Gtvttl 26 4Eli11 F1L�-1 a. C:'4'-S I O oI. ,PROVIDE STD HORIZONTAL REINFORCEMIENI 6" O.C. 2. ANCHOR MASONRY PANEL AT TOP AND SIDES W/ CORRUGATED DOVETAIL MASONRY ANCHORS 3. T/B —TIE BEAM 8 x 12 W/2 #5 TOP AND BOTTOM F.L. AND #3@8" TIES. 4. T/C — TIE COLUMN — 8 x 12 W/2 #5 VERT. AND #3 ' @ 8 TIES DOWEL VERTICAL REINF. INTO FRAME *ABOVE AND BELOW. 15. IF'L' IS GREATER TIIAN­12'-0" FILL AND REIN. FORCE A CENTERED SECTION AS SHOWN IN ELEVATION j0 ' 6. IF'A' IS GREATER THAN y12' 0" FOLLOW NOTE 5. 7. AT EVERY 15 FLOOR PROVIDE A "SOFT JOINT;` SEE DETAIL. 8. NOT ALL T/B AND T/C ARE SIIOWN 1N S'1'RUCT' DWGS. CONTRACTOR TO COORL. LOCATION W/'+ ARCH. DWGS. 9. IF'H' EXCEEDS 12'-0" REINFORCE C.M.U. W/#4@32" VERTICAL O.C. FILL CELLS W/ Vc 3000 P.S.I. CONCRETE.° l TYPICAL MASONRY PANEL ANCHARAGE AT TOWER ONLY F✓A, n m — , K4(% �1 JN v I 4— yeFT a_ � 1 Isf sjR.LZrlTm ��— -- 14 [IJLI- yR 06Fa��>hTo+ oG �iFI� PILE GaP, 4 5/, FULL TENSION COLUMN SHEAR WALL BARS TYP'., COLUMN & 1=0OTING BA & PLACING DETAIL ENDING..... _ T1 --- � III —�— -- i I( L. forl <= COMPRF SSION ONLY COLUMN % SHEAR WALL BARS' r f Ho mof� NoRI (D Co V r ADD oNr,'fl5 OFFSET COLUMN DETAIL I,Ar SPI.IGr �155W H �G" I,AF:�� uNl.5,h CONDI-rIDNS A�� �P�GI�IGALL�' S�IOWlN;s DN j rj � I�F�yo.W I t\I Gay• _ _ Z✓ o�A G_= !II �;GION GSA°A" GI A���� Gl fah G� II- I 01 /Ll 3 I- D� I I" i 1 21 _ �d �I -7 T M�.�' P>� PS�DUG�D u� of /S GI �i�a GON�ID��li1 4RI�N(ATION ,4GING AN GpNGR 7 �s(� N�rH R�PUG�D SPLIG�� �NALL. ��'�GIFIGaLLI` ON :SMDi' �-WL,N��c.., -� LAP SPLICE -LENGTH TABLE ,�% of ToT�I— f EP.IMETEF',. i� TYPICAL FLAT PLATE SLEEV s, DETAIL NO COL. CAP) _ i * +� r Au..,_` , ? ,, .hr x r�; + ,err yi*,'a l z . nnAh IN w S �k �.., • : �a. 3C27 U • STATE OF M, „„. G 6856 ED E Miam - STf�UOJIJ SAL a PPoRT tet� fW I Ncj PLANS TYPICAL STAIR REINFORCEMEN _w I DEAD END L COUPLER'" j STRESSING END ........:. w M �I GLFi z � 2 0 .,.,.. . 41 -_ 2 - MIl 2� COI• �'' I X • tl {�G' 1'�D r h�T \ \ �g o ' I, i'T�551Nc� f�CK�( 01', cortj, PUUR 5 I r AT bf P)r_551 NGT r-ND TO � 12 % 7 W155 �f'IAND V.I t5C) ANI2 by wNT►�Ar'Tofz, . ��n W/ F)UST F7fWVENTIVt� M,ASTIG• e. Aff5P) N(sr S-,FvjICI kMu�e t)441L - fozM t'UT (nu LKHr ) PV cG�,'(ED WFUST MFV�:HI 5 t IASTIC, f FoP}� coNc�,�Tl N� Off G�FI`(f ;l M Gf , y 1; tUP�N-Of r VXc555 ST�AM7 %,I ` �NIHQ F� Or cOMG, 4fTrF -- °� STF�55blNGI To MAINTAIN �E��N�D F'�,ol=1u=. I-�A�DW� ��D�ISY LOGO-l� A 1YP� I j�� 15 f ID c�O�f'�NI�cj .�rvrNGI5 .1). z n TYPICAL POST - TENSIONED SLAB DETAIL . PRECAST LINTELS: PROVIDE PRECAST LINTELS FOR OPENINGS IN MASONRY WALLS AS FOLLOWS: MIN. 8" BEARING EACH END. IDTH HEIGHT CLEAR REINF. TIES '. SPAN 4" WALL 4" 8" UP TO 104 TOP 12 @ 8" -0" 1 4 BOT. 6" WALL 6" 8" UP TO 104 TOP #2 @ 8"� 7'-0" 1r4 BOT. - .6" 8" 7'-0"TO 1#5 TOP #t2 @ 3" r 9'-0" 1#5 BOT. 8" WALL ,'B" 8" UP TO 2=4 TOP #2 @ 8" J 2r4 BOT. 8" 16" 7'-C"TO 2=5 TOP #2 @ 8" rU BOT. Ap9E r2_ i�ipjTor1 L TYP. POST —TENSIONED FLAT PLATE SEE FRAMING PLANS FOR SLAB TriiCKNE SS P.T. FORCES_REBAR Rr=01I1RFMFNTS ANTI -- L = zoI III h'}ax 811 K Pel kvs q �T • ;p�fp�Ln�K 3nl II _� LU - - _ C.) O,I J.4�7 f�. c po.�• T-ri I OT-C ; s� fill 1�i.oGL WsI.L �o l I�I� Ir"31T1���a7gy' Z�ico ��. Cry Ir .GIzE�- F,' IFa(�rv�rr�IaT-E TIE F-;;G4-1j e-,E C Tip aF f�hf-rfl•->Gi �, )LaE.G TiP•t��..T. CJ•o.N.� I j `< ,�=�; "-' yea ,a ."9,�• yy § a IE_ BEAM / TIE COL. DIETAIL b- Q� 'Z b4 j. MAP, TIN Q w J. J �,Gt aTF,.G L Q-? y Q r1o.3 78 i C) STATE OF •ABC. r4� MARTIN .:1_EY & RIVA ' FiaR1DA: t2 !�� ' Structu 2ngineers 6850 Coral Wap. ••••••',��C�� f;P%� L•� Suite 405 Miami FI 31155-1777 � g11 - _ IsaLaTION � �y @'• COI NT �p 1- 1 GM11 I_.�! ARGH.`C:I�iEiS FaR "-�atFl JU a z 0 NcntNG, R,A,�c , lkI5a rtuN - 1L #A I- -- _ - - Z--- �o i N. z �* LONT. �> 224 _ 4-81 -jI I 0 _ CDMPaG'f IqN WALL FOOTING DETAIL v^r'.F, 1. SLAB ON GRADE STAIR ALL FLb b ON I �EiN Fc^)P,CE.r,7 w/ 4 �cKG ,�2•Ix u.12.i s i 9 G•M.LI . V'A!_1 CINTF.P-,IOP, �1DN- f,:tE..4 I N G7 I, 2z �- 2L QII CONT. a: INTERIOR PARTITION DETAIL v ,--- +•- _fi' TRENCH DRAIN DETAIL" ((�]� 7,1. � 6, NOTES �• r• -� '� - j ��C.ICO+ (`IGb f!)Y rr�al���• I'-lDlj �!-L!%�CbW�LS Gd COhN�R CONCRETE CURBS ' L J L_ J „`, U L'J �✓ - v i 1 � III hU —� I 2 I R' f ll I U I— M I V/\rM , l I [�.�h IzJ 3 Gt(c '. ,;1-/s� � -`'1 • . u. 0 O O O --- - — c101s �O r1Pac' .. u CONTROL JOINT F OTE!�S 1) S 0 F IN ECY-F�2� GN ,A�EL SN�L 3 - PILE CAP t EX�f�ilOK �. ali �i�Pf I05h,A ft)-pOr,cn-fF-oL � r=, � � _ 2) PP�1�=L5 To ��'c �,�IID� 6Y coNSTtZJcTION JoINrS AT - �., : , �r~��� ...,.._ , . . •.r>� k.. � (L COLS, 5UP> ^. MAXIMUM OF moo'-dl GTKS, I 21MIri,To �l.id,r1. +�' ; c vvv 3) w�� c. c { ram r�//�-\tew� 15 woT u5E.5p M���r �1. �� �L JOI� /, G✓� A P e r c+ - -- — -- -- CoNST�jctloa �niD/oK GoNtP,vvl JOIntTs G^ d' MAX. n ;,, „r T — — HOUe5 t.11 z t�= CaHc�`� �2 qq 1 N 1 T, F 66110H J f' p �I M IT i l j l ri " °h F'% /,G1�J fT, ---L', JI ---�- 'm! i T e� COAST, if, K�, `a ;'I A r-, cort(RG1. Jr CONSTRUCTION .JOINT �� Atr✓M Y JOINT DETAILS' FOR INIEFIIOR METHOD OF POURING fi 7�32. SLAB ON GRADE SLAB ON GRADE 5 - PILE CAP NO SCALE pis '�',� � x� 7 x q% . � k 2u twx,•".:` h ��-rat Xa,.. t a isx ✓� d" c ,rA..,.r G?Q•EI�K dT Att. �nlZ•I❑P,R,lla?YGD � �,'�• sz., �»,., -'�,_ �fi'B h11 NCt �aN1�LL: = ao-r I N TIM 1401 T d — G*LAP) ON G-?P-,Ar3F- -t --- - r L IL J L_ J J � � � � 2T 6�.1. �I, M • - iLLI-� sy* r. SHEAR WALL 0PENIhJG DETAIL SLAB ON GRADE DEPRESSION 6 - PILE GAP' " jy a.,44 ,'k: %`- �� 1 PILE CAP ; 51"FZIJG'jU�`t,L. �I�-1GiIJ��� f � fl � SHORING DETAI ` t7 uNNMI q{ SF �� I tiN�49 pry!rv, y' ���"��/ leY' »s+ I vlr♦ n T I I V LJ J Y NBC R L3 .V STATE Of �:� MARTIN, CAGLEY & RIVA Structural Engineers -'L"L��fAA - C .=:..OR.��6850 Coral Way. Suite 405 q-2-�j�{ �jFRED ENG Miami, FL 33155-1777 Phone (305)661-0310 S-7 F `g. � NMI_ a � i-" 4&^wl j..', ^p- 4 � s the � 4vi xr xz"'.V .<� G�v�i�9j">' dt' �."�y���r�� s• c 'ti �{ :,sS,}� �"""}"• 4a'P 1`a EYE 4 K y� ;.} R�� t• MN S� � hi E � �'k'° Y� ly µit S.c � 4 *r•�Y "a . ` 3 �` �; t `> : $°�4" [ � `'vow � .,H'4 F.� ' / 2��. , i, ' r ' v c. ' .k,*t.� s ;,�"ia iA x �' , `w�' jg k w T: '.aF V r T�. :rSi`.-Y•r ...Y a ... 't` `. 4'. _ .:... �� fC .. �. 12 — PILE CAP t 20— PILE CAP Am SWE J 8 PLAN DETAIL EUTFUN r-i�6Tpt• �1 #�aeZ4- II s-8 L_. 3)` FIRE ALARM AND LORRY LI( IrITINv, - GROUND FLOOR n�5 i UPON -- -- -- -- _ - _ o' OL I FIRE ALARM AND v WALKWAY LIGHTING UPPER FLOORS - r:ZMPL.saT rOR 7 FLOOP S �j I 111 Ll I � piNINC-x ALCG?VE-12EVE25EI> 5 (0 ED SEE 2lsetz to _ {� I I I C xzk Fo2 TELCPHONC T /-2°PIG FOR 7V -TO NORTH F2OPc-t2TY LINE I I I I ( 4-4" PVG CORiCrZv—r C_ a ASCD oucTs 1 PE—' FPL 5ioecs �-T-s �rvre ,.. PM L H PN L E r00J 250a AT S 1� 1 40o ! /GG<?a cr I'FOuSE I rr�2 Gdu4t1kATot2 Re"OrE E A44"W"ICAT02 PAMAr FRCP 4g" _ Loci 0 `! AH, r SAY /2 VDC To --- -�- E- 1I EA_WCT M IC DOOR L-/z+,tsa 1 — — 1 `C I H!�rls I �,RIn� :Y �{,'C CptvT29t,. RM. `•� _MAIL.. RP1 E-13 LOBBY ACU ACU r-fPICAL Acu 300. zP NEnnA 4 ELECTRIC — C_ '?i!" � ''0MMON AREAS M, r_ ,0 ' � CpN 5T 12U CT TR n./.t s t=O 2M C; (� yA.Ut_T PE F-PL CO 5tPWC4PIC.01-rI00'4 5 - A 5 2Ef,), 5CC 1`PL LC--7rC R m I I FOR. t=L", CAH E 2,4,4 E-L A oR G-12 `H ��, okoort oN s@ E-12 / 'ou'rt-i `sTAti2 W L L.t_ E-15 DIAL. r' M co tier:. L C CIO)h r 1 oC16 " _7 co p Nus ��f e n CT m l D 0m _1 LL L L 0 U Cr LIJ Q < LLi = H A z O z 1.® W U 0 _ 4n O Z Ln t' o cs MARSHALL "ROY" DORSEY, P.E. electrical engineer 3775 Hield Rd. Helbournt, FL 32901 (305) 725-1593 VOLTAGE PHASE 1;4- SMDALTA e �00 ii 9 A- T. A- 4 A- to SEE DETAIL_ DINING AL.C, GROUND F4- S > 1 ELE''." P�L_.R PLAN - UNIT A REV ERSE _>R UNIT H NINE: ALL WORK MUST HE DONE IN ACCORDANCE WITII THE LATEST N.E.C. AND APPLICABLE Lr11-AL CODES. DRAWINGS ARE DIAIAZATIC & THE OMISSION OF AN ITEM NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM DOES NOT RELIEVE THE ELECTRICAL CONTRACTOR FROM SUPPLYING SAME.' LOCATION & SIZE OF LOADS ARE TO DE CHECKED WITH! THE OWNER OR MECHANICAL CONTRACTOP, & ADJUSTMENTS MADE ACCORDINGLY. d // ELECTRIC' F1 10R PI_ Ado; UNIT C REW EFZSE F6r-�l (iINI -r MARSHALL 'ROY' DORSEY, P.E. electrical engineer 3775 Hield Rd. Melbourne, FL 32961 (305) 725-1593 30v 2 P NXMA 4 "Doan _A_w ACH UNIT " %Y a a' as c" CC', P Y %e 3$ .� ba.zn. v.Q) n Qe m� W cr _1 LL O (� M i t n U Q Lij U u-I 0 Q ti LLJ — [f CL O Q LL. U O Q O 'gym . re > o �y V -. m= T' � d S n .. i q s L ST"T' FLUE. LIG'{T FIX. PJuHHElU L1GhT FIXTURE r lKVIDES"Ehrt 2 HID L10;1i FLO' iuuG' E MTCH, 28 A' P, 1 P?LE, 128 V," T - TCGCLE 5l1TCH O L4;Y y4 TC,GLE MUCH 4 W1 Y Tv"SLE UITCH -• LIGFTED Ii'10' E iWOFF OI"i1ER S1ITMi S 1 Z E r.O CU. {{ C °P rR l) h ,.E F'UIER e11i D TC E F,;1TCA �} FLX FLCE !, ..E, G , Q, 19 WIT C ! LFX Calf;ER EuF ,' P19 R CEFTACLE, 112 Sw!ITCF.EO =ri G.,, R,FLLX Cb!LU C I": C71.7 C?, r9PEC71"N'll","i t� �;PI'�1� IN;�ntLED `) F rESED CLOCK FECIFil'XLE EM DIER 71CY LIG!T ]� TELEFXIV cl, !SET COX 7�LEVIS1 CUTLET SUX ! 7ELE,"r'?tc TE'Vil n RD _rJ F H EUTTai SUITC4 CPi �.-4�� DI�CCfil''i S,a�T rr FCL S F3�) Ft53PAC]TY �" IrtD-�TLD �� DIf"CttuCT m i C i, F cD! F,i ES A{D �s 7 ED n l MOTOR C r ;!JIT �ruTP.IC CIRCUIT, 2112 U;LESS NOTED r 1`E R!St I j,2'1,3j - SEE N'VEL SCHEDULE FOR CCUDUCTHR SIZE GF1 - GROUND R,LU INTERRUPTER d - TIRE CLOCK OR 7iP;ER s C'i"Iti1TIUi Cti ; CFF STITCHES AND TIMER Fr.O C FCTRIO CELL E.F E? {,L!:T F�6 0 ( uw.,!IT E'tt, i.1'Tt'T ri ? i ul R tX!1i C! Fd7 i fiC HUT', ER FF H c 14 L7- r,tl F,D LI i CE,LIN Fr+1 -zs S� Ptc D TEt rl C.ts ?'EP WP - Il-Lr"TH`R PnU'' A/C - AIR 0; ITIl`R ANU - AIR iOIHINO UIIT C..P - CELL? LATER PIPE These are standard synhols Ill smhols ,say not be used. i A II ROOF LIGHTING � POWER PLAN _1 L I G H T I N G F I X T U Rr E S C H E D U L E TYPE MANUFACTURER CATALOG NO. LAP-.' S iNG REMARKS A P2or.2c'S5 0 — 3 0 g E J PRV JJ 2 9—L0 Lm m � f T%iC f "/? i 4) L .?40 Q 4 U R S is F= 4-o T2 3 c 1"fA v S�AL[LC)/NG /ooa w �" ,p /r ccwc RETE' t2 t--400 H _—_ 20 V s /-,lGIBBE.CG.. /oocaJ 001-y-^420 Lrr �7X 0",( k 5tr'I E _ Sl it UNav6 5qL >< a<'XZ. MARSHAL I_ "i gy- DirSEY, F.E. FL 32FOI ! i93 d' M r� s, s• n z , aaaarc% ravh"^: „y a 4 i a u� Ala Q J m x cl� LLJ w < U _ rro _ W — at d O � z Q L►J U O 0 v VV 45t rew� „Y ,2Vnr-.^_TQk: C _, pfo. f'4 LS-rD -�"r t-2P./C (� PULL CO) 24 ., 1) FG CAP SEAL AND MAR ✓ a hoc v OF cND /1 n(• -PAL RISER TYPICAL. FOR 8 APARTMENTS RLP'='AT 5 TIMES- 39 APl'S. ;�w€RC wRN APP2oYED CA6LE', (TYP CDV C'R'(TYP� {4„ Cox g Coveia(TYP) 4' x8' r� Ywa�o GR�-tD• _A. G2ND. TELEPHONF RICER MAGRAM—TYP, RIrMoTs= ANt4 uN I c.ATa l_ PA NIs.L—P2.�y1DE As RE'Qu12E.D / I4oO Ar�P 3P %Z08 YOi-T' TYPICAL DIESEL GENERAT" ihmiAwLum-yin 3S0 T- COMPLETE Ca C Specifications - Telephone and TV Prewire Each Ilying unit i r;, be € m.letel, prewirec' for telephone €n' -;s tel _,gin swr&;r9 tramn ?ppf ovod set w pc -" t to 'K -- cc *::on v5 on the dr_,,ir„yus,. _thods _no moo talc ppinc _- - the nluitr -" tool asm.ne cable 7hall be lnrte ) throwphant on . I ivin a each telePhnne location an be fed from -= w" -. disc+ cables =--h at l he. of _ , . ,pprol.,,,d h, tr.,,k . ,. p purpose a e Cat ; . r Yovi1 be brought to_ eicicatiori approved ' the telephone company. Allnurlet 1c the outlet 5ox, tet Phone jack, cover pinte and t, ", h- terroina,_ _. t 't be to each ` lc "i ._t coi - ]Fr'{ ,'.. by thin On cable company an ; cable and met -on Of Instai1.i" icp ,, t their approval. Each outlet loc3t n shall incline `ht t Prt, cover plate and a minimum o qnn feet of spare cable ale terminations shall no moo,, by the television company. PREWIY2E w�TN APPRavEq b 0,4' 13ox CovER(�YP) 2A4- 3rvcCrn E12 qyy ! "PVC €4'? P01.L CoP_D - M'rA l— O F /O EA . 3/+"x4�X4� PtYw000 4°'PVC -CA"P EMAC'K 1,0CA4 Ar N 01Z-rH P/l., C PtILL Co2D TELEVISION RISER DIAGRAM TYP. -- LOAD CALCULATIONS MULTI -FAMILY UNIT OPTIONAL METHOD VARIABLE DATA. UNIT SIZE (SQ,FT.) NO,UNITS/LOAD CTR'. NEC 220-32 %: APPLIANCE SIZE; HEAT OR WATTS RANGE � 0 WATTS A/C ._ WATTS WTR.HTR. 4500WATTS DRYER 5000WATTS DISHWSHR 1200WATTS MISC.APP. 1000WATT'S ANSWERS REQUIRED: SINGLEUNIT - TOT.WATTS 11, 1,510 TOT.AMPS AMPSX1.25 N-AMPS X 1.25 TRIP MAIN A(ITOMAT)C, r, 4 W, N ?. 206 V OLT W ITH 39 EA - ,.....:WR..ALTEI�NATE r`IETE'2 GOh ACT' 'N S 1�L � r -�L S �O'R LDAD 13ALA:NCE A-' ' `�,u tea. A rr, e To 8ii A'PPI:UVE'p SY' F`PLCn„ AtiT.'•riAT1;._ FE7R :f>WIT'.t-{- 31b1-r<', 246VCb+.=1`,4V-iI 4 ,+^,MQ , - ,;19P W1TH ,.isC , NEMA iP(-orr I32e-AV_r=A S TMIS /, 7-0 - 208 VOLT') 2S-0, 4<-,: , 0 LSY , 42, oino Arc , /N Z. '-v '''•''''---'—' �jjj��''' 4 � ` , t A�€` •iATIG CIRCU 1T 13PC- AKER 400A�p - - 3 'i • ' � t - iN MEMA 1 FPsL.Co TQAWSFoRMEFi PNL L ATS 'AVAULT - 1201.WS V, 3<0 4W -. WYE SER,�{IG� E E �1 I N f� 7ac)%25a DUAL _ t WITH ALL NECES= ,_. - ,.WAS, /4UO AND MECHANICAL DEv1�C j 4� /#3a2N0 F MUAV 4lnU> , N07'E: ALL WORK MUST BE DONE IN ACCORDANCE WITH THE LATEST N.E.C. AND APPLICABLE LOCAL CODES. DRAWINGS ARE DIAGRAMATIC S THE OMISSION OF AN ITEM NECESSARY FOR THE PROPER FUNCTIONING OF THE SYSTEM DOES NOT RELIEVE THE ELECTRICAL CONTRACTOR FROM SUPPLYING SAME. - LOCATION S SIZE OF LOADS ARE TO BE CHECKED WITH THE OWNER OR MECHANICAL CONTRACTOR & ADJUSTMENTS MADE ACCORDINGLY. C 30 a• TP NE HA 4 AC LI (r-i P IC N.L) ON ROOD NO. SM. APP. CIR. _ VOLTAGE (00 TO 0 3� MULTIPLE UNITS TOT.WATTS TOT.AMPS AMPSXI.25 N-AMPS N 92 X 1.25 2µlO to 62H0 r-y PtCAI_ APARTMENT 'PKLS A OR C ( � TOTAL. OF' 39 EACH 11 I 0 J O 0 3P 0 O O O O S Apr ,--' 0 0 V 0 0 J O 0 0 00 O 0 00 iV CST � �- AL:, W I2fa SIZISL'� FO2, COPPER COAa L7 LlCT0'6�, z"" l z sra • /�'c SI-FLINT TRIP 'F?6, IN NEMA 3R. ,E14CN05URE-LOCA4-rLL T>EP, FIRE' C?EF'T. REQU l RE M E (VTS. ¢ SETS OF : 4 -600 MC rl I N 3'�ZG , a YS X21 Cw r_Qwn, ROD "ALL "ROY" Dr!2SEY, P.E. lectrleal ae_' r;ncld Rd, v,: tL 32921 (38i' S3 x- h* ,.' ; i .. A �„tp U4 ''a�, '��9e 111 i 1 y � ,... gab w al 'I•sY..,a CIA yi5w NMx y � 0 -' �0 U to Q W w Q CD I� _ LU F- a °` O z z Q LL W O a 0 Z Q 11L rL CCi � z L L E-I2 E l_EVATOR LOB6`( Roo F= Acc..c'5s L LA EM1 wAu<wFaYs E-It� �l E-14 V F N To EL.EV ATo 12 C.OFyT ROL. PAN 6 l- t -- . TO ALARtti MOA+1To2 512-V7YdICe= — FIRE ALAr Eg All u.i i ass "A" and to be provided per manufacture's a, ce to be irid ividuall=` a.nnunicated at the control e. . risar :Ji �.'r:� _ =' �tirJn- This contractor shall provide _ .c:1 ri 1 nd tirernan's cornmun ., n _,r r :l i cabl e codes and requ1sit n _. l fire department authority All e rp one manufacturer and equal r o;.Fi systems. FIRE r,.; .F'E DETER rt?::, LOCAL t r •;? -- 1 ,E DETE1_'_! __'R bJ?Th -,O IL?-i" TL,_. „",!.. DETECTOR, Pr OF (:: i PE FACP F'IfYE ALARM CONTROL i';EL ^HONE Jv-,t_. i PHONE WIT I of , _=.-c:r=sk r...'i_ I GHT AL(-++ ;-i Z'I�tE1�1T SPEAKER - 'JOKE ALARM �© " I. 7 I E:OX , MANUAL ALARM ! " !,DITCH ®.FIRE RI' ro J W ! W 1 2 F Q ifl F Q F F �Ifl 1 CJ "II A © TD i J i 4 !4 i TJ i / OL FACP � .u,A`f 24'vDC Pq� i __ r�5 SYSTEM 4 HP RonF OrH Ft- 7 rh FL �"T" r'L fi" FL 4T"FL 320 F L 2.0 FL A/.S RE/QU,RG`p Y i I S'-1=L MARSHALL "ROY" DORSEY, P.E.I((� electrical engineer .377S llield Rd, Melbourne, FL 32781 (385) 725-1593 wu� w d CC D 0 m CC � Km L� It 0 C_ Q V) � 3 .49 V ai cc n• < qi= L R 81 I I I I I I I \ I , On HC .Proposed 3" water Sapply . -3 900E/bow III /-3 90 E/bow 3;,T� /- "X ate Valve B ,/ - 3 6ole Vo/reB Bo r Prop d 6 Fire i / - 6lTee /-6 x_3,Reducer 900E/bow BLDG D Proposed Siamese Valve osed / - 90 0E/bo w 2- /- " ree /- 6,x 3¢Redw T _ 6pT��t�A Exi ling 411 (Fire S l-5 Mr/-6,900E/how FH. 9G.V-6" Existing /- 15 H. P. - 500 0.. RM. Booster ranks J \ \ 1 \ 1 Valve ' 7 n� SCALE 50 25 60 r- ... r Indi water suppIyv' a ' it-e supp ly systems i n vicinity of Building D. 1. Contractor is responsib the field the existen as -built portions ofo F4 O k H V O 0. Z at W O N w R m w Z = J W C z L,u W a31,21 N m Fe" ^o m� o O W . O m O Y .. W Z p Z V W J J W W J 2 Q U O