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Cardinal (Whispering Pines) 39989-39993
s b ou Q-a4vc^ se g #A FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION aAju C)TOct SECTION 9—RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES a FORM 900-A-" DEMRTMENT OF COWIUW" AFFAIRS SOUTH 1 e 9 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9 of the Energy Code. An alternative to this method for single-family detached dwellings, and multifamily attached dwellings of three stories or less, is provided in Section 10 of this Code. Only dwellings which are above ground frame (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 Section 5 of this Code. Additions to existing residential buildings shall comply with the requirements of Section 10 of this Code. Detailed information on how to complete this form may be obtained from your local building department or the Department of Community Affairs, Energy Cade Program. 2571 Executive Center Circe East, Tallahassee, Florida 32301. PROJECT NAME z,, IE N - PERMITTING OFFICE: 317 AND ADDRESS: �^. F elop CIRCLE CLIMATE ZONE: 8 9 BUILDER: <2.c Lo Rn OWNER: IJHrSP@JLaI LT PikY- IL A?AA.r-,WT5 r t-rD. PERMIT NO.: JURISDICTION NO.: .aAL. ❑ DETACHED IF MULTIFAMILY, NO. OF UNITS b D Z GLASS AREA AND TYPE CLEAR INT. FILM,SOLAR SCREEN COVERED BY THIS CALCULATION: SEPARATE CALCULATIONS ARE REQUIRED SGL SGL FOR EACH WORST CASE UNIT TYPE. CHECK IF THIS CALCULATION REPRESENTS A WORST © ^ .V DBL E= DBL © ATTACHED CASE CONDITION. 3 NET WALL AREA AND INSULATION CONDITIONED `FLOOR AREAA��REA��� CEILING INSULATION CBS R= R= UND11E'-R(�A�-TTtC SGL. ASSEMBLY fA Me COOLING SYSTEM PRIMARYI M ATING SYSTEM ' PRIMARY HOT WATER SYSTEM CENTRAL ❑ NONE ELECTRIC STbIP ❑ GAS ❑ NONE � ELECTRIC RESISTANCE ❑ SOLAR ❑ ROOM ❑ OIL ❑ SOLAR ❑HEAT RECOVERY ❑ GAS FPACKAGE TERMINAL AC ❑ HEAT PUMP COP - ❑ ❑ ❑ DED. HEAT PUMP: COP = ❑. m EER/SEER= '❑OTHER:— _.-----.---- ❑OTHER:— _— CALCULATED E.P.L; a CALCULATED E.P.I. MUST NOT EXCEED 100 POINTS In accordance with Section 553.907 FS.j hereby: certifythat the plans Review of the plans and. specifications covered by this calculation indi- and specifications covered by this, are i'compliance with the cates compliance with the Florida Energy Code. Before construction is completed, this building will be inspected for compliance in accordance Florida Energy Code. with Section 553.908, F.S. OWNEF AGENT BUILDING OFFICIAL: _— —__— ____ - _-- ---- - -- DATE: s+. Z' DATE --— 9A PitVE�6 Must Ue net or exceeded oy all residences --- -_ 'e- MINIMUM REQUIREMENTS J - °CHECK TO INDICATE COMPLIANCE' '� OAI� ENT; "T= REQUIREMENTS ^�-. WI INEAR FOOT OF OPERABLE SASH :CRACK. _ . ti � -. �%IMUM OF 0 5 CEM PER SO,UARE F00T OF DOOR AREA INCLUDES SLIDYNG GUSS DOORS EXT�6R'^ACK'$ T08E CAULKED GASKETED WEATHER-STRIPPES)AR OTHERWISE SEALED _, _ ---- CEILING�NXjl1L�l{7N'('A0��9fs-- WATER HEATERS4( ^2) :+ MUST BEAR ASHRAESTANDA 90-80 LABEL OR A MAJF 4 wATT;SD FT STAND-BY LOSS. SWITCH OR CLEARLY MARKED gIRCUIT BREAKER IELECTRICI OR CUT-OFF VALVE{GAS) MUS79E __ T-_ SWIMMING POOLS (90.3) IF HEATED By OTHER T Aw N R MUST HAVE POOL COVER- DESIGNED TO MINIMVE HEAT LOSS. _ ALL NON-COMMERCIAL POOLS HOT WATER PIPES (903 4) tNSUUTiON AS REQUIRED ONL UST SE EQUIPPED WITH A P66I, PUMP TIMER FOR RECIRCULATING SYSTEMS - LOSS SHALL BE LIMITED TO A I --"'-------- IN SUCH CASES PIPING HEAT MAX. OF 17.5 BTU iH PER LINEAR i FOOT OF PIPE.ISEE Sna al -- '.' ocn ltJ ItJ NC MARE fHAY3GALL N°?CR MIhUT ICT CONSTRUCTIpN, CONSTRUCTED IN ACCOADANC WITH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE - - _ DUCTS IN UNCONDITY3N D SPA E MUST BE fNSULATED TO A.MINIMUM R q 2 T iN7ROLS (903 L' _. �1 A SEFA TE, READILY A'G ,8SSI LE MANUAL OR At7TOb1A710 TH'cnr.:rncrnr �..., RESIDENTIAL CALCULATION FORM CLIMATE ZONES 7 8 9 COMPONENT J CONCRETE R 0-2.6 R 2.7-3.9 R 4.0-5.9 R6.06 UP Q �. FRAME OR BRICK VENEER R 0-10.9 R 11.0-18.9 R 19-25.9 R 26 6 UP COMMON WOOD OR METAL Q INSULATED gSTORM DOOR p COMMON UNDER ATTIC R 19-21.9 R 22-29.9 R 30 6 UP (7 z J W IASSEMBLYfl SINGLE NO: ATTIC R 6-7.9 R 8-9.9 R 10-11.9 12-18.9 R 19-21.9 COMMON W R 0-6.9 R I 8.9 MOOD E R19. UP Q R 0-2: R 3-5: z U_ D z D W 0 CONCRETE COMMON R 6-1 .9 R 11-: &9 R196 UP WINTER' GROSS WINTER _ POINTS AREA x ! WPM 10.9 6.6 5.0 4.4. 9.6 �. 2.52-7 t.e SUMMER GROSS SUMMER POINTS _ AREA x SPM.. _ 24.8 17.5 --- 15.0 13.9 30.5 1&9 &6 6.5 3.8 ill W co .t Oz EDGE I SULATION PERIMETER I IWPM _ PERIMETER R 0-.2. ! 28.3 _ R 6 8. P i '. 12.4_ 1A 91N).A•84 CLIMATE ZONES 7 8 9 wlkrm ] S,I1MMFR OR _ AREA SGL DBL WOF (9F) GROSS WINTER POINTS OR N. NE AREA SINGLE DOUBLE SOF (99 GROSS SUMMER POINTS CLR TINT CLR I TINT N 55.4. 38.5 - -- 204 176 163 139 HE 55.4 38.5 309 264 258 218 i < E 56.4 38.5 E SE S 425 360 362 304 SE S5.4 38. 418 354 298 % S 55.4 38.5 346 294 287 242 y SW 55.4 38.5 _ SIN 418 354 '.: 355 298 W 55.4 38.5 N 425 360 362 304 (1) W (dA = JW 0� J Z Z F- O Z 0 NW 55.4 38.5 NW H 309 264: 258 218 H 22.6 6.8 _ 720 605 ! 627 524 .:- H = HORIZONTAL GLASS (SKYLIGHTS). FOR SC OTHER THAN 0.93 SEE USED FOR GLASS WITH SOLAR EC.902.2(a)5. TINT MULL MAY BE SCREENS FILM OR TINT. TOTAL GROSS WINTER POINTS TOTAL GROSS SUMMER POINTS R = 4.2-4.9 1.14 F- J R = 5.0-6.6 - 1.12 j7 R=6.7&UP 1.09 DUCTS IN CONDI- T10NED SPACE 1.00 HSM FROM 9G R = 4.2-4.9 1.14 - .._.._.. _ R = 5.0-6.6 1.12 R = 6.7 & UP __-- 1.09-- DUCTS IN COND6 TIONED SPACE 1.00 � DIVIDE BY � DIVIDE BY _%f{R CONDITIONED /(.. �•�V I CONDITIONED /� A (/ ! SUMMER S FLOOR AREA WINTER POINTS FLOOR AREA CA I_ Y F=MEfNffTADJUPSTED DEX WINTER SUMMER HOT WATER E.P.I.. ADJUST CREDIT PTS: PENALTY CALCULATED POINTS POINTS PTS. SUBTOTAL MULTI ". 9C 00 '... PTS. 9E E.P.I. THE CALCULATED E P.L MUST BE EQUAL DINTS. TO OR LESS THAN;100 P CONI NED 901- 1101- 1301- /501- 1701- 1901- 2101- 2301- 1 FLOOR ,11 A (SO. FL) 0-900 ADJUSTMENT 1100_ 1300 1500 I?w 1900 2100 2300 ABOVE II 1.03 F4liLTIPUER 1.07': 1.11 1.16 1.21 1.27 1:33 1.40 "T.47 FORM 900-A-84 - CLIMATE ZONES 7 8 9 9C I DESIGN CREDIT POINTS CP CEILING FAN IN COND SPACE (max 5 CP) 1 MULTRONE A!C SEPARATED BY DOOR 5 CROSS VENTILATION (1 CP per room) 1 WHOLE HOUSE FAN (mtn. 1.5 cfmis.f.) - 5 WOOD STOVE 2 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 0.99 0.85 : oa5 0.e3 osa 1m 1`.00 1-1.9 1.00 0.99 0.86 0.76 0.64 , 0.98 1.00 1.00 2-2.9 1.00 0.99 0.86 0. 7 0.86 0.99 1.00 1.00 3-3.9 1.00 0.99 0.87 Q8, 0.87 0.99 1.00 1.00 4-4.9 1.00 0.99 0.89 0.83 0.90 0.99 1.00 1.00 5-5.9 1.00 0.99. 0.0 0.86 0.92 1.00 1.00 1.00 6-6 9 1.00 0.99 0.9 0.90 0.94 1.00 1.00 1.00 7-7.9 1.00 1.00 0.94, ' 0.92 0.96.. 1.00 1.00 1.00 8-8.9 1.00 1.00 0.96 ,. 0.95 0.97 1.00 1.00 1.00 9-9.9' 1.00 '1.00 0.97 ' 0.97 0.98 1.00 1.00 1.00 0-10.9 `:_1.D0 1.00 0.98" 0.98 0.99- 1.DO 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 90 HEATING SYSTEM CREDIT POI NATURAL GAS/PROPANE HEATING 8.0 OIL HEATING 6.4 9E I DESIGN PENALTY POINTS WASHER AND DRYER IN COND SPACE _ _ 3 TOTAL GLASS OPENS LESS THAN 40% 5 FIREPLACE WTrH INSIDE COMBUSTION AIR 5 0-0.9 1.00' 1.00 1.00 1.00. 1.00 1.00 1.00 1.00 1-1.9 1.00 1.00. 0.99 0.99 0.98 0.99 0.99 1.00 2-2.9 1.00 0.98 0.95 0.9 0.92 0.93 095 0.98 3-3.9 1.00 0.95 0.89 0.86 0.87 0.89 0.95 4-4.9 1.00 0.91 0.84 0.81 0.90 0.81 0.84 0.91 5-5.9 0.99 0:88 0.80 0.76 0.76 0.76 0.80 0.88 6-6.9 0.99 0.85 0.76 0.72 0.72 0.72 0.76 0.85 7 7.9 0.99 0.83 0.72. 0.66 0.70 0.66 0.72 0.03 8-8.9 0.98 - 0.81 0.69 0.66 0.68 0.66 0.69 0.81 9-9.9 0.98 0.79 0.67 0.64 10.66 0.64 0.67 0.79 10-10.9. 0.98 0.78 0.65 0.62 0.65 0.62 0.65 0.78 11-11.9 0.97 0.76 0.63 0.61 0.65 0.61 0.63 0.76 12 UP 0.97 0.76 0.62 0.59 0.64 0.59 0.62 0.76 9G HEATING SYSTEM MULTIPLIER HSM HEAT PUM 2:7-2.8' 2.9-3.6 3.1-3.2' 3.3-3.4 3.58 UP : HSM .40 .37 .34' .32 .30 •29 SOLAR HE TING SYSTEM '. (BACKUP SYSTEM FRACTION) x (BACKUP SYSTEM HSM) _ ELECTRIC TRIP HEAT -- NATURAL GASIPROPANE/O L_ 1.0 (SEE TABLE 90 FOR CREDITS) PTAC 6 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 4 9.5-9.9 10.0-10.4 10.5-10.9 11.D-11.9 12.0-UP ELECTR C CSM 0.88 0.6s _ 0.62 0.59 0.54 COP P0.40-O.44 10.4g5-0.49 40.50-044 0.55-0.59 0.60-0.64 0.65-0.69 0.70 6 UP GAS CSM 1.09 1.00 0.92 GA9 _ MINIMUM SEER/EER.LEVELI7.8 FOR ROOM UNITS AND PTAC FOR STRAIGHT COOL OR HEAT PUMPS; MINIMUM OF 7.5 EER FOR ROOM UNITS AND PTAC. CSM FOR EER 7.5-7.7 ='.87. SEE TABLE ABOVE FOR EER > 7.7. 1 HOT WATER CREDIT POINTS (HWCP) 91 1 1 ELECTRIC RESISTANCE WATER HEATER `--0.:. GAS WATER HEATER - INSTANTA14EOUS WATER ELECTRIC 4.5 _ GAS '' _ , 12.68. HEATER " ELECTRIC BACKUP _ _ GAS BA KUP - 12 -- 5.2 HRU (A/C) ATER HEATER_ {{�-- _ ELECTRIC BACKUP - - -__- -- -__- -- - - _ 9.7 HRU (11P) ATER HEATER GAS BACKUP 15.4 _ _ 2.80•-3.00 HEAT PUM WATER COP t:60-1.89 >,1.90-2.19 2.20-249 2.54-2 (DEDICA DHEAT PUMP) 15.4 CREDIT POINTS `: 9.0 11,4 13.1 14,4 1.0 OVER GL SOLAR FRAC'hON- 0.1 02 0.3 0.4 0.5 0.6 0.7 0,6 21.6 24.0 SOLAR HOT WATEpg cy IGECTRIC BACKUP 2.4 4.8 7.2 9.6 12.0 14A 16.8 22.6 : 24.0 -'- L S BACKUP 1/.4 1-8. 19.3 L__ .- -- _ _ --- _ _., .. _ /4.2 PERCENT OF ANNUAL MOT WATER PROVIDED BY SOLAR 1$_6 17.0 18.6 .19.8 1.2 SYSTEM 100 OVERALL SOLAR FRACTION FLORIDA ENERGY EFFICIENCY CODE ° FOR BUILDING CONSTRUCTION SECTION (3cJct� (n34 P(' ( "ESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES ° FORM 900-A-84 necAnTMENr of COMMUNITY AFFA rts SOUTH 7 8 9 This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9 t of the Energy Code. An alternative to this method for single-family detached dwellings, and multifamily attached dwellings of three stories or less, is provided in Section 10 of this Code. Only dwellings which are above ground frame (wood siding, brick veneer, etc.) or concrete wall type construction may be calculated using Sedans 9 and t0. Olher types of construction must comply under Section 4 or Section 5 of this Code. Additions to existing residential buildings shall comply with the requirements of Section 10 of this Code. Detailed information on how to complete this form maybe obtained horn your local ...,:a:.,.. Annarfmant ru the DeDanmerlt of Community Affairs, Energy Code Program, 2571 Executive Center Circle East, Tallahassee, Florida 32301 PROJECT NAME h7�u Wa E P t+u-E �s'P Z PERMITTING OFFICE: 3� CIRCLE CLIMATE ZONE:(D 8 9 AND ADDRESS: 5T,. L a�.vr a. PERMIT NO.: BUILDER: ,v � F �d1 v„sp�t2:,:,,#y gn.,E,s A7AlL: •--ts 1 L?�. JURISDICTIONNO.: � OWNER: �QQO�+J ND1 LJG N. P0. 6 ❑ DETACHED GLASS AREA AND TYPE IF COVERED MI THISCALCULATION. OF UNITS ° T CLEAR TINT, FILM.SOLAR SCREEN SEPARATE CALCULATIONS ARE REQUIRED SGL� SQL ® ATTACHED FOR EACH WORST CASE UNIT TYPE. CHECK IF LL�� ® THIS CALCULATION REPRESENTS A WORST DBL DBL �1 CASE CONDITION. NCONDITIONED CEILING INSULATION ET WALL AREA AND INSULATION — FLOOR AREA UNDER ATTIC SGL ASSEMBLY CBS R= ��---�--F�RA�M(E R= COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER SYSTEM ❑ CENTRAL ❑ NONE.. © ELECTRIC STRIP ❑ GAS 1-1NONE...ELECTRIC RESISTANCE ElSOLAR ❑ ROOM _ ❑ SOLAR El ❑ HEAT RECOVERY ElGAS © PACKAGE TERMINAL AC ❑HEAT PUMP: COP HEAT -❑ DED. HEAT PUMP: COP ❑,m EERISEER _ .� OTHER. ❑ OTHER: E. RI. MUST NOT EXCEED 100 POINTS CALCULATED E.P-1-: [ .CALCULATED " U�CiGcurdance wish Section 553.907 F reby certify, that the plans. Review of the plans and specifications covered by this calculation Indi- i pliance with the cates compliance with the Florida Energy Code. Before construction is :: �rjd3pectificaT+nttO.S¢overed ',fl8lida by this on are completed, this building will be inspected for compliance in accordance Energp�aode,.. _.., -a :,r ��•, s. with Section 553.908. F.S. .- BUILDING OFFICIAL .DATE TO INDICATE A t ME SURE Must be mel or exceeded by atlxesldences)"MINIMUM REQUIREMENTSCHECK —CAMPLIANCEONENTS REQUIREMENTS3 1 Fa MAXIMUM 0 0 5CFM LEAR FOOT OF OPERABLE SASH CRACK AREA. INCLUDES SLIDING GLASS WSCRACKS.(9 MAXIMUM OF0,5CFM PER SQUARE FOOTOF DOOR 1 TO BE CAULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED ULATION (903.91 MINIMUM OF R-19. WATER HEATERS (903.2) MUST BEAR ASHRAE STANDARD 90.80 LABEL OR A MAX-4 WATT'SO FT STAND-8Y LOSS SWITCH ` OR CLEARLY MARKED CIRCUIT BREAKER (ELECTRIC(. OR CUT-OFF VALVE fGAS) MUST BE _ PROVIDED SWIMMING POOLS (903:3) IF HEATED BS BOTHER THAN SOLAR MUST HAVE POOL COVER DESIGNED TO MINIMIZE HEAT LOSS. ALLNON-COMMERCIAL POOLS MUST BE EQUIPPED WITH'A POOL PUMP TIMER. HOT WATER PIPES (903.4) INSULATION IS REQUIRED ONLY. FOR RECIRCULATING SYSTEMS IN SUCH CASES. PIPING HEAT LOSS SHALL BE LIMITED TO AMAX OF 17.5 BTU /H PER LINEAR FOOT OF PIPE (SEE 5G4d) SHOWER HEADS 1903,5) WATER FLCRV UST BE RESTRICTcC TO NO MORE 7HAN 3-GAL GALLONS PEAR MIN ITE HVAC DUCT CONSTRUCTION CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE S03 6) , ..DUCTS IN UNCONDITIONED SPACE MUST BE INSULATED TO A MINIMUM:R d 2 , V HVAV, CONTROLS 903.7 A.SEPAHArE, (READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM. `� RESIDENTIAL CALCULATION COMPONENT J --- - CONCRETE. R0-2.6 R 2.7-3.9 R 4.0-5.9 R6.0&UP Q 3 FRAME OR - BRICK VENEER R 0-10.9. R 11.0-16.9 R 19-25.9 R 266 UP COMMON WINTER GROSS WINTER = POINTS AREA 10.9 6.6 5.0 4.4 9.6 2.5 1.5 1.1 2.7 CUMATE ZONES 1 6 9 SUMMER GROSS SUMMER = POINTS AREA x SPM 20 -_. 17-5 15.0 13.9 -- _.- 3U Z 13A &6 &5 3.6 -. FORM 900•ANi4 CLIMATE ZONES 7 8 9 co ""co z N M m N YVIn I OR cn AREA SGL OBL WDF (9F) GROSS WINTER POINTS OR N- NE E SE S' SW W NW H AREA SINGLE DOUBLE_ SOF (9F) GROSf* SUMMER POINTS _-- CLR TINT UR TINT N 56.4 38.5 204 176 163 139 NE 55.4 38.5 309 '. ..264 268 218 E 55.4 38.5 425' 360 362 304 BE -- 55.4 38.5 418 354 355 298 5 55.4 38.5 346 294 287 242 SW 55.4 38.5 418 354 355 298 W 3 55.4 38. / G. 4zs 960 2 9oa _ NW 55.4 38.5 309 264 58 2/8 H 22.6 6.8 720 605 627 524 _ C0 c J U 2 O Z O H = HORIZONTAL GLASS (SKYLIGHTS). ' FOR SC OTHER THAN 0.93SEE SEC. 902.2(e )5.nNT MULT. MAYOF USED FOR GLASS WITH SOLAR SCREENS FILM OR TINT. TOTAL GROSS WINTER POINTS R = 4.2-4.9 1.14 F-J. R=5.0-6.6 11.12: j3 R=6.78 UP '1.09 G DUCTS IN CONDI- TIONED SPACE 1.00 'I�liiit«L•J���i� � DIVIDE BY ,., CONDITIONED j 4l Q/ (ff �,pf� C.�(JV //POINTS W j . FLOOR AREA NTER R = 4.2-4.9'.. 1.14 R = 5.0-6.6.: I 1.12 R=6.7E UP_ ._ 1.09.. DUCTS IN CONDI- TIONED SPACE 1.00 DIVIDE BY CONDITIONEDfJ FLOOR AREA J O(� C�(J4 SUMMER POINTS A T R Y P F RM i D X WINTER POINTS SUMMERM PO NTS HOT WATER PTS. 91 E.P.I. ,. SUBTOTAt ADJUSTMENT MULTI 98 ADJUSTED E.P.I. CREDIT PTS. ' 9C + 9D - PENALTY PTS. (9E) CALCULATED 15: 9% + 90 _ o = 6Z x f o3 6417 0 v - -- ',_.. - THE CA ULATED E.P.L' M UST BE EQUAL TO OR LESS THAN. 100 POINTS. ADJI CONDITIONED fLOOF AREA (SQ_.) 901- 0-900 1100 1101- 1300 1301- 1500 1501- :1700 170.1- 1900 1901- 2101- 2100 ,2300 30VE ADJUSTMENT MULTIPLIER 1.03 1.07 1.11 1.16 1.21 1-27 1.33 -1.40 ' 1.37 FORM 900-A-84 CLIMATE ZONES 7 8 9 9C DESIGN CREDIT POINTS CP CEWNG 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 cWs.t.) 5 W000 STOVE. 2 FIREPLACE WITH OUTSIDE OMBUSTION AIR` 2 9C TOTAL (not to exceed 12 points) 9F WINTER OVERHANG FACTOR WOE ' ET N NE E SE S SW W NW. 0-0.9 1.00 0.99 0.85 0.75 0.83 0.98 1.00 1.00 1-1.9 1.00 0.99 D.85"- 0.76 0.84 0.98. 1.00 1.00 2-2.9 1.00 0.99 0.86 0.77 0.86 0.99 1.00 1.00 3-3.9 - 1.00 0.99.. 0.871 0.80 0.87 0.99 t D 1.00 4-4.9 1.00 0.99 `0:89'�, 0.83 0.90 0.99 1.00 1.00 5-5.9 1.00 0.99 0.91', 0.86 0.92 1.00 1.00 1.00 6-6.9 1.00 0.99 0.92'1 0.90 0.94 ,00 1.00 1.00 7-7.9 1.00 .1.00 0 94' 0.92 0.96 1.00 1.00 1.00 8-8.9 1.00 1.00 096 0.95 0.97 1.00 1.00 1.00 9-9.9 1.00 1.00.. 0.971 0.97 0 98 1,00 1.00 1.00 10-101 1.00 1.00: 0.98 0.98 0.99 i1.00 1.00 1.00. 11-11.9 1.00 1.00.. 1.00 1.00 1.00 11'....00 1.00 1.00 12 UP 1.00 1.00 1.00 1.00 1.00 .00 1.00 1.00 9D SYSTEM CREDIT POINTS -HEATING NATURAL GAS/PROPANE HEATING 8.0 OIL HEATING 6.4 9E DESIGN PENALTY POINTS WASHER AND DRYER IN COND SPACE 3 TOTAL GLASS OPENS LESS THAN 40% _ 5 FIREPLACE WITH INSIDE COMBUSTION AIR 5 gG HEATING SYSTEM MULTIPLIER HSM HEAT PUMP T _ COP 2,5-2.6 : 2.7-2.8 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 t.0 NATURAL GAS/PROPANE/OIL_ 1.0 (SEE SABLE 90 FOR CREDITS),. PTAC 8 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/SEER1140-0.4"4 8-7.9 8.0-11 8.5 10:0-10.4 10.5-10.9 11. -11.9 1z.0 UP ELECTRIC CSM> .83 .81 0.76 0.72 `0.68 0:55 0.62 0.59 0.54 COP : 0.45-0.49 0.50-0.54 0.55-0.59 0.60-0.64 0.65-0.69 0.70 8 UP GAS CSM.` 1.50 '':1.25 1.20 . 1.09 1.00 0.92 0:89 " MINIMUM SEER/EER LEVEL FOR ROOM UNITS AND PTA .8 FOR STRAIGHT COOL OR HEAT PUMPS; MINIMUM OF 7.5 EER FOR ROOM UNITS AND PTAC. CSM FOR EE47.5 - 7.7 - :87. SEE TABLE ABOVE FOR EER > 7.7 _g( _ - HOT WATER CREDIT POINTS HWCP '. ELECTRIC: RESISTANCE WA ER: HEATER _ _ _ _ - -_ 0 `GAS WATER HEATER _ _ 10 . INSTANTANEOUS WATER HEATER'. _ ELECTRIC_ ___ 4.5 _ GAS �., _ 12.6 `HRU (A/C) WATER HEATER T HRU (HP) WATER HEATER _ _. ELECTRIC BACKUP _ 8.9 _. GAS BACKUP� ELECTRIC BACKUP _GAS BACKUP_- COP _ _ - _ >- �- 15'2I 9.7 a j _- -- 1_60-1.89 1.90-2.19 2.20-2.49.- 2.50-2.79 15.4': �2.80-3.00..' HEAT PUMP WATER: HEATE (DEDICATED HEAT PUMP) _ _ CREDITROIHTS _ 9.0 11.4 13A 14.4 15.4 ' COVER LL 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 a :i ELECT VC BACKUP 2.4 4.8 7.2 '. 9.6 12.0 /4.4 16.a 19.2' 21.6 24.0 _AS BAf:KUP_ I11.4 12.8 _14.2 15.6 17_.0 _18.8 :19.8 _21.2 22.6 24.0 ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM: r 100 = OVERALL SOLAR FRACTION _ _> • PERCENT OFF VV FLORIDA ENERGY EFFICIENCY CODE 5rs9ta Sou 1 t Esa ON FOR BUILDING CONSTRUCTION 12-CUMATE ZONES SECTION 9--RESIDENTIAL POINT SYSTEM METHOD SU 11.0IgY �• SOUTH 8 9 FORM 90o-A$4 fPApTMENT OF COMMUNITY AFFAIRS under Section 9 -f mil detached or multifamily attached dwellings Ir This form may be used to demonstrate compliance with the Energy Code for new single a y n, M the Energy Code. An alternative to this method for single-family detached dwellings, and multifamily attached dwellings of three stories or less, is ve ground frame (wood siding brick veneer, etc.) or concrete wall type construction may provided In Section 10 of this Code. Only dwellings which are abo be calculated using Sections 9 and 10, Other types of construction must comply under Section 4 o Section 5 of this Code. Additions to existing residential buildings shall comply with the requirements of Section N im FnaaMV Coodeteailam 2571 ExeciOn on utive Center Circle East, Tallahassee,to complete this form my be Ined from yourFlorida 32301local building oeparR➢W it yr uw v p—a„o................_..., . --.- -. _.. - PERMITTING OFFICE: 397" CLIMATE ZONE6 8 9 PROJECT NAME W r I_5FeIL,Ok P G iT AND ADDRESS:.IRCLE �. Luc. coLo. rwA DA PERMIT NO.: BUILDER: „�. li u s or Aida. 6A. nac . I.JµrsflEQ.�''✓(; ?,nAG,S 7a .aPa.zT.,.l?„nts, I,XD• JURISDICTION NO.: OWNER: PRu ti GLASS AREA AND TYPE SOLAR SCREEN I I DETACHED (COVERED BYLY. NO. OF UNITS THIS CALCULATION:��---C�L�EA'R� LLL---JJJ �� SGL SEPARATE CALCULATIONS ARE REQUIRED SGL. FOR EACH WORST CASE UNIT TYPE. CHECK IF t�—L-�—J THIS CALCULATION REPRESENTS A WORST DBL � ® ATTACHED CASE CONDITION. NET WALL AREA AND INSULATION CONDITIONED CEILING INSULATION FLOOR AREA UNDER ATTIC SGL ASSEMBLY CBS R= .FRAME - H= p� =E �Md I >� i �I �J I R- COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER. SYSTEM ❑CENTRAL NONE. ELECTRIC STRIP ❑GAS —JJJ.NONE ©ELECTRIC RESISTANCE ❑SOLAR ❑ ROOM ❑ OIL ❑ SOLAR . HEAT RECOVERY. ❑ GAS PACKAGE TERMINAL AC ❑HEAT PUMP: COP = ❑-� DED. HEAT PUMP: COP = ❑ EER (SEER = a OTHER: ❑ ❑..OTHER: CALCULATED E.P.I. MUST NOT EXCEED 100 POINTS , CALCULATED E-Pf,:. In aCrordance with 553 907 S 4 I y cent thaI the plans Review of the plans and specifications covered by this calculation Indi- the Florida Energy Code. Before construction is c --and specifications" covered by this cal - n lance with the cafes compliance with completed, this building will be inspected forcompliance inaccordance Florida E� k� _. rgwith Section 908, FPS .553 BUILDING OFFICIAL -- OWKPJ;+iENT:r�- , ^ 1 DATE DATE. SA PRE IPTIVEMEASURES Mu t be met or exceeded by alf residences 1 "'_ _ —_ — - CHECK TO INDICATE MINIMUM RE 664EMENTS -- - COMPLIANCE. OMP11 O ENTS .'. REOLNAEMENTS: — WI 0 S..903 1 MAXIMUM & 0 5 CFM per LINEAR FOOT OF OPERABLE SASH CRACK. I:.i DOOR 9031 .MAXIMUM OF0.5 CFM PER SQUARE FOOT OF DOOR ------ SLIDING GLASS DOORS. EXT. JOINTS 9 CRACKS 3 1 T 6E CAU !KED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED CEILING INSU TION 3.)) WNIMLIM O R-19.!- WATER HEATE " t 7 8 A 1,ASHRAE STAN RO 90.80 LA13EL:OR A MAX 4 WATT'SO FT STAND-BY LOSS SWITCH 1 .2 MS MARKED CIRC TSIREAKER (ELECTRIC) OR CUTOFF VALVE fGAS) MUST. BE — C.L PR C I� PROVIDED " SWIM ING FOOLS (903.3) 1 I H ATBD BY OTHER THAN LAR- MUST HAVE POOL COVER DESIGNED TO MINIMIZE HEAT LOSS.: N N-CO MERCtk POO ( UST BE EQUIPPED WITHA FOOL PUMP TIMER _ HOT WATER Pits (903.4) INSU IS REQUIRED O YFOR RECIRCtxATWG SYSTEMS IN SUCH CASES PIPING HEAT ' I. I I • L.CS $ nSHA BE L IYEb AX OF 17.5 BTU M PER LINEAR FOOT OF PIPE (SEE 504 4) _ SHOWER HFA 3 VVM'CR F' ' 5 8E R€s"T. `D TU NO tff7FYe fkAN 3C�iGLOI1 �PtN 411.YU fe __ __ _ - CONSTFLIIG, IN ACCORDA- 1TH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE. -S✓r. HVAC DUCT C(11tJST UCTION (903 6)' r v 1 y L QUO IN U OITKN•iED. MUST BE3NSU ATE4_ YO A MINIMUMR_4 2 A SEPA EADIUlACCESS MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM '. HVAC CON ROLS(903 7) �' Q WOOD OR METAL yCC INSULATED 0 STORM DOOR p COMMON UNDER ATTIC R 19-21.9 R 22-29.9 R 30 3 UP Z J W U SINGLE ASSEMBLY NO ATTIC R 6-7.9 R 8-9.9 R 10-119 R 12-1&9 R 19-21.9 COMMON n RESIDENTIAL CALCULATION l®N_rmr I ow®- O z O i EDGE. INSULATION ._ R0-2.9 R 3-5.9 PERIMETER . R 6 & UP PERIMETER WPMIm _ 28.3 29.4 12.4 CLIMATE ZONES 7 8 9 _ .: . .. _ . ® M Ingo mom ©-mm ®® .r imom®® ©®mm _-®®®mm ® mmmmm mm ®■gym®�® • --_®® ®®®® ® f TOTAL GROSS WINTEN wm a - R=4.2-4.9 1.14 F-J R = 5.0-6.6 1.12 ------ L) R = 6.7 6 UP 1•09 0 DUCTS IN CONDI- TIONED SPACE 1M N = 4.L-%.v R = 5.0-6.6 R=6.7&UP DUCTS IN CONDI- TIONED SPACE pr DIVIDE BY 5 Q 7 DIVIDE BY J+� IED CONDITIONED /1g'7/ �%f�lQ WINTEND R FLOOR ^p"5 / 04 15 SUMMER POINTS WINTER I St POINTS 158714 Ml HO7 WATER y E.P.I. ADJUSTMENT ADJUSTED CREDIT PTS. PENALTY CaLGu IaT ED 1MER NTS PTS. 91 SUBTOTAL MULTI. 98 E.P.I. 9C + 9D PTS. 9E 28 ,/r a3.69 - - U' TNF!`AIMu.rrn e. n.I ...-"--_ --.+ .•"/ CONDITIONED _ JJJ e FLOOR AREA (SO. FT.) 1100 1/01- 1301- 1501- - 1701- 1901- 2101- ADJUSTINENr '-� 07 1300 1500 1700 19W 2100 MULTIPUER f.11 1.16 121 � A807 1.27 133 1.40 1 1.4 CEILING FAN IN COND SPACE (msx 5 CP) 1 MUUtZONE A/C SEPARATED BY DOOR 5 CROSS VENTILATION V UP per room) 1 WHOLE HOUSE FAN (min.1.5 CmV*-f-) 5... WOOD STOVE 2 FREPLACE WITH OUTSIDE COMBUSTION AIR .2 j-w TOTAL (not to exceed 12 points) MET N NE E SE S SW W NW 0-0.9 1.00 0.99 0.85 0.75 0.83.. 0.98 1.00 1.00 1-1.9 1.00 0.99 0.85 0.76 0.84 0.98 1.00 1.00 2-2.9 1.00 0.99 0.86 0.77 0.86 0.. 1.00 1.00 3-3.9 1.00 0.99 0.87 0.80 0.87 ���gg999� 1.00 1.00 1.00 1.00 4-4.9 1.00 0.99 0.89 0.91 0.83 0.86 0.90. 0.92 0. 1.00 1.00 1.00 5-5.9 1.00 1.00 0.99 0.99 0.92 0.90 0.94 1.00 1.00 1:00 6-6.9 7-7.9 1.00 1.00 0.94 0.92 0.96 1.00 1.00 1.00 8-8.9 1.00 1.00 0.96 0.95 0.97 1.00 1.00 1.00 9-9.9. 1.00 1.00 0.97 0.97 0.98 1.00. 1.00 1.00 10-10.9 1.00 1.00 0.98 0.98 0.99 1.00 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 9D HEATING SYSTEM CREDIT POINTS NATURAL GAS/PROPANE HEATING 6A OIL HEATING 6.4 9E DESIGN PENALTY POINTS WASHER AND DRYER IN COND SPACE 3 TOTAL GLASS OPENS LESS THAN 40% 5 FIREPLACE WITH INSIDE COMBUSTION AIR 5 'EET _.. N NE E SE S SW IN NW 0-0.9 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1-1.9 1.00. 1.00 0.99 0.99 0.93 0.98 0.92 0.99 0.930.95 0.99 0.98 2-2.9 1.00 1.00 0.98 0.95 0.95 0.89. 0.87 0.86 8 0.89 0.95 3-3.9 4-4.9 1.00 0.91 0.84 0.81 0.80 0.8 1 0.84 0.91 5-5:9 0.99 0.88 0.80 0.76 0.76 0.76 0.80 0.88 6-6.9. 0.99 0.85 0.76.. 0.72 0.72 0.72 0.76 0.85 0.83 7-7.9 0.99 0.83 0.72 0.68 0.70 0.68 0.72 0.81 &-89 0.98 0.81 0.69. 0.66 0.68. 0.66 0.64 0.69 0.67 0.79 9-9.9 0.98 0.79 0.78 0.67 0.65 0.64 0.62 0.66 0.65 0.62 0.65 0.78 10-10.9 11-11.9 0.98 0.97 0.76 0.63 0.61 0.65 0.61 0.63 0.76 12 UP 0.97 0.76 0.62 0.59 0.64 0.59 0.62 0.76 HEAT PUMP HSM --.40 - .37 .34 .32 .30 SOLAR HEATING SYSTEM (BACKUP SYSTEM FRACTION) x (BACKUP SYSTEM HSM) 1.0 ELECTRIC STRIP HEAT _ ... - ---- NATURAL GASIPROPANEIOIL 1.0 (SEE TABLE 9D FOR CREDITS) PTAC & ROOM HEAT PUMPS MINIMUM COP 22 HSM FOR COP 2.2 - 2.4 = .45. - 1 ELECTRIC CS 93 .6 0:76 o.7z o.fie o.65 0.62 �.» COP 0.40-0.44 0.45-0.49 0.50-0.54 0.55-0.59 0.60-0.64 0.65-0.69 0.7 GAS 1 50 1 25 1.20 1.09 1.00 0 92 CSM u i NrrS AND PTA(.; MINIMUM SEERIEER LEVEL 7.8 FOR STRAIGHT COOL OR MEAT PUMPS MINIMUM OF is ccn tea.. rcu cnR FFR 7.5 - 7.7 = .87. SEE TABLE ABOVE FOR EER > 7.7. GAS WATER HEATE INSTANTANEOUS WRYER HEATER HRU (A/C) WATER HE ATER HAU (HP)WATER HEATER HEAT PUMP WATER HEATER (DEDICATED HEAT PUMP):.. HOT WATER CREDIT POINTS HWCP __ HEATER ELECTRIC GAS ELECTRIC BACKUP _ pS BACKUP ELECTRIC BACKUP GAS BACKUP COP 1.60-Lt19 1.90-2.19 2.20-2:49 2.!14.4:2.79 2.81 CREDIT POINTS 9.0 11.4 13.1 } _ )LAR FRACTION* 0.1 + 0.2 n t as - _ z ELECTRIC BACKUP �GASBACKUP_ 1[d BY FLORIDA ENERGY EFFICIENCY CODE ®- FOR BUILDING CONSTRUCTION SECTION 9—RESIDENTIAL POINT SYSTEM METHOD 3 ` FORM 900 A 84 DEPARTMEM OF COMMUNITY AFFAIRS 1 aeXW_®AAa. - was 8Lr(L';> r 0L-, ( o CLIMATE ZONES SOUTH 7 8 9 -his form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9 ,1f the Energy Code. An altemative to this method for single-family detached dwellings, and multifamily attached dwellings of three stories or less, is provided in Section 10 of this Code. Only dwellings which are above ground frame (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 Section 5 of this Code. Additions to existing residential buildings shall comply with the requirements of Section 10 of this Code. Detailed information on how to complete this form may be obtained from your local building department or the Department of Community Affairs, Energy Code Program, 2571 Executive Center Circle East, Tallahassee, Florida 32301. COOLING SYSTEM PRIMARY HEATING SYSTEMS PRIMARY HOT WATER SAY CENTRAL NONE lll���JJJ FV ELECTRIC STRIP ❑GAS I I NONE L�LL�❑..11ll1 —STEM ELECTRIC RESISTANCE 1 I SOLAR �❑ I I ROOM i®-1 OIL � SOLLARRLJ. 1111(❑����III HEAT RECOVERY GAS PACKAGE TERMINAL AC ❑HEAT PUMP: COP = ❑ ! I DED: HEAT PUMP' COP = ❑ m �j�� EERISEER = '1 [v l OTHER: ❑ i ❑ — OTHER: _ CALCULATED E.P.I.: 1—�7_ L- I CALCULATED E.P.I. MUST NOT EXCEED 100 POINTS In accordance with Section 553.907 F.S. reby certify that the plans Review of the plans and specifications covered by this calculation indi- and specifications covered by IN I in compliance with the cafes compliance with the Florida Energy Code. Before construction is Florda Energy Code completed, this building will be inspected for compliance in accordance with Section 553.908, F.S. GWNER/AGENT " BUILDING OFFICIAL: a CATEi __ �/1 7 DATE: 9A PRESCRIFTIVI: M COMPONENTS CEILING INSULATION (903.9) WATER HEATERS (903 2) SWIMMING POOLS (903.31 HOT WATER PIPES (903.4) SHO_WER_HE_ADS19W,.SZ _. HVAC DUCT CONSTRUCTION be met or eneWed by all residences. ) MINIMUM REQUIREMENTS CHECK TO INDICATE REQUIREMENTS COMPLIANCE 1M OF 0.5 CFM per LINEAR FOOT OF OPERABLE SASH CRACK. IM OF 0.5 CFM PER SQUARE FOOT OF DOOR AREA. INCLUDES SLIDING GLASS DOORS. 3AULKED, GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED MINIMUM OF R-19. MUST BEAR ASH RAE STANDARD 9080 LABEL OR A MAX 4 WATT SO F7 STANDBY LOSS SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (E�ECTRIC) OR CUTOFF VALVE (GAS) MUST BE PROVIDED.—_—..._____ 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. INSULATION IS REQUIRED 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 504A). WATER FLOW MUST BE RESTRICTED TO NO MORE INAN 3 6Ai.LONS Ft_R `n:NUfC CONSTRUCTED IN ACCORDANCE WFIH INDUSTRY STANDARDS AND LOCAL MECHANICAL. CODE DUCTS IN UNCONDITIONED SPACE MUST BE INSULATED TO A MINIMUM R.1 2 v.. 17 A SEPARATE, READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SVSI a I FORM 900-A-84 COMPONENT N CONCRETE R 0-2.6 R 2.7-3.9 R 4.0-5.9 R6.0&UP J J 3 - FRAME OR ' BRICK VENEER R 0-10.9 R11.o-1e.9 R 19-25.9 R 26 8 UP COMMON WOOD OR METAA.. CC INSULATED O STORM DOOR 0-COMMON .UNDER ATTIC R 19-21.9 R22-29.9 R 30 6. UP z Z J Lu U SINGLE ASSEMBLY NO ATTIC R6-.79 R 8-9.9 R 10-11.9 R /2-18.9 R 19-21 9 . COMMON w iR7-10.9 R 0-6.9 R 11-18.9 N WOOD w z 2 0 gO R198 UP R 0-2.9 R 3-5.9 z O z O CONCRETE R610.9 R 11-1&0 I R19&UP COMMON RESIDENTIAL CALCULATION WINTER GROSS WINTER =. POINTS ..AREA WPM - 10.9 ' 6.6 5.0. 4.4 9.6 2.5 1.5 1.1 2.7 44.6 21.6 7.9 1.9 15 1 1 ®rota®®L�l� CLIMATE ZONES 18 9 70.6 &4 }: 2.0 �-T- 6 6.6 2.9 2.3 GROSS SUMMER POINTS 1.4 1.5 0.2 6.8 4.3 5.7 3.4 3.6 2.3 29 , 1.5 1.9 / 1.7 2.0 - EDGE INSULATION PERIMETER WPM w Q = _ PERIMETER R.0-2.9 3-5.9 20.4 _ _ R 6.8 UP .. 12.4 FORM 900-4-84 CLIMATE ZONES 7 B 9 eanurao 311MIDAFR z y Q 0 to ¢m y 3� J O Z_ I- O Z O •OR AREA SGL DBL WOF (9F) GROSS WINTER POINTS OR N HE E SE S Sw W NW H [FOR SED AREA. SINGLE DOUBLE SOF (9F) GROSS SUMMER POINTS CLR TINT CIR TINT N 55.4 38.5 '. 204 176 163 139 NE 55.4 38.5 309 264 258 218 E 55.4 38.5 425 360 362 304 SE 55.4 38.5 418 354 355 298' S 55.4 38.5 346 294 287 242 sw 65.4 38.5 418 354 356 296 W 55.4 38.5 425 360 304 NW 55.4 .S 309 264 258 218 H 22.6 6.8 720 605 627 524 W = HORIZONTAL GLASS (SKYLIGHTS). - SC OTHER THAN FOR GLASS 0.83 WITH SOLAR SEE SEC. 9022(a),4. SCREENS FILM TINT MUTT. OR TINT. MAY BE i1 TOTAL GROSS WINTER POINTS c�r: TOTAL GROSS SUMMER POINTS R = 4.2-4.9 1.14 _ h- R = 5.0-6.6_ 1.12 R = 6.7 A UP _._ 1.09. DUCTS IN CONDI- TIONED SPACE 1.00 . R = 42-4.9. 1.14 R = 5.0-6.6 1.12 _ R=6.73LP 1.09. DUCTS IN CONDI- TIONED SPACE 1,00 416- -440- DIVIDE 8V CONDITIONED ,.. / T ` -76 v �� •. FLOOR AREA WINTER POINTS CONDITIONED FLOOR AREA SUMMER POINTS AL ENERGY PER IN _ WINTER POINTS. SUMMER ...POINTS HOT WATER. PTS.. 91 E.P,I: SUBTOTAL ADJUSTMENT MULTI: 98 ADJUSTED E. P.1. CREDIT PTS. 9C + 9D PENALTY PTS. CALCULATED EtP.I, THE CALCULATEDE.P.I. MUST BE EQUAL TO OR LESS THAN 100 POINTS. CONDITIONED 901- FLOOR AREA (SO. FT.) 0- g00 1100 ADJUSTMENT /.03 1.07 MULTIPLIER 1101- 1301- 1:501- 1701- 1901- 2101- '2301 1300 1500 1700 1900 2100 2300 ABOVE 1.11 1.16 1.21 1.27 1.33 1.40 -1.47 I �' a t 9C DESIGN CREDIT POINTS _ 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. 1.6 chNs.f.) 5 _ WOOD STOVE 2 FIREPLACE WITH OUTSIDE COMBUSTION AIR 2 9C TOTAL (not to exceed 12 points) 0-0.9 1.00 0.99 0.85 0.75 0.83 0.98 1.00 1.00 1-1.9 1.00 0.99 0.85 0.76 0.84 0.98 1.00 1.00 2-2.9 100 0.99 0.86 0.77 0:86 0.99 100 1.00 3-3.9 1.00. 0.99 0.87 0.80 0.87 0.99 � 1.00 4-4.9 1.00 0.99 0.89 0.83 0.90 0.99. 1.00. 1.00 5-5.9 1.00 0.99 0.91 0.86 0.92 1.00 1.00 1.00 6-6.9 1.00 O.99 0.92 0.90 0.94 1.00 1.00 1.00 7-7.9 1.00 1-00 0.94 0:92 0.96 -1.00 1.00 1.00. 8-6.9 1.00 1.00 0,96 0.95 0.97 1.00 1.00 1.00 9-9.9 1.00 1.00 0.97 .. 0.97 . 0.98 1.00 1.00". 1.00 10-10.9 1.00...1.00 0.98 0.98 0.99 1.00 .. 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. 9D HEATING SYSTEM CREDIT POINTS NATURAL GASIPROPANE HEATING 8.0 OIL HEATING 8.4 9E DESIGN PENALTY POINTS - WASHER AND DRYER IN COND SPACE TOTAL GLASS OPENS LESS THAN 40% 5 FIREPLACE WITH INSIDE COMBUSTION AIR 5 FEET. N NE E `SE S SW W NW 0-0.9 1.00 1.00 1.00 1.00 1.00 >1.00 . 1.00 1.00 1-1.9 1.00 1.00 0.99 0.99 0.98. 0.99 -0.99 : 1.00 2-29 1.00 0.98. 0.95 0.93 092 t0.93 0.95 0.98 3-3 9 1.00 0.95 0 89 0.87 0.86 0,87 0.95 4-4.9 1.00 0.91. 0.94 0.81 0.80 0.81 0,91 5-5.9 0.99 0.88 0.80 0.76 0.76 0.76 0.80 0.88 6-6.9 `0.99. 0.85 0.76 0.72 072 0.72 0.76 0.85 7-7.9 0.99 0.83. 0.72 0.68 0.70 0.68 0.72 0.83 8-.8.9 0.98 0.81. 0.69' 0.66 0,68 ' 0.66 069. 0-81 9-9.9 0.98 -0.79 0.67: -0.64 0.66-- 0.64 0.67 0,79 10-10.9 0.98 0.78 0.65- 0.62 0.65 0.62 0.65' 0.78 11-11.9 0.97 0.76 0:63 :'0:61 0.65 0:61 063 0.76 12 UP 0.97 0.76 0.62 0.59 0.64 0.59 0.62 0.76 9G 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 d UP HSM .40 .37. .34 .32 .30 .29 SOLAR HEATING SYSTEM (BACKUP SYSTEM FRACTIO x (BACKUP SYSTEM HSM) ELECTRIC STRIP HEAT 1.0 NATURAL GAS/PROPANEIOIL 1.0 (SEE TABLE 9DFOR CREDITS) PTAC 3 ROOM HEAT PUMPS : MINIMUM COP 2.2. HSM FOR COP 2.2 - 2.4 = .45.. SEE TABLE ABOVE FOR COP > 2A 9H COOLING SYSTEM MULTIPLIER (CSM) EER SE R 7.8-7.9 0.0-8.4 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 .81 0.76 0.72 0.68 - 0.65 .0.62 0:59 0.54 COP; 0,40-0.44 0.45-0.49 0.50-0.54 0.55-0.59 0.60-0.64 0,65-0.69 0.706:UP GAS CSM LSO 1.25 1.20 ": 1.09 1.00 0.92.. 0.89 MINIMUM. SEER/EER LEVEL 7.8 FOR STRAIGHT COOL ORIHEAT PUMPS; MINIMUM OF 7.5: EER FOR ROOM UNITS AND PTAC. FOR ROOM UNITS AND PTAC CSMFOR EER 7.5 - 7.7=.87. SEE TABLE AB OVE.FOR EER>7.7. 91 HOT WATER CREDIT POINTS (HWCP) - EIECTRIC RESISTAN _ E WATER HEATER , _ __ - - 0- -- GAS WATER HEATER INSTANTANEOUS WA R ELECTRIC - -- C55 GAS - 12,6 HEATER EL�.CTRIC BACKUP HRU (A!C). WATER HEA ER GAS BACKUP 15.2 _ HRU (HP) WATER HEATER ELECTRIC BACKUP - . GASBACKUP TER Cop -- - 1.60-1.89 - _:. _ _ 1.90-2.19 2.20-2.49 250-2.79 15:4_ 00 :. HEAT PUMP WATER HE 3.80-3.b0 (DEDICATED HEAT P MP) 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 08 0.9 SOLAR S HOT WATER ELECTRIC BACKUP _ 2.4 4.8 7.2 ` 9.8 12.0 14A I}5,9 19.2' 2},8 2 5_ GAS BACKUP _ 114 _12:8 /4.2 15.5 170 188 1 8 - PERCENT OF ANNUAL HOT WATER PROVIDED BY SOLAR SY ,�. _ 9.8 21.2 23,6 24.0 J -EM * 100 = OVERALL SOLAR FRACTION Sr.1PI Samoa yrtn r r.- FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION SECTION 9-R �uc�o+ rs q 3 IiA 90t} i 9-RESIDENTIAL POINT SYSTEM METHOD ..CLIMATE ZONES O FOR A-84 DEPARTMENT OF COMMUNITY AFFAIRS SOUTH 7 8 9 \ This form may be uaod to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9 - \ of the Energy Code, An alternative to this method for single-family detached dwellings, and multifamily attached dwellings of .three stories or less, is provided in Section 10 of this Code. Only dwellings which are above ground frame (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 Section 5 of this Code. Additions to existing residential buildings shall comply with the requirements of Section 10 of this Code. Detailed information on how to complete this form may be obtained from your local building department or the Department of Community Affairs, Energy Code Program, 2571 Executive Center Circle East, Tallahassee, Florida 32301. PROJECT NAME W s ? — FWR PERMITTING AND ADDRESS: isir ,, wc, E CvJ& ' Lo Rr 'a. OFFICE:. ,3.. ? CIRCLE CLIMATE 20NE• :0 9 BUILDER: p- ,.(p Itit .t fZ.t 5 ffiRY PERMIT NO.: WN+StEre.L14 PwcS 7I IA �142TwpA9Tf + Lro . OWNER: I A. r4 U'ST Z4 k 5, 1' N "L JURISDICTION NO.: G Y e, 0 e+ ❑ DETACHED � � ATTACHED lLllflff ]]ft ]]]fffJ IF MULTIFAMILY, NO. OF UNITS COVERED BY THIS CALCULATION v` D 2 GLASS AREA AND TYPE CLEAR INT, FILM,SOLARSCREEN SEPARATE CALCULATIONS ARE REQUIRED FOR EACH WORST CASE UNIT TYPE. CHECK IF THIS CALCULATION REPRESENTS A WORST CASE CONDITION. SGL SGL.. �--�7�'� DBL DBL NET WALL AREA AND INSULATION CONDITIONED FLOOR AREA CEILING INSULATION CBS R= 1 111'' E R= UNDER ATTIC .SGL. ASSEMBLY �a COOLING SYSTEM PRIMARY HEATING SYSTEM PRIMARY HOT WATER SYSTEM ❑ CENTRAL ElNONE'i ❑ ROOM aPACKAGE TERMINAL AC EERISEER = ®� �� Y I ELECTRIC STRIP ❑ GAS � NONE OIL - ❑ SOLAR NEAT PUMP COP FIE OTHER �. ELECTRIC RESISTANCE ❑ SOLAR ❑ HEAT RECOVERY ❑.GAS ❑ DED. HEAT PUMP: COP _ ❑. m El 1-1 I III___�11 CALCULATED E.P.I.: CALCULATED E.P.I. MUST NOT EXCEED'100 POINTS .In accordance with Section 553.907 FS., I hereby ;.a-*d-spee4f+catux6s•covered by this etc l n are a Energy Cdde. "` certify that the plans in p6ahce with the Review of the plans and specifications covered by this calculation indi- cafes 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 - P'FtESER 'E MEA RE3_fMust Oe met or exceeded 0y all residences) _MINIMUM REQUIREMENTS CHECK TO INDICATE — COMPONENTS... REQUIREMENTS-�. _— COMPLIANCE - WINDOWS 9o3.t MAXIMUM OF _ 0 5CFM Re, LINEAR FOOT OF OPERABLE SASH CRACK DOORS 1903,1 MAXIMUM OF 0 5CFM PER SQUARE FOOT OF DOOR AREA. INCLUDES SLIDING GLASS DOORS. _ _J� EXT. JOINTS $CRACKS(9031 TO BE CAULKS .GASKETED WEATHERSTRIPPED OR OTHERWISE SEALED V CEILING INSULATION (903,9) MINIMUM OF R 19.. RAE STANDARD 90.80 LABEL 4R A MAX 6 WATT'SQ FT. STAND-BY LOSS SWITCH IRKED CIRCUIT BREAKER.(ELECTRIC) OR CUT-OFF VALVE (GAS) MUST BE WATER HEATERS t903 2) MUST BEAR A OR CLEARLY M PROVIDED SWIMMING POOLS (903 3) IF HEATED BV ALL NOWOOM THER THAN SOLAR, MUST HAVE POOLCOVER DESIGNED TO MINIMIZE HEAT LOSS ERCIAL POOLS MUST BE EQUIPPED WITH A POOL PUMP TIMER HOT WATER PIPES (903.4) INSULAT16H IS LASS SHALL B REQUIRED ONLY FOR RECIRCULATING SYSTEMS IN SUCH CASES, PIPING HEAT LIMITED TO A MAX OF 17.5 BTU /H PER LINEAR FOOT OF PIPE (SEE 504 4I SHOWER HEADS L903 bl WAFER FLOW MUSf BE RESTRK FED TO NO MORE THAN 3 GALLONS PER ""INUTE HVAC DUCT CONSTRUCTION 903 6 CONSTRUCTS DUCTS IN U IC - IN ACCORDANCE WITH INDUSTRY STANDARDS AND LOCAL MECHANICAL CODE i NDRIONFD SPACE MUST BE INSULATED TO A MINIMUM R.4 2 _ _ _ T 'HVAC CONTR(1LS.: A SEPA TE R ._ ADILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM, FORM 900-444 COMPONENT J CONCRETE R 0-2.6. R 2.7-3. R 4.0-5.9 R6.06—up J Q 3: FRAME OR BRICK VENEER R 0-10.9 R 11.0-18.9 R %-25.9 R 26 3 UP COMMON WOOD OR METAL Q INSULATED O STORM DOOR p COMMON UNDER ATTIC R 19-21.9 R 22-29.9 R 30 6 UP Z 7 W C) SINGLE ASSEMBLY i R 6-7.9 R 8-9.9 R 10-11.9 R/2-18.9 RESIDENTIAL CALCULATION WINTER GROSS WINTER = POINTS AREA x .WPM -- 10.9 --- 6.6 5.0 ---- 4.4 — -- 9.6' _ 2.5 1.5 — — 27 CLIMATE ZONES 7 8 9 SUMMER GROSS SUMMER _. POINTS _. AREA x SPIM ,. 2" 17.5 15.0 -- 13.9 30.5: 13.9 N 3.8.... w U. O z CONCRETE Cl3 5.9 R 6-10.9 R 11-18.9 COMMON ®r r w O cc cn 0i EDGE INSULATED PERIMETER -WPM PERIMETER R 0-2.9 28.3 R 3-.5.9 _ 20.4 R 6 & UP _ 12.4 �M 900-A-84 CLIMATE ZONES 7 E =] el'uucc OR AREA SGL DBL W(>F (gi=) GROSS WINTER POINTS OR N AREA SINGLE DOUBLE SOF (9F) GROSS SUMMER POINTS ClR _ TINT CLR TINT N. �...... 55A 38.6 _ 204 176 163 139 i < NE 55.4 38.5 NE E SE S 309 264 258 218 E 55A 38.5 425 360 362 304 SE 55.4 30.j 418 354 298 , S 55.4 38.5 346 294 287. 242 v=i SW 55.4 38.5 SW W 418 354 355r524 W 55.4 38.5 425 360 362a O = �W 7 J U Z O Z O O NW 55.4 38.6 - NW H 309 264. 258toIn H 2 .6 6.8 720 606 627 H = HORIZONTAL GLASS (SKYLIGHTS). FOR SC OTHER THAN0.83 SEE SEC.902.2(a)5. TINT MULL MAY BE USED FOR GLASS WITH SOLAR SCREENS FILM OR TINT. TOTAL GROSS WINTER POINTS -A'' "� TOTAL GROSS SUMMER POINTS R/.14 R=4.2-4.9 _- _ 1.14 h-J R=5.0-6.6 1.12 R=5.0-6.6 1.12 R=6.7d UP 1.09 R=6.7&UP _ 1.09 DUCTS IN CONDI- DUCTS IN CONDI- TIONED SPACE 1.00 TIONEO SPACE 1.00 - HSM FROM 9G e,%� xO• �00 i Q DIVIDE BY 'IG r% CONDITIONED fI -%ffjr FLOOR AREA ... I �wv WINTER POINTS DIVIDE BY I I b CONDITIONED �n7 R / b J2 c, Mo wocw - SUMMFR POINTS R P - RM IND WINTER POINTS SUMMER POINTS HOT WATER; E.P.L. PT& SUBTOTAL ADJUSTMENT MULTI. 9B ADJUSTED - - E.RI. CREDIT PTS. 9C + 9D r PENALTY PTS ' 9E CALCULATED. E.P.I. � 1 + 5 - O = 60 ` x 1 o3 =6Z. Zo- O + d = 62 _ THE CALCULATED E.P.I. MUST BE EQUAL TO OR LESS THAN 100 POINTS. ` P CONDITIONED FLOOR AREA FT.) 0-900 901- 1100 1101- 1300 1301- 1500 1501- 1700 1701- 1900 1901- 2100 2101- "2300 2301= A ADJUSTMENT `MULTIPLIER 1:03 '"'�� 1.07 7.11 1:16 1.21 : -1.27 1.33 1.10 Y.4T 9_C 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) / WHOLE HOUSE FAN (min. 1.5 ofm/s.f.) 5 WOOD STOVE 2 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 0:99 d,85 0.75 0.53 0.98 1.00 1.00 1-1.9 1.00. 0.99 0.85 0.76 0.84 0.98 1.00 1.00 2-2.9.. 1.00 0.99 0.86 0.77 0.86 0.99 1.00 1.00 3-3.9 1.00 0.99 0.87 Q&p 0.87 0.99 1.00 1.00 4-4.9 1.00 0.99 0.89 0.83. 0.90 0.99 1.00 1.00 5-5.9 1.00 0.99 Q.91 0.86 0.92 1.00 '.1.00 1.00 6-6.9 1.00 0.99 .92 0.90 0.94 1.00 1.00 1.00 7-7.9 1,00 1.00 0.94 0.92 0.96 1.00 1.00 1.00 8-8.9 1.00 1.00 Q.96 0.95 0.97 1.00 1.00 1.00 9-9.9 - 1.00 1.00 0.97 0.97 0.98 1.00 1.00 1.00. 10-10.9 1.00 1.00 0,98 0.98 0.99 1.00 1.00 1.00 41-11.9 1.00 1.00 11.00 1.00 too 1.00 1.00. 1.00 12 UP 1.00 1.00 1!.00 1.00' 1.00 1.00 1.00 1.00 HEATING SYSTEM CREDIT POI r90 1 NATURAL GAS/PROPANE HEATING 8.0 CHI HEATING 6.4 9E DESIGN PENALTY POINTS WASHER AND DRYER IN COND SPACE 3 TOTAL GLASS OPENS LESS THAN 40% ' 5 FIREPLACE WITH INSIDE COMBUSTION AIR 5 FEET N HE E' SE S SW W NW 0-0.9 1.00 1.00 ' 1.00 1.00 1.00 1:00 1.00 1.00 1-1.9 - 1.00 1.00 0.99 0.99 0.98 0.99 0.99 1.00 2-2 9 too 0.98 0.95 0.93 0.92 0.93 0.95 0.98 3-3.9 1.00 0.95 0.89 0.86 0.87 0.89 0.95 4-4 9 1.00 0.91 0.84 0.81 0.80 0.81 0.84 0.91 5-5.9 0.99 0.88 . 0.80 0.76 0.76 0.76 0.80 0.88 6-6.9 0.99 0.85 0.76 0.72 0:72 0.72 0.76 0.65 7-7.9` 0.99 0.83 0.72 0.68 0.70 0.68 0.72 0.83 8-8.9 0.98 0.81 0.69 0.66 0.68 0.66 0.69 0.81 9-9.9 0.96 0.79 0.67 0.64 0.66 0.64 0.67 0.79 10-10.9 0.98 0.78 0.65 0.62 0.65 0.62 0.65 ` 0.78 11-11.9 0.97 0.76 0:.63 0.61 0.65- 0.61 0.63 0.76 A cO na0. n7A gG 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 3S 3: UP - HSM .40 .3T .34 .32 :30 :29 SOLAR HEATING SYSTE (BACKUP SYSTEM FRACTION). X {BACKUP SYSTEM HSM) ELECTRIC STRIP HEAT 1.0 NATURAL GAS/PROPANE:/OIL 1.0 (SEETABLE 9D FOR CREDITS) PTAC 6 ROOM HEAT PUPAPS MINIMUM COP 2.2. HSM FOR COP 2:Z- 2.4 = :45.: SEE TABLE ABOVE FOR COP > 2.4 9H I COOLING SYSTEM MULTIPLIER CSM) EER SEER 7.8-7.9 8.0-8.4 6.5-8.9 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 A 0.76 0.72 0.68 0.65 0.62 0.59 0.64 COP' 0.40-0.44 0.46-0.49 0.60-0,54 0.55-0.59 : 0.60-0.64 < 0.65--0.69 0.70 3 UP GAS CSM 1.50 1.25 1.20 109 1.000.89 MINIMUM SEER/EER'LEVEL FOR ROOM UNITS AND I 7.8 FOR STRAIGHT COOL OR HEAT PUMPS; MINIMUM OF 7.5 EER FOR ROOM UNITS. AND.PTAC. TAC, CSM FOR EER 7.5 -7.7 = .87. SEE.TABLE ABOVE FOR EER > 7.7. 91 HOT WATER CREDIT POINTS (HWCP) ELECTRIC RESISTANCE WATER NEATER _ _._ -- -- - -- 0 --_ - 10- GAS WATER HEATER INSTANTANEOUS WATER HEATER ELECTRIC - 4.5 GAS,:12.6 _ _ -__- HRU (A/C) WATER HEAT R ELECTRIC BACKUP _ _� 8;9 _ GAS BACKUP -.- 15.2 HRU(HP)'WATER HEATER _ ELECTRIC BACKUP _ - _ GAS'BACKUP 15.4 HEAT PUMP WATER HEATER (DEDICATED HEAT PUMP) _ COP ' 1._601.89: 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 16.4 - OVERALL SOLAR FRACTION'' 0.1 '. 0.2 0,3 . 0.4 05 0.6 0.7 0.8 Mg 1.0 SOLAR a: ELECTRIC BACKUP 2.4 4.8 7.2 9.6 12.0 14.4 : 16.8 19.2 21.5 -24.0 HOT ER F WATgf *PERCENT GAS BACKUP114 1.2.8 14.2 15.6 17.0 18.8 19.8 212 22.B 21:0 . OF ANNUAL HOT WATER PROVIDED BY SOLAR SYSTEM + 100 = OVERALL SOLAR FRACTKN4 808 GRAHAM Goremo, )oA.N M. HEGGEN stcwti14 DEPARTMENT OF COMMUNITY AFFAIRS DIVISION OF LOCAL RESOURCE MANAGEMENT MICHAEL C. UARRETSM (9 Dm m April 7, 1983 Mr. Don Kiselewski 4440 P.G.A. Boulevard Suite 305, Admiralty Building Palm Beach Gardens, Florida 33410 Re: Revised Listing Agency Approval Dear Mr. Kiselewski: hereby notified that pursuant to Rule Number 9B-1.06(3), the Departmen_ of Comunity Affairs is revising your LISTING AGENCY approval. You are r This approval authorizes you to prepare and approve modifications- to a manufacturer's typical model which has received prior approval by the Department of Community Affairs. Those modifications prepared by the listing agency shall bear the professional's raised seal, date and signature. However, such modifications shall not change the type building or its' occupancy classification and must be approved by the Department before the building can be manufactured. The modification approved by the listing agency shall bear the designers raised seal, along with the listing agency's stamp of approval reflecting construc- tion type, occupancy, allowable number of floors, wind velocity, fire rating of exterior walls and the P.S.F. floor loading. A copy of each - modification must be identified and forwarded to the Department of Community Affairs for the issuance of state insignias and/or approval. A copy of this letter must be attached to the approved plans when requesting a building permit. The building official, at his option, may elect to call the Department to verify this approval. Sincerely, Lawrence H. Jordan Codes Program Administrator LHJ/pms BUREAU OF HOUSING AND COMMUNITY DEVELOPMENT Z571 EXECLfi1VE CENTER CIRCLE. EAST • TALLAHASSEE. FLORIDA )ZW1 (904) 466-016 CONPAUNITY DIVISION OF LOCAL RESOURCE MANAGEMENT cvvft� AM )LOAN NL HEOGEN MICHAEL C. GAPRETSK smat", '�••• •" D1W January 24, Mr. William Gauchat Director of Construction Cardinal Industries, Inc. Post Office Box U Sanford, Florida 32771. Re: Series 100 Apt. Renewal Approval based on the 82 - S.C.'s Mfgrs. I.D. No.: C.I.I.-33 Plan Approval No.: 82--33-R.A. Dear Mr. Gauchat: I am pleased to inform you that the Department of Community Affairs has granted renewal of Cardinal Industries' approval to con- tinue manufacturing the Series 100 apartments for installation throughout the State of Florida. This renewal is granted pursuant to inspection of your submitted plans which were found by this Department and your listing agency to be in compliance with the applicable codes. Provisions for resistance to uplift and overturning are approved so long as the. unit is tied down in accordance with the approved plans and specifications on an adequate foundation. A copy of this letter must be attached to the approved plans at all times. ,-THHjpms Sincerely, John H. aaslam, Administrator Housing Production Section BUREAU OF HOUSING A.ND CONLNiU ITY DEVELOPNfENT 2571 EXECUTIVECENTER CIRCLE. EAST • TALLAKtiSEE. R..L:R)DA IL301 OC4) *88-1516 v STATF OF FLORIDA BOARD OF BUILDING CODES 1 STANDARDS RP.: Waiver of Permanent Ramps Cardinal Industries apartment Complex FINAL ORDER This final Order of the Board reflects the Board's determination made at the public hearing; held on Jule 22, 1981 „n this waiver request .submitted "for consideration pursuant t:c :i-cL on 553.49, F.S. and Rule 9B-7, F.A.C. Nr. Bill Gauchat,'Director of Construcr.ion for Cardinal Industries, was introduced at th^ hearing and spoke on behalf +( rh:• ;tpjlI icant Mr. Alan L;ot;an presented the recommendw ion r,l the Ilnndicap Waiver Advisory Coamiittu FINDINGS OF FACT i:TfN It 1 Cardinal Industries, a manufacturer Jertified by T^° ttht, Department of Veteran and Community Affairs pursuant to Chnptcr 553, Part IV, F.S., manufactures and owns severai :,1artr1enL complexes thr,,up_,hout the state. In li.eu of providine permanent wheel -chair ramps to individual apartment units, the Portable ramp to any tenant requesting � one. Irovide 2. The Building Department in Titusville, Florida h;s r {! rejected a certificate of occupancy on 25/ of the 120-t:nit r-mil,lex in that city, pending the decision of this Board on a vaivur request. The Building Department feels that permanent - ramps are required by Chapter 553, Part V, F.S. 3. The Handicap Waiver Advisory Committee heard the request as presented by Mr, Gauchat and, with him, developed a c.:1^cndation for alc(,mnr,mi:i waik„r: iat rot,orrnendn'ic.- =t.-Ited ,as Lolloo,s: Page I of .3 "Committee recommends that the waiver be granted with the condition that all standard leases contain a clause guaranteeing those handicapped tenants requesting a ramp be provided an entrance ramp which complies with all statutory requirements .for handicapped accessibility, and that such ramp be constructed within fourteen days after the request is made, urr}}less prohibited by adverse conditions b$yond [the] control of the owner". CONCLUSIC_N_S OF LAW car l hay, urisf!iction in t1his ,waiver reques hlthckwh nothin, in Chaster 553, Pairt V, F.S. refers to "permanent" or fixed ramp,s,'the Board has and will defer to the enforcement authority, o£ the local building department in interpreting the requirement for accessibility features, 2, The Ipompromise ar.eement developed by the company and the advisor committee is an equitablesolution to this accessibility problem.. As argued by the representative for , the company, the result could be more advantageous to handi- capped individuals since accessibility is not limited to a fixed 25% of the units. The recommended waiver meets the spirit and intent, of the'law and the rules of the Board. 3. Rulq 9B-7.03,'F.A.C. provides that waivers are a;lplicable to specific cases and to specific owners or individuals to whom the waivers are granted. This order shall apply to those apaptment'compiexes owned or managed by Cardinal Industries, so long as the company complies with the conditions upon which the waiver is granted. 4.' The,granting'of this waiver applies only to the provision of a portable ramp as opposed to a fixed or permanent ramp and does not constitute a waiver of any other provisions of Fart V of Chapter 553. F,S._or any other applicable accessibility #eo.ucsts. Tiierefote iL is HERrBY ORDERED that the RecoMiGndation Puke, 2 of 3 i f-f the A yisory Committee, as stated in Findings of Fact of Fact P:�rugraph`3, above,be adopted by this Board and the waiver be GRANTEb.with the condition stated herein. Oo I soma`s I :--BTq cTc ,—Cria i rman Florida Board of Building Code., and Standards Date:26er CERTIFICATE Of' SERVICE T hereby certify that a copy of the foregoing was furnished by hand -delivery to Mr. Robert Lovelace, Cardinal Industries, Inc. of Florida, and copies furnished by mail to Mr. Alan Logan, Florida Council of Handicapped Organiza- Lions, Inc,, Accessibility Committee, P. 0. Box 7368, St. Petersburg, Florida 33734, Mr. Fred Whiteside, Division of Blind Services, 2540 Executive Center Circle, West, Tallahassee, Florida 32301, Ms. Vera McClain, Executive Director,Governor's Cemmitt:ee on Employment of handicapped, .'04 Caldwell Building, Tallahassee, Florida 32304, and Tcwv�e:��p i LEGEND! ZON WIND SYMBOL COUNTY ' I SPEED 2 a LIBERTY J TAAM DIXIB LEVY PASCO P!: MPH MONROE ' NEI L�--j 1120 MPH ® COLLIER, PALM BEACH, KARTINo ST. LUCIE, INDIAN RIVE , ' BREVARD, BRONARD, DADE 110 MPH NASSAU, DUVAL, CLAY, $ . JOHNS, PUTNAM, FLAGLER, VOLUS1A, LAKE, BAWOU_ SEMINOLE, ORANGE, OSCE LA, POLK, CHARLD"K OKEECHOBEE, HIGHLANDS, GLADES, HENDRY, LEE, CHARLOTTE, DE SOTA, SARASOTA, MANATEE, NtL SBOROUGH, PINELLAS, PASCO, HER NA DO, CITRUS, LEVY, DIXIE, TAYLOR, FRANKLINA LIBERTY, GULF,.BAY, WA'TON, OKALDOSA, SANTA ROSA, ESCAMBIA 100 MPH BAKER, UNION, BRADFORDo ALUCHUA, 4 DWVAL C! JAY oacBGu POLK RD MARION, SUMTER, InINWEC& GILCHRIST, NAKULLA, CALHOUN, NASHINGTON, LAFAYETTE BO MPH ® COLUMBIA,• HAMILTON" S ANNEE, � MADISON, JEFFERSON, LE N, GADSDEN, MONK JACKSON, HOLMES�W / FLORIDA WIND ZONES / WIND SPEEDS CARDINAL INDUSTRIES INCORPORATED 2040 SOUTH HAMILTON ROAD COLUMBUS OHIO 43232, i 3211 PHONE: 614 — 861— 4601 WELCOME ALL ROAD COLLEGE PARK, GEORGIA 30349 PHONE; 404— 76S-6102 • . 1 1 3701 SOUTH SANFORD AVENUE �: a SANFORD, FLORIDA 32771 � PHONE: 305- 321-0220 I © COPYRIGHT by ARDINAL INDUSTRIES INC. INITIAL DISTRIBUTION DATE: CURRENT DISTRIBUTION DATE ENGINEER'S SEAL ARCHITECT'S SEAL SET NUMBER ' r t W. icy � ,N. ! �. akwI11 INm,In .a ...,. NDUSTRIES INCORPORATED''i I, Timothy J. Dannemiller, P. E., certify that the engineering work an th* above sheets have been designed and �a »r t� checked by me or by thaee under my responsible charge, -�- k. - � ff� tl — - s. 4 --- — f i �� •`+ »1,• ° 1 pRS4'k .� � • • AlY JYf t" rrSS r �k rJ t III • � i C� © �Nu A WN 1.� 4, THESE PLA THE SOLE I TRIES, INC. OUT ITS EX GENERd' 1. General and Plumbing Contractors sh 2. All sanitary and water lines shall be shall refer to Engineering Utility 1 i line sizes and locations and meter trio power supply shall be in Contractor shall supply and 1 piers, all crawl spa wells, and gratings. ess doors shall be st by General Contractc ion shall be by Soil 7 2- no S REBAR CONTINUOUS 1 O, N� O�—* SEE NOTE NO 9 Star The si, rations.- t Information n -this sheet, ref and ieotit,p PO& Beset ct. Plu for G Broward, Dadet, ' itrnl ferground C " one ( : $revard, Collier, Indian River, Martin, St. d `e, and Voinsia Counties only. In lone Q : All other Coutyties_ not listed in Zones QQ and D . Design vaiutts are as follows. Zone iQ 120 MPH, Zone (D 110 MPH, Zone 0 100 MPH. Perimeter footing sizes are capable of resting on soils having a minimum bearing capacity of 2000 PSE, 10. Minimum 2 screened access doors required (1 each end) for foundations up to 8 modtiles; 3 required for foundations for 9 through 12 modules; a fired for 13 through 16 modules; 5 required for foundations of R" 14 -or more modules plus two - " x 16" foundation vents for each 0 odule over 20. truous fiberglass sill sealer shall be placed atop entire perimeter .,elation wall. herein all perimet tings shall be not less than 24" below adjacent �9 a Co�a is Weer. or as requir Governing whichever greater. m u 1di Footing concrete shall- a minimum 28 da'y.-compressive strength of to En inee 3, 000 PSI.. M11 MRRK e 1 SHEET. (Ft.` RIDA) i,x ij s.,; .r All 45, I E P5 �! sAS(4, mtSuY.0 ;." ,. t ". `R r�rrarcar• �:�±x`.i - urr' GNERAt. TON NOTES; vA' 3K'. mix' •" 6pU S`EEL FOUNDATION S N' ANCHOR STRAP, PRE-BE 1/2 rTP D DRILLEB GALVANIZED 1. Gen" and P1 2. All saaitary it aLR, _ 7132"0 HOLES ,'+P OF 9 ricer II rila•HARDaoARO - 4......^, x. " a �ractor shall supply aild.l y'e atraat. SIDING !. A power gtpply shall Co .• W • TYP ^ • all tV{iY(p, IXa R 3 CEDAR TRIM -{♦ .[Sl_ era, all crawl space materials, ill crawl a - FIELD AP/LIED AFTER tt '-� -ZI' +—BFND 45- SHOP: s MODULE IS ANCHORED tvn anld gratings. 'i •AC`ORY BUILT son doors *hall be supplied by Cardinal s NODULE. SEE OTHER rai Contractor. SHEETS FOR DETAIL! % _ ___w ^_ - be Soil Treatment as dtl _..._-. BEND 45- SHOP' C rux INANCHOR UP AND IN PLACE AFTERFz,.'" .BBt Control AaaOE.iatlOnET• '? t� y. ai, `s5?.." �'; .. • } MODULE 13 MT r icated soil beaa ring p' .`. -- 4`x1B"Xa"CONE. CAP I .g is hosed on 200p..,. FILL BLOCK CORE SOLID AT ANCHOR ID CATIONS i FOUNDATION ANCHOR STRAP ,'� �� tr " ' ;° r n sneer W d -- --- C �WM footing I SOLE a' ti LEI, r j m 1 OUNDATION — l'cogc al«K F ER ANCHOR DETAIL SCALE 1 2'+ '. D. 4_T• L`ki 9C lSYxi L Q U 4F 6 f<�r ry"I .. gIFrU'.:,F rm .< , n<;d.-. ..ry ^'.' � .rv.:;'H' '; e� �k2.: n ..:`�a„ ` •`.�`, 'x x. y3,.^ � s'a'.r; d M bt.. 3+. fiarcs:, .a ,a $, ".. + t " +"", ...'»,-,.»-ne° .,.�,, ,. ., n{{ry l.. ti.. ? a�'��" � 1 ..Fx , C. € a[° t 5 a .:c� � �°���.�.N uz:<Ss>• r' r'� :L a .. r,�rm�a�i ,,u, H r 1'` t '' x � . � ,,,.: ,. .. zr. .'°'*d� '�.'_,. _ .7k 4 ti,-,r,.,u. • SdFy' 9"u, �p�r . 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', yJrw..<a�_. .'u„.;s.T. :_s.*.,a.$.FW,.,:,:.).`.: si ,Y...,.,Y.•.:.�?(;.,+,...�'.. d.'y.,5lyT.r.A'^^.r.nr,^a't ;� e . ..�);fy,»y�..,. ,,. .. .: T",^ { I . £ b .. :„•'�-�, }3a{.,,,o,'. OSOLID MASONRY UNIT ,+ vA qkx Ar EQUAL I IIS0 �i"101, r NIF A �� "r 'l FOUNDATION I E C C - S S I e0 C , r � a"` �, w ��� :�`& � =%y: as tu£m. ,�`' � .`tS� v'y ". yla✓' ai,: saI s � sy �` P m t I � f .ham z"' � tig a.a e 'L. or*ty "x a`"kPe°�Yn># t _ � •�.: „ 9,. t l r I >*ry r I'i , .:,, Y'd.T t: "r mot, a4`$ s;g3w pU., x £ fa✓ 'i „ s,,r� 4 n x„MIT , me YL I d. I:n bJLdlit$ tit fO90W61 AN .SHEE T NO, e rN3 . a 1 l FLORIDA 1 ' L rc r ■ A�.. P "01"L-1,+�R Frra I,, ng Ext. iVil.', iT t � SET NO. r. s= DATE 'By! 0 is ELEWSKI P.E. INC. Me ft � 9 �.�� '���.zm .� � s,.c. •'v,...,��.4A:,i§.�'tYkd��$.xi".t`4wi'�+RX� .,si': .. •'�, rL , � Y'� 3� £ � �kAj � �`.4 . �. ...'`.y `• • w .� �G: �J _'"'.." "' � � Y£ .� a �� � ,f` 1� "rK '�' �YS�� �. �.�'�1-�I �� U✓m� � rtyS � I J::y'��' � �� F �yp �": '�{r wxaU `fi.f�?.t: i. "Fi. nIL'S .; �??�•�'�l'n<� y ��q%+ I � Ay iTs�:15 � 1,1 • • Y. i^`3.�it� R �` '� r�iu \ � \� � .(�� �r i� � 111�_1�1\,\ .�' � ..6 ",�-Y°w�% � N dy' � y.� % & a 11 �{��i $Y�T .'W'� q } �a Q��� '`��r ill at ATTIC ACCESS \ ! go LADDER OPENING o-14Ti/J'l6Tb It" crew 10 nrK/URf 1\�.Ir� DRAIN PAN + 1 �P - xr :O LIKy..<,—-+' �. TO KITCHEN SINK i RF ^m, t '� iwloT xxv mnai � w or tt. �•V INR�I"AHI�LpYtC'}E�1'THB ,'}}P�t�$,yy��lA ` �' INN• 6E�N Kt�yP`. c + d ... �" y KI Ca 4 I jr� d` I ',. • ell% Tab AM p T. A.C. G. E. ZONELINI MM COOLING: 66( �. HEATING: 11,6 OUTSIDE AIR SPIN TEM►ERAT11RE AND PRESSURE RELIEF VALVE S/A" RELIEF TUNE DISCHARGE TO CRAWL I f N. MODE �4 3/4' TUNE THROUGH FLOOR DEC" i TO CRAWL SPACE � A ; a WATER HEATER DETAIL NOT TO SCALE I IEIY0 PRESSURE', REUEF VALVE HI DISCHARGE TO I 1 409 i CRAWL SPACE YS"1 �I KITCHEN �� .... HARD SURFACE Q CDpyrll" 1980 , 1982 ELECT WI WATER J By HEATER .0lv• a CARDINAL INDUSTRIES, INC. r � Y1i t u _ G f/ ` \ ` t P. tom' q WHERE OCCURS LIVING rrJ 0 WHERE OCCURS / 2 H. W SUPPLY ll LINE TO LEFT SW[ OF KITGNER SIN% yjY"� NY PI UTAIR 1/2" C.W SUPPLY LOX TO SKINT SSE. 'p„- T OF KITCHEN qM ST PLUMKN. Ii —V1 _WA_T_ER RISER_ DIAGRAM NOT TO SCALE M Iaxl S' VENT STACK THFIDUGH ROOF FURNISHED NY C' `6" MINIMUM CARDINAL INDUSTRIES AND FIELO ABOVE ROOF INSTALLED NY PLLIM@00 CONTRACTOR. L THIN PORTION OF 1 1/2' VENT ( NY CARDINAL e IMD.) NI ATTIC SPACE TO N[ F19LO INSTALLED \ NY PLUAEMIG CONTRACTION I A OPTIONAL STOOP SA. _ I 2 STANDPIPE LAV. 1 a 11. rL rl•`r`}it+3 Y:�',#�y,�.,,.'y`I`�5 .:?''+;2'1 x RL� ALTERNATE SECONDARY ►LUME1 6 i VENT SYSTEM '►ER 4 N C G 1 TSIO/ s q WC W D Y� lY, o- IL kY CONNECT TO OM2'OeK V• @ �' II/2" � i 4 �? .ra- Y �� Eye n i ��.IT a^„."r,A 7L�' `drvi IZn S Y i i � ' a l� 'amipl t m NIL 'coNHECT ION TO 801.01216I I , 'I b pai( i1 k,�, 4A 1 DRAIN IN FIELD TOOf NY MDT[. ALL C011M[GTION npll . FLOMNINE CONTRACTOR FIXTURES NY CA 6 FIXTUR PLUMBING STACK DIAGRAM 1 I TO SCALE H. ALAN TAYLOR & ASSOC. ARCHITECTS 40 WIN ZZ61 STRUCTURAL ENGR. MECHANICAL ENGR. t ' s — ELECTRICAL ENGR. • } IR GRILLS $ONE L�NE _PT! G F CARDINAL INDUSTRIES INCORPORATED 2040 S. HatNiton Road Wumbw, Ohio e32V R �'� - UTILITY Y ? HARD SURF x` 2e 6a WASHER AND DAYER OPTIONAL WALL CAI P. ELECTRIC PANEL,4' B IT _. 'A 9 I 20 61 G-R 6 - DUCT 4"}10 REGIS s i_0 n'- ` BEDROOM DRYER DUCT THROUGH RAWL SPA" C t NOTE: FOR ATTIC STORAGE PLAN AND DETAILS SEE SHEET PA-8 f J a Fkwkja Department of Commufdly Aff t m W EdY. C . 8 IwApprovai 8 2 _ 33- ed for ERWe StatN. . provsaA 3 A IRA3 By MANUFACTURED BUILDIM6S • Nell, �Tz 1 NPACKAGE TERMINAL A G E 0! A3 B 669 DAAL ZONELINE I COOLING 11 900 BTU &HEATING 11,600 BTU 4w CL VWIIIIILJI 1 #%Jl,4 OPTIONAL PT.A.C. H. AUN TAY STRUCTURAL ENGR. MECHANICAL ENGR. ELECTRICAL ENGR. UP 60 RECESSED FLOURES 1* SEE DETAILSTHIS SHE, 1 1 W-9 13 'm 61k 1 IF` P,RE W4RNiNG_ 13 i DEVICE 1 13 C) 1-ttwx" 1980,062 13 CARDINAL INDUSTRIES, INC ZONELINE X A38689DAAL COOL114G 12,000 13TU HEATING 11,900 STUP HEAT PUMP : 11,300 BTum OUTSIDE AIR VENT : 60 CFM a 6'x 14' GRILLE T 13 CARDING ARDI Iftoulvalls Incoopol li no S.How"* ft" oft OW Alli H PULL CHAIN IN ATTIC_......, ELECT PANEL F . 41-11 12 -4 GF I 2 m Po o........... . . . . . . . . 0 40) G S4S z lK t: 4414 kl imp A ce ui ....... 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'7 ` �Yh "'e q yi ➢ I k a w� i P + �B�r YAa ���F .B..B �X�� � ),k';G� o- �������Lq�i YPSL;� • . z '>$'f7 F~ �� s`ktl ♦ sTM" IV i •k t: L J`�'.'A � Y m� $ � " � �k>�` ',' �Jpi d vj. �,y� � °N�' .'.J k 5 �'iFu` •*myhy� � SN e � $ Ki" "�%, ',Pd A} !P 4 .Y•.^ �'S 'e'i i,,� kA.YR i ; t k,�9� � vyi �,'Y� "'�.4 N i ( _ � .m f �' a� a � "y,f�1� Er y„ , I rl I ,P �`. �P� p�SQT II � / Sd� N?. '4 Y :e .2• F� '. �.. .. "'A; ,. , . � »x*M3+:'f "#i r e t•=-ar'. tawARk meA+?ti i"-F,�34e� _ �.■ ir'RI.1 �LL pf£�11,4 Lqy Y �� t G 4�' tl �""�t4 dP 1 y� LF�� Pr' ',�# 'll����py�p��„v'�" � BB i '--..., 1�° -MMOM"W" %�.�j,v r 5� �I .. tG WM ,u roml Im 17 r i 11 {(�yJUINACT. 17 T u DINING 0 Copyright 1971 ,1974, 1977, 1982 Py CARDINAL INDUSTRIES, INC. LIVING 17 17 WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS- TRIES, INC. AND CAN NOT BE USED WITH OUT ITS EXPRESS WRITTEN PERMISSION. I 2-40W. FLOUR I 13 I� LIGHT/ HOOD 4-s FIRE WARNING DEVICE- 13 IP 13 13 12 13 Ej 0 of CummuniiMsIrs vaiN82-33' By U ILDINGS 91 wx 3 =7pj I <� ,.M Ny 15 MF-.. -yt.e Ott xy 3"-& b *. w +'a� `� �z,:-�. MODEL TYPE ... - ,. REVIsIUNs MARK DATE AGENCY APPROVAL These prints Comply with tha I/IS/82 Flodda Manutacturud BUllding li/OI/. Art of 1979 Construction Codas I ,. and adhere to the following criteria; t `�-�y-�SAW ..,. Cunst Type VV( ( FLORIRA,, Q w Occupancy AoI wa:�ie No Of Floors Wind Yelxity i Fire Rating Ext. Walls a °. , • /_ -�s ....,. r - Approval w .. •� ''R $"€'+°" v TX i e ;t Ps ay 3' .-'€.v c �r ��+. �q.»... s' d`��'.^;,? +;v; e� w 4sYda x ' ,�y121 ,x r yp g� 33 iy � i� v� 4 ------ ' c'i- J�i4 a �.a �� F 4� M.+2 N. F y� F i P 1 "VISIONS 'BARK DATE 9 VEET k SET Na A x•C ye / k § 41 k 4i...l4) 1,0" A5Y FZ j}rv� L 111 fi 1103 roll, —a Ell 4 r u` 1 St� 1 1 1 SERIES +i� fa. • / MODULAR W, CARDINAL TWO BEDROOM m « TWO BATH MODULAR U X ,nl . 1 '*I ro ELECTRICAL w 1 AND PLUMBING .MATIO n • f d[I ir 1 & mwnWAn Fmw a a f _. "...p r .e V f % i. ma + S{.6-.. :.:'. ,.�., Dr. fi W NS"::. a� e ":i. ,.3 �..,'i'ry",�. , e a'., . +t�6"a y �� -0r sit s"q `3r1 ,,_Fs ^• �k." r • 9 ,'{` i. rwx 777 Sl ! ++ k v kU }C .t f 1' f �' x `�:Y b} - ._ N 'S a'. , r:nn.t. � :: u ........ Y _ .e} q s$n.. .n>5. .3 .y'.in. ."ir `i .. .1�.S ... i... S F ..... .a,. , s. ... ��.;� .,: e'� :� .{'... r. Y« L..,4 kY lr ki �..�., . .1: •... .al', r ..i,v Jex✓M�a k. .... .. ..Zl , � kr �. �., .e ,.., .. ... .: .& ,n n.:i +w 7, aaF••�3FT,buv..... ,.l�t'�i� ,.-.x... t.. re1z. ... I A v °.: N :' .....r i M:�•. a .ram. s 1..n.v 'n. ,r ...ff N'.SP,... . .... .. ur }w is t�,a, ,� .?�S s..,f3�M r'�,fl ✓. ��""s y�'� �+r �'.sr,., k ..�"' b d �a...:...>.'� �,ms7" .x..ak3'tly..-, %a,+ w ... d�x .. ., ',n"�7: ,,,e ar t' .^��.a 54 i;, w 3 5 n S k 3 h`v 1 ter � 44, �4NZ�Y+ n m. Aar t > y[5� �41 tr � a y 5 P r� i� I� �t r- MT'L. CARPET STRIP ROD a SHELVES MASTER BEDRM y.� k UTILIT /�... HARD SURF 2. 6"/ WASRER AND DRYER OPTIONAL WALL CAI KITCHEN ELECTRC rAN[L f� HARD SURFACE a 4':0RYER DUCT CRAWL SPACE __ _ '.0 SURFACE!, j . . rII� il�i� r$ a lir Y s ti. lxg ++E'. STOOP :.y y ,, �.. s P x e..�c ,,` �,�✓.M �+vx wRS� xas.p�a �+� Y ,r+ MR ra"Im. : a�' •""" � a Mr $'tPy C e x ��i„''yt"x.'�. ,fit.. '^d^-"t} �?<s�'� }ss �,: FLOOR PLAN SCALE: 3/8' MECHANICAL 'ELECTRICAL P a, . , ENGR.' r. ..yrfy rR d T.�.ml,hF"der s;Ar" Rti Arta. a ifI «.,rt� q t d 7 1 3IDIOM! g v "IP Y1i {: i WY. Y 4xo� r }y,5 xa "mrYFir pC . F iw j 2k6 JOISTS #2SP.F' 12 " o. c. ONLY WHERE NOTED PARTIAL ATTIC PLAN (STORAGE AREA! SCALE 3/8"=1-0" ,I Florida DepaKment of Community Affagt D+ts R„r',bF (', R laiAppEoval N^ 82-3 gvo' MANUFACTURED 4, T 5 AGENCY APPROVAL TAcse pints comply With the FI�inP.a tAdnuractured Building Act of 1979 Construction Codes - end adhere to the following criteria: Cons:: Type Occupancy Allowable No Of Y KITCHEN Wind Velocity Fire Rating CA. WXIs Approval Da'e l By: OO„ALp L. KI6ELEWSK' P,E.. INC. a.3 . byT,''.� $4w ( FLORIDA') PA• :j '•,.+fin tw' 9 °.,. $4w ( FLORIDA') PA• :j '•,.+fin tw' 9 °.,. 23 23 row" 7 .. _RM LL CHMN 112 ATTIC PANEL 8.10 IS 1 t. t 12 FAN-69PGF, R R SRISE �c C", Mill W� - EMA I�HAT f SCALE Affairs I I - vs, � vuw�"' 8 2 - 3 3 Date R 51 r ort 'tZ f'e lop'- Avid V"VF ve :J� j 010 -T to 0. is 13 12 12 go 4eTI)IO 00 'iled, 12 jo? i(40 of% pt 10 OG ol o' E t�, W, 0 a� ! r P CW SDK ot ft�!Os A PO!, 6 6% 14" GRILkl 4 ols? TFLEP PA ,p ,. s- .. _ F w yd �s ^5�•�'Y��a a _ A' , n -II � s wy 28.68 DOOR COOyt * 19", 4974,1977,1982 By CARDINAL INDUSTRIES, INC. kG f 2` .4 y+ - IN DOOR CL. z8.68 CL N 5e. at -FOLD / 3,-0 , 1/2 S�-0' 31?C 3!'0 BEDROOM 2- t C 11' -33K" G 4-XS' REGISTER E y FOR y STORA41 PLAN y G Tex.%?aks'nn^"xy1`Sr 0!,- DISAPPEARING At[LAVM IN CEILINO SHOWN DOTTED -W Loma NMI r � :I1=1 �!'Jl�tt� T 10' G'REGISTEa 116"Xa" DIkT r �� +--10'%i' REGISTER BEDROOM O Date RQc.1��for �50��--� 3450 S H L. !$E'rN6°xkP;Y tc'�c+�antt. ter PACKA-GED TERMINAL AIR CONDITIONER FLOOD PLAN t'WWlSkis .� -. I. G,E.ZONELINE L A38769DJCS 11 WmLw Dry tREN. +nsa�e 2. CCOLING : 15,600 STUN 3/8° = 11 Olt � �t _ S. HEATING 17,000 STUN 4. OUTSt,PE AIR -VENT , 60 CFM 1 s y F'. OPTIONAL PT.A.C.� 1 G.E. 20NELINE 3M A3B789 DJCN COOLft4G: 14,100 STUM �,. yk�' ur��^,�tt�FF.th"fir �,m,�, " t r.X"! HEATING : 17,300 BTUH =..,i WARNffgG _,)TEAT PUMP : 13,700 BTUH .,w THESE PLANS AND SPECIFICATIONS ARE Ous81DE AIR VENT 60 CFte THE 901E PROPERTY OF CARDINAL INDUS• ` TRIES, INC. AND CAN NOT BE USED WITH- OUT ITS EXPRESWRrnyx F$;WtSSO. �AGENCY n R These Prints WmPI)OfYAI 1 �. Florida Manufactur r� Act of 1979 Const and adhere to the criteria. Const, Type n. , rv' S 100 - MODULAR UNITS Occupancy _ Allowable R U N I T wind veloclty ' pe NOTE SEE PLOT PLAN FOR LOCATION 0 &RICK ENDS P E-. p y G P .exBxF,''iSTAP '�3Jnw )'r �4"2" j�+:w. .TrM7r e _. r BATS C DINING AREA //`"J - -3 2-40W-FL�IR. I II_IT� L u+ r ,t __ I- t BING 1p 66, g 11pN t p NEC flb; IN 1pR" u'Fan" COO GOIA 1013 WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS TRIES, INC. AND CANNOT BE USED WITH = ITS EXPRESS WRITTEN PERMISSION. IT! t�B SANITARY ISOMETRIC NOT TO SCALE, 5'f RIE 11 IN910 GpN GN P� IN RpU RAIN �U�,B U� f VEND ptBy > ��.�'��. Rpp 3 RNIS�NSTP� w i fU 0 ^ n LE� �s �WI-' rz' 3 " UI�piNG B 1100 Eop BRpGTpR fl '014 NNEGIN CO IN JOG 980 SANITARY ISOMETRIC NOT TO SCALE H¢ ALAN TAYLOR & ASSOC. ARCHITECTS CARDINAL null URAL ENGR. MECHANICAL ENGR. ELECTRICAL ENGR. .r DUSTRIES INCORPORATED 2040 S. Hamilton Road v 0P4 WATER RISER SCHEMATIC NOT TO SCALE v0 ,JF- ,I� 'FOFP Jp�, O v iz 4 W c>a O 2 REVISIONS MARK DATE I/IS/82 11101 /82 SHEET NO. ( FLORIDA) SET NO. DATE ISSUED a ii Y Y f� al•N _ �23 _ t I I , ^, I PULL CHAIN 23 I y IN ATTIC: 2 TUBE FL'JORFS CENT ?7 I IN R' iz 0 I 4 TURF '23 4r' e r r `'.�� �� ".. _._`#.�. ' tt"r B c ra,.�'", i. ¢p A�Y�'k;. �: e^. •' K,,.... .: ., �i'rl Y i : •km �.-,s .,s�"�y .• r N � e 3;n �' 'F4A ,"� rs �" r �`�h'�, �t i i' r• k�l� �'� I u ��1 1 1 sN s 'Ys �a Giiii.� M'i72 t. + I I I i 1 I' I �II I i t z i I R 5 4 I F'• t a 4� y tl •, I . I a tI I + ee S>,,, ., a€e o-:.:u c .., ,.F: f. y .. d:Y.. I ,. a.. e .q, I I� Li '•i ryd .. , �,.. ai ': & ca ` i "�;-�e, r =.• xF,. I • � X.. a4P ., C • rHESOLE .� •� �NrTRIES" uu � d I •• .•• ,3 r�s,r3 OUT ITS EXPRESS WRITTEN PERMISSI� , INC� AND CAN NOT BE USED WITH • • N. 4 A 1 • • y , v� F AAS��'I " 3 f� AAA a ,y a y • � B .19 ]• �yy1, 3 • q M. VAN a�•Is�. �I tiv SERIES •• MODULAR UNITS ;¢('s+ CARDINAL � �� a . • • • � i • 4 } y�a4 �a 4'"'�"'N�ye- x +y'�,dS" 'ka§ n ."�$r'3T`':.:r�'42.�t 2040 • ' n',P3.°s.9. agyu i;J j sa.1t k 5N IiFy,� ,: N mmy e • • "'vw� kyak ,a3 }g, �";. Y* ;' tM x ..,.. P, ., .. .a. ,... , _.. 00 to PJ'-„L DOWN ATTIC ACCESS LADDER I ; ' I I• n r1 v WALK IN CLOSET'• m 2868 Ls t hjPt .NAIl • � • P° C �%iiNS rei iNiING AREA - 3 BEDROOM I.INiT I' N1 DEL t I _ .,1 c I - <PP Cvpa fa^ cr' � I t Dar' APProvQcf�' S 4 ;�,y/— OATpHAi MOOUAL R� r',-ACES M)D'JAL ks OF y-.— THREE BEDROOM APARTMENT UNIT tt t iV DEN t t � t. �"' I NG AREA D 0 ;P R r "x6r. t I r MODEL � PTAC 14 GRILL � ti , TYPE 0 0 'RRESMOLD 3.5 DOUBLE REVISIONS c;".�.. d&'ir2`'�.,�v.*>r•�,3E3,,#,,1 "'d5 Fri rtARK DATE --.--- 11/ 01 /82 A F-NCY APPROVAL C�. i�tl�o � Y 0C Ya 710W1 i 2 ' t SHEET N0. Conti T.c» 8 (.FLORIDA 1 Ocwpa"icy � + t,�jowatft No. of FOOM A o 1 3 1 DO—i Zb k Wind J_ Daily Fire Ratmg Ext Wil's O SET Na �Qz Approval Date _ " `• DATE ISSUED ' ELEWSKI P E., INC. , ELECT 1IC P . *r AMP 100 VOLTAGE 120 k , PHASE B '. WIRE (SEE SHEET DA3) CIRCUIT OE3CIn PTION / ELECTRICAL LOAD Utility Room, Lights and Outlets Clothes Dryer Clothes Dryer Clothes Dryer Clothes Dryer Clothes Dryer 1.17 7 r'< 1 ! e > " MAIN BREAKER AND FEEDER SIZES SHOWN ON .." :- SHEET D1A 3 WITH METER CENTER INFORMATION. HERTZ - WITH GROUND BUS 0 A. I. C. 10, u00 WITH SOLID NEUTRAL 0 TRIM FLUSH ❑ WITH .MAIN CIRCUIT BREAKER ❑ SUR ACE MAIN LUGS ONLY 0 MK. CI W EOPT. CIR. CHI. /R1. WIRE U2I AYNIOLE 6710UND N0. AMI/N7L[ tli[ CIRCUIT DESCRIPTION / ELECTRICAL LOAD Al►Ne�®! ' IMMKIR11111FA Fill, ImmII►_4►_i4hAnm 0M In Immm!■■n immalmonmm_ immemo■m■■� Ism©�■■m®®■�■ Y'R N It All { P ♦ I`N��l� �,Iw l lights N� I S j) Cardival Induatri3, Main SI n,lplw+kl;�i"YI xw . power. , -.# NE -4 MO'CES: i. Lw, T. Installed, 50 gallon , 4"0 vent pipe. L 1/4" O.W. 6 C.W. liner If!w�A V-S-3/4" above floor Y/1J3" t.W. 5 C.W. lino& is waeblar bees bibs. S. Washers i d;ysix lt pvidlM 14E , 4. All foLmdations-*?f*otorj Pxp fa installed by Comefrlsal Cant digit x:, dam.. .. S. Rotor to gngiae.ft�`ns pia" for co-or"nation. a„Soffit 6 ridge vaatil trOriBsfi r. Cardinal by Senaral Coutrastm.- T, Dr yar exda»t di/n 11 13d, t". bleakdraft damp IV ' Insulate ducts at tall �iil�ld6catt,,FG:I: and tightly seal All, glrsmAw by General Contractor. WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS TRIES, INC. AND CAN NOT BE USED WITH. OUT ITS EXPRESS WRITTEN PERMISSION. c AL MODEL DESIGNATION He, ALAN TAYLOR & ASS C. ARCHITECTS STRUCTURAL.ENGR. -W MECHMICAL_ENGR. e ELE=RICAL&NIGA -- 1 PACE 1 I1 I FOUNDATION PLAN LE: IR'• 1'-O *CALF, 1/4 • 1.0 . -•". GCALE' 1/4 - f-0 SERIES 100 - MODULAR UNITS CARDINAL TENANT LAUNDRY FLOOR PLAN FOUNDATk -IN , PLUMBING, INDUSTRIES INCORPORATED ANDELECTRICAL ..INFORMATION 70/0 i FIelream go" c4 "°a, ?"am m OWNER ADDRESS WASH146 MACHINE STANWI►E (TYN We) r t i L . W: T• - AEOTRtCAL PANEL I 4 6 8 r--- I W W 1 N' V W ( 3200 C.P.M. PAN I 1 2 �p I 1 i w-- --4- CEIUNG NOUNTa3 3 VENT"TION FAN -t 1 j D I 1 I I S 21 4 I D I 2 AL 9� 2 2 NOT WATER TANX - WE more Ne I pf f` .1 i eD GALLON a- H S UTILITY to" *AN IAM. w aT to /T TILE �LOOR AND RIIteER COVE apse ova r so(s Its •a12- tsn Iio.c 10 0 ILF LIVE LOAD I I VT LAUNDRY 1`9+ se. rT. I Ill. A 11- I T--- ELECTRICAL 3 -I _ I1' `t i 4 Y 5 tl 4 n r r /{ Florida Department of Comm Dais Rec APR 11 11�1 Approved for Evil Sytaato. r Date. ADWgvo*;I_--+'u" Irk MANUFA. �, WATER RISER DW NO SCALL, 50 GALLON GAS -Linn N.W.T. 1— _rTr . f{1.. E' lTMeIPf1'ea. i n t m wis; j1 7 t I WAAMOae-s( e10rR0# aExl�-yr. k } gt NOTE HOT WATER H6 9 DRYER HOOK-UPS 1la GAS SUPPLY SHALL BE F1El q i INSTALLED AND WILL C'NAP" WITH LOCAL CODES. t i ` 4x' AG$NCY APPOVAL b.,.,.,.-,,., �..�� t, e Tjyloydnts comply With WO - ` 1`106da Manufactured Building Y s k Act of 1979 Construction Codes and adhere t0 the tWIOWtOg ' Type Noof Floors Wind velodty f..111�:.31Ga s; Fire Rating Ext. Welt Wzl' Approval Date _ 1> dy: DONAL .�XlSfjximi P.E., INC. $i 1 ✓'g V , rw.r".uvn uw+wmQ:wservas.+wz+r.^.^.axxm.m.y�.mmx...+nac�am,was x .., -,. �.�dvw. a• . m_ E SvLV i. '235M Asphalt Shingles over 15# Felt, over 1/2" Plywood or 7/1 "Waferboard. WARNING 2. S''' Ogee Aluminum Gutter and 2" x 9" Aluminum Downspout, Field Installed (Optional ). THESE PLANS AND SPECIFICATIONS ARE 3. tiplaahblock or Downspout Boot Its Tequfr by Local Code, Se n plan. THE SOLE PROPERTY OF CARDINAL INDUS X.{ n a. 1 x 6 Rough Sawn Wood Tr!` TRIES, INC. AND CAN NO'f BE USED WITH 1 x 8 Rough Sawn Wood Trim...... OUT ITS EXPRESS RITTEN PERMISSION. .. ?kP,k ;, :`a` >'. x A t. „ T ut %' .,`X •;!„sr : u „ :, W`�Y, c.. � 16 Textured Hardboard Siding with Grooves o ' ��� ., , fi ,,,, $3'�,�� �, ,r>..�,� g �•� ^' � � � • .r, .�t� r ,fr,�'., n' ' - ng 04V e B , C. �.�` 4'f .ru �A "��s. '�''.1 k. x qu ~� atrRidge r K' £. w onU uous Aluminum V nt d ., . ne Field Installed. 5: ,, 401 ..`3.cs,v.l-k,.n_a., k:.` v... , n rote 1 k nd W and s :,. o c B oc Fou anon all Concrete Footln Sef F nation II .g. r,'"' `�.� ,w'`u"~-• c ratty W ra k i c . 3. Ie o e ood B c eta and Rake t3eama Flelc lnstallei Tonal i.,. r w. .., ,- ....9.ro.", .:f . :: .. „c e T (. Gnile and Wood rim As t 1 T No �.,2s ) . 4 , ,," . ': '=, ... .�sdY...., ,.. :" �... I, ., 3..,: ..... - rn 4i.. V .... ... a . .,.,.. s..,. a_....x _r. ,. � '... o- .. r Y.'M.... „, .� t :+ 'Ri. n 'S .,.._ ,:. . .. ,.. v9pe. N` ,... , , 1 vt.. , ... .,. ,_,:.....,. .r€r - .: ,. _ .�. ✓ v.,.n., k .x .....e... -v ..:.. . ,^£., . ::..., a, ., ., 1 .'b; .,.'w. {..,., % .gip "`4x��;.�;t, Y ��'i x'S � t �+ t-~rt .1. ` , ,, s Ixa�.. ,`�. y., -. ..,..., i A f \ f V! l" G' Y P R ♦J j ♦1 G N. <� I —4-T EFFICIENCY UNI;IR h a I TWO BEDROOM THREE BE y M k TAN �Ak.. ell 44 MOP n C Y it kfi 4 . ,n ., m xl..f,.-u n t ,ih STRUCTURAL ENGR. MECHANICAL ENGR. , hELECTRICAL ENGR. 8 `✓ REVISIONS ONE BEDROOM UNIT MODULES; I _�J- OR A B MARK DATE IY' UNiT MODULE OR DEN MODU 11/01/82 .,"... , . 1-1- AGF NCIY APPROVAL , ,.. ... —1 SHEET NO. I FLORIDA I EA*1 SET NO. DATE ISSUED END ELEVATION 2 MODULES 1. 235M Asphalt Shingles over 154 Felt, over 1/2" Plywood or 7/16' Wafe 2. 5" Ogee Aluminum Gutter and 2" x 3" Aluminum Downspout, Field I 3. Splashblock or Downspout Boot as required by local Code; See Engineering Site Plan, 4. 1 x 6 Hough Sawn Wood Trim. 5. 1 x 8 Rough Sawn Wood Trim. 6, 7/16" Textured Hardboard Siding with Grooves 8" o.c. 7. Continuous Aluminum Ridge Vent, Field Installed. Concrete Block Foundation Wall and Concrete Footing, See Foundation Planmi ;Isrc,xx Decorative Wood Brackets and Rake Beams, Field Installs: 10. Zoneline P.T.A.C. Grille and Wood Trim As Not I+ 6, E' - - NC' E FOR STYLE N;JMBER , WHICH GIVES LAYOUT OF VARIOUS VENE ERS , i e 7/16" HARDBOARD SIDING , STONE , BRICK , ETC- , OvER 112" WATER REPELLANT GYPSUM SHEATHING BOARD ON END ELEVATIONS , SEE CONTRACT DRAWINGS - ENGINEERING SITE PLAN OF THAT PARTICULAR SITE . k H. ALAN TAYLOR & ASSOC. ARCHITECTS COLUMBUS, OHIO STRUCTURAL ENGR. CARDINAL INDUSTRIES INCORPORATED MECHANICAL ENGR. ,"t T c�au� � � ELAL ECTRICENGR. E WARNING THESE PLANS AND SPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS- TRIES, INC. AND CAN NOT BE USED WITH. OUT ITS EXPRESS WRITTEN PERMISSION, ghdll8: 'jT(• S 0� :any R A Jn: N 4C. ..' rl )n'S I - i Win; 4�.�_.Iy IAA-j'LO.. • . hire, Appi Data DONALd L. KISELEWW P.E., INC. REVISIONS MARX DATE II/Ot/82 W, uv NO I FLOR' S y IDA) f � L SET NO. 3: , DATE ISSUE _ +Fuxwxr.+.�ww.w• ww�.... i 57 4,v�frs,a C''^k ,r'T'$tE. °£ iet r.„w,�•F rs 4 £r 1a,ui rllt +9' s THESE PLANS WARNING DSPECIFICATIONS ARE THE SOLE PROPERTY OF CARDINAL INDUS- TRIES, INC. ANDAN NOT NBE USED PERIY WITH- OUT ITS S w '° £ -CC' 4x ax�w` -' c "i"° £ r x l"a+ rY a M,{y,# t.;.: w I r 1 u i a ' + •* j(tu a lis ..vm, e.V'F f '£ "'vy�rs" J a 1 w u II I �. '£r 7 )"¢ t'i k� � 1 �, <•a ,F � r ,P'. +i 5 r'x'':a (.!s +g•&rc x. Y. I r MO 5 __�-- . , w " n I r �♦. 3. -o-.. e. i? "{ . .. t+a#•-r b # o-.� k .e: ` I.. 1 NOW ar; 1 ,. 8 R S CEDAR TRIM FIELD INSTA ED A' '` x=�`! .J'.Y�, "'z�rX nR�X",r� u 111 t Y �1 .�S a 1 r",a"C {rrw ✓ ram'u r1 d I�` Ix i ) qi'*'+,k I t g,{ s: ,e>= •'� - I r to-1 v I I I '1�ry;.,ll4 all t' t :c YT,x ` ro T w. �. !�' \ f , .. • x 'i'# . ,n7. W+ �i i� Ill l tN Sff id'^ t r*'' s3<^ x 4h ,'` "'"*a+rv}, ,' .,r i� i EXTENT OF GABLE - STEP VARIES r a 1 � I.c I� ,. fin i?.c Y{ r � �.% F r" J k .. =:v: - ---- --------- - SEE ELEVATIONS. MAX. ALLOWABLE M x 4.L... � �: n, � L� i ,�t t wP.�' r •:. I �£a'I;1.'l§' .,, "Y-'� e'r'•:t 4+'' M.'9 _;° .�r e'a;"` 't" "�'� �"*� ' .., �. �, I ET 4,_Or. 1N B INCREMENTS ., w Ta U a Yt` d'OFFS .ACE ---. 8'.r 16 HALF PIER �. III t 4'- J�. OFFSET SHOWN ) Y � I �' � , c J>w rI.«'+x t's`" w' .. «.. • ;Y ,. ^IR c�+,``" L *vim } < IER 2-No 5 STEEL RE -BAR I ;k pCH PIER) �' •t,,:;: #;,+` `+''',`r! 1. lE t f { 1 C "' a th`+ z az jz " T�,. �"16 r 16 CONC BLOCK PIER i6 + 12 CONC BLOCK PIER .# -.. - NC FJOT.NG —CONC FOOTING T(P 4 q 10-I0"-_ -_._ ...--- ---- --- - 12 01 2 1YP 12 _2„ _ IP 0I/_2Ak I I 4 k 1 _ NOTE FOR NOTATIONS UR DETAILS NOTE FCA)NA' ,N DMENSI.GNS FC,R GABLE S'EP I.ARIANT) CONDITION SHOWN HfFE DIFFER FROM STANDARD FOUNDATION DI ENSIONS ' NOT DEALING WITH GABLE ! I ND -STEP D- CONDITION. SEE STANDARD �.MODDLE � ) Ir CROSS SECTION GABLE STEP VAF�I NT CONDITION " DETAILS ELSEWHERE IN THIS SET ` SCALE 1/4 ..:+ - 1�A' ...�r..-RSAOERE RE') BY ZONE) AT PIERS AND FOUNDATION WALL AT GABLE STEP rE i� E E 5 ` ',X .eu .. x,3Y . .dw ' a. .T,,, ' r a r r ` 6 e , wt •c e a , .. 's a xa'�Y"wX+" S T kT"g.v '�.Y ,a r�b' . : , r :>? . ` -� . , f ...1 , ,A tr',.� 'S i 4 " ^ S, A J e T F - I -I- I —.1 A --) i� 1 ,r ,a } —,�. _ 'z — X"k Ronda DepaKment of Community NasFl,#Y„ e- a 3 -A. DateRec' ,QEC 8 148ZAppoval No r Apprnvrd for Erldre State. Date Approved •IAN 19 13 gy MANUFACTURES? SUtIDfNGS 4 . 8 . 16 SOLID MAID 3, go METAL F:RESTOP, CONTINUOUS T.IPICAL 4 44 R `i' i, Yx „, A Y��4 ri ��. fi WARNING THESE PLANS AND SPECIFICATIONS ARE ';,. THE SOLE PROPERTY OF CARDINAL INDUS TRIES, INC. AND CAN NOT BE USED WITH. OUT ITS EXPRESS WRITTEN PERMISSION. 3`IDE EL SCALE 1,4 1..0' H. ALAN TAYLOR & ASSOC. ARCHITECTS STRUCTURAL ENGR. MECHANICAL ENGR. ` ELECTRICAL ENGR. 98 T.)y# ,-?� ^ a x,,,>•s', gt_� n v 4 ar, pTi` �":."•, . 51 pY +s g_:'.'�ny V t" . ,,..;y 'z Y,w, ,*'' r . , W ,!. ; , r.. r :�wz xYi4� r>m a,, 'i ^VERI AP 12 MINIMUM AT SPLICES MIN IMU M 3 LEARANCE FROM RE -BAR TO 11 ,;^s�FnI-14 ATIM GABLE STEP ( VARIANT) CONDITION -LISTING L�I: • CARDINAL INDUSTRIES INCORPORATED 2040 t Hamlltor, Road Al C4"16. Oft 43227 , TYPICAL TYPICAL 4 . 8 . 16 SOLID MAID 3, go METAL F:RESTOP, CONTINUOUS T.IPICAL 4 44 R `i' i, Yx „, A Y��4 ri ��. fi WARNING THESE PLANS AND SPECIFICATIONS ARE ';,. THE SOLE PROPERTY OF CARDINAL INDUS TRIES, INC. AND CAN NOT BE USED WITH. OUT ITS EXPRESS WRITTEN PERMISSION. 3`IDE EL SCALE 1,4 1..0' H. ALAN TAYLOR & ASSOC. ARCHITECTS STRUCTURAL ENGR. MECHANICAL ENGR. ` ELECTRICAL ENGR. 98 T.)y# ,-?� ^ a x,,,>•s', gt_� n v 4 ar, pTi` �":."•, . 51 pY +s g_:'.'�ny V t" . ,,..;y 'z Y,w, ,*'' r . , W ,!. ; , r.. r :�wz xYi4� r>m a,, 'i ^VERI AP 12 MINIMUM AT SPLICES MIN IMU M 3 LEARANCE FROM RE -BAR TO 11 ,;^s�FnI-14 ATIM GABLE STEP ( VARIANT) CONDITION -LISTING L�I: • CARDINAL INDUSTRIES INCORPORATED 2040 t Hamlltor, Road Al C4"16. Oft 43227 , TYPICAL TYPICAL _ R �w,�r•�I}1Y VISIONS MARK DATE I I /01 /11 DETAIL I SCALE: 3/4'= I=0' [DETAIL r2 SCALE: 3/4'=1-0" -M r DETAIL 3 SCALE: 3/40x i-o" r lP 111 f n t 44 . a r eta ` 1 x 6 ROUGH SAW VENT A FLASHI r s 3 DETAIL 3„a`owrt:layvw - A , 2-C' MIN '� ►-. --- CRAWL SPACE DETAIL 4 12"x 16" PIER ♦ aa'� 'YFn,W;y,; ..5.-..n�'.n�'.. ,><u'eg Y „sad ryiicJ ,Y� J r 10-101/2 1'0 --- 10-9" --- II 1.4.1 0" p ew ... CROSS SECT12 - OFFSET ( VAR f '. SCALE.. 11147: 1'0" , .ft!€. ... -. .:. ..I B"x B", 16" SOLID MASONRY UNIT ( TERMITE BLOCK) ? 30 go METAL FIR STOP, CONTINUOU TYPICAL (4x 4 + • T. �i1i'C11 �. 1i 5 J@i'f.Y. 2 - no. S STEEL RE -BARS , CONTINUOUS EACH PIER GROUT CORES FULL fi 9 tte �Nkn i L � P N .. d�'r�d^,�ksit�?;t.a 8"x 16" CONC. BLOCK ..k 3 Srt ++• F � Iir.�Y�11 r n l? : i 1 F r 8'x 8�x 16 S LIDMASONRY U 3ro r . , 16"x 16" CONC.. BL CK>� rt<*r ad.. h �,.,. ;Vnl � .�_ LE : 3/a". I'•o" VJA N i N SCA G PLANS AND °'ECIFiCATIm;c ANr cp s � rrt t r�ry e� � ✓h L ' x i$ � 4_d. h" ELEVATION SCALE 114" , I' O" Sfnte zrA^J`✓", 4 i�°-.' :x ��P "�i .., "^�w�a:. ,,:,, xty, �'�5,' --, 4 0' OFFSET ( VARIANT) CONDITION EXTENT OF .OFFSET VARIES SEE ELEVATIONS. MAXIMUM PERMITTED : 4-0" ( AS SHOWN) 12"x I6" PIER — — 67, M�m it - �m, FOR OFFSE LKNOWN HE SOWN ON CONDITION OM THOSE 'UNDATION NOTE 2- n0 RE -BARS SHALL BE CONTINUOUS THRnUGH FOOTING AND SHALL OVERLAP 12 MIN AT SPLICES. MIN 3" CLEARANCE FROM RE -BAR TO -- min. IL r PREVISIONS .'. AGCNCY APPRO u ., ,,-_.:., ' ,.: FIoa.1a Manufactured Building MARK DATE I/IS/SY Act of l el I Con,tr cLinn t.t.eS pp�Tv. iYpl: SHLGe t1i/e . wiGOn�I' FLF)RIDA 1 Occupy"^Y 4:1o.i`,h. No. o� Floors �. [[�� WIn1Vvr,Sy ��- 1x�� �Z (a �1 SET rj. Approval Date _ / DATE tt-- SSUED oovAr,o L K ELEw;� a � , Ir;r. I" , Ys tlLOCKIN6 WtYH GYp5UM SHEATHING OR �- KK ''R OPEN SPACE, ALTERNATING SIDES. TO MAINTAIN 'V-1 ° RE STOPPING AND ATTIC VENTILATION —CONTINUOUS RIDGE V, OJT .. r (FIELD APPLIED) ol 2.4 r 6 g�)y ) y � ( j { # r �sNsit iJe#, l 1@111lif��awyalpoif�f€1ti7,1141 r: MOL DING 5/8 GYPSUM BOARD rA'LING— :••-• N ar > 112- WATER REPELLANT (GYPSUM BOARD - - 2 X 3 STUDS at 24" or. ( INTERIOR WALLS ONLY At 16" o.c. ( EXTERIOR WALLS ONLY I R iI INSULATION ( COM. RESSED TO 2 %Q' R lRn a 1 WOIJr, BASE MOLDING i 3/4 T t3G l( OR 3/4" R E D E X ' r ) ^T I x+ CATION am11F 2 X6 RAFTERS 2 X6 JOISTS of 24"cc. R 19 INSULATION-__----. ANCHORS ( TY)v. WIDE INSULATION RETAINER of 24 oc. WOOD COVE MOLDING 112" TYPE 'X' GYPSUM BOARD 3/4' X S NET (FIELD APPLIED) PERFORATED ALUM SOFFIT (FIELD APPLIED ) ° AN, 2X8 JOISTS, 12 oc. I100 PS LIVE LOAD) I -�2 X 8 JOISTS 24'oc (40 PSF LIVE LOAG,SHO'WN) _ JOIST HANGERS , TYPICAL PIER .BEYOND, y # x SIZE a TO BE DETERMINED CRAWL SPACE CONDITIONS 9 vi011 i I ,APACITY NOTE REFER TO SHEET FA -I OR FA-2 FOR FOUNDATION DETAILS AND NOTES* 2 e { i r SECTS❑ pp OPTIOtiAL I 'SPASNBLOCK OR DOWNSPOUT BODY A5 REQ1;RtD BY LOCAL ALYTH Rma (FHA REQUIRES DOWNSPOUT DIST TO STORMI, REVISIONS MARK DATE 11/01/B2 WNW 1, FLORIDA °! SAS a e ry A By: ' t g t; r.n,Din DOt.11k K SELEWSR' .£. INC. e .yy...91/2„ 2x6 RIM MEMBER = _-�I/27 PLYWOOD SPACER Ix6 k •FIELD AF" ICD RAKE -x UNIT 8Y FEELD APPLIED INSTALLED BY G C " 2x 6 BLOCKING 24 o c e ` TRI R:S.CEDAR " TRIM, y y ?r 4 COVE MOLDING \-5/8" GYPSUM BOARD CEILJ 1/2' TYPE Y GYPSUM sz ,o- i �, �-L�•w $'d ,I —R II INSUL AT 0h„5 6 1/2 WATER REPELLANT I `#fixq� GYPSUM BOARD ON 2 x 3. STUDS of 16. S.I �' x�r°;fg� *S "g' . 91x`s C' rt,. --METAL WALL TIES (32"H and 5 V r BRICK ORAli ONE FACE IWHEREURS, SEE SITE ENGINEERING )- � �r a ,4a- aAII ;. . x, of C Wj a •5Jt � f A}t '� �n�3' i t. . WOO' BAQE MOt DING T B G Pt yw0rl'3 &, Y "'FmyS r vi OR 3/4" RE. EX F VAPOR BARRIER a ryY>+ R II INSULATION „E 11 2-2 x 8 WOOD BEAM Tr-8� CONC BLOCK FOUNDAT 'VkAt *� `.•. ` `� . ' 1/2' C D. PLYWOOD STIR -----1/2' ROOF SHEN 5,.T �%M PSUMVPDBOARD V:r. 'ING 3/4" T B G PLYWOOD OR V4' R E DEX r t ,. ,rc RnR . RARRF R / �. Can z ro ✓ 71� �< S.. K rv� 7 q 1 •tl °� ^'« -�. "� ice&# �' ��'?� �� `� �r '",ttc=",3 �- � r t r- -'^ f w �i CONC FOOTING -Sy'�t�"� .l ,yP X� k��qy'„kl 'Ny- SECTION THROUGH END WALL "rvT- aP "`� r-• 3EGTION THROUGH WALL BET ( SEE PLOT PLAN) I' I -0 'tr s WIN. '" '� '�2l wITH�N rHE . w!Nr UNIT = 0 r to .n,.�«.A%•'�r N. ALAN TAYLOR & ASSOC. ARCHITECTS SERIES �d �: �ek ha ,Y�e�:':.`, M `AiS t��. yra�,>„fi r.��' .sw at • I, I CARDINAL _ STRUCTURAL ENGR. LATER INDUSTRIES INCORPOPATEO MECHANICAL ENGR. Colum",x0ho 32mWton 2 _ OWNER ELECTRICAL ENGR, ADS RE APPLIED BY GENERAL I 'y BOARD ALTERNATE ?/16" WAFERWOOD ) 2 x 6 RAFTER of 24"Ac Ira 2 X 6 JOISTS of 24 aC. IM R 19 INSUI-ATION � COVE MOLDING TYPE X G M `n.. 5 ! WAR T,.P4A^I��.A. AlIN l' &' 4`. t .rre� I SHEET NO. I i_OWDA) SA•9 SET ,; DATE v a I"I�... ,. ... .. . r a \. a:ar .,cP : 1.i ,a. r , ., r:.. -m 8 ... '?,:k �., ,a:a.J`r ,^WF:,"rs^a'RfF .: ra '"4'i .. ...u.. s�S" � ?<'^. .,. h ,L,...x ,. , <. -i. ..... , '^.+✓. , ... e ,. ami '� . ... ss'.. , ✓ , w... ... @ r k + u ..v . . , „ - nw., .... ., f -.,. ,� , v 1... 1 .I i , , .:, .. J«t%sa ...... >r .... fi" _ • ..= s v ,.... s ."r. .. r_ ,...0 4. ;: t *n rd� a .x , a _..,; 3. .. i.. x ... x,. .. .., '% ..... .. r .,. n_. ,..t. -v ., .I. g?�s.., .x �*c" .w.. F t , s :...., a L'A' 4.. .. - .. t.. aI 1 . _� ... .. .,. :;n x .n \.. ?i. ..-,. . a _n. ,a ,x� v f.... . F..'i .... .a ..... , ,A... ,'4. ...4 k. ... it .4 u. o y , .. .. .. ,., i m :.:. .x . I. ,. .. q. ..,. ..... r.. .,i �... n, ,. .. ,x3.. -,.. ,N.,,.i, r .. ._ ,. i -,... .. ..r.. ,.�,. ry tlke F ,l. .+vi' ,,i ,,.�� .�FF'n .fit .n „e.. ,_ ,..a .'�°, .. w., s., r ..c . r .., ._ ,. .s._�t., d9"I'V .k.., ,, ..,p=., .i .. , s„,.< Ln ,... .�: _. ...,, } �+.'�`.si� >_:+x ^R.f`,r ,.§a rvr sw ,.n:s o- � .. .:.. , ,.Sr -,� .,, ,. ,_ �"1. ..,s 1. o � ��v dI rv. , . , .....„ r x.x,ri <, .., a, „s..+. ,..V:: X,. F. nm+, �, . s:: 11 . �' ^rs•..: %."+fit - ... i:.s . .N¢N .v .x.. .: �.. ._... .... "Y� .i..,,.,.. ,. ,, ``gg ... .,, . + M .,, .. .,,: .. .:i Y,:', l.'-ri,-�n., �. .. ... �+.... xs .. -.,,�, a..a ,., �.:., � ...:. ,.. , d, u�. ._... e ,.. i,. }s*w..._.. ... .'`�`- .,. 'rv, ...m . \.. ,. ,... _. � x n� a"3 {,..k... -d s m. , a v4.:.x.arx w.,,z,wu i1a .r:.�F .d.� .\�.,.. � a , r oz i .v.._ .-'�` 'F t5. ... ,.� -v v._.. _�" .?., 3 1 ..nra i , t1� , s u �.�.: \. , L4�� <P�G .; , ., , ,. 4.�.`x'',.a �, �4. ma�,.'"sxux:4 asL��:..'Si..'�d..>�'duw�G�"v,,.,✓.a0.naw �..,.Mr.3,,,swax„w,, .+�a��aiadrmv. ., - ,. '. np ,... _ -._ GENERAL NOTES TOTAL ELECTRIC LAUNDRY i 200 AMP,120/240V SINGLE PHASE, NEMA 3R SINGLE MITER BASE 2 POLE - 200 AMP MAIN BREAKER OPTIONAL GAS LAUNDRY URRS��Epp 2 POLE - 100 AMP MAIN METERECEINTERPICAL MODULAR t 400 AMP 120 /240 V SINGLE PHASE NEMA 3R, FOUR OR SIX METER CENTER TYPICAL 2P 100 AMP MAIN BREAKER FOR STUDIO, ONE BEDROOM, AND TWO BEDROOM. 2P•1225 AMP MAIN BREAKER FOR THREE >, BEDi:00M AND TWO BEDROOM UNITS r N�' WITH (OPTIONAL) DEN UNIT- 10,000 AMP I C OR 22pC') AMP I C " FOR UTILITY CALCULATED FAULT CURRENT OF 10,001 THROUGH 22,000 AMPS FEED THREE BEDROOM AND TWO BEDROOM WITH DEN WITH: 3-Na 2 RHH C U. WITH ADDITIONAL INSULATED EQUIPMENT GROUND OR- 5- 1/0 RHH AL WITH ADDITIONAL INSULATED EQUIPMENT GROUND FEED STUDIO, ONE BEDROOM, AND TWO BEDROOM WITH: 3-NO4 RHH CU WITH ADDITIONAL INSULATED EQUIPMENT GROUND, OR: 3-NO. 2 RHH AL. WITH ADDITIONAL INSULATED EQUIPMENT GROUND FEED TOTAL ELECTRIC LAUNDRY: 3-ND. 2/0 RHH CU. WITH ADDITIONAL INSULATED EQUIPMENT GRGUND OR: 3-NO4/0 RHH AL. WITH ADDITIONAL INSULATED EQUIPMENT GROUND FEED OPTIONAL GAS LAUNDRY 3-NO. 4 RHH CU. WITH ADDITIONAL INSULATED EQUIPMENT GROUND. OR 3-NO.2 RHH AL. WITH ADDITIONAL INSULATED EQUIPMENT GROUND. )NilUITS TROUGHS, AND METER CENTERS SHALL BE BONDED AS PER ARTi;LE 250 NEC INDIVIDUAL. OCCUPANCY FEEDER CABLES ARE TYPE SE, STYLE SER. 1 J !� G7 4-6 NC 2 HA-4 CJPPER BONDINC WIRE TO B(ILDiNU METAL -IC WATER SYSTEM FROM NEUTRAL bUSS BAR ammlilmaGH DECK a NIT METER CENTER N OT TO SC r - F H, ALAN TAYLOR k' ASSOC. ARCHITECTS COLUMB S OHIO CARDINAL jE SITE LAUNDRY METER>< ( TOTAL ELECTRIC�'�� ��91 LAUNDRY MODULE ire \ —='3 NO 350 wm "'m r OR 3 NO- 500 MCA --PASS CABLE= F..=,. BAND; _BE', 0,2OB 0 BUILDr Yv —NO-6 BAR' WIRE FRC 4 GROUND R. `--GR,:itrL R --^5/8" x W-01' S A L vlo GROUND Y CONRUR 9 ° TO TRANSt ,... Flortda DOW Rse'4L Approve for I Date ADpro"I M I f ERI FLORIDA t as 4 > 2 PRE tom° avrm > �s n m ew gt o L f .+." '%- A- ,i 4 . I •„ys.i, € M'"M �a -t r ! I i i R At CARDINAL INDUSTRIES OF FLOR/DA, �:.. 1 kok' °.ro i. •xf'yi-'�..lu.•o`L+Fk..,+,. °,I'W:t `,rs is rvY" a�+-.�'r,'..ro $t Yf ;m § itY`s; 43 POST OFFICE BOX "U 3701 SOUTH SANFORD AVE£.°°` SANFORD, FLORIDA 32771 .j PHONE (305) 321-0220 , ? CONSULTING ND AS ENGINEERS CIA TES, PA 0 AND SURVEYORS 1gy gq 4 M v, . 0 650 NORTH LAKE BL VD. — SUITE 490 •» �• _ "_"•�,r_ ALTAMONTE SPRINGS, FLORIDA 32701 d y . ,_ k N 305oam l i 830-8 / 3 O US ` "`. ATLANT : GEORG/A CHICAGO ILLINOIS d x 1 1 ^vlwt J~ i3r yi 1d n= ]] J x� RD 112 E6� E oA.. 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ILI ,�� I , - ffi� , .', � � ,,� ", ,,I , ,,", 1_ ,, ,, ,I" , , I , [I I ,:�� I " � li �` "-'I "' I �, -t"- I I I I \ . - - _____ - � � � '�`IlFl� I r,,, I— ,�'� � , I'- , , I I j ...... l " I , , - �, � ,,� - ,��', "_'� ", " ,Ir,,I!C, " ,",I , ,, ,,, I, , I " , _ _� I& ','I�, - r fi� 1, ��A?. I ,� ll ._', �5 . A T�., � I ln I � . , I I o I I'll I'll 11 I -1. �� ,I '! I � , " ,I� � it " � � I ,� 11 I'll �Il. ,, , < "j" I � l�'- I; I ��'_*, , - .,�, 4 C , :r�'j , ,�,� I _. - _,� 11 , , I I , . A parcel of land in the Southwest 114 of Section 34, T. 35S., R. 40 , �, r I I .,j i*,��I I aw E., St. Lucie County, Florida according to Book 179, Page 1824 � l, , ,,,�' 1 _,,4 , !I 11 , - _1� 1� ��,A , I ,I - - - I l - ;�;'I ,,, 1, I I . � I I',- , 11 ALAVE ' I -11, � " � ,,,,l� -,Ir- I1 4e,r4M�, ' 0 � 1 ' - . �q ... I - r Ldarly�'�If,�,`I 'l',�',`,�'Ai�` I ,'. " i 1,111 l: - ,I I - - ,.: -1 ", 'l, � � ?.,��J, I I ,I " 'I, , L� Official Records of said St. Lucie County, being more partici 11 11 I I ��;�,, "I I I'll, A ' l lIA,lii,,��,_, .... ... 'L, 'i, , , � I � - ---- � " ��,.p I , , - I- IF"ll :11, - , , !I', I \�, _., , "�x . 11 I I X" I � I.. � �-, � �.�'�',','� ,k I �', 4 - described as follows: V, 11 �' � 'I�,_�" � �� I__,` � I!Q%l� "l �! ,l,�'�,i �g��V%fiI,�'t%' � li� , � I �ll :�', , , A ...�. � , �l" - ') I ,,, , 1 �, `�: � , _ , I I � , I . - 1�'1.1,11. �:,l�,�" IIX""Ir� "' p4,k,�,I,.,'�,��,�%,,,, l", "', - I f:) �f�IIl j�,,,�`,2� � , 1, � ., I llf, 11 11 I �'I,�,,Ir� : � '11, I � - - 10 , .:� `�l 1, ��!I;�P __!, I � I � , , I �� I r- �zr . -1 "l,l, I I I 'Ile, - " Ill I 11 I . - _ , - , ", , e, I � - - -�' �l�-' e _ I A I � , Commence at the Northwesterly comer of U.S. Highway No. 1 (122 , `7, -. _9' '' I : , 1_�%�:, AA,AIII ; ''�r' ,"i ,,� Il, �,,,r I. ,,' . ", - -: A...;i F'7 \ I �',," � : �lI .", l I 1� ,, r, , "`�" � I I I 'lI".A'jF, I, 32 �41 = 1, "i"A - 3i , " M, , _� , _I', , �q- I - � l, . - __1 . -1 111'� , feet wide) and Tumblin King Road (50 feet wide) and run thence N. I I , 11 1� ll 11 , " _,l,� 1� � �l ��,��'l�',,�;��""��4��l,'4'����� � AA � _ I- �, -, � r � _, �, l III, ; , ",]�1�4 ' .1,1 , "'l.,4" , I � - - 111l",11.1 ;: \ i i , � , l"I' ' I kl" �`_ "l�"?11?l, , -4 ' I I ,V� ,I.+�l I i 890 5113411 W. along the Northerly Right -of -Way line of Tum IN- , '"' I ,I � - " � , I I l'' I � 11 � _L, _V�Ill I King Road 1276.55 feet; thence departing from said Right-o) !',,�,lv,,',l� ,, I I I I 1: ;I 'I'l , " ",_,,�`;�.I� " �, , � � 11 't ... � I N , I , 1, " � , I , , v" , 11\1, . 11 I I ll "" , � I , , I � �11� I - '10,, �, I � " 1 l, ll, l , I 10 "%, A_ , 1. � - l I -J"' � , ,, � I 1,11 11h.1111�11111 11 I I It ___ I'll, I; � . ,-,, ,,, `-Way , , �Ok�� �49 ��_, � . I, I'' , ,I'j"! jl�r�,,"l I _4 � I �' - . I N�; �Ult I ... ', I �; Z�_ I , , "I 11 " line N. 00 40'2711 E. 565.00 feet to the POINT OF BEGINNII 7_; '"', _,� n � ,�_�, I, � ... �,' I ,-, � I I , �� "" �'. , �,, , ,,I IIII� I� ,,�r,,�, 1, I � , I l I I,� I l, - , ,! l :�;_,_ ", , I I � l � � , , -;,,,1N A, __ ,I I , I "I I _� �, ,, 1 ; ,�� ,, , , I I k a. l," l � �, � tinue thence N. 00 40'2711 E. 740.19 feet to the Southerly line of I � �,"` � I':'r 1, � ' I u,"", � �11 11l_,I.__,,'__;1I I 'L '= � , � l,l,'�, �r 1, , -, , ,�4', "�4'1 -I �,� 11 �� ", , ,A � I "? L ,� "', 'I'� '� ' ' Ill" �r' � I r , - "I - llv" url� �` II R , I -1, I , French Creek Subdivision according to Plat Book 21, Page 1, Public � �,, I" �� ,T .. .... . . .. - - "'I -,,,,!., - I , I I'll " Il,,�,I,,UItl �� 1 _� I -, , - I l* I 1; � - 'll "A, I�, ,'�',l , ",P� '' - " I - - I 'k � I , -I I , , ''. Ilk , ,", , ,;_ ; I � I -, 1, " � � �:, � l ��t',�_: �i I I, , ,0 , ���'_ ,I-, , '' , " ''�, I , I I ;11 � , " � Recorda,of said St. Lucie County; thence N. 890 5713311 W. along said 'l 1;1� I, _'I ,r, I � l Ill I - k�� 1*1' , - , I , , �'?,� '' I ., - ; ? @��l 11-1 , 2- ` 11 * l I - - ", � - A I I i , -_ I I i I ,,,� Southerly line 330.00 feet; thence departing from said Southerly line :j', � - � �, ,�,�� l�, `III,!�,���, I I I"_,", "."'I4 11 , ,,�,"," ,�? ,31 1 S. 00 401 2811 W. 764.61 feet; thence N. 791 5114011 E. 137.14 feet; 1, I "Ill I , , .`? 11",l ,lll`- ,�,�, I thence N. 841 02' 5911 E. 20.00 feet to a point of curvature concave to ,,n)�� _",,`,,��I` - - " ,� "I . � I ,I-, Id 'I,,,l,,-,z,Q,,,v,,lZ �11.i � - 1 "'I_,�',IIWI� II�l � I ",'III !,- NMI the Southwest having a radius of 287.00 feet; thence Northwesterly ,mlli ; ill 11 I'll, �� 11.11 �,, - 1l,,;I,l,,I�,;; � � I �� I I I I I I � M I , �� I along said curve 16.00 feet to the left through a central angle of 30 .... .. I� . �� I ,I," �r � ,� I, I 'qIN�k:-%,� A q�_Fs I I n�. 4 ','I," , __ - - 11 I I I I III IRZ, , -M � V-4. � ,� 111 39"; thence N. 80' 51`2011 E. along a radial line 46.00 feet; thence , "I � I I , _-, " ' ,, ,l 4�yv - I I L � I ;A: : ! ,�, " ; I S. 790 121 01 11 E. 134.47 feet to the POINT OF BEGINNING, containin �II.l � � IF � 11, � "I 1 5.585 acres more or less. 11 1. � I I I I 1�1_ I I . � 1 Mc _14 1*3 Zi I : 1 : �� I � � I I I � 11 I 1H, 0 1 1 i I � �__ , �: � � , a-- L I (-) � I � (0 � L� � I I I 1 1 1 J, � � I 1 � 2 �) � I 1 1 � 1 ,I I I I I I � a I � 1. I i�� � � n I � � I ,_ � � 2 �- I I I i � j � , 11 < H A I I �; �� �_ Iq I - I - -4--- � 1: U LUL Lij Q, ") I M I ,:T I , W � �, 0 A4 I 4i Q:� C--) In 0: I'_ 0 X CL 0 N __ `( .1 >_ In :1 A� �s z - Uj - � I � I ft�>A , do- �� �) q 0_ I V) Ir �, - � Uj - rr V 0 N . �, ...) C) I ID �� I -A 1, % � U) 1. �ftft "_Cj I U) r') 11, 4q 05 Qr) cr) A, I ,� I www" 11 r, I "' " U(f) �,,, `1� 'A" 't 0 LJC I,j F� ,,, , , I W � iIil C, �, 17 ,, Uj ; , � V) Lij A-, !"� " I , - I I � ,,, Z A, , , II j ,-') CIO AAAAAAA �1 . ! I I S , I, qq III A " Ili , 1, 0 z �," �? "" "I LJ ,� ',I , j I, Q) Ih ca z III I- . I , I l!" j I I" "I �l I, ,; x::) � It 11, I r, ,,, 1, � V) I , ''I'll, 11, I" I z�� 0 .- " :, I,, .1 -AMM U , I� , " 1 3c (-) �,,� ,,� :�,,, , I l 0 1, � I z � I I qq �%A:I, I- t I � . l I (n ,_ X . � . . 0 [ A j ).. 41 > to Q: I Ill- � z (1) Uj U zft'llo �- .q Z U. L-1 Q. `� 1%t q 15E � U. --i IAL U: % * qq 0 I- 0 k4 A. 0 ) Lij I Uj Q) 1A- Q. - Z,:T!s 0 - I .%ft X Q I'll, Q. C�_ (J �_ 11 LLJ Q Z 6 z I ;t __j �ft . qq Ex I_ - I I � Uj Q`) >.. Q. 0: V) qq ft� Q 7 z Z �: Z) 0 1 '', I 1� -, I I - I SCALE - 1'0--301 DATE: 12-19-84 . . DESIGN: KAB . , - � 4��", DRAWN:KAB W_ _71 I CHECKED:HHE Mr, � I A FILE NO.. SHEET 1 31w- le& 84-5!56 13 IIIIIIIIIIIIIMIIIIIIIIIIII� . 44 Total Living Units Consisting of 28 One Bedroom Units - (I), 3 Two Bedroom Units (2) 0 Two Bedroom,Two Both Units (2 2) 13 Studio Units-(S)r`ttt 0 Laundry Unit '' ;i}, �irSY{^�� Nt1 , I sir 66 5.587 Pa Acr. s king Spaces„h p y /5 0 30 60 -- s I s I r "Y41�' A.ktilt� 63.00' h 47.9/, Pf.No. Northerly Easterly Pf.No. Northerly Easterly 1. 10,564.914 4,811.356 17. 10,822.688 4,729.998 2. 10,566.978 4,831.248 18. 10,824.791 4,778.122 3. 11,305.329 4,685.358 19. 10,704.197 4,775.384' 4. 11,305.094 5,015.358 ' g0. 10,918.886 4,713.811' 5. 10,582.847 41829.144 21. 11,003.092 4,711.802 6. 10,590.157 4,874.560 22. 11,004.241 4,759.958 7. 10,700.000 4,834.150 23. 10,920.035 4,761.967 8. 10,899.943 4,838.901 4. /0,648.344 4,958.548 9. 10, 591.262 4,719.955 z 5. 10,695, 761 4,966 686 10. 10,639.110 4,725.518 56. /0,703.9/0 4,9/9.2/1 11. 10,632.163 4,785.266 7. 10,598.504 4,893.062 12. 10,584.913 4,841.979 _ 8. 10,590.356 4,940.478 13. 10,584.315 4,779.702 9. 10,752.260 4,940.847 14. 10,702.094 4,727.260 30. 10,846.810 4,958.961' 15. 10,564.961 5,006.648 31. 10,855.874 4,911.651 16. 10,540.772 4,676.357 32. 1 10,761.323 ,4,893.$38:,a I �1 Il1 1 1 ( •�(}I .j y t:, i LA, •i, «� /� wI _J 1, v� ryt W ni 4� rye �4- IllLLJ b R r t+ •l O ..., lu U c; z a caZ Ii1 Y Q co.{ v! _ % L� z W Q p J rA o � v Q _2 J W CO i I SCALE• I "= 30' DATE: 6 85 6 -8 DESIGN: EOH DRAWN: TJB CHECKED: L JC FILE NO. SHEET 84-5/56 4 PAVEMENT AND CONCRETE SPECIFICATIONS a NOTES 1. Quantities i,re only estimates and should be re -calculated by the Sub - Contractor for bid submittals. 2. The Sub -Contractor's bid shall be comprehensive and include all labor, materials and equipment necessary to complete the paving work: in accordance with the Plans and Specifications. The Sub -Contractor shall locate all utilities or underground structures prior to construction and notify each respective utility owner forty-eight hours (2 working days) prior to commenIm n. ' 4. The Sub n equal or beg ond> ti on than e :> st 3�f EMI 1i constr a. t ,.�. �y+�lfip£r�y �'� .� �`ai �M7 s`dw�m''�e'X��Av�. '^nY�• 5. The Sub -Contractor shall immediately notify the superv' g Construction Manager if a pavement or foundation stake is distu cl. 6. The Sub -Contractor shall construct pavement in accordance with the Typical Pavement Sections and F.D.O.T. Standard Specifications for Road and Bridge Construction. The finished pavement grades. shall conform to those specified on the Site Grading Flan. 7. rue- ction Manager shall approve all sub -base and The supervisinq Const base material and compaction in fill areas. S. The Sub -Contractor shall form sidewalks, curbs, trash pads, etc., in accordance with the Site Grading Plan and Specifications. Minimum sidewalk.: slope shall be 0.5% and maximum slope of 8.0%. 9. The Sub -Contractor shall use concrete with a minimum, 2e day strength of 2500 F.S.I. 10. All sidewal1: widths shall. be '.5'or as noted or, the plans and shall have 1" deep contraction =pints every S' on center. 11. All sidewalk, unless otherwise noted on the Site Grading Plan, sfi1_tlI be flush with adjacent pavement or where they meet. 12. All elevations are based on N.G.V.D. datum. 171. Base Course shall be 6" of Limerock: in accordance with Section 911 of OF.D.O.T. Standard Specifications, compacted to a density of not less than 98`: (ASTM D-1557). 14. Sub -base shall. be 12" of clean approved material, having a Florida A Bearing Value of 75F S.I minimum and compacted to a density of not J.API th krl STPI D kS7? . {{ ; r :",..'may'`• d^tr•%.s`X•' wk '` .,�.:e'r5s^a. ^ 15. Asphalt surface shall be 1-112" minimum Type S-1 Asphaltic Concrete A F.D.O.T. Item ESTIMATE OF QUANTITIES QUAN. UNIT, DESCRIPTION 3060 S.Y. Asphalt Pavement 1450 L.F. Pavement Stripping 66 EA. Concrete Wheel Stops 4575 S.F. Concrete Sidewalk (2.59 44 EA. Concrete Stoops (41 x 49 28 EA. Concrete Patios (81 x 89 3 EA. Concrete Patios (81 x 129 1 EA. Concrete Trash Pad (81 x 89 1 EA. Shed Slab 12' x 251 x 411) 21,000 S. Y. Crass Area (On -Site) 20' 26' Parking Space Driveway 2 13 20' Parking Space TYPICAL PAVEMENT SECTION ItAIf NO SCALEu 611 EXCAVATION AND GRADING SPECIFICATIONS 61 NOTES 20' Parking Space 2' 6u 1. Quantities are only estimates and should be re -calculated by the -Sub Contractor for bid submittal. Wheel. Stop o _. The Sub bid hall be comprehensive and include all labor, r3 /o Min materials and equipment necessary to complete theexcavation and. grading work in accordance with the Flans and Specifications. Z. The Sub -Contractor shall locate all utilities or underground 4 6 structures prior to construction and notify each respective utility owner forty-eight hours (2 working days) prior, to commencement of fl N '':... construction. TYPICAL PAVEMENT SECTION B a o 4. The Sub -Contractor shall restore off -site construction areas to art � � NO SCALE equal or better' condition than existed prior to 'commencement of Q. � 26' Driveway Drivel V V k q3 'I 1I *'.i IT � C Or, S t r LI C t l on. .. V 5. The Sub -Contractor shall immediately notify the supervising W O Construction Manager if a pavement or foundation stake is disturbed. O v 6. The supervising Construction Manager sha.11 approve ail Sub -base J material and compaction including building pads and over -cut areas. 7. All elevations are based on N.G.V.D. datum. q 5 The Sub --Contractor- -hall excavate and rough grade pavement areas to .Il within +-0.1' of th= specified sub -base elevations. 9. The Sub -Contractor shall excavate and rough grade foundation crawl space areas as directed by the supervising Construction Manager. 10. After the Modulal�o Units have been placed on the foundations, the Sub - Contractor shall bac4,fi11 and fine grade pavement sub -base areas to within i-0.1' of the specified sub -base elevations. 11. The 'top of footer elevations and the number of B" courses O may U Jq vary due to soil elevations, f_ o Q N 12 Prior to commencement of construction, the Sub -Contractor shall meet =c9 ti 4IDUm¢ with and submit .a cun=_tr-uction schedule to the Construction Manager and Engineer- and secure all necessary licenses and permits.' ltlu�-�+1-02�n • Q� 1._. During construction, the Seib -Contractor shall provide for adequate drainage and proper soil r,r onion cor;tr of measures for protection ol, all drainage and sewer Structures, and at all adjacent roads and � m 0 na 0 land=. The Sub --Contractor shall place straw bales along all property �. z3u Iiies, easement lines and around all inlets as detailed on Sheet 10. OLLi ¢ O Duo These straw bales shall he maintained in good condition until all � ' � � ' ZM pavi rig and seeding/sodding is completed. p0 (e�Ci omm "•+ roto 14. Unless otherwise noted, c,r ade to meet existing elevations at property COi (n-<: ¢ c) 20N x co ro :,. .,.. _. .,. Iirea. Excavation arid Gradingwor4:: shall be done in accordance'(DM v,ii_n Q Cc Ua) F.D.O.T, Standard Specifications for Road and Bridge Construction. �(J) �� 15. Excavation of unsuitable fill and compaction shall be dare in Y _ soil. - _ . � _. accordance with the soil. enginE�Pi s recomrnend,tionc. (� 4; .� OW � �aa 1, I I Li UJ zt I" W 1 L Z 1 .V C) � ]y GNP J ip ESTIMATE OF QUANTITIES ca 'Y 3 _(O • ,au'. ,+ t> '`m is v .s y rf , °n;% �.. a _ O C)a 0 rR :. Sfoo 411 one. Block Of dir Spoca Q y Of Air Space m oL .P C Between Cubes _ ° Between Cubes U { m m 2 Bed., 2 Bath � II ll'z 4'x 4' 11 Crawl Space '2 6 Service Walk - .Stoop > ; �►• a o� o o, �r B Conic. Block B ° .6.. t _: .. J I .: a '+ U o ur a z `D Service Walk .0 .,.' ° II x 4 x 4 LUMP SUM Clearingand GrubbingtIncludes top 6" of topsoil) a Conc. Footer 2'-6" Service Walk- Stoop- ^: -Site Borrow Fill Qncludes 20%shrink actor) LUMP SUM O ION,.. , I LUMP SUM Tree Removal:. STOOP FOUN ATION DETAIL N,� or Air spore s ` -Front 11 Wood Fence N Between Cubes o Wall SCALE: 3/g = 1'- 0" 2 Bed, 1 Bath. v Of Cube y * 4'-4" For Two Bedroom Two Bath Units. Front Wall I Of Cube P rT�tTJ A ! Patio °, b 1• ?�„'' i '° �� �` �� �y„. � r _ fir. � • ); )u r➢ ° ■ ■ ■ ■ ' � 1 +' PATIO FOUNDATION DETAIL TWO BEDROOM PATIO DETAIL ONE BEDROOM PATIO DETAIL a a OQ SCALE: 3/8 = 1,- 011.h ' d SCALE: %4 = 1'- 0 r . SCALE{ %4 = 1 -0 �l , r The Footer Dimmensions are Taken From theArchitectural Plans Prepared'� for Cardinal Industries by H. Allan Taylor a Assoc. Architects, And Approved i � F ° e$ r F'�tr' by the State of Florida. No Load. or Stress Calculations Have Been. Prepared ' y$ r ;rv,, 4c ' " {A.> by Kosonchick a Assoc. PA. - �'•f•'+ SUMMARY OF BUILDING ELEVATIONS ELEVATION Ni BLDG. 1 BLDG 2 BLDG 3 BLDG. 4 BLDG, 5 BLDG. 6 BLDG 7 BLDG 8 BLDG 9 BLDG 10 BLDG, 11 BLDG 12 @ Finished Floor 17.70 17.40 16.30 17.50 17.80 QStoop by Foundation 17.I0 16.80 15.70 16.90 17,20 �3 Stoop by Walk 16.40 16.10 15.00 1620 16.50 ®Patio by Foundation 16.37 16.07 14,97 16.17 16.47 �5 Patio by Fence 16.17 15.87 14.77 15.97 16.27 Q Outside of Building 16.4 16.1 15.0 16.2 16.5 Top of Footer 14.70 14.40 13.30 14.50 14.80_ © Number of 811 Courses 3.5 3.5 3.5 3.5 3.5 r . � £Y c �V 1 d �'. x � FLORID, PO ER & P.O. Box 460 FL Pierce, FL 3345 Attn D.C. Brig t FLORIDA CABLEVIS P.O. Box 1778 Ft. Pierce, FL 33454 _. Attn:,,,Mr. Mike -Brook 14 xk R � F � H � X 3 r � r :h R � � t yeryn IT Y S �i 1,V IT c , ;x, �Y COMPANIES a h M41 �'rH S 4t ik �fi M4 s f o pw 4 ` ,64 xapi� ANY SOUTHERN BELL TELEPHONE COMPANY 3300 Okeechobee Rd. f FL Pierce, FL 33450 6 ( �id Attn: Mr. Date Lazar wl,y)v�1 (afi Li.4 kfi. hA +tG F11 � d i UTILITIES AUTHORITY 206 South 6th Street P.O. Box 3191 Ft. Pierce, FL 33454 ' Attn: Mr. Bob Carr Jr. P; im a,tia13 / 10 7a Outlet /Structl 13.00 w / Skimmer 8.00 10.50 Weir I $ 10; 13 Q 6b 5 E" n8 ec. 0 � IS" R.0 P 5 CY n74.4 \ Rip Rap \ 5p. Outlet Structure_ Constructed with Phase 2 Constructed with Phase I w/SKIM mer 6a 5b (Existing) 50 (Existing) 15� 1 13.50 End Sea 13.50' 10.0 a 25 weir `1_00- —10' Telephone Easem't I1.00• L _ J 14 80 '-15" R.CP n 0. 0 % / _ — 14 i, — — _ - l r Imo- RETENTION Retention/Detention Easement L�� 11 OS (Existing)— \ ( PHASE I) /— r-1 / 1 �- 1 � i 1 L—J L�J ONCE enit.. 7f 4 268'- 8 15.00 r I0.01 T \ 8„ i\ W i \ --- m 14y+ 3A,� Tools l \ $B LT t._ 1 LEGEND �?�' i 7 *b:'•"�r 4*�r� ( r V a v Storm Seale)° } 't i��Sanitary SBWe/h�°,`xr _p __ Water LineIF Underdram J Q Manhole • Curb Inlet - F.D.OT Type,,, ® Inlet-F.D.O.T. Type *;"^=.t�i"ax{�tl:Y���11�TIT s.., End Section' n TAI y' 'iy y: P y Y+ 4firy i�p PP n f} f'i o Underdrain Cleanout , �� � G;Te l iEr�`'� ' "� ` ` • —) —� Sanitary Service With m--w— Water Service With Volvo Fire Hydrant' ,.., a C�.i A Water Valve &��Box �ry n 4 j� Eh Master water. Meter a IT - Structure Number oo.o Top of Cover Elevation oo:oo 1 Invert Elevation ,"i' .x�""{.. S.B. Splash Block F os.o. Down Spout Dr17 iT 9v'gf1 Y `?`i%�3M1 .3, ' i ,2 §q ff?.4 �q FR'$.Ce°i Ti i.,n �". l '� Y�r IXy o4 WI 4' t t' p'�`�:"1k1 ",Ar 8k1+$..7�t 1Gy a' R b:{ 4i v/Gy RY` r b k2 R vR s� y4iq] hP'j; 1 6 S L4IF Vl JT p hT�N� Ii, .. b 20U_ WIO10a]Q �w>—�1—JJo2cn W Q Q N 3 Zav� 'O � m J O LLI J 2 Q D M EE W� raLL O Qa6 Q)� z, Y V) Q2V- c�2� Ow Lo ' o Ow C) �zN Zi �r QW 2 >-o^Q 111 O , a (D m w Q YJ zm aN CO in Uz zW �W� ftifto Z vJ W Z J k4 2=0 a� W W v, _2 J W Q) a SCALE. I"= 30' DATE: 6 - 6 -85 Y� DESIGN: KA B DRAWN: T J B CHECKED L J C FILE NO. SHEET 84-5156 7 11M SPECIFICATIONS a NOTES STORM SPECIFICATIONS a NOTES - WATER SPECIFICATIONS 61 NOTES SANITARY SPECIFICATIONS 81 NOTES GENERAL I The Sub -Contractor shall construct all utorm sewer appurtenances in 1. The Sub -Contractor shall lay the water line and services a minimum of 1. Roof drains, foundation drains or other storm water connections tZ 1. All elevations are based on N.G.V.D. accordance with F.D.O.T. Standard Specifications for Road and Bridge Z'-O" below finished grade, to the top of the sanitary sewer are prohibited. datum. construction. pipe. 2. The Sub -Contractor shall e:;tend the water service to a point -'-O,l 2. A minimum of 18" of vertical separation shall be provided between the' 2. Excavation, paving and storm sewer workshall be done in accordance with the "Standard Specifications for 2. Reinforced concrete pipe (R.C.P.) shall be Class III with rubber from the Outside of the foundation wall. A valve and be sanitary sewer and water lines. Where 18" of separation cannot be Roadand Bridge Construction" adopted 1982 by the State gasket joints. ,box ,shall , installed at this location I .. provided, or if the water line is to be installed below the 5anitars of Florida and all Supplements thereto. 3. Corrugated metal be pipe shall Aluminum Corrugated Fipe (A.A.M.P.) in 11*40000' Flaift", 11, 1 3. Where water lines 5i6rm sewer, the sewer shall be constructed of ductile iron pipe for e distance -F ' 10 the line feet both 3. See Landscape Plan for treatment of all open/green spaces. conflict with an San t ary sewer'' t e waterr, r a on sides of water crossing. accordance with AASHT0 M-196, and shall be installed in accordance lines shall be lowered during construction. 4. The locations of e:(Astinq utilities, Such as water mains, with manufacturer's recommendations. Particular attention should be A minimum of 10 feet of horizontal separation shall be provide_ sewers,gas lines, etc., as paid to the bedding and backfilling in 6" lifts on alternating sides There shall be a 10' minimum horizontal and 19" minimum vertical between the sanitary sewer and water lines. shown on theFI anshave been determinedfrDm the best available information of the pipe, hand tamped to eliminate voids. Pipe 15" to 24" diameter separation between sanitary sewer and waterlines. And is given for the convenience of the Sub - Contractor. However, the shall be 16 gauge and pipe _-O" to 36" diameter shall be 14 gauge with 4. The sewer Sub -Contractor shall extend 6" sanitary services to within Engineer and Owner donut assume responsibility for the accuracy the band joints Supplied by the pipe manufacturer for the pipe used. All _2" water service shall be P.V.C. with solvent -cement welded 5' of the foundation at the specified invert elevation. The plumbinz of locations shown. It shall be the Sub -Contractor's Bends shall be O-Ring gasket type, AFTM C-443, and shall accept a joints. contractor shall install a cleariout at this location and connect the responsibility to contact all utility companies forty-eight hours minimum of two corrugations from each pipe. sanitary service from the building. prior to commencement of construction and have their facilities located in the field All 3" water lines shall be P.V.C. with rubber ring slip-on joints. prior to any work. Perforated pipe shall have holes punched or drilled to 5/16" diameter, 5. All sanitary sewer pipe shall be P.V.C. sewer pipe confor AST�l Quantities are only and shall be approximately circular in shape and cleanly Cut. if 1 4" or larger water lines shall be F.V.C. with cast Iron mechanYW D-ZO-_4 S.D.R. 35, and be installed in accordance w estimate5and should be re-calCUlated by the Sub - Contractor forbi C) holes are drilled, the holes must be free of t3Urr5. Holes shall be located Joints and rubber ring slip-on jointul d submittals. Lu on the neutral axis between crown and valley of corrugations, 6. The Sub -Contractor shall be required to perform an infiltr 6. The Sub -Contractor's bid except that holes shall not be located in the neutral er;:is adjacent to a. P.V.C. shall conform to ASTM D-2-241 Plastic Pipe (SDR-PR, class ex.filtration test whichever is applicable. Infiltrat shall be comprehensive and include all labor, each side of the lock seem. The spacing center to center of holes ASTM 1784, Type 1, Grade 1,2000 P.S.I. design stress and be N.S.F. exceed ZOO day inch of diameter per mil equipment and materials necessary to complete all site parallel to the corrugations shall be 1-7/B". Minimum number of holes, approved, AWWA Class C-200 (SDR-21) with markings on each section gallons per per the computed equivalent for shorter lengths of time. improvements according to the engineering Plans and Specifications. per lineal foot of pipe shall be as specified in the following table:, showing conformance to the above specifications. All P.V.C. pipe % 7. The Sob -Contractor shall bear the N.S.F. logo for potable water. Rubber joints shall be 7. The Sub -Contractor shall Supply.complete shall restore off -site construction areas to equal or better condition than ------- ---- ---- --- -- ---------- Area of Holes/L. Pipe Inside Dia. Min. No. of Holes/L.F - ---- -- -------- gasketed and conform to ASTM D-1869 or ASA A21.11. Solvent -cement relative to inverts, and rim el elevations, 1 o on existed riot or tocommencement of construc- tion. (Inches) (Sq. Inches) couplings shall conform to ASTM D-3036. 1 lengths of pipe. Laterals shall be Oca IF . 12 160 12. �;7 15 200 15 3z; 9. Gate Z" 1 nearest downstream manhole. T n`FOr L be B. Where applicable, utility trenches crossing pavement areas shall be . 18 240 le 44 valves and larger shall conform to AWWA C-500,with wrenchnut, legibly marked -up prints to the nee �afte backfill ed with compacted granular material in accordance with I : ", ", %I- entension Sterns and other appurtenances as required. They shall be sewer constructicr A.A.S.H.T.O.-T-99. "",-�,"'Opperforated 'pipe shall wrap i n al J1, A�l X�* Ir fliot, W1, -*eam iron body, fully bronze mounted, double disk, parallel seat, rion- rising stem valves with O-Ring seals and end connections as called B. The Sub -Contractor' 9. Any field overlap I• INA for on the Plans. of St. Lucie COUn_ ce ng tiles encountered shall be reconstructed and/or realigned to maintain positive drairrageat all times. A- notification prior to nderdrains shall be installed as required an the Plan, by th Manager/Engineer 10. All tees Ps Plugs, bends, fire hydrants, valves, etc., shall be 10. The SUb-Contractor shall immediately notify o the supervising ruction or local regulatory agency. Even thnugt provided with thlusblocks. 9. Backfill under pavement shall be approved granular backfill Construction Manager 'if -drains may not be called for on the Plans conditions encounters I I layers and compacted to 100% maximum density as determ any foundation, pavement or utility stake is disturbed. he field May require installation of underdrains. Any wet soil 11. All pipe shall e disinfected and tested in accordance with AWWA A.A.S.H.T.O.-T-99r ditions, hard pan Or Suspect Soil conditions encountered shall b ......... Standard C-601 anc the City of Ft. Pierce, Florida Standard 11. For identifications i rOUg ht to the Construction Manager/Engineer's attention for f Urthe Specifications. The Sub -Contractor shall provide at his own expense, 10. Kosanchick & Associates, P.A. shall be notified a mini MLtM of 4e hours n contractual agreements, this set of Plans is dated June 6, 1905 yes tigation. all necessary test}- equipment, pressure gauges, water meters, water (2 full working days) prior to construction and testing of th= and any revisions or changes thereafter shall be noted and dated on the affected Flan Sheets. V, and materials and facilities required for pressure and I eakage sanitary Sewer. Phone 305/e30-e.,i0. Calls for staking of the sanitar. �q drains shall be 6" perforated Polyvinyl -chloride pipe conforming'.. testing. sewer are not considered the 48 hour notification-re.quirement. 12. Soil borings and AS ASTM D 303�� with perforations as specified in AST111 C-508. Install,- ron shall be in accordance with Manufacturer's recommendations and as IZ. The water system within the project site shall be privately 11. All on�sitq�, ply maintained by owner. soil engineering services have been provided by Jammal 9, Associates, Orlando, FL and additional services will be in Section 440 of the F.D.O.T. Standard Spec maintained and owns provided to the Sub Contractor upon request to the Owner. This nderdrains shall have factory assembled envelope or nylon scr engineering firm assumes no responsibility for the correctness, d 'surrounding the rain aclJill under Z. 11 Backfill Lind vement shal I be approved granular ba in 6" layers and e P4 id comp, ted to 100% maximum density as ned by A.A.S.H.O. T accuracy andcompl eteness of their work. 13. The site, including retention on areas, shall be cl eared of al I and cort S.H.O. -T-99. ft"11"Alk,4114 lv,� '04 14. Kosanchick it Assoc , l� �p , , obstructions Such as fences, walls, foundations, loq5, shrubs, brush, weeds, other vegetation and accumulations of rubbish of whatever • cli n bI d�, �V hours (2 full wor king days) 'prior to testing of the water lines. Phone 305/830-8310. nature. These obstructions shall be satisfactorily disposed of off - its.. 4,UJ q 50 e underground down spout drai here The site be CA tw mains or more connect the Sub-Contracto 6 ic plas pipe from the connection to IS- All materials and construction requirements for the fire service line, shall cleared of all trees e):cept those which are designated to be saved or relocated. The. Sub -Contractor bid C ,,,tall .... point water check valves, backflow preventer, gate valves, etc., shall on the basis that ingi wnspout drains shall be 4" rigid plastic pipe.��l - 11 i ra f he Sub -Contract all furnish and install the shall be in accorcance with the City of Ft. Pierce Standard Details ecifications and Sp I �, A all cleared trees will be removed and satisfactorily and of off -site. Before construction, the SUb-Contractor shall set at the site with the Construction Manager and/or Owner. adapterhK ergrownd �"ins to the building. gutter down aw 16. The Sub At this ime, any trees to be saved shall be pointed out and tagged. These qq OQ Z -do I., -Contract, , h 11 Supply Complete "As -built" information relative to the ation rees shall be Protected from damage. Ct of all water lines and services. The information shallfn 3e Submitted on legibly Q. Ir CO e. The Sub -Contractor shall construct water retention: !� marked -up prints to thew.7. Engineer two weeks after completion C the plan unless otherwise approved by the Engineer neer., of water line construction. tr- LU, V� 17. P.V.C. for fire lines shall conform to ASTM D-2241 Plastic LU Z�, 1W, NNW PR, pipe (SDR Class T) ASTM 1784, Type 1, Grade 1,2000 P.S.I. design stress and be N.S.F. approved, AWWA Class C-900 (SDR-le) with markings Co Z on each section showing conformance to the above specifications. All P.V.C. pipe shall bear the N.S.F. logo for potable water. Q U5 O ESTIMATE OF QUANTITIES STORM ESTIMATE OF QUANTITIES WATER ESTIMATE OF QUANTITIES SANITARY ca �.D UJ QUAN. UNIT DESCRIPTION QUAN. UNIT DESCRIPTION QUAN. UNIT DESCRIPTION Z Q: ;> LL 280 L.F. 8" PVC Water Main S.D.R. 21 Class 200 u 20 L.F. 611 PVC Water Main S.D.R. 21 Class 200 1 EA. Sanitary Manhole 12 L.F. 101, PVC 75 L.F. 2" PVC Water Main 268 L.F. 8" Sewer Pipe PVC 80 L.F. 15" RCP 300 L.F. 1-11211 PVC WaterService 260 L.F. 611 Sewer Laterals 5- EA. 1-112" Valve and Box 8 L. F. 611 Sewer Risers I EA. Fire hydrant assemblies, Valve and Valve Box - 5 EA. 611 Cleanouts (By Plumbing Contractor) 2 EA. 15" Mitered RCP End Section 2 EA. Outlet Structure w/Skimmer Ring 10 C. Y. Rip Rap 14 EA. Splash Blotk 1501 L.F. Downspout Drain 4" Cf) 4J Z C) 0 4`1 :3c5 r CL cri jj SCALE: N. DATE: 6 q DRAWN-' T, V�iyw L CHECKED: Y: I r f. �AN b ' i Y rh r, c t Y � Y a £ gy tpA ..H c � an �M Y � < x - 4+. Yi Aye YJ� ur t e fir+ £k nr � nr eV, k { Y M . 3g a' A # NP, ) a $} IA 4 �I � a it A i •�T MAIN SEWER 24" Diu. 9 Under = 48"Dio. 27"to 42"Dia. = 60"Dia. Sod Side Slopes And es Above 42"Dio. = As Spec. Pond Bottom As Regid. e NOTE: 510Manhole to receive two (2) 1 coats of Koppers Bitumatic 300M both inside and outside. Clean Free -Drain Sand Neenah No. or Finished Grade Equal with Word I N N 6„Perforated Pipe Manhole Imprinted on / � 8 CverFcome 24Finished 5 / \\\ // .\\\\ Cover. ' Dio. ` Grade Bottom of Pond Precast Reinfor ' Concrete Slab r Tl ` Fabric Wr p \\ / 6 (3000 P.S.I.) I/2" Cement �24 L I Plaster over Conc Dio. 6" 48" Diameter Bik. (Typ.) 48"Diameter 8 Note, Filter Media Shall Conform To F. T. Sec. 902-1.31 Gradation. Min' Precast Concrete Filter Fabric` Shall Conform To F.D.O.T. Risers or 8 ,Coni: Sec. 985 Polypropolene or Approved Equal. Flowfine I Elev Block (Typ•) Grout Fillet Plan Symbol L/' 6 Precast Reinforced UNDERDRAIN DETAIL / Concrete Slob 3000 PSI C t Slope-2:I Min. or Shoring Undisturbed i tcfed Bockfill - See Composite Plan, Utility Specifications ofile Plans ity Service Conduit SANITARY SEWER TRENCH DETA SANITARY SERVICE DIMENSION SUMMARY Bldo No I A invert B C I D I E F Invert G I 1 I I I I I I 1 8 47'1 9.94 1.00 1 45' Cd 9.47% 2.261 1.00 14.20 9 7411 9.56 1.00 72' (d 3.25% I 2.341 1.00 1 10 I 1051, 9.00 - 105' 3.62% 1 3.801 - 12 nfil 9 oot:�14 12 70' 9 04 1.00 68'(a 4.7 % 51-011 Top of Building Proposed Finished By Foundation Grade Plumber 4" Cleanout "A„ By Plumber "A" 28"Crawl Sanitary Service ' Space rWye Branch invert"G" D : 451 IF I Slope See' Max. "E„ 7. 45a "C" Max. Invert'"B" Sanitary Sewer Main SERVICE CONNECTIONS SEWER CONNECTIONS AT MANHOLE AT SEWER MAIN -C-- Plan Symbol SANI TARY SERVICE DETAIL ( oncre e) MANHOLE TYPE tQ it MANHOLE i �'FF '8' (Depth Greater than 6i) (Depth Less thou 6 0 Plan Symbol Y .k+GkYx %W.WP."G'WE k.[AtMeAlt. S TAND �, : v H EAR Straw Bales Pinned to Berm 24„ -I �Existing Ground BERM W/STRAW BALES Silting Basin Straw Bales as Required with 2,x2,°Wood Stokes I0 R. Straw Bales Finished Grade Top of f i ri Silting Basin 2i,x2„ Wood Stokes Storm Structures INLET WISTRA141 BALES Y .Nf R5yx4f.^L"N�'iTIXaT1FYFF bRJS�v�y' �'&]Y.YShb EROSION h j �F $ T IL . - .sax .� -'arv,+xa et4.CGMmRT'Pob". - 11�tiAS5. W�SkYiNI .. .. 6"Thick Concrete Collar with 3,`0i Top of Building # 4 Rebors on all Sides: Foundation Wall 3„ Proposed Finished Grade H I Crawl Service Box Space- Water Line I m Water Servic Valve C Water Service by Varies Plumber W --®- Plan Symbo! WATER DomuTI/1j_1 Undisturbed - Earth Compacted Sand Bedding - Water Line 3 WATER 27� i i Compacted Bockfill - See Composite Utility Plan, Utility; Specifications Hi =o Profile Plans m 4" Min., 6 "in Rock tea.) yy;r 35 ? �•. -0 ^ tY Tf-1 LINt:,rc� _ Aluminium Plole` p Steel Grote i it _L Elev: A Weir i���III� XaO%ong Alum.. Opening Angles FTyp ) E''ev W - - Giscnorpe Pipe 1- 6" 3leed Down 1A a I i I I I i Skimmer Eev. A 5 TYp Skimmer A B_ Weir Weir length 7a 13.00 800 10.50 069 6a 13.50 1000 11,47 0.94 O g _ a] Plan Symbol >I� ly r 6 Thick Concrete Coll Standard C/eanout Cover W/ No. 4 Rebars On W/ Threaded Plug Sides Set Flush W' Grass/Ground Corer Or I"Above Top: " Pavement - // 6" P.V.C. Riser to t N Cower lk Wye Bronco Pp. : `'o(pper When Cleanout Is Fit 11 SEry 4E :irF .aif'nYc{ an^n:$w..�R¢.Jh3S'Th"Ia M tl ua W'RY 4M .AY€roAAUSGRK .UA"P .. 4'.3 n.Ii..S wes ,.:.hS.nlsh,�. ..s.a .. r.. .. :s 4 �Y!WffAWtlnRi�Nffid5*dNA.,�F.xu+Y9uk,xmw8..vm, ruvNw.. rvn+.;w. t..xa,�.Dc::ms arc.ay.aNy,-�.nYl_ .YPv'- _...a-:1p �.:9.-rtai5i3Y':'La'W#1LG11+r�pM,^ 3 ,- 4„ PLAN 1 w TY C Paved lreas Cast ,,,I Grating Approx. Wieght 4ii <, 2 0' y 5 i k u TYPE C-A Grass Areas SECTION A -A Steel Grating Straight Bors 2"z 3/16" Reticuline Bars 1114" x 3/16" Approx. Wieght 100 LBS. ..r ....... Plan Symbol NEEVVEN i e N 114 4 a xvlLwQc>ma a) a: W z' ca "a, Y 2 O N G 0 c7 co am" CO Y. Win 7 rrAA .'z 0 (a. L N ��j aw fop Ja C� �Z ca W _ Y -..I.. 2 of o a ¢v Na_ Uzi � W �m� -ftf Q. O.~ �a,v _Cin j cow O a 1F^i##P%9ANk9^ft%4&:A� ml'aPoY!*A4Yx. JAdGi,.rMn.VS.�K 3'N��'Y,. S':.h:L....... 3..Y4"' T.YcWW4gs°`` MM4VJiry Lu... RY 11Z'.1.%G."W ^k R, ...eN ..:,. a.R ..✓ S k.^+A v�..G,. , .:.,n e ypr- INL.n� T DETAIL tY N44Lrw -�.• s_. aav:dwWa>�Ai"rvw.u�:W s k'*.�2m^. xdFtiv kMiSi4: . u ez .GAF A. i. �MALYim'A'"81#eYfNro3*K2mL - ., . ... ... I Y ? I AL WATER MAIN SECTIONS y Hydrant to be Pl ired with H "5"Bend 1111 2l g0a8end Pumper Nozzle (R?ing Street 36" Minimum (2-21/2 Hoy.: ..zzles 5 Nozzle.) .a.., .. 1. Thrust Blocks shall be used for all water '^ • ° Mains and shall be placed against Undist- urbed Earth in Trench.. - 2. Thrust Blocks shall be formed and poured Hydrant to Have Break h. till Word „WATER„ Imprinted: on Cover Tee in such a. manner to avoid Covering or Section or Removable FeeProhibitingAccess to.. Pipe Joints. _�\N c II III Finished Grade 3.Minimum of.2500 PS.I. Concrete will be Cross Barrel 4 used REQUIRED THRUST BLOCK AREAS Cast Iron Volvo Box E Hydrant Branch i, BASED ON 150 P.S.I. TEST PRESSURE BEARING AREA TABLE (SQUARE FEET) PIPE SIZE TEE or PLUS 900BEND 450BEND 22 1/20 B: It 1/4°BEND 4 .. 1:0 1,5 1.0 1.0 1.0 - - 6° 2.5 3.0 2.0 Lo 10-- 8° 4,0 >55' 3.0 2.0 1: 10". 6.0 8.0 4,5 3.0 1.5 12. 8.5 11.5 - 6.5 4:0 20- 14 11.0 16.0 910 S.o 2.5 Gate Valve Minimum a a Size -6 Leff to Open) Minimum � F Minimum Size - 6 z � x 24"x xefe Thrust s Block Powc-, Glow for Drain Field. 11. Y -- of No. 6 Stair „viiii.) � r C rrete Foundation Bloc The Figures in this Table are based on 2500 Pounds per Square Foot Solt Bearing against Undisturbed SOIL undisturbed Trench Wall and are to represent the Minimum Vertical. Projected Area of the �� _. Reaction Block in a Plane Perpendicular to a .tine Bisecting the Included Angle of the Fitting. Rea, r7;(),:.king as specified in .this Chart shall be .used at all Thrust Points unless oily -•.,.Ise specified on the Plans. Restrained.. Joints maybe used in lieu of Thrust Blocking: �a;cordance. with Manufacturers Recommendations and si ., =ed when called for by the Pans. All Reaction Blocking and Restrained Jointing must be. left op viewed by City Inspector,lr x Q 4 15 W J' a C) ° tU Q z Q U Ix W i ti= SCALE /A DAT-:,6-b-85 DESIGN: T J B DRAWN: T J B x� CHCifED- L J C ,r FIL t NO. SHEET �6 _ 84 5 6 15 10