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HomeMy WebLinkAboutThe Sands Lakeview (2 Storey) 42268-42270FORM 901 456" _ 0o,;;;t",rF FLORIDA MODEL ENERGY EFFICIENCY CODE w~ ` FOR BUILDING CONSTRUCTION ( BOB GRAHAM SECTION 9 GOVERNOR'S ENERGY OFFICE u • `�4' GOVERNOR LEX HESTER, DIRECTOR POINTS METHOD PREPARED BY: BRABHAM KUHNS DEBAY-CONSULTING ENGINEERS PROJECT NAME�L AND NUMBER BUILDER OWNER j STATISTICAL DATA ZONE; FLOOR AREA ROOF R-VALUE HEATING SYSTEM TYPE 3/0 sq.ft. R- 3o STRIP: HT.PUMP�o GAS; ❑ OIL ❑ SOLAR, ❑ EPI WALL AREA WALLR-VALUE HOT WATER SYSTEM TYPE s4ft. R-_ ELECTRIC-0 HT. REC.: ❑ GAS: ❑ I OIL- ❑ SOLAR ❑ A/C SYSTEM GLASS AREA WALL CONSTRUCTION NUMBER OF UNITS PER STRUCTURE EER-�/-S 31,;�- sq.ft. CBS: [ FRAME: ❑ SING.FAM:❑ DUPLEX:, ❑ TRIPLEX ❑ 1 OVER 3, JE THIS DATA TO BE SENT TO THE GOVERNORS ENERGY OFFICE TOTAL POINTS CERTIFIED BY EPI= MAX. ALLOWED= 19 DATE Fewer total points mean 2reater energy savings. I MAXIMUM ALLOWED EPI from Appendix E common: walls=-5ea, ceiling=-12 I SOLAR WATER HEATER CALCULATION NUMBER OF 1EDROOMS IN HOUSE <tiyv i4?oyttik;>�t" HOT WATER TANK CAPACITY {.yy y4y1y.-0'{'Vy'yyty4yv. TANK CAPACITY PER BEDROOM (=tank capacity _ number of bedrooms) DCR OF COLLECTOR ( daily collection rate in Btu's at 122°F from Mfr. data) :;k3yi$yM1y �• `°I�p }�{ DCR PER BEDROOM (=DCR=number of bedrooms) :•:;�?>�'�;,•.yooc�:;;, HOT WATER POINTS (from table9c) Attach copy.of collector rating certificate. Collector must be mounted within 30° of south. HEAT RECOVERY UNIT CALCULATION NUMBER OF BEDROOMS IN HOUSE HOT WATER TANK CAPACITY TANK CAPACITY PER BEDROOM (=tank capacity : number of bedrooms) HRU CERTIFIED RATING (in Btuh per ton) BACK-UP SYSTEM (electric or gas) HOT WATER POINTS from table 9c) FORM 901- 456 HIGH RISE CALCULATIONS ZONES 456 WINTER GROSS SUMMER GROSS WINTER SUMMER 1 COMPONENT AREA WPM T POINTS COMPONENT AREA SPM ,-POINTS, in J Qwyw 3 w It 5 o m RO-2.9 191S J Q 3 w w v o ® 0 RO-2.9 23.8 R3-3.9 SV,,' 11.8 q /��/� R3-3.9 �� 13.7 R4-5.9 9, S R4-59 12.3 R69 UP 8.2 R68 UP 11.4 adz LLm w ca>R19&UP RO-10.9 17.3 wxW a¢z cr wcu> RO-10.9 2S.2 RII-18.9 4.1 RII-18.9 11.4 2,1 R198UP 8.4 COMMON /a0 9.7 //C� COMMON 6 # 3 1 7S� N Cr O O C3 SOLID WOOD G 162 6 3 S �2 N Ir O 0 SOLID WOOD 0 45 9 INSULATED R5 1S0,8 INSULATED R5 18 4 STORM DOOR 76.6 - STORM DOOR 36,6 STORM DOOR R5 69 . S STORM DOOR R5 is COMMON COMMON RO-10.9 42.4 o RO-10.9 41.2 aRII-18.9 Q S,S RII-18.9 11.8 R19-21.9 3,4 R19-21.9 6.8 O z J V w w z O z_ J U ¢ W z ' R22-29 2.7 R22-29.9 6.5 R309UP /31c 2.2 2 SSa R306UP /3jo 4.7 C/S 7 m ^ W2 0 w- Q~ a RO-5.9 42.4 f ci c F a RO-5.9 41.2 R6-7.9 9.7 R6-T.9 19.8 R8-9.9 7. S R8-9.9 15.1 R10-11.9 6. 2 RIO-I19 12.8 w 0 iz _ w0 o? z RI2-18.9 SOS kip -mg 9. 3 R196UP 3,4 Riga UP 6.8 N in COMMON I 6,olCOMMON 3.4 0 RO-6.9 1°.i W 3 RT-10.9 a a Rif-18.9 3� i i R19a UP 2.6 O 0 RO-2.9 12o0 L Z F R3 -5.9 7.6 W Ir v R6-10.9 5.9 0 0 RII-18.9 4ip 0 R199 UP 2.9 COMMON 6.❑ 00 RO-6.9 S 4 v 3 117-109 2j-3 a v, RII-18.9 ° 0) \ 2 m 4 z M RI9&UP 1a8 O O RO-2.9 6 o 4 w W R3-5.9LL 4. w R6-10.9 3# o' Z 0RII-18.9 2, Riga Up COMMnnI 1 ! mow EDGE INSM QaxW'R0-2.9 J 02 R 3 - 5.9 mot R6EkUP IS .:ry4 ay w 4 •: Aix x '�..W � � , s`'.'�`"'"�' XiC. ;` (q U) Q J 0 OR, AREA SINGLED W O F G W P Q J C7 OR. AREA SINGLE DOUBLE S O F G $R CLR. TIN. CLR. TIN. N 101.3 67.2 /-U Wa3- N /e 176 9147 /-o a� NE 101.3 67.2 NE 263 221 226 189 E 0 101.3 67.2 _ 3 03.68 E0 356 307 256 _ q /o• SE 101.3 67.2 SE 339 285 293 245 S G 101,21 67,2 - % /�S £ 36 S /6 272 230 193 .70 2-Ell W 101.3 67 2 SW 339 85 293 245 W 101. 3 67 2 �� �i6 W o 356 9 )307 256 . CU a 0 N 101.3 67.2 N 263 221 226 189 H 3.5 21•2 H 591 494 521 434 a ,V/ 3970. y-� r" G as 6 6/3 . a v /3 _ b 06. o w /3 . o H=HORIZONTAL GLASS (SKYLIGtITS) FOR TINTED GLASS S.C.00.83 SEE SEC.902.Z(d) 411111111111- TOTAL GROSS WINTER POINTS /�9009 11 TOTAL GROSS SUMMER POINTS 17A � f- g I°FIBERGLASS oo F 1°FIBERGLASS 72376 1.5 "FIBERGLASS 1.12 1.5"FIBERGLASS 1.12 DUCT IN COND. SP I.00 0 DUCT IN COND. SP 1.00 0 from table 9A [543�o x / o 1,5-�36o II CSM from t R AREA (DIVIDE) 6.360 : /3/0 1 �3_ 11 FLOOR AREA CREDIT POINTS CEILING FANS IMULTIZONE A/C I VENTILATION from table 9 D NOT MORE THAN 10 TOTA C E PENALTY POINTS p aa IN COND. SPACE INOPERABLE WINDOWS from table 9E 3 OTHER TOT TOTAL pp FORM 901 -456 ZONES-456 9F WINTER OVERHANG FACTORS(WOF) FEET N NE E SW W NW 0-.99 .00 ❑099 ❑o8S❑ 1-1.99 . ❑o99 0,83❑, 2-2.99 0,99 ❑,84❑,6S 16o ❑986 ❑099 3-3.99 Do99 ❑o86Oo70 ❑s87 Do99 4-4.99 ❑,99 ❑o88Do76❑.895-5.99 1. ❑❑ ❑, 99 ❑. D. . o6-6.99 9 ❑09D.86 ❑o93 ❑o99 7-799 1.00 0.99 ❑093 ❑r8 r87 0r90 D.9S Do99 8-8.99 14 ❑ 1.00 0.96 ❑09 .92 ❑o94 ❑.97'1o00 9-9.99 10❑❑ 1000 7 D,9 ,94 98 .0❑ ,00-10991, 09D.9o9810 Do98 00 118UP 1000 100 1.0 1000 1400 1.00 A- . , •- • -� I�I .. 1. 11 ■R14111 MIN■■ Ii111R11 .�. �I ■■ r a■ lil�Elrils-L-llilCnll�i�lwt.Lb7�li�hC-G��AI�1.. �� � � �- - RUN 1 ��1� ,..mm. l �. 1:_I= o MWA . �1 -: 1 : �� 1 l 1 _•�1 J 9A HEATING SYSTEM MULTIPLIER (HSM) HEAT PUMP COP 2.0-2.19 2.2-2.39 2.4-2.59 2.6-2.79 2.8-2.99 3.0-3.19 1 3.2-3.39 3.4QUP HSM 0.50 1 0.45 1 0.42 0.38 0.36 1 0.33 1 0.31 1 0.29 SOLAR. HEAT (1-% CAPACITY) X (BACKUP SYSTEM HSM) GAS HEAT 0.50 OIL HEAT 0.70 ELECTRIC STRIP HEAT 1.00 98 COOLING SYSTEM MULTIPLIER (CSM) ELECTRIC EER 68-6.99. 70-7.49 75-7.99 8.0-8.49 8.5-8.99 9.0-9.49 9.5-9.99 10.0-104910.5-10.99 11.0-11.99 12.OaL1P CSM 1.00 0.93 0.87 0.81 0.76 0.72 0.68 0.65 0 0.59 0.54 GAS` 040-0.44 045- 0 . -COP .0 .8UP CSM 1.50 1.25 1.20 1.09 1,00 .92 .89 No Note! EER- cooling mode COPx3.413=ARI rated cooling output in Btuh=total watts consumed. 9C HOT WATER CREDIT POINTS (HWP) ELECTRIC 000 GAS 12.2 MINIMUM CERTIFIED DCR OF 000 BTU PER BEDROOM AND 15 GALLONS STORAGE PER BEDROOM 18 i 2 SOLAR MINIMUM CERTIFIED DCR OF 9 00 BTU PER BEDROOM AND 20 GALLONS STORAGE PER BEDROOM 2163 MINIMUM CERTIFIED DCR OF 12,000 BTU PER BEDROOM AND 27 GALLONS STORAGE PER BEDROOM 22 o 8 AIL HEAT MINIMUM CERTIFIED RATING OF 1500 BTUH/TON 1 , 2 RECOVERY MINIMUM CERTIFIED RATING OF 2500 BTUH/TON 16. 7 UNIT Minimum hot water stora a tank with HRU-40 allbns Note! Daily collection rate (DCR) is measured at 1220F using FSEC Standard Florida Solar Day 9D SPECIAL DESIGN CREDIT POINTS ( C P) CEILING FANS ly CONDITIONED SPACE-5POINTSMAX. I PER FAN NULTIZONING A (Zones must be separated by operable door,)- 5 POINTS MAX. PER RESIDENCE 5 WINDOWS ON I WO OR MORE SIDES OF A ROOM (Excluding Inoperable or Corner windows and bathrooms.)-5 POINTS MAX. I PER ROOM vyl 9E SPECIAL DESIGN PENALTY POINT (�� �� WASHER 8 DRYJR IN CONDITIONED SPACE. s; MAXIMUM OPENI � OF GLASS LESS THAN 40% OF TOTAL GLASS AREA _ � r _ 5.+.ctP��yyy<�-Ah. ... .'«�.-. .:$w�(_. ,a.�'-"...,. _: -__�. .. ... � ,..-. ._ •laze FORM 901 -456 FLORIDA MODEL ENERGY EFFICIENCY CODE w" FOR BUILDING CONSTRUCTION BOB GRAHAM SECTION 9 GOVERNOR'S ENERGY OFFICE off,•„' GOVERNOR POINTS METHOD LEX RESTER, DIRECTOR PREPARED BY:BRABHAM KUHNS DEBAY-CONSULTING ENGINEERS PROJECT NAME AND NUMBER % z-3-a- BUILDER OWNER STATISTICAL DATA ZONE: FLOOR AREA ROOFR-VALUE HEATING SYSTEM TYPE yS sq.ft R- So STRIP: [ HT.PUMP;❑ GAS- ❑ OIL- ❑ SOLAR ❑ EPI WALL AREA WALLR-VALUE HOT WATER SYSTEM TYPE 5_ 3 (� soft. R- 3 , ELECTRIC® HT REC.; ❑ GAS: ❑ OIL, ❑ SOLAR - ❑ Air, SYSTEM GLASS AREA WALL CONSTRUCTION NUMBER OF UNITS PER STRUCTURE EER- F_s ao sq.ft. CBS: ® FRAME; ❑ SING.FAM:❑ DUPLEX ❑TRIPLEX: ❑ OVER 3 THIS DATA TO BE SENT TO THE GOVERNORS ENERGY OFFICE TOTAL POINTS CERTIFIED BY EPI=7 MAX. ALLOWED= DATE Fewer total points mean greater energy savings. ]MAXIMUM ALLOWED EPI from Appendix E common: walls=5ea, ceiling=-121 I_ SOLAR WATER HEATER CALCULATION 1 NUMBER OF BEDROOMS IN HOUSE HOT WATER TANK CAPACITY TANK CAPACITY PER BEDROOM (=tank capacity 'number of bedrooms) DCR OF COLLECTOR (daily collection rate in Btu's at 122°F,from Mfr.data) OCR PER BEDROOM ODCR_number of bedrooms) HOT WATER POINTS (from table9c) Attach Copy of collector rating certificate. Collector must be mounted within 30° of south. HEAT RECOVERY UNIT CALCULATION NUMBER OF BEDROOMS IN HOUSE HOT WATER TANK CAPACITY TANK CAPACITY PER BEDROOM (=tank capacity : number of bedrooms) HRU CERTIFIED_ RATING (in Btuh per ton) BACK-UP SYSTEM (electric or gas) HOT WATERP61NTS (from table 9c) w FORM 901- 456 HIGH RISE CALCULATIONS ZONES 456 GROSS WINTER WINTER SUMMER SUMMER COMPONENT AREA WPM T POINTS COMPONENT AREA SPM-p01NTS w w RO-2-9]/,36 23 s 8 wcYi �� /�0113�� R3-39 y3�7 /3/S� R4-5.912.3 F-i 0 of z OJ rEkUP r,88 om J c0im R69UP11.4 Q ui . . wow RO-10.925.2 3 �mwRII-18.911 4.1 . 4>&UP ¢m w18.9 LL'�� 2,y R198UP8.4 COMMON /3� 9.7 13l9 C 0 M M2ON ,,,�; 6.3 8s 7 N O O SOLID WOOD O 162.E 2 r� 0 O SOLID < o45,9 Zle 1,'Ik4- 18 . 4 INSULATED R5 15p , 8 STORM DOOR 76.6 STORM DOOR 36.6 STORM DOOR R5 69 , 5 STORM DOOR R5 lSvD COMMON 1 COMMON I I 81m3 o RO-10.9 42.4 o RO-10.9 41.2 -18.9 SOS RII-18.9 11.8 aRIIrc Qz RI9-21.9 3,4 R19-21.9 6.8 ¢ wR22-299 2.7zR309UP 6.SR22-29 2.2 R308UPS4.7 7°a % Z Z >5 RO-5.9 42.4 RO-5.9 41.2 R6-79 9.7 R6-7.9 19.8 J 2w0 J �ci U O F W U w- a R8-9.9 7. S R8-9.9 15.1 QQ w o R10-11.9 6. 2 w 0 RIO-it9 12.8 RI2-18.9 SOS R12-18.9 9. 3 zz Z? RI98UP 3,4 Rig 8UP 6.8 N COMMON T 6to COMMON 3.4 o RO-6.9 yp,2 o RO-6.9 S.4 RT-10.9 4, 2 3 RT-109 2.3 2.0IL, a RI99 UP 2. 6 R19a UP y i 4 a m "' o M RO-2.9 y2,p RO-2.9 6.8 O z O o 9 j w U JO j w R3-5.9 7,6 R3-5.9 4s4 o lL W R6-10.9 S.9 R6-10.9 3,y z o p RII-18.9 4.0 RII-I89 2.5 Lw> Rt UP 2.9 R 198 UP 1.7 - COMMON 6. ❑ COMMON 3, 4 60.1 sass 4519 30.6 (A (A Q J G9 OR. AREA SINGLE D WOF G W P T� Q -� � ;emu ,.�. ,�; OR. AREA CLR.,l TIM OUBLE' CLR.ITIN. S O F G S P ' N 101.3 67.2 N 176 149 147 124_ NE 101.3 67.2 NE 263 221 226 189 E 13 101. 3 67.2 E 13 356 29 307 2S6 SE 101.3 67.2 SE 339 28S 293 245 S O 101.3 67.2 D os2 S O 272 29 30 193 -70 6/2 W 101.3 67.2 SW 339 8S 293 24S W �' 101.3 67.2 W 356 99 7 256 O /3 S N 3 101. 67.2 NW 263 221 226 189 H 3.5 21.2 H 591 494 S21 434 r 0 v as 2 r 1fo 3a �3 5 -771 S 0 33 S /3 H=HORIZONTAL GLASS (SKYLIGHTS) FOR TINTED GLASS S.C.t0.83 SEE SEC.902.2(d) .4. �� k4l 11 TOT POINTS i--- t— I°FIBERGLASS 1 1.15 /S 67 111-- o J ja. 1" FIBERGLASS J;"Z4Z 1. 15 7 ) ' 1.5"FIBERGLASS 1.12 1.5°FIBERGLASS 1.12 : DUCT IN COND. SP I.0 0 � � � DUCT IN COND. SP 1.00 WINTER POINTS R POINTS CREDIT POINTS from table 9D CEILING FANS MULTIZONE A/C VENTILATION OTHER TOTAL CP NOT MORE THAN 10 TOTAL C EDIT POIN PENALTY POINTS ,,from table 9E W.B;D. IN COND. SPACE INOPERABLE WINDOWS OTHER T 0 TA L P P : 3 FORM 901 -456 ZONES-456 '['fit ■ ■ C■� a �� e � ei'�L••C-1 �� ■■■®--■ a :�■_e■ I�CL•1 Q'� ee �■ �- a _:e I e e e C�iTiT0 a �� ■ ' • �ii7 e e e�GL'7 e � � �Ji�15! ■ lefL-inlbL'd Bonn e■ ee ■■ eu e■ ■e ee ee I ■ ■ ■ ■ �IIITI�RTI�IRT1 I�IT`IlITi7 �I ■■ � e■ G�LT1s 1:fCt1 a •:��'ICG1 ■ }�- • t ■ ■ ■ . [itLL•7[e�lki�.tira�■j�k,'LdEC■.�.Li �■ •: ems_■_■ 00 9A HEATING SYSTEM MULTIPLIER (HSM) HEAT PUMP COP 2.0-2.19 2.2-2.39 2.4-2.59 2.6-279 28-2.99 3.0-3.19 3.2-3,39 3.4QUP HSM 0.50 0.45 OR2 0.38 0.36 0.33 0.31 1 0.29 SOLAR HEAT (1-% CAPACITY) X (BACKUP SYSTEM HSM) GAS HEAT 0.50 OIL HEAT 0.70 ELECTRIC STRIP HEAT I. 0 9D EER COOLING SYSTEM MULTIPLIER (CSM) 6.8-6.99 70-749 Z5-7.99 8.0-8.49 8.5-8.99 9.0-9.49 9.5-9.99 10.0-104910.5-10.99 11.0-11.99 12.013UP ELECTRIC CSM 1.00 0.93 0.87 0.81 0.T6 072 0.68. 0.65. 0.62 0.59 0.54 COP 0.40-0.44 045-0.49 0.50-0.54 0,55-0.59 0.60-0.65 0.65-0.69 0.70BUP GAS CSM 1.50 1.25 1.20 1.09 1.00 .92 .89 Notes EER= cooling mode COPx3.413=ARI rated cooling: output in Btuh=total watts consumed. 9C HOT WATER CREDIT POINTS (HWP) ELECTRIC s GAS tit r 2 MINIMUM CERTIFIED DCR OF 6000 BTU PER BEDROOM AND 15 GALLONS STORAGE PER BEDROOM 18 i 2 _ SOLAR MINIMUM CERTIFIED DCR OF 9,000 BTU PER BEDROOM AND 20 GALLONS STORAGE PER BEDROOM 21 r 3 MINIMUM CERTIFIED DCR OF 12000 BTU PER BEDROOM AND 27 GALLONS STORAGE PER BEDROOM 22.8 A/C HEAT MINIMUM CERTIFIED RATING OF 1500 BTUH/TON 1 . 2 RECOVERY MINIMUM CERTIFIED RATING OF 2500 BTUH/TON 16 s 7 UNIT Minimum hot water storage tank with HRU-40 gallons Note! Daily collection rate (DCR) is measured at 1220F using FSEC Standard Flonda Solar Uay ff SPECIAL DESIGN CREDIT POINTS ( C P) NS IN CONDITIONED SPACE-5POINTS MAX.NGAI_ (Zones must be separated by operable door.)-5 POINTS MAX. PER RESIDENCE N TWO OR MORE SIDES OF A ROOM (Excluding Inoperable or corner windows and bathrooms.)-5 POINTS MAX. 9E I SPECIAL DESIGN PENALTY POINTS (PP) WASHER d DRYER IN CONDITIONED SPACE. 3 MAXIMUM OPENING. OF GLASS LESS THAN +40% OF TOTAL GLASS AREA ' ALL Fwd'*: PROTECTION EQUIPMENT SHALL BE APPROVED BY THE, FIRE: ST. LUCIE COUNTY • FORT PIERCE PREVENTION BUREAU � FIRE DISTRICT nimum FIRE PREVENTION BUREAU N�� Minimum APPROVED �"� a i FIRE PAARSHAL SUBJECT TO: /)// IN-TAEL7%0Ns ®ifY �1Ce pTfvettiio� DATE INSPECTOR 1. SOUTHERN STANDARD BUILDING CODES. Fmming -- 2. NFPA NO. 101, LIFE SAFETY CODE eau , Pn®ne 465 6655 Date �-21 / o � Fire Stopping . Fire Wall 1p���- final _ Fire Marshal r> a FORM 901 -456-' FLORIDA MODEL ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION BOB GRAHAM SECTION 9 GOVERNOR'S ENERGY OFFICE ur,,�` • GOVERNOR POINTS METHOD LEX HESTER, DIRECTOR PREPARED BY:BRABHAM KUHNS DEBAY-CONSULTING ENGINEERS PROJECT NAME AND NUMBER BUILDER OWNER STATISTICAL DATA ZONE: FLOOR AREA ROOF R-VALUE HEATING SYSTEM TYPE sq.ft. R- 30 STRIP: F I HT.PUMP-❑ GAS- ❑ OIL- ❑ SOLAR- ❑ EPI WALL AREA WALL R-VALUE HOT WATER SYSTEM TYPE o sgft. R-�aS ELECTRIOa HT. REC.-❑ GAS- ❑ OIL- [I SOLAR- ❑ A/C SYS EM .71 GLASS AREA WALL CONSTRUCTION NUMBER OF UNITS PER STRUCTURE EER- S S sq.ft. CBS- FRAME ❑ SING.FAM;❑ DUPLEX: ElTRIPLEX: El-0VER 3- THIS DATA TO BE .SENT TO THE GOVERNORS ENERGY .OFFICE TOTAL POINTS CERTIFIED BY EPI= MAX. ALLOWED= DATE _ Fewer total points mean greatu energy savings. ]MAXIMUM ALLOWED EPI from Appendix E common: walls=-5ea, ceiling=-12I SOLAR WATER HEATER CALCULATION NUMBER OF BEDROOMS IN HOUSEoyo{c;o HOT WATER TANK CAPACITY 4Q >o C+~aP,O '11ji�;4,• ^,1'-011Y•�vP�vi�,4PM1v4J TANK CAPACITY PER BEDROOM (=tank capacity' number of bedrooms) 1. �Q 1L¢{41¢4{•M111y11L�11.M114{,1 OCR OF COLLECTOR (daily collection late in Btus at 122 F,fromMfr.data) { 11}y1y}111' DCR PER BEDROOM (=DCR=number of bedrooms) %' 1{1 HOT WATER POINTS (from table9c) Attach copyof collector rating certificate. Collector must be mounted within 300 of south, HEAT RECOVE NUMBER OF BEDROOMS IN HOUSE _ HOT g 44TER TANK CAPACITY TANK CAPACITY PER BEDROOM (=tank copaci HRU CERTIFIED RATING (in Btuh per ton) BACK-UP SYSTEM (electric or gas) HOT WATER POINTS -( from table 90 ) RY UNIT CALCULATION number of bedrooms) FORM 901- 456 HIGH RISE CALCULATIONS WINTER GROSS SUMS WINTER COMPONENT AREA WPM . POINTS COMPONENT NE GROSS SUMMER AREA SPM ,, POINTS w RO-2.9 19.5 w RO-2-9 ¢ U K v R3-3.9 SAS 11.8 �s�% R3-39 S S 7KUZ of z of R4-5.9 q,S R4-5.9 F3s R6$UP 8,2 R6&UPJ N om p -j J 0m J Q Q wYw RO-10.9 17.3 wYW RO-10.9 25.2 3 mow <F, z 3 Mew <mw RII-18.9 4.1 RII-18.9 11. 4 wmw m> Rig &UP 2.1 wco> R198,UP 8.4 COMMON 1 3o 9.7 3 COMMON O cl SOLID WOOD 0 162. 6 �,�� U) O O 0 SOLID WOOD Q 45.9 INSULATED R5 1S0.8 INSULATED R5 18.4 STORM DOOR 76.6 STORM DOOR 366 . STORM DOOR R5 69.5 STORM DOOR R5 COMMON y, 3 COMMON y o aRII-18.9 RO-10.9 42.4 v a RO-10.9 41.2 S,S R11-18.9 11,8 RI9-21.9 3,4 R19-21.9 6.8 O z_ J U rc w z p C7 z_ -'I W U ¢ w Z o R22-29 2,7 R22-29.9 6.5 R309UP 2.2 a f" R309UP 4.7 m w2 m F QQ RO-5.9 42.4 N w F F a RO-5.9 41.2 R6-7.9 9.7 R6-7.9 19.8 R8-9.9 7, 5 R8-9.9 15.1 w o iz R10-11.9 6. 2 0 z? RIO-11.9 12.8 R12-18.9 S,S Ri2-I8.9 9,3 R19aUP 3,4 R19aUP 6.8 ai co COMMON 6601 COMMON t 1 3.4 o RO-6.9 yp,2 00 RO-6.9 S.4 - 3 R7-10.9 4, 2 3 R7-109 2.3 w a 'v RII-18.9 3,7 a 'v RII-18.9 2,0 - D_ N Ri98 UP 2 i 6 p R198 UP 1. 4 - O o RO-2.9 12.0 O O RO-2.9 - 616 LL j W R3-5.9 7.6 JO U Z W R3-5.9 m R6-10.9 LL 4 cr > z RII-18.9 5,9 w z R6-ID.9 3.,, ® p 4U0 0 0 Rif-18.9 R19&UP 2.5 2.9 R199 UP OMMON 1.7. 6.❑ COMMON 314 1.Li C. �, W a'� Q ¢' W J " f Z oln Zo �, EDGE INSULATION PERIMETER WPM G W P • lr •. r.! •r.1. M1 •.h .Vr • {,��r;�{���,r.y�iv�{<{+r'{ y;'•.:.;r•:;.C;L`{:{5;:y�?:>�;4r f:?:�::t:•.'::v5:r�4 h Lir q {'r !h.{' r y rgq•.L lr } {' r rj. rrf.Q •r!{ {} >r{•a�t};{o{,{}'ra-yyy�ilr{!fi}x{hr�4h4Vyrfrr'{'OtrVigLrri4lr rrrRiPl4{ r'?+i{v.�{n{•`�,:r• ! {` rl{ A��L¢•{�f} r•`�ryjl{{{.�1•�1�rrh�j{llr if :{{L;Vq...r{yr�:gY. `•.{'•': 11f{{�:.{}{:r f^"K{na2`•.': {firry.}.`f}.'}l}r{•j l'} {•'Q{•�r4••{}r•' {lY 1:1 d. 1J.`�.:v`}r1 rq.•r... y ,>{<¢r,.a},. ti>h f•{¢<;h ^r;Y¢i' :`t}{5+{0�j�., 1{Ir{}r r}{ �:•.}{�:.L}}{•:}.V:`}Fti'}''} 1•:}h{:}:. R 0 - 2.9 60.1 !J .�' R 3 - 5.9 45.9mr R 6 UP 3 ❑ . 6 0 fA Q J OR. AREA SINGLEIDOUBLE W O F G W P U) Q -j C9 OR. AREA _ SINGLE DOUBLE S O F G S P CLR. TIN. CLR. TIN. N 101.3 67.2 N 176 149 147 NE 101 s 3 67,. 2 NE 263 221 226 189 E 101.3 67,2 .?,S- 3 9 7 E ' 356 lf24307 256 . S SE 101.3 67.2 SE 339 285 293 245 S 101r3 67.2 S 272 229 230 193 SW 101,3 67.2 SW 339 285 293 245 W a o 101.3 67.2 , g /Oa/l. 0 W ao 356 99 07 256 _ 5 3 o�G.ab N 101@31 67.2 1 NW 263 221 226 189 H 3.5 21.2 H 591 494 521 434 H=HORIZONTAL GLASS (SKYLIGHTS) FOR TINTED GLASS S.C.00.83 SEE SEC.902.2(d) 441111111111111, TOTAL GIRD i I°FIBERGLASS S a o 1.15 37/ci•a F- W F I"FIBERGLASS lca�o 1.15 G a 1.5" FIBERGLASS 1.12 L5 FIBERGLASS 1.12 DUCT IN COND. SP 1.00 T J DUCT IN COND. SP 1.00 FI nna eaFe tnlvinFl R7i.zD : //// 11 FLOOR AREA (DIVIDE) I5-3)43 T //// ._lam NALTY POINTS waaIN coND.SPACE INOPERABLE WINDOWS OTHER T0TAL PP DIT POINTS CEILING FANS MULTIZONE A/C VENTILATION. OTHER TOTAL CP i table 9 D l NOT MORE THAN I TOTAL CREDIT POINTS m table 9E ,3 3 3M 90 TOTALS 6 FER POINTS SUMMER POINTS mTER POINT CREDIT POINTS PENALTY POINTS ZONES"4 FEWER TOTAL POINTS ARE ENCOURAGED FOR MAXIMUM ENFRry cewur_� E Lr FORM 901 -456 NES-456 9F WINTER OVERHANG FACTORS(WOF) FEET N NE E SE S SW W NW 0-.99 IsOO ❑e99 ❑.8S ❑e5 .39 ❑ I-1.99 a ❑.99 0. 83 Oe5 .42 ❑.6 2-229 J., no ❑s99 0e84 Os6i IsSO 0e6S ❑e86 0e99 3•-3.99 0e99 0e86 ❑e6 .S7 0.70 ❑s87 ❑e99 4-4.99 1., no 0.99 ❑e88 0.7 e66 0.76 0.89 Di,99 5-5.99 1.00 ❑e99 ❑. ❑ ❑e .. . e 6-6.99 ILM 0,99 0.9 e80 0%86 0.93 ❑e99 7-799 1.00 0e99 0e93 0s8 s87 0s90 0.9S 0e99 8-8.99 1.00 1e00 0e96 ❑e9 e92 Oe94 ❑e97 1e0 9-9.99 1.00 1 e 00 ❑ e 97 0. 9 e 94 ❑e 96 ❑ s 98 1 e 00 10-1029 1900 1.00 ❑.98 ❑e9 e98 0.98 ❑e99 1e❑❑ IIaUP 1.00 1e00 1.00 1.90 e00 1:.00 1.❑❑ 1e0❑ VAN Z*W=WN t �i 0 Mal i III WonMv �■R111HR1111111111 �®t t 1 1 11 rM�1 i •.: rx i • : filL•L1[��1:k1i'LMi �M: a:f M, MIMORM �� •: � : [ice_ � rr ra � •�ili1-� �--�� 9A HEATING SYSTEM MULTIPLIER (HSM) HEAT PUMP COP 2.0-2.19 2.2-2.39 2.4-2.59 2.6-279 28-2.99 3.0-3.19 3.2-3.39 3.4aUP HSM 0.50 1 0.45 1 0.42 1 0.38 1 0.36 1 0.33 1 0.31 1 0.29 SOLAR HEAT (1-% CAPACITY)X (BACKUP SYSTEM HEM) GAS HEAT 0.50 OIL HEAT 0.70 ELECTRIC STRIP HEAT 1.00 9B COOLING SYSTEM MULTIPLIER (CSM) ELECTRIC EER 6.8-6.99 ZO-749 75-7.99.8.0-8.49 8.5-8.99 9.0-949 12.0aUP 1.00 0.93 0.87 0.81 0.76 0.72 M10.0-10.4910,5-10.99O-I1.99 0.65 0.62 0.59 0.54 COP 040-0.44 045-0.49 0.0-0.54 1 0.55-0.59 065 aCSM 0.70GAS CSM1.50 1.25 1.20 1.09 .89 Note: EER= cooling mode COPx3.413=ARI rated cooling output in Btuh+total watts consumed. 9C HOT WATER CREDIT POINTS (HWP) ------------------- ELECTRIC Ulu GAS 12 e 2 MINIMUM CERTIFIED DCR OF 000 BTU PER BEDROOM AND 15 GALLONS STORAGE PER BEDROOM_ 18 f 2 SOLAR MINIMUM CERTIFIED DCR OF 9POO BTU PER BEDROOM AND 20 GALLONS STORAGE PER BEDROOM 21. 3 MINIMUM CERTIFIED DCR OF 12,000 BTU PER BEDROOM AND 27 GALLONS STORAGE PER BEDROOM 2218 A/C HEAT MINIMUM CERTIFIED RATING OF 1500 BTUH/TON 1 . 2 RECOVERY MINIMUM CERTIFIED RATING OF 2500 BTUH/TON 16. 7 UNIT Minimum hot water storage tank with HRU-40 gallons _ Note Daily collection rate (DCR) is measured at 122°F using FSEC Standard Florida Solar Day 9D SPECIAL DESIGN CREDIT POINTS aic 14ones must be separate, TWO OR. MORE SIDES OF A or corner E (CP) -5 5 I PER ROOM a DRYER IN CONDITIOSPECINED CQL DESIGN PENALTY' PAINTS (P`' f OPENING OF GLASS LESS THAN,40Y, OF T07AL GLa.cc nce:n--------- __. 3 i • PAP ate• + `-- � i DRAWN CHECKED APPROVED .S CYO I of ,nmission Number 4-� O lot) LL 0 z 0 CL -F 3, DATE DRAWN C.ECK6D APPROVED Sheet A-1 of Commission Number � e H ' U 0 W Q p CD P�9 W m 3 W� r 0 0 W K z N f T N W Q Z J i1 cr- O J LL 0 Z O U W x is DATE — DRAWN CHECKED APPROVED Sheet A-2 of 3 Commission Number f x"� t i / tir M a s a I 1 x - u. ',iv�.��a}" ,x s '. �,z �y� W � t+luz✓ rc� \ T Ydt7_, TfLt?SS@S__.1_,- D.G, s y° J. n: 'a _. . � . `r ..� , � � � , +�..�,. �x, .. �, :ern. w+i i e� x. r r ,v'�;�r •� t ;� 4 a u?1sa�y El AE1 u/wcs dtl6tl{1�LT'P �.oeF I WD.btfv i kf Ji li I i r h r, I` a ;r } J J 1 n L. vx 1 1 4 i 4 A � I 4 r x " 1 t ' S f4 {m 4 f1fi . i i� � r 1 gnomon 4 x �t` Of ber ♦Num- ml x..ryw..TE+M�i9M.�L'SLI�'10fei96RYA�1�:?B]Y'O. 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F .F .. ..na � o H ' U 0 W L � C7 M 4 A � • !o'I � /may' A� U N W L may. wy,� T N � f Y e a I I z s 5 n Z J CL Oi J L� I Ui i I— Z a t DATE DRAWN CNECN[D APPROVED JUy' Sheet A-6 7 [C—ommission Number r s of 4 emission Number ■ ,. b•e r---------X I� t I i � J LUMINOUS t� (ouatrtolwV\ +f ONL ) VT O —--\ Y KITCHEN_ FLOOR PLAN UNIT "C" , x "CANS ilt6o-w- 4-4Nrwu6 GLoy1q 'PO tl.6 yINK 6tAPi eIAJ 19. bKrasAL� ft1�61 ; ¢l' \ArYL Eo'"6E,- ELEVATIONX„ .� c 1Ms. ti pp Iy"� � � I 'a19NWb.s*NSiz ,' , 04Y� lLUM11kJU�i G TE?J�Sti co MP. ' ONLY�.� UNfr%L• \ ❑ ❑ fi kti+t ar..,, " £ .... 4 k •.e : a" n. ,t I, . ,3^rgr F t { tciTCH�N FLOOR PLAN ' Al It ( � 3 b yyNIT V © �Y� O L' i ELEVATION o � o • m U a' c 0 W t � M 4 f7 Q A O ' Q CD J Q U N W 3 ® N of v r DATE DRAWN CHECKED 4K. APPROVED) 9 D Sheet A— 8 of nmission Number I tf r! A d yRites al y^iy E� n A e. POP5LF. 91 K eyWNW ,A._ -- -i— - - - -- PAi !?I2Y � 4. �Lo5E7 I 1 lJ t7Yvl.I rJ; O r � KITCHEN FL,00R PLAN "..i , , .G 9S v pin s. a.. 4 R nR lot 11* In I'M 01m*y' .W,y, eA„y :.... 40 _. �a g a �"r .r +. 5... I., s4 P•'1 4: ,. b. t x n, rt. � «:. -:. o . a I ..... «r•,. .. '. M ev ^v�� rt ... rah' .:.e ` + t r. sd• fix,.... rc rs, r ue ,•. n f.: ,.. .•w,...V. '.4,. -, .<. w•. •L.. Yi .. .. ! ;..w. 1 �. .• , ,.T .l xr t.n. .- . • -.. u :..... "�: ,- ,rf.,... t...+H.,- - : , r "..... 'C. Y.. ., .. .. l �.. w.. , „- .r ,k...,.. ... « .- •. , : - .. .... J ....::.,. u. .L... . e ,.",•.. • .. L ., • . v A 7 n r e `k ... 1,u Va ... �.5 •. .. ..Y, ....:, i.µ r r, r,., .... • e.„- - .. ,.... .,r .. .. -,... ,. ... moo,.-.r .A: : ..+m EI. r ei .R` . r. •. :. , ai.. .t ..'.x .J ar._ ...a.. .> .... , .. •'< w « .- .. '.:. :i: •.'.r:..A yn+. sf ,s . Cie.:: .', `. "" r: ., �5 � 1 I. Y y PYYf .ii�.s tty?� ".Y"�. ^.(t ,'T "5• .?:; .�y:.M��� `r'A''}}` .:. d: ..• ry .. 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I �1111 - ",M 011'111�1 11 I �rj F 'M", ME M �X* , '�Yr p� IFIR ' '�O- p 00 RAM N SIM 'IMMAM!, IM a,=, w"M Aly lk6 0 Wr 7 7 7 0 M1 RM 11 MY ZFEN I 'I �5' D" 4� Y 115 n pi 4.NIAN-ta4. f 00�'��tl�jt m-;),�pg =a, NMI 'it r It N2 I rM, =- I I'M mw�-'m FOUNDATION & QB( Eh I— 'AI*'Tff4rA 01L!5 ^r-E I IM F P pff cor-1 Ar-fOg VF- HA,r;, vePEE C7 C*)Q�JF-P A,�JV 12.-15L,AD cp� CIPAPS WF-L.L, Cc>r-TAC,-rE!12 FILL— eF-'F- C71 3.-I'Or 47r f:2rCA r1 4, Nc" A AM df um K'a 15 LA, r-5G0r-1 far, ISKE 16, t-1 0 jz 49� PAMA6;aF-- 're" P T OT Jr�j c- 1i f- e w a rr -A'r - 1�1 ;�411--,HEO, nPT MU ��ijiwvf A'Q 1�4c-j Icy 1, a, J? 'e?0jL--6, JI DF- CArAbL.S -ri4E vr� w P6. -5L�^e7 "0 F, e A I M Frl - 'q igen p, -,"pq A, rt�7 �44 % ift A e4g,`7c G E� L- tm K� g -F ""j 1"I'w'Zol A m DAYE el':� DRAWN CHECKED Lt�" ig", APPROVED zt qj P-F Sheet 'Z fik J , V`7� S LAWRENCE F. WEM CONSULTING ENG %2 0S KNAM w. Ift TE of M" I - 334% - KiAIDA ;4 Tel. 661- 9697 Commission Number 171 `I':� I�j 7 V. A o�E 2 � 5 1 � s i rt ,y, W ; k'' ,„ a ..r. � ^ t F 7.. ✓ x to M 'P F"R tl R 'P YA�. if,"I'tYM R _2 R1'6 Rf6 R6-2 R0-2 R ^ � 9."a, x PY# k':�ty"�''<% f tr d �' .a fS Jim ia✓ R%�p�Fl. o- .uiY h ,p I I i �I tlr r n 8�1� Ik7k� rp \ P _ tit f ¢'�tl KA �m✓,t }1. 5� k » � � G� �p�3XY+Pt tp� ahu"r'm`" H"�'1°`�2'h ISIE��'�FA �* i�5<�.:yw ` \ / iS`iw# ���� y��V'. $y d '@nc. 'k k rrtIPd i. k#kiy arh �% It �yy�y, 4:!1i: .. K'Ap Fa-^;;: D-3 L_J L._... SXS GONG. CAP ov I-(ij W/ 2 4-�GO A E-L..t W R6-3 CTYP•) ae- 3 a s s x A &", 4 F K~ bi � rcY I 4 ,. •: r 7 .,.,:. at , v... XS .... ,;. ., ,..,,_ tr. a a, .. A. w~ + n#%$ r #- �� e' m ..:'2 x Fs . + rck n kw: s'k ,.� ..... ",C r,u I i q i�,' •,'t. •n .. '..�:' "� ..e!:.. S' � ^�.. : ,�,:„ .., , rn, a, .,: :..' 2 # wa �, I k,� y:,;i. n 'iq I•�y..;;': �r+d P+,.0 {... rcf,,w Ya .s..: S. }8'� �A'y,sa , r t r �. .'S:�Sd �ll ��r Rs:ilh yi ilKk ! s!°,:g'� .;Li' "'�'aw .rf �,,nW i* �i "t�lu.9 «�4i kF r{ d # i ° P .: yt #Irc 3 ys' :„y,,.,- , P':',. 3/4A r®® F." FYV". :jT L r �a16T IiA��6 �LKGAPAGITY Mi fTYP.} e LLB, a r, 0 L 1.1 r� ® 4-' 4 0 �1 1 0 POO i�l r N m jl•� ® N u9 I N w 0 9 >K h i DATE -2• S44 DRAWN 1 CHECKED APPROVED Vw Sheet S-3 LAWRENCE F. WEISS - CONSULTING ENGINEER ` 6620 S.W. 77th TERRACE 15 of S eo MIAMI - 33143 - FLORIDA Telommission Number 1t 6Gy1 MM •• ,S:S. ' F 4µ1ui d SG'.s5 =:om r m a Gg 1 YRi iaM��i "5f�(� ��Mn''L1 Ys i 2 Y t SykM q�W¢AS INN Nk?d n �q/��sR �nm oqv 1 E} u � 4nn i p Po T, j{{ I r-IE'(Al. SEA �lu(Ze+ �t'�A.P AT EA "�RuSy_ x V --- pro Et-.t16 ■M ' 01101 EM om pp�� Il.11l■ ry$.rv. iY-.�r —W� 6EAR;IJC,� FL-AlE EL t a-f 'rRd95 MAr,J LJr. ' 9k l69 n r �Y e n � 4Y � ry 2M r'F itu W.� aM1. 3 dk 4- rE NI P. �o p M " gil p p p r y r +" R y + r l,y(\rrt5tir P 'r LaOk rFtr ��� SECTION « 3 SECTION 4 J 1/2^ = it-o^ s 4 M . Y f P e 5LA k ? ra d rq , e "' a rv': ..,:" rv, , :._e T ra n•J: t ee. „}:cr ..e..o-. .,r ,.:.. , ,;. :. t.{:� n .r:,-. wF.e. r: t e ,.. «-ka,ew.. �l.r ,?:-1 rc . ,. " yr" �a �. N;xE4. *x"+. .�!"" ..4'x ,.- ,# $s m � ' FPS mtesY.^.E i g �k r;, k .�. , .w 7Y ��`` � ii'i +�, JW }•ef� C S V o § 5: ,k # '*'< .ui �� a (t Y cl✓`i ,�' l" § Y-, X'f 'ye µ al 'n"'✓"5 .a �.y P. ',"o6ag�rS`t�sn� �f $Y +, 4 '" azv�,�i" `'z ,� sa ,a•« ssz .KM„Y�hr>fS�.i DATE e n,"''izw'a YA"1' �>3"'{''R +,fir »t✓ i�iN xN �V v x '=+ 'aarLf �l :P r (� `T� % `& {>H5 t f� "+' fp k? >" A L +^'i 4t CMECNlD � r' �'p�.+��$}<� �?+ k�stay'�'d ' : �� " jyst%Ni °Sf zp d .ASi w` u d 9v "Pi4"&FhFlka s k y :,w q `AY Sheet � B .0 p i a s y "y '? ks aitCu n � "$S�•�a�.q. � n � y , _ _INS-4 +u✓ F +..n 7, * {tY x y�°"x"kwt`fk¢� Yr•cs w vE ev, y� i }d n r r x LAWRENCE F. WEISS u� CONSULTING ENGINEER A FE t tl� 5 e z \ 6620 SX 77th TERRACE 4 4 of + ° MIAMI • 33143 • FLORIDA 1 • Commission Number TO. 66 4697 Co son Ot sm COLUMN Yv SCHEDULE'�� MARK SIZE REINFORCEMENET REMARKS BE IL CAP L I 311 3° %411 S/glx0-II��KO�_IIII s <o F 5,L :I��E� 2 8'Ix1211 4-4 77 81xI2" 4-4 FOOTING SCHEDULE MARK SIZE R E I F 0 R C E M E N T REMARKS LONG TRANS. F 3,0 3-ox31-o"xl-o" 4# 5 4 k 5 W -3l0 310 i1 A 1211 4 *;5 Gorl'r +L1¢ 24," 12i1 3 #5 canlr, wr_22 2211x loll 2#50,9l4r co � '� '"� � • } t �>�� �? is"s '� �' ..w g "-*' '�j 1u ,^'��,-'�' i +� -0S r" x �+r z r s . -I'oP SL-,a� 2EII�F, GE1�rE(ZED , 011 COl„ (p20�/IDE 2 Pj? 5 )r11LI. ov6K eL.rjL. TgP4 e,T� _ '/4 /I-lar, 40116 I�u g/6' m !I rofl 10,or� I QT I I �' 2 1a110`6,A,e, I ' I 0 4-1/Z' A-325 A.B. W/WASHERS 8 N61S STRUCTURAL TUBING COL. FILLED W/CONC. (SEE SCHEDULE) -'i"� Ir4'MIN. i ;l � I a I I DBL. MESH. DBL. MESH. TOP OF SLAB I 1 4" SLAB ON FILL W/6x6-10/I0W.W.F. EL. tO-0" 1 I f-ON WELL COMPACTED FILL x _x_ x x xx xN- Pr 1/2 NOW 1i 11 LEVELING GROUT S rJ 12"xl2"CONC. PEDESTAL W/446 VERT. ei]#3@c 12" TOP OF TS.— EL. - "- SEE PLAN STEEL COL. FOOTINGS DETAIL N.T. S. PROVIDE STD. HOOKS WHEN COL. TERMINATES 3 TIES AT 3" "/c 3 TIES AT 3" a/c CONC.COLUMN (SEE SCHED.) DOWELS W/STD. HOOKS OR CANTILEVER "L" WHICHEVER IS GREATER CANTILEVER TOP BARS CONTINUOUS TOP DROP SLAB TO TOP OF OPN'G PIP AS RQ'D. 8" X 8" BOND BM W/ 2 417 6 EXTEND 2'-0" PAST EDGE OF OPENING EA. SIDE 2'-01, OPENING 2'-0111 FILL TWO CELLS/ \WHERE OPENING DIMENSION AT EA. SIDE OF EXCEEDS SPACING OF FILLED OPENING W/GONG. CELLS DESIGNATED FOR THIS PLACE MIN.OF 1#6 STORY. ADD REINF. ON FILLED 114 EA. CELL. CELLS TO MAINTAIN MIN. REINFORCEMENT. OPENING IN REINFORCED MASONRY e Iminmuiu� im• j11O11�� FILL THREE CELLS CORNER DETAIL CONCRETE COLUMN DETAIL - TOTAL No. OF#6 ADDED 9ARS SAME AS No. OF NTERRUPTED BARS MIN. Ok 6 T & 8 EA. SIDE OF )PENING * 5 T 9 B EA. CORNER )F OPENING NTERRUPTED BARS SLAB OPENING DET. LINE MIN. ISOLATION JOINT. CONTROL JOINT AT COL. N.T. S d111�EV4� 11=11101 1111111111 END WALL SEE PLANS FOR SPACING TYPICAL WALL A WALL INTERSECTION 21F 6 CO -tDROP SLAB TO DOOR OR WINDOW HEIGHT (SEE ARCHITECTURAL) 0.33 (L-1) 0.33 (L-2) WHICHEVER IS GREATER "C"BARS 0.2 "E"BAR OVER EXTERIOR SUPPORT LEFT OR RIGHT STD. 900 HOOKS BOTTOM BARS I CONTINUOUS "I" BARS EMBED 12 BAR DIAM. EMBED 12 BAR DIAM. " L-I ME L-2 TYPICAL BAR DIAGRAM N.T. S. NOTE 41 I : WHERE NECESSARY CONT. TOP BARS SHALL BE LAPPED 24 BARDIAM. IN MIDDLE 1/3 OF SPAN BEAM SCHEDULE MARK ELEV. SIZE REINFORCEMENT STIRRUPS�k3 BOT TOP " C" A E _ " I" NO. SPACING "EE'° REMARKS 277I _g-<%II 8'z12° 2#Fl 2# 1* C S'2 ToPX2o-o1i�EKl.IUTOhI�B) 26-2 g /v'/z° $j1><'1%Zr 2#Fj 2�5 e 19 -- Exr 5-0 1 To 20-2 . RB-I 8px 2dkCo 25- R6-2 +ICo. $II 8 K 15" Qak 5 2* 5 @ g ° _._ RB 4 $ x1211 2 5 25 @�p'1 RTb I(o-$11 Sil/Is11 �L�� 2#`' L�gaV'@ro"AroPEhiiJrm R A. Ps, vA�IES B'X1�11 2#�j 2 6 SLo AT WALL ,2 #6 CONT. *3 AT 12" 2 3k 5 A- �Mrui•u+ems STRUCTURAL NOTES DWG5, 1. SOIL STATEMENT * )�� U t S - 1 W 2. CONCRETE: A) Compressive strength of concrete at`28 daysi " Slabs on fill --------------------------------- 2500 P.S.I. All other concrete ---------------------------- 3000 P.S.I. B) Tests: A minimum of 5 concrete specimens shall be taken from each 50 cu. yds. or portion > thereof. Specimens shall be tested according to ASTM C-39, one at 3 days, one at w 7 days and three at 28 days. C) Cover: Concrete deposited against the ground ------------------ 3" Formed concrete in contact with the ground ------------- 2" Beams and columns--------------------- Slabs and walls -------------------------------------- 3/4" 3. REINFORCING STEEL: A) Reinforcing bars must conform with ASTM A615, Grade'60. B) Welded wire fabric must conform with ASTM A185 and be supported on slab bolsters spaced a ,. 3'-0" maximum on center. D) Fabrication and detailing according to ACI 315. E) All reinforcing mats(vertical and horizontal) may be prefabricated as welded structural wire fabrics with the same reinforcing shown or an equivalent area of other bars or grade ` are desired. Submif shop drawings for approval. 4. SOIL COMPACTION: Fill and backfill must be compacted to a minimum of 95% of the maximum density at optimum moisture as determined by the Modified Proctor Test. 5. SLABS ON FILL: _ To be placed on clean, non -organic soil thoroughly moistened before concrete is poured. Concret is to be placed on Visqueen vapor barrier or integrally dampproofed with "hydrate -liquid" or " equivalent in accordance wi th ith manufacturer's specifications. 6. APPROVALS: A) Submit shop drawings for item 3 above B) Submit laboratory reports for items 2 and 4 above.1� 7. COORDINATION: w..4—, Coordinate all dimensions, elevations and openings with architectural, electrical and mechanical drawings. Report any discrepancies to our office. MASONRY WALLS AND REINFORCED MASONRY:,;_`•` A) Bearing: Walls shown thuslDjn=in plan are bearing walls and they must be erected prior to the structure above being poured. 3) Non -bearing: Walls shown thus,. ,-!n plan are non -bearing walls that must be erected after the structure above has been poured and all shoring has been removed. Hold clear of overhead concrete until the anticipated deflection has occurrec C) Masonry construction is "Reinforced Masonry" as described in the Souther S-Cd ,130_�a ' Code, NCMA Reinforced Masonry Construction Recommendations and ACI-531: Building Code Requirements for Concrete Masonry Structures. D) Materials: IN 1) Mortar must conform with ASTM C-270, type M(2500 P.S.I.) 2) Hollow toad -Bearing Concrete Masonry Units must conform with ASTM C-90 with f m= 2500 E) Provide standard Duro-Wall reinforcing every other course. F) Lap all vertical bars 48 bar diameters. G) All grouting this structure shall be low -lift grouting. H) The contractor shall be responsible for quality control of masonry construction. He shall maintain full-time supervision of masonry work, including(but not limited to) dowel setting, block laying, bar setting, grouting and testing. • 1 �n 0 W � M a A � 1 CD J a A� U N �W Its/ Q Inz m I co LU OV- DATE Q'44'G,46 DRAWN CHECKED J/-y APPROVED G W Sheet S®5 LAWRENCE E. WEISS CONSULTING ENGINEER _ 6620 S.W. 77th TERRACE (j of V ' . MIAMI - 33143 . FLORIDA Tel. 661.9697 Commission Number � r hA / 26- -- --- Y CAP FAR' FUTIJI". z. S-aA)i a nary , w/vEA.,-T l T/Zd f - B. �A 1 � � I 1 C.O, I f i C. 0. SITE PLAN .J — — i POOL To/LET PKR .) I - 4 C O 4 - OX Sw, -POOL ll --I TE : C,W. METERS W1 5AChFL0W PREVE/YTEf� AT EACH/ 7�`R s'/Y4L L BE F4jR1V1s1-1E0 X //VSTALLED BY N. Y. S. W,,4TE'R Cc i I I I I I I I I 1 _ _ DATZ f DRAWN CN[ORaD Ar.Rov.D C �J ISheet I P- R tNcE F. wEl CONSULTING EWw I- F E R t-62G S.W. 77tn TFRRAC£ /% o � MIAM,I - 33143 - FLOR1Lk mmission Number 7ail 661-( B(n� C.O. 4 � r .+ �F� iR r: a` � ♦ x ¢v" a # �j fi+ # xs x1� a3 a � ugi ; X r� ✓e.: �'m �i'-£� r�ss�, e� '� '� } ? m x5�� , � �� by � ,. k"Ya?1A fV � f N ,•; N M I. 4" " UNIT "C" UNIT "C" Kw lie Y.�'I li_ awl N i r � 5/' MAN I m t tl 1 n i F k a i a d 9 u y" n v+ tN FRL h ✓ r w ,a L NOTE: POS lT/O/V/S OF COLLECTION L/NFS VARY. SEE" SITE PL A^',, GROUND FLOOR PLAN. SCALE,,', ' I/8" I' - 0' ,r x T o • w o V � c 0 L W � Q A O 0 J C C` U N W L ® a t0 h c � KTyy'� U 6 C 6 U C 2 a I W tl 0 z Q O. 0 O Z cc O oar[ I ORA W N CKCCKUD 8 -21 A"MOVto L ►V n"t P-2 Iq of 2G Commission Number Anowwommimman P- PING PJELOW GRD. PL , St ae 0 T. Gc.w• „/f �2 EL EC, W.H, — GL1AL. El.., GL, L/NED• E OR. PAAl Df,�. LINE "E V. H. & C.W. RISER DIAGRAM N.T. S . NOTE' GPD, FL,A-PT. PIPING SHOWN, Zµ0 FL. APT, PIPING SIMILAR EXCEPT RUIN AUOVE CLG, s x�l r+ diw#' SK w.C*l �3 i T. CLW IZ„ I T. T L, C,O 2n Sw• if1" fy T, SAN. PLBG. RISER DIAGRAM N.T. S. wu�@@'„r*'ti.^''� Mi !k' .. 14 _ _ I MORMON o H ' U 0 L A ' K O V/♦JI. • � r � O f A N W L b L rl N O a 0 a a o_ N_ Q F 0 ti CL Q O 'qq UJ Z W O I� Q b DATE DRAWN CNECKKD APPROVED -" hest P-3 20 of ission Number w t f Yv F max. 4 ' E h �M1 w C iW 4 K E� uL_, r I � LY I I TTo . 3" SH. I 2y 3" 2" h0 n �N. I U,w, GL'w' 7. 4 T.T. mg psi i T 1 i I GY II � I+ Y ke UNIT "B" - FLOOR PLA SCALE.- 1/4❑ = I'— 0❑ LAWRENCE F. WEISS CONSULTING ENGINEER 6620 S.W: 77th TERRACE MIAMI - 33143 - FLDRIDA T;,I. 661-9697 � r O I� 1 • b U C O C n t A4 a J O � C A U N n y! N O t b N .n 0 ❑ U W Z 0 a f W 0 m ~ Q 0 Z J o �Ld 4m y� O wn CN[CR■D� WItj ♦M110V■p awry heet P-4 L F of G falon Number r' r-{I.. t y'J.. ✓s.,. eY i 1x..r. a 1. 4.. ..:".. .rvY .., .#l, ..X i,yi1 y e � _I =1,77 .. y; I ,�a�''irin I a a.t +m�eS:.mr M1��6.y a# ban a ti<JoAsv.l e.MwwIlSJaI.kA-".�._c-. 1 ... .k -dy a.„w<i... .'>Z.ne.uSE .... rli., a.r_.i`'.Y.ua, uMF vPA.s -a.n ... �u.<.e..mn,vd'..xl .X au�&.Aw.x.N.:al�m.xAU4aukw.. ti. s"y4:•t+'>w �S'�Y`l` ��`F�'i��e��51�.tl ".,�TY.� �g�° .. H. & C.W. RISER DIAGRAM SAN PLBG. RISER _DIAGRAM N.T.S. o �I I 33i1 og, MC, 'aai Ha ryj W1, I a IF aAF F q 2 t 5\ K _ % # - 9 y , f� 7';2"vs— C.D. it T,T. I 4r E - ,- 4 5/4" c. w. vo 7b Ln%o iI a- y E3GXE:1 L*; F 5 1V5 FEW LAWRENCE F. WEISS CONSULTING ENGINEER 6620 S.W. 77th TERRACE MIAMI - 33143 - FLDFNDA Tel. 661.9697 0 DATE MAW" n T Y P. H. 81 C. W RISER DIAGRAM N.T S. # Ao"E'jm '4 pl2 d" SAN. COLLECTION RISER DIAGRAM N.T. S. I, - SIK. 2" 4r L Lrr l yp) I, yp') TYP. SAN. PLBG. RISER DIAGRAM_ N.T.S. ...... PLUMBING NOTES -C COND, DRAINS (12) P. C, SHALL FURN, INSTALL PVC A UN 314" LINE BELOW SLAB 7 CONN. TO DR, PAN 0 OUTSIDE R - PH VIDE 314" P-7 qAFS. Z - PROVIDE AIR CHAMBER -IAM&ER AT TOP OF EACH N, C. W. RISER, 3- RCJIV 1-14-C-W, P/1-:),F: GR4%1-'L-APTS.-43ELIOW FI-3 .4P7-,5,- Abr-)vc. CLG. H, I C, w P/P//vQ: -57-D. w7: G. S. 0 rlm. I, xr(z 5. y OR "L" cu. SAN. PIPING ; STD, WT. COATED C.1, SO//- PIPE 5t FTG5, FOR 2"-5"; 1I/2'137, wr G.S.,t G.C.1..0R'Gz=,1c-rGS. P17'CI-IALL SAN, LlIvEs (p 6 COORDINATE F43G, WORK WIALL o7*14ER 7-RAz)E,3- 7 SUBMIT C OA-fPl- E TE ic-IX 7- LIST TO OWNER FOR APPROVAL 8, PROVIDE ONE YEAR GUARANTEE oN wcpKmANsoqlp 40 A-Y47i-s- FIXTUq,= SUPPLIES LEGEND F XT. C. W. 14, W. L A VA TOR r TUB T. W. C. WATER CL 0 9E T W, C. SK. SINK SH, //a C L. W. CLOTHES WASHER f L. W. D. W. DISH WASHER 5. "1 NOSE SIBS W1 VAC. OA-R, D. W. C,W, COLD WATER W, NOT WATER W. V. 77R. WASTE VENT TNRLI ROOF C. O. CLEAN OUT "Z; C. - PLUMEING CCIVTI?AC7CR S. S. SCIL STACK S, D, GARBAGE DISPOSAL UNIT WID COA42, WASHER -DRYER TYPICAL A -- C DRAIN RISER DIAGRAM N. T. S. ---------------- J 0 O r o 0 z! cc Q) cc uj cc DAT9 2 DRAWN CHECKKO A�rwovlo heet 4 ` r s x, r1 '.�s, �i -.. � r xa`C#�x'ava+ns 4 ..�ia:..v`�. •iheS{faif�� r_: a ,;''fi,'t':r. / xP• 4 'i`� �'tr�� � �^#* �E,� � rq;'.3sl�'�' Irlf "+". "Yj nui I �� 4 pN '., �. 3se � tl SS:>�v �� �As�i Ys«r'en'`"'}', ., I � ■ � I a.c:.� g� 5KK �`jcR�� M{ .' wat i �,S•yb4�SXe � x ,!t� �.,.°�r '1t a. ,.,:.,...;�:taw+7.,�"i,'x'3P ,',:Pdk_,.iS'.10- v 'J; ,n ..� r, '�"3�X^n4, F: "ai'{u. .. .. _. ! ``vr m.z t €.ae a5 GROUND FLOOR PLAN SCALE 1/6" = 1t - 0" s�i'¢. ., f .y n i{"' . .:.�j..k, ye 4;:.:✓ V r'-ry •cth - . ��.t4 m.. q ' p6 a"- a,n' K. {1 :� , , . , 4 '" ,n : ;YS, !£ , h iv , .2f'"" r+ v...:r:. yT ".' ::, F an '• } :dr.. ", :: �•y. l:n♦, t :. .e 6 „�r�{., ...:,..:. .n u .asXi �' '�'.. , � . - x-,•.. .n 'N" k„ 1 yr , rt. p v . '�,. , �a s .. , . 1��j a e.. , .. �,. bFj ! .. . : ..,. r `VVY ,...:.,eurc,., Y•x','..:. �. .. }. � rY:_ , .: :+ _.[.. h- _,. a+ , fi......f.. :.. ,. ,.. d?x x, Ya,rt»,. a,i .: �s.� .. z,. <.,.€...`v.__. 3 x . >5 Y,.:un„ ,_.':a-... '§a <...,.. ..i.Y .-. 4rfie�. .an dF....k"•',tP � _... ,,� ._.. LAWRENCE F. WEISS' CONSULTING ENGINEER ...r"i . : L "i " !. Ph= . . .: if66L0S.W. 77 TERRACE,.... .",: w i ., ,„ !. , ..: _. :W , •.... _ k,,. Via, r YX�... . ,., ., J, ,..l..,., -. ., h....- e;#'..., .,... � . '°" Y.;�. ,.A^ ,c� a .... x..-,....ro .. S• _Y .. ,. _ „.. ..a ,._., , s,_.4=. ., hu f .,a... , -.ef � 5... .:, .:«>,+e ., r--_,.., ....+: _a ,t .,. ... a .":,g! !. 5,xs Mi M1 pl. A 33 � FL . • , ORID r... ..,. . w. ✓ hR .. ., t. a'P .. ,.. , r4+ ,.. v.. , n °� }t .uµ x ,. 0+7 .,, , i..,.. 1. .: w. P RJR .... ....... .. . ...rc ... ,. e. �., L.t , -.�TF. 1.1. ,N. ::; r, ,q ���, ... .,?}�a♦[L.rv"'r lS. ,.P ...:Y ,NY Y':, '.a'+. 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N!?.,.V+ 'T s , , , { c s „ r x. x ^.A � �" Qh � �`:u v .,. �i'.� .3•v 'Q�; ..k «,..2 � t ! - s 't `r, x '�M v7. , , � o F�1 C% All, O W L M M < AR' 1 0 Poo J g � o � A U N W G O L O N f N Y U D O 0 U w Z 0 N u ¢ Y r 0 , +y J 0 01 /j V /cc V C DRAWN CNiCR[D ARIROV[O C heat E-I Z4 of 3c, Commission Number f swomimmo 11 Z, . xJ it j R 'A" IIt UNIT B 00 UNIT 11 All UNIT 11CII UNIT fic 11 I ED -- I - NOTE SEE -L�W- frDR E-XAST LO CAr I C� 1 2, 0F C, U,'t'- IL ON Roo::=. - _- DD 7-Yp I nr 01 < H 4 > O C2 0� Y, > w "I, w r- F --I T-1), I i I - I f it 1 --_-I-- 46 7 .4-1- M-1,11 SECOND FLOOR PLAN SCALE 1/8" = I' - 0'1 14-11 D',w Zr I L6- I A �4 k .—Wsv _g WAR J pyrF g, LAWRENCE F. WEISS x.3 4p , ti a V%d. CONSULTING ENGINEER "K, "M 6620 S.W. 77th TERRACE r. a h" MIAMI 33143 - FLORIDA Tel. 661-9697 g 41�14j z 31 IN, � cr C 3 n O N-j Q. cc u� ui co DRAWN CHSCKKD sheat E-2 2of 3 r. mmission Number 8G 51 A 1 1 �1 Ni Ootiv, pq p 14 5 "! iA , it v Vitt, v WR n t',Z -A 0 M SECOND FLOOR PLAN R'X, �46,w -n SCALE: 1/8" 0" pti, I Z'Vgg� pgl z )V -w IT, P vs, v 4 A 12 ,y� 61" 6 Al 6 al, 111� 14,W 0,�774X, Am UE,�M Q �Ej a' M� "A ',�C ::t� "" t, i� � I 1W I- �4 60 �v 1-1 1� - R h ol ..... .. t, W� _kiavAl v tt, p 112 a i t2 L �F- tF111 7"A 7=k 0 z 0 I Aoki AOft CD 0 POO LAWRENCE F. WEI"' E-2 CONSULTING ENGtNEER 6620 S.W. 77th TERMCE MIAMI - 33143 - FLORIDA Tel. 661-9697 of Commission Number _�_A ,r ern 0,7 IM /yLm4, �p .. V ifhk Y ({ 1 77� 1. , Y � G �✓ —� r X,4 q i k fi W IT/ .rg '$'s�.; ,"�.r`k�x4gr, vm+t>, _ �% k, �q"s., .+"gym �. !T4'�m r,R yCi'S�":<'+, � 4 4 s �� •r �+ t,.m a ' x � " P ` :r EJ 1,4 MAN," rS t,w ,ia,y UNIT IIB'{ - FLOOR PLAN n SCALE: 1/4" 1' Gra .. +?... , , •,. -.��t, Y;,x�'x'+„¢='r, ,k ,-< 4F � r.`.0 �. Ali x <$, x� rm at„t 3,�,.,,i, ..�<. ,4 .. �,� w • .5&�"��t'zy+,tt' ,,ard: l,' �.:. v+i ,p,+ <,�: r &..,• 3 e'?"' j�£, �,,. Ca.. r �' 4r Si f r"' E � �i Y Y S.. �, ' ri: ,✓;, � M-6„ v, .,,, W r g..w.. , a ,,.:,. , }. ,m�.y1, 4 x ..... t'4'-,. . I t ,. ..v� a< < y'. t .s^ -:, -,..: }'A':, •, . , '.° .. . „q. , , "� ,`, x. .: n .z •-.. .- 3 ��,' a, ,.., .,r s:r <. ,a�ara u- rF: p m,. ,- :, , ,�* m 'i'4 : �"s ,,n,, � k. ..._.k,Y: d ..r. w> 'i"'. t x':' tr - , '. .:, -,£.;t. °'�,_'. C' .� ti -. _n. <. S'. ^. .k...: , 1::. x ,','i ".+, .,: ,-..,: *`.. 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"� .? ,... r<w ,r. s ?,yx :dfs i � ,aw. sw�F$ �^ <... ,.. , r ' >� :,. ;p: �,:+• y'i'S:.c: ,-r ., T .•, ,. ... ,w.. .��' ,...,.,. &', r..r„. ,.ma: .. `.:.}, .5. ,rbxr. ,e �' t ,.>-.„- r~�x.,. � `y, '-" a_' � 'm'<'?*.. �t S =a�"tt zF„e'�':' �� „`,3�".'� •r . a .nnt * ��}} ..:M V'i,. _§n y� � „.s.. �+,,. 1... ( }w.d '?"5 v "m'�.,<'✓n r v..e'..t, �: i"% Y 14" „- .k;�, ,�a.-.,.;;... � t �# �., ,,, s:_m.^ t} , ?`•-t,£.+v;�'s,, , <., ..o- .,.�� Y r x % ,�e r+'�i � `,..,iii�5::," �£ .1ta, �' +rei �,a_, ".r,t'}�.w E aa r. , .,t , .,,t av � :>u.:>::,r' -_ % _i �' '>`M=<n" LAW RENCE F. WEi:.S w, 'MCONSULTING ENGINEER g 4* `'v ."r 's-+u' , t . n . +,>•rsva <.;� <, z', l ''F . t :` s+ $ r ate': �a:. •, ,#'' 1 o620 S.W. 77th # « T vn< x# TERRACE ., n'c'` -: 1Rx ' r :- s ':.� �' .! #., i' MIAMI -33143 - FLORIDA r 't I!ri ,k , `'.; x".5n A< r:' :t <, ,3'}x e t', ` " y,..5.:n aa�,.,n� -; :::, i •. 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GROUND FAULT INTERRUPTOR N.L NITELITE qSEEI STRIP HEATER Q—O PARKING LIGHT FIXTURE NOTE: ALL SYMBOLS ARE NOT NECESSARILY USED IN THIS PROJECT. GENERAL NOTES (ELECTRICAL) I. COORDINATE POINTS OF CONNECTION OF AC UNITS WITH AC CONTRACTOR PRIOR TO ROUGH IN. 2. CONTRACTOR SHALL COMPLY WITH FP AND L CO REQUIREMENTS TO PROVIDE ELECTRIC SERVICE TO BUILDING. 3. CLAIMS FOR EXTRAS DUE TO MEETING CODE REQUIREMENTS WILL NOT BE CONSIDERED. 4. ARCHITECTURAL DOOR SWING PREVAILS. SEE ARCH. DRAWINGS. 5. REFER TO AC DRAWINGS FOR THERMOSTAT LOCATION. 6. PROVIDE FULL WIRES IN ALL EMPTY CONDUITS. 7. OFFSET 12" ALL OUTLETS IN PARTY WALLS. 8. IF PVC CONDUITS ARE USED PROVIDE EQUIPMENT GROUNDING CONDUCTOR AS PER NEC 250-95. 9. ALUMINUM MAY BE%OED AS FEEDER ONLY AND TO BE BONDED WITH COMPRESSION CONNECTORS. 10. CONTRACTOR SHALL PROVIDE ADEQUATE WIRING, BREAKER OR SWITCHES PROTECTION TO CONFORM WITH FURNISHED EQUIPMENT CHARACTERISTICS WITHOUT EXTRA COST TO OWNER. 11. SQUARE "D", ITE OR APPROVED EQUAL ARE ACCEPTED MANUFACTORERS FOR PAN 12. ALL 120 VOLT BRACH CIRCUIT RUNS EXCEEDING 100 FEET TO FIRST OUTLET SHALL BE MINIMUM #10 UNLESS OTHERWISE INDICATED. 13. VERIFY WITH TELEPHONE COMPANY ROUTING OF CABLES PRIOR TO STARTING CONSTRUCTION. LAY REN,L 1 . 'W ass WNSULTIN'- JiW, MIAMI - 331c. r'wr rtlDil �Y Tel, 661 '-)69i 0 a D e �1 V 0 W L � M M CD V ti W Z W to v QC W cc DATE DRAWN CHECKED L IA/ 4 PPH(%V ED ` `v An 1 2.1 of f'• i SECOND FLOOR PLAN SCALE: 1/81'- 0" Fjo F Q-T'p-7 •F�::It, 7t.r.i F + r_✓ FAIL G�i..tt-....� � , ILI 10 LAWRENCE F. 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