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Home My WebLink AboutRegency Island Dunes 95100554REGENCY ISLAND DUNES D"TrP-N- oA-T Department of Community Affairs SN: 5336 FLORIDA ENERGY EFFICIENCY CODE •'FOR BUILDING CONSTRUCTION FORD 600A-93 Residential C'om onent Prescriptive Method A CENTRAL PROJECT NAME: APART. D BUILDER: AND ADDRESS: PERMITTING CLIMATE OFFICE: ST. LUCIE ZONE: 41_1 51_1 61_1 OWNER: PERMIT NO. JURISDICTION NO.661000 CK . fL,. New construction or addition ,, 'Single family detached or Multifamily attached If Multifamily -No. of units r4:. If Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq.ft'.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b. Tint, film or solar screen 9. Floor type and insulation: 10.Net Wall type area and insulation: a. Exterior: 1,. Concrete (Insulation R-value) 11.Ceiling type area and insulation: 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 15.Hot water system: 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) a. Total As_Built points b. Total Base points 1. New Construction, 2. Multi -Family', 3 '2 4. Yes 5 .' 1853.00 6. 1.00 7. 9.00 Single Pane 8a. O.Osgft 8b.226.Osgft Double Pane 0. OOsgft ' - O.00sgft 10a-1 R= 3.00, 181.00sgft 12a. -R= 4.30 , cond 13. Type: Central A/C SEER: ' 10.00 14. Type: Strip Heat. COP: 1.00 15. Type: Electric EF: 0.89 16. 17. 2 18. 19. 96.16 19a. 29410.95 19b. 30584.20 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- I Hereby certify that the plans and Review of the plans and specifications specifications covered by this calcu- covered by this calculation indicates ation are in compliance with the compliance with the Florida Energy ,.lorida Energy Code. Code. Before construction is .completed this building will be inspected -for PREPARED BY: FF,64 JAC. compliance in accordance wi•th.,Section DATE: 2Igob 553.908 F.S. I hereby certify that this-bi-A1.4ng� is in compliance- with the Florid Code. OWNER/AGENT: BUILDING OFFICIAL:: DATE: /d / n t r DATE: ' SUMMER CALCULATIONS BASE __= I =_= AS -BUILT GLASS- --------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF "= POINTS ------------------------------------------------------------------------------ NE 54.00 82.2 4438.8 SGL .69 NE 47.0 70.7 .64 - 2119.9 SGL .69 NE 7.0 70.7 .58 287.2 165.00 82.2 13563.0 SGL .69 E 47.0 `98.0 .95 4375.3 1. SGL .69 E 21.0 98.0 .52 1079.5 SGL .69 E 97.0 98.0 .52 4942.6 SE 7.00 82.2 575.4 SGL .69 SE 7.0 100.8 .42 296.2 ------------------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA ------------------------------------------------------------------------------- AREA FACTOR POINTS POINTS I POINTS .15 1,853.00 226.00 1.230 18,577.20 22,847.49 13,100.70 , NON GLASS ------------ AREA x BSPM = POINTS TYPE R-VALUE AREA x SPM = POINTS ------------------------ WALLS---------------- ------------------------------------------------------- Ext 181.0 1.0 181.0 Ext NormWtBlock In 3.0 181.0 1.40 253.4 DOORS ---------------- CEILINGS------------- FLOORS--------------- INFILTRATION--------- 1853.0 10.9 20197.7 Practice #2 1853.0 10.90 20197.7 TOTAL SUMMER POINTS 43,226.19 33,551.80 ------------- TOTAL x SYSTEM = COOLING ------------------------------------------------- TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------ 43,226.19 .37 15,993.69 ----------------------------------------------- 33,551.80 1.00 1.098 '.340 1.000 12,529.36 WINTER CALCULATIONS BASE __= I =_= AS -BUILT GLASS ---------------- - ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------ NE 54.00 -3.4 -183.6 -------------------------------------------------- SGL .69 NE 47.0 7.9 '1.34 495.2 . SGL .69 NE 7.0 7.9 1.39 76.4 E 165.00 -3.4 -561.0 SGL .69 E 47.0 -.8 .71 -26.7 + SGL .69 E 21.0 -.8 -1.99 33.4 ,. SGL .69 E 97.0 -.8 -2.03 157.5 SE 7.00 -3.4 -23.8 SGL .69 SE 7.0 -8.1 .05 -2.8 ------------------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS --------------------------------------------------------------- .15 1,853.00 226.00 1.230 -768.40-945.03 ------------- 733.03 . NON GLASS ------------ AREA x BWPM = ------------------------------------------------------------------------------- POINTS TYPE R-VALUE AREA x WPM = POINTS WALLS---------------- Ext 181.0 1.1 199.1 DOORS ---------------- CEILINGS------------- FLOORS--------------- INFILTRATION--------- Ext NormWtBlock In 3.0 181.0 3.80 687.8 1853.0 4.1 7597.3 1 Practice #2 1853.0 4.10 7597.3 DOTAL WINTER POINTS 6,851.37 9,018.13 DOTAL x SYSTEM = HEATING I -TOTAL -x-CAP x DUCT x SYSTEM -x CREDIT = HEATING TIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 6,851.37 1.10 7,536.51 9,018.13 1.00 1.098 1.000 1.000 9,904.92 _ WATER HEATING BASE __= I =_= AS -BUILT NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRYIS I RATIO MULT 2 3527.0 7,054.00 65 .89 1.000 3488.3 1.00 6,976.67 SUMMARY BASE __= I =_= AS -BUILT ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS 15993.7 7536.5 7054.0 30,584.20 12529.4 9904.9 6976.7 29,410.95 ------------------------------------------------------------------------------ ------------------------------------------------------------------------------ ***************** * EPI = 96.16 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 9'6.2• DCA Form 600A-93 or Form 600B-93 0 10 20 30 40 50 60 70 80 90 100 --------------------------------------X--j .The maximum allowable EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME'VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS ..................... Single Tint ------ X--------------� INSULATION .................. R-10 R-30 RESIDENTIAL AC LOAD PREPARED UNDER SUPERVISION OF: COMPUTER CALCULATION FLORIDA ENGINEERING SERVICES PER ASHRAE METHOD CONSULTING ENGINEERS AIR CONDITIONING LOAD M ISLAND DUNES 9-17-92 ,APT # D GROSS AREA = 1811 SQ FT NET AREA = 1446 SQ FT NET/GROSS =0.80 ITEM COOLING HEATING ROOF 0 X 5.0 = 0 0 X 3.5 = COMMON FLOOR AREA 1811 X 3.0 = 5433 1811 X 3.0 = UNCONDITIONED FLOOR AREA 0 X 5.0 = 0 0 X 10.8 = COMMON PARTITION AREA 407 X 3.0 = 1221 407 X 3.0 = OPAQUE OUTSIDE WALL AREA 184 X 5.0 = 920 184 X 10.8 = GLASS WIDTH HEIGHT O/H E 6.00 8.67 1.00 52 X 50.0 = 2599 52 X 38.5 = SE 6.00 -8.67 5.00 52 X 20.0 = 1040 52 X 38.5 = NE 1.50 5.33 8.00 8 X 37.0 = 296' 8 X 38.5 = E 4.00 4.00 5.00 16 X 20.0 = 320 16 X 38.5 = SE 1.50 5.33 8.00 8 X 20.0 = 160 8 X 38.5 = -E 12.00 6.67 9.00 80 X 20.0 = 1601 80 X 38.5 = INFILTRATION 480 LIGHTS 300 X 3.4 = 1024 KITCHEN 1200 PEOPLE SENSIBLE 4 X 250 = 1000 FLDOR TOTAL SENSIBLE X FACTOR= GTH HEATING BTUs EQUIV KW TYP FLOOR 17293 X 1.3 = 22481 18279 5.4 0 5433 0 1221 1986 2003 2003 308 616 308 3082 1320 REGENCY ISLAND DUNE Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Com onent Prescriptive Method A PROJECT NAME: APART. D BUILDER: D - TyP- N. SAT SN: 5336 CENTRAL AND ADDRESS: PERMITTING CLIMATE OFFICE: ST. LUCIE ZONE: 41_1 51_1 61-1 OWNER: PERMIT NO. JURISDICTION NO.661000 1. New construction or addition 2. Single family detached or Multifamily:, attached 3. If Multifamily -No. of units 4. If Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass.area and type: a. Clear Glass -.b. Tint, film or solar screen 9. Floor type and insulation: 10.Net Wall type area an4 insulation: a. Exterior: 1. Concrete (Insulation R-value) 11.Ceiling type area andinsulation: 12.Air distribution systems a. Ducts (Insulation + Location) 13.Coolitg system 14.Heating System: 15.Hot water system: 16.Hot Water -Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) a. Total As -Built points b. Total Base points ---------------------------------------- ---------------------------------------- I Hereby certify that the plans and -specifications covered by this calcu- lation are in compliance with the Florida Energy Code. PREPARED BY:- FE5 NG DATE: 2Ibb I hereby certify that this building is in complianceith the Florida Energy Code. /6 � 1. New Construction 2. Multi -Family 3. 2: 4. Yes 5. 1853.00 6. 1.00 7. 9.00 Single Pane 8a. O.Osgft 8b.226.Osgft Double Pane O.00sgft O.00sgft 10a-1 R= 3.00, 181.00sgft 12a. R= 4.30 , cond 13. Type: Central A/C SEER: ' 10.00 14. Type: Strip Heat COP: 1.00 15. Type: Electric EF: 0.89 16. 17. 2 18. 19. 96.16 19a. 29410.95 19b. 30584.20 •--------------------------------------- --------------------------------------- Review of the plans and specifications covered by this calculation indicates 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. OWNER/AGENT: " VE � e I BUILDING OFFICIAL: DATE: -7 & 1TL P DATE: SUMMER CALCULATIONS BASE ___ __= AS -BUILT ----------------------------------------------------------- GLASS---------------- ORIEN AREA x BSPM = POINTS I TYPE SC ORIEN AREA x SPM x SOF = POINTS -------------------------------------------- -NE 54.00 82.2 4438.8 SGL .69 NE 47.0 70.7 .64 2119.9 SGL .69 NE 7.0 70.7 .58 I 287.2 E 165.00 82.2 13563.0 SGL .69 E 47.0 98.0 .95 4375.3 SGL .69 E 21.,0, 98.0 .52 1079.5 SGL .69 E 97.0 98.0 .52 4942.6 SE 7.00 82.2 575.4 SGL .69 SE 7.0 100.8 .42 296.2 ------------------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS --------------------------------------------------------------- AREA AREA FACTOR POINTS POINTS I POINTS .15 1,853.00 226.00 1.230 18,577.20 22,847.49 -------------- 13,100.70 NON GLASS ------------ --------------------------------------------------- -------------------------------------- AREA x BSPM = POINTS I TYPE R-VALUE AREA x SPM = POINTS WALLS----=----------- ----------------------------------------- Ext 181.0 1.0 181.0 I Ext Norr�WtBlock In 3.0 181.0 1.40 253.4 DOORS ---------------- CEILINGS------------- FLOORS--------------- INFILTRATION--------- 1853.0 10.9 20197.7 Practice #2 TOTAL SUMMER SUMMER POINTS 1853.0 10.90 20197.7 43,226.19 33,551.80 TOTAL x SYSTEM = COOLING TOTAL- -x CAP -x-DUCT x-SYSTEM x CREDIT =-COOLING SUM PTS MULT POINTS I COMPON RATIO MULT, MULT MULT POINTS ------------------------------------------------------------------------------- 13,226.19 .37 15,993.69 33,551.80 1.00 1.098 .340 1.000 12,529.36 ------------------------------------------------------- WINTER CALCULATIONS BASE __= I =_= AS -BUILT GLASS--------- ORIEN, AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------------------------------------------------------------- -NE 54.00 -3.4 -183.6 SGL .69 NE 47.0. 7.9 1.34 495.2 SGL .69 NE 7.0 7.9 1.39 76.4 E 165.00 -3.4 -561.0 SGL; .69 E 47.0 -.8 .71 -26.7 ' SGL' .69 E 21.0 -.8 -1.99 33.4 SGL .69 E 97.0 -.8 -2.03 157.5 SE 7.00 -3.4 -23.8 SGL .69 SE 7.0 -8.1 .05 -2.8 .15 x COND. FLOOR / ------------------------------------------------------ TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ------- --- --- --------- ------ -------- ----- -------- ------------------------------ .15 1,853.00 226.00 1.230-768.40-945.03 733.03 ----------------------------------------------------------------------- NON GLASS-------- - AREA x BWPNt = POINTS I TYPE R-VALUE AREA x WPM = POINTS -------------------- ------ ------------------------------------------------------ WALLS--------------=-- Ext 181.0 1.1 199.1 Ext NormWtBlock In 3.0 181.0 3.80 687.8 DOORS---------------- CEILINGS ------------- FLOORS------------'--- INFILTRATION--------- 1853.0 4.1 7597.3 1 Practice #2 1853.0 4.10 7597.3 TOTAL WINTER POINTS 6,851.37 9,018.13 TOTAL x SYSTEM = HEATING I TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- 46,851.37 1.10 7,536.51 9,018.13 1.00 1.098 - 1.000 1.000 9,904.92 ----------------------------------------------------------------------- --- v 46 WATER HEATING BASE __= I =_= AS -BUILT NUM OF x MULT = TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------ 2 3527.0 .7,054.00 65 .89 1.000 3488.3 1.00 6,976.67 SUMMARY BASE __= I __= AS -BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS -----------------------------------------------------------------------------�- 15993.7 7536.5 7054.0 30,584.20 12529.4 9904.'9 6976.7 29,410.95 ***************** * EPI = 96.16 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 96.2 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 5Q, 60 70 80 90 100 I --------------------------------------- X-- I The maximum allowable EPI is 100. The lower the EPI the more efficient the .home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS ..................... Single Tint I ------ X-------------- I INSULATION.......... ....... R-10 R-30 RESIDENTIAL AC LOAD COMPUTER CALCULATION PER ASHRAE METHOD AIR CONDITIONING LOAD ISLAND DUNES APT # D , PREPARED UNDER SUPERVISION OF: FLORIDA ENGINEERING SERVICES CONSULTING ENGINEERS GROSS AREA'= 1811_SQ FT NET AREA = 1446 SQ FT ITEM COOLING ROOF 0 X 5.0 = 0 COMMON FLOOR AREA 1811 X 3.0 = 5433 UNCONDITIONED FLOOR AREA 0 X 5.0 = , 0 COMMON PARTITION AREA 407 X 3.0 = 1,221 OPAQUE OUTSIDE WALL AREA 184 X 5.0 = 920 GLASS WIDTH HEIGHT O/H E 6.00 8.67 1.00 52 X 50.0 = 2599 SE 6.00 8.67, 5.00 52 X 20.0 = 1040 NE 1.50 5.33 8.00 8 X 37.0 = .296 E 4.00 4.00 5.00 16 X 20.0 = °320 SE 1.50 5.33 8.00 8 X 20.0 = 1160 E 12.00 6.67 9.00 80 X 20.0 1601 INFILTRATION 480 LIGHTS 300 X 3.4 = 1024 KITCHEN .1200 PEOPLE SENSIBLE 4 X 250 1000 FLOOR TYP FLOOR 4 9-17-92 NET/GROSS =0.80 HEATING 0 X 3.5 = 0 1811 X 3.0 = 5433 0 X 10.8 = 0 407 X 3.0 = 1221 184. X 10.8 = 1986 52; X '38.5 = 2003 52'X 38.5 = 2003 8 X 38.5 = 308 16 X 38.5 = 616 8 X 38.5 = 308 80 X 38.5 = 3082 1320 TOTAL SENSIBLE X FACTOR= GTH HEATING BTUs 17293 X 1.3 = 22481 18279 EQUIV KW 5.4 L . A-10E3 FL. UAT Department Q�SLAND DU.NySAffairs SN: 5336 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93 Residential Com onent Prescriptive Method A CENTRAL PROJECT NAME: APART. A TOP FL. BUILDER: AND ADDRESS: PERMITTING CLIMATE OFFICE: ST. LUCIE ZONE: 4I_I 5I_I 6I_1 OWNER: PERMIT NO. JURISDICTION NO.661000 CK 1. New construction or addition 2. Single family detached or Multifamily '3. If Multifamily -No. of units 1. If Multifamily, is this a worst case 5. Conditioned floor area (sq.ft.) S. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 3. Glass area and type: a. Clear Glass -b. Tint, film or solar screen 3. Floor type and insulation: 10.Net Wall -type area and insulation: 1. New Construction attached 2. Multi -Family 3. 2 (yes/no) 4. Yes 5. 2326.00 6. 2.00 7. 6.00 Single Pane 8a. O.Osgft 8b..521.Osgft a. Exterior: 1. Concrete (Insulation R-value) a. Adjacent: 1. Concrete (Insulation R-value) 11.Ceiling type area and insulation: , b. Single assembly (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 15.Hot water system: 16.Hot Water Credits: (HR-Heat Recovery, Double Pane O.00sgft _ :O.00sgft _ 10a-1 R= 3.00, 629.00sgft 10a-1 R= 3.00, 190.00sgft llb.R=10.00 , 2341.00sgft 12a. R= 4.20 , cond 13. Type: Central A/C EER: 10.00 14. Type: Heat Pump HSPF: 7.70 15. Type: Electric EF: 0.89 16. DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 17. 2 18'.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, 18. HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) 19. 97.90 a. Total As_Built points 19a. 42335.02 b. Total Base points 19b. 43242.57 i ------------------------------------------------------------------------------- t------------------------------------------------------------------------------- I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Code. PREPARED BY: F E S INC, DATE: z Ila 111b I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: AA L / DATE: Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is.completed this building will be inspected for compliance in accordance with Section 553.908 F.S. BUILDING OFFICIAL: DATE: SUMMER CALCULATIONS BASE _-- I __= AS -BUILT GLASS ---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS -----------------------------------------------------------------------=------- ' N 122.00 82.2 10028.4 SGL .69 N 36.0 48.0 .60 1044.5 SGL .69 N 64.0 48.0 .75 2304.0 SGL .69 N 22.0 48.0 .75 792.0 ENE 161.00 1 82.2 13234.2 SGL .69 NE 97.0 70.7 .58 3979.3 SGL .69 NE 64.0 70.7 .88 3968.4 E 19.00 82.2 1561.8 SGL .69 E 19.0 98»0 .26 484.1 SW 5.00 82.2 411.0 SGL .69 SW '5.0 100.8 1.00 503.8 W 209.00 82.2 17179.8 SGL .69 W 64.0 98.0 :59 3695.3 SGL .69 W 6.0 98.0 .52 305.7 SGL .69: W 64.0 98.0 .59 3695.3 SGL .69 W 11.0 98.0 1.00 1077.9 SGL .69 W 64.0 98.0 .59 3695.3 NW 5.00 82.2 411A SGL .69 NW 5.0 70.7 1.00 353.6 ------------------------------------------------------------------------------- .15'x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS ------------------------------------------------------------------------------- .15 2,326.00 521.00 .670 42,826.20 28,679.58 25,899.14 NON GLASS ------------- AREA x: BSPM = POINTS I TYPE R-VALUE AREA x SPX = POINTS ------------------------------------------------------------------------------- WALLS---------------- Ext 629.0 1.0 629.0 1 Ext NormWtBlock In 3.0 - 629.0 1.40 880.6 Adj 190.0 .7 133.0 Adj,NormWtBlock In 3.0 190.0 .70 133.0 DOORS ---------------- CEILINGS------------- UA 2341.0 .6 1404.6 FLOORS --------------- INFILTRATION--------- Single Assembly 10.0 2341.0 3.00 7023.0 2326.0 10.9 25353.4 Practice #2 2326.0 10.90 25353.4 iOTAL SUMMER SUMMER POINTS -- - ---- ---- 56,199.58 I 59,289.14 TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT ------------------------------------ POINTS I COMPON RATIO MULT MULT MULT POINTS .37 20,793.84 1 59,289.14 1.00 1.100 .340 1.000 22,174.14 WINTER CALCULATIONS BASE ___ __= AS -BUILT GLASS--------- ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF = POINTS ------------------------- " N 122.00 .-3.4 ------------------------- -414.8 SGL .69 N ------------------------------ 36.0 10.0 1.25 452.9 SGL .69 N 64.0 10.0 1.15 738.9 SGL .69 N 22.0 10.0 1.15 254.0 "NE 161.00 -3.4 -547.4 SGL .69 NE 97.0 7.9 1.39 1058.4 SGL .69 NE 64.0 7.9 1.13 566.6 E 19.00 -3.4 -64.6 SGL .69 E 19.0 -.8 -5.04 76.6 SW 5-.00 -3.4 -17.0 SGL .69 SW 5.0 -8.1 1.00 -40.3 W 209.00 -3.4 -710.6 SGL .69 W �64.0 --.8 -1.41 72.4 SGL .69 W 6.0 -.8 -2.03 9.7 SGL .69 W 64.0 -.8_ -1.41 72.4 SGL .69 W 11.0 -.8- 1.00 -8.8 SGL .69 W 64.0 -.8 -1.41 7:2.4 NW 5.00 -3.4 -17.0 SGL .69 NW 5.0 7.9 1.00 3+9.3 ------------------------------------------------------------------------------- .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS - I POINTS --------------- .15 ------------------------------------------------- 2,326.00 521.00 .670 -1,771.40 -1,186.26 ------------ 3,364.56 NON GLASS ------------ AREA x BWPM = POINTS I TYPE R-VALUE AREA x WPM = POINTS WALLS ---------------- Ext 629.0 1.1 691.9 Ext NormWtBlock In 3.0 629.0 3.80 2390.2 Adj 190.0 1.8 342.0 Adj NormWtBlock In 3.0 190.0 2.30 437.0 DOORS ---------------- CEILINGS ------------- UA 2341.0 .6 1404.6 Single Assembly 10.0 2341.0 1.80 4213.8 FLOORS--------------- INFILTRATION--------- 2326,0 4.1 9536.6 Practice #2 2326.0 4.10 9536.6 TOTAL WINTER POINTS 10,788.84 19,942.16 ---------------- - ---- - TOTAL x x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT --MULT POINTS ------------------------------------------------ 10,788.84 1.10 11,867.72 19,942.16 1.00 1.100 .442 1.000 9,695.88 WATER HEATING _-= BASE __= I __= AS -BUILT - - -- ---------------------------------- NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------=------------------ 3 3527.0 10,581.00 65 .89 1.000 3488.13 1.00 10,465.00 --------------- r --------------------------------------------------- r SUMMARY BASE __= I =-= AS -BUILT COOLING HEATING HOT WATER TOTAL COOLING HEATING HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS ------------------------------------ --------------------------------------- 20793.8 11867.7 10581.0 43,242.57 22174.1 9695.9 10465.0 42,335.02 ------------------ --------------------------------------------------------------- ***************** * EPI = 97.90 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any,ITEM listed, ask your Builder for EPI= 97.9 DCA Form 600A-93 or Form 600B-93 0 10 20 30 40` 50 60 70 80 90 100 ----------------- ---------------------- X-1 The maximum allowable EPI is 100. The lower the EPI•the more efficient the home RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS ..................... Single Tint I ------ X-------------- I INSULATION.................. ;Ceiling R-Value.......... 10.0 .Wall) R-Value......... 3.0 r i R-10 R-30 IX-------------------- I R-0 R-7 I-------- X------------ I R-0 R-19 RESIDENTIAL AC LOAD COMPUTER CALCULATION PER ASHRAE METHOD ISLAND DUNES APT # A PREPARED UNDER SUPERVISION OF: FLORIDA ENGINEERING SERVICES CONSULTING ENGINEERS AIR CONDITIONING LOAD 8128/92 GROSS AREA = 2341 SQ FT ITEM NET AREA = 1989 SQ FT COOLING NET/GROSS =0.85 ROOF 2341 X 5.0 = 11705 COMMON FLOOR 4REA 2341 X 3'.0 = 7023 UNCONDITIONED:FLOOR AREA 0 X 5.0 = 0 COMMON PARTITION AREA 407 X 3.0 = 1221 OPAQUE OUTSIDE WALL AREA 641 X 5.0 = 3203 GLASS WIDTH HEIGHT O/H W 8.Qo 6.67 4.00 53 X 37.2 = 1983 NW 1.$0 4.00 3.50; 6 X 37.0 = 222' W 2.60 4.00 2.00 8 X 39.8 = 318 SW 1.50 4.00 3.50: 6 X 20.0 = 120 W 8.00 6.67 4.00 53 X 37.2 = 1983 NW 1.50 4.00 0.00 6 X 37.0 = 222. W 3.00 4.00 0.00 12 X 53.0 = 636 SW 1.50 4.00 0.00 6 X 45.0 = 270 S. 5.00 6.67 11.00 33 X 20.0 = 667 W 8.100 6.67 6.00 53 X 29.3 = 1561 S 6,00 4.00 0.00 24 X 28.0 = 672 S 8.00 7.00 4.50 56 X 20.0 = 1120 SE 12.00 8.00 9.00 96 X 20.0 = 1920 S 3.00 7,.00 6.00 21 X 20.0 = 420 SE 6.00 8.00 2.00 48 X 33.1 = 1590 INFILTRATION 1348 LIGHTS 300 X 3.4 = 1024 KITCHEN 1200 .PEOPLE SENSIBLE 6 X 250 = 1500 ' FLOOR TOTAL SENSIBLE X FACTOR= GTH HEATING BTUs TYP FLOOR 30223 X 1.3 = 39290 37442 TOP FLOOR 41928 X 1.3 = 54507 45635 HEATING 2341 X 3.5 = 8194 2341 X 3.0 = 7023 0 X 10.8 = 0 407 X 3.0 = 1221 641 X 10.8 = 6918 53 X 38.5 = 2054 6 X 38.5 = 231 8 X 38.5 = 308 6 X 38.5 = 231 53 X 38.5 = 2054 6 X 38.5 = 231 12 X 38.5 = 462 6 X 38.5 = 231 33 X 38.5 = 1284 53 X 38.5 = 2054 24 X 38.5 = 924 56 X 38.5 = 2156 96 X 38.5 = 3696 21 X 38.5 = 809 48 X 38.5 = 1848 3706 EQUIV KW 11.0 13.4 REGENCY ISLAND DUNES Department of Community Affairs FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING FORM 600A-93 .Residential Whole Building Performance PROJECT NAME: APT. B TOP FLOOR BUILDER: AND ADDRESS: PERMITTING OFFICE: ST. LUCIE OWNER: PERMIT NO. 1. New construction or addition , 2. Single family detached or Multifamily attached 3. If Multifamily -No. of units 4. If Multifamily, is this a worst case (yes/no) 5. Conditioned floor area (sq.ft.) 6. Predominant eave overhang '(ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass b.. Tint, film or solar screen 9. Floor type and insulation: 10.Net Wall type area and insulation:: a. Exterior: 1. Concrete (Insulation R-value) 11.Ceiling type area and insulation: b: Single assembly (Insulation R-value) 12.Air distribution systems a;. Ducts (Insulation + Location) 13.Coolling system 14.Heating System: 15.Hot:water system: 16.Hot'Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat Pump) 17.Infiltration practice: 1, 2 or 3 18..HVAC Credits (CF-Ceiling Fan, CV -Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) a. Total As -Built points b. Total Base points ------------------------------------- -4I Hereby certify that the plans and 6pecifications covered by this calcu- .lation are in compliance with the Florida Energy Code. PREPARED BY: ES, f, DATE : / bu q3 I hereby certify that this building is in compliance with the Florida Energy Code. OWNER/AGENT: DATE: SN: 5488 CONSTRUCTION Method A CENTRAL CLIMATE ZONE: 41_1 51_1 61)- JURISDICTION NO.661000 CK 1. New Construction 2. Multi -Family 3. 0 4. Yes 5. 1920.00 6. 1.00 7. 4.50 Single Pane 8a. O.Osgft 8b.338.Osgft Double Pane' O.00sgft 0.00sgft 10a-1 R= 3.00, 231.00sgft llb.R=12.00 , 1920.00sgft 12a.; R= 4.20 , cond 13.;Type: Central A/C EER: 10.00 14.+Type: Heat Pump HSPF: ;7.60 15.; Type: Electric EF: 0.89 16. 17. 2 18. 19. 93.14 19a. 34206.14 19b. 36724.09 -------------------------------------- Review of the plans and specifications covered by'this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building will be inspected for compliance in accordance with Section 553:;908 F.S. BUILDING OFFICIAL: DATE: ******************************************************************************* SUMMER CALCULATIONS BASE _-= I =_= AS -BUILT --------------------------------------- GLAS S-_____-_____...___ ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS ------------------------ -------------------------------------------------------- • N 18.00 82.2 1479.6 SGL .69. N 18.6 48.0 .70 602.7 NE 201.00 82.2 16522.2 SGL .69 NE 47.0 70.7 .58 1928.1 SGL .69 NE 90.0 70.7 .70 4469.8 .. SGL .69 NE 64.0 70.7 .59 2677.7 E 119.00 82.2 9781.8 SGL .69 E 72.0 98..0 .95 6702.5 SGL .69 E 47.0 98.0 .52 2394.9 ---- --- ------u.l-_--- -_ ____-_-_-_ __ _-______ -___ __ _ _ ___-_ _ ___ __ ____ _ _ ___ _ _ -_ _ - - _ _ _ .15 x COND. FLOOR /,TOTAL GLASS = ADJ. x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS POINTS ---------------------------------=--------------------------------------------- .15 1,920.00 338.00 .852 27,783.60 23,673.60 18,775.69 NON GLASS ------ x BSPM = POINTS TYPE R?VALUE AREA x SPM = POINTS -- --- - ---- - -------- - --- - ----- - - ------ ---- ---- - -- -T ----------------------------- WALLS ---------------- , Ext 231.0 1.0 231.0 I Ext NokmWtBlock In3.6 231.0 1.40 323.4 DOORS ---------------- CEILINGS------------- UA 1920.0 .6 1152.0 FLOORS --------------- INFILTRATION--------- i Single Assembly 12.0 1920.0 , 2.55 4896.0 1920.0 10.9 20928.0 Practice #2 1920.0 10.90 20928.0 ----------------------------___-_---- TOTAL SUMMER POINTS 45; 984.60 I 44,923.09 ------------------------------------- TOTAL x SYSTEM = COOLING TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLING SUM PTS MULT POINTS. I COMPON RATIO MULT MULT MULT POINTS -------------------------------------------------------=----------------------- .45,984.60 .37 17,014.30 144,923.09 1.00 1.100� .340 1.000 16,801.24 --------------------------------------- ti WINTER CALCULATIONS BASE __= I -_= AS -BUILT =-- GLASS_____________ - ORIEN AREA x BWPM = POINTS TYPE SC ORIEN AREA x WPM x WOF POINTS ------------------------ N 18.00 -3.4 ------------------------------------------------------- -61.2 SGL ' .69 N 18.0 10.0 1.19 216.0 NE 201.00 -3.4 -683.4 SGL .69 NE 47.0 7.9 1.39 512.8 SGL .69 NE; 90.0 7.9 1.27: 898.9 SGL .69 NE', 64.0 7.9 1.38- 693.7 E 119.00 -3.4 -404.6 SGL .69 E 72.0 -.8 .71" -40.9 SGL .69 E _ 47.0 -.8 -2.03 76.3 ____________________________..___------------__ .15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS I GLASS AREA AREA FACTOR POINTS POINTS POINTS ---------------- - ----------------------------------------_--------------------- .15 1,920.00 338.00 .852 -11149.20 -979.20 2,356.80 NON GLASS------------ ' AREA x BWPM = POINTS --------- I ,(TYPE ------------------------------------ R-VALUE AREA x WPM ----------- = POINTS ----------------------- WALLS---------------- Ext 231.0 1.1 254.1 Ext NormWtBlock In 3.0 ' 231.0 3.80 877.8 DOORS ---------------- CEILINGS------------- UA 1920.0 .6 1152.0 FLOORS --------------- INFILTRATION--------- t §ingle Assembly 12.0 .1920.0 1.55 2976.0 1920.0 4.1 7872.0 Practice #2 1920.0 4.10 7872.0 --------------------------------- TOTAL WINTER POINTS 8,298.90 I: 14,082.60 TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS ( COMPON RATIO MULT MULT MULT POINTS ---------------------- 8,298.90 1.10 9,128.79 114,082.60 ------------------------------------------------ 1.00 1.100_ .448 1.000 6,939.90 ------------------------------------------------------------------- ******************************************************************************* WATER HEATING ******************************************************************************* BASE __- I =_= AS -BUILT ------------------------------------------------------------------------------- -------------------------------------------------------------------------------- NUM OF x MULT - TOTAL I TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ---------------------- --------------------------------------------------------- 3 3527.0 10,581.00 I 65 .89 1.000 3488.3 1.00 10,465.00 SUMMARY ******************************************************************************* _-= BASE __= I =_= AS -BUILT ------------------------------------------------------------------------------- COOLING HEATING HOT WATER TOTAL COOLING HEATING- HOT WATER TOTAL POINTS + POINTS + POINTS = POINTS I POINTS + POINTS + POINTS = POINTS -------------------------------------- --------------------------------------- -17014.3 9128.8 10581.0 36,724.09 16801.2 6939.9 10465.0 34,206.14 ***************** * EPI = 93.14 ***************** ENERGY GUIDE For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for EPI= 93.1 DCA Form 60OA-93 or Form 60OB-93 0 10 20 30 40 50 60 70 80 90 100 ------------------------------------- X---I The maximum allowab a EPI is 100. The lower the EPI the more efficient the home RESIDENTIAL:ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS.... ................. Single Tint ------ X---- -----------I' INSULATION .................. Ceiling R-Value......... 12.0 Wall R-Value......... 3.0 Floor R-Value......... 0.0 AIR CONDITIONER ............. EER.;...................... 10.0 HEATING SYSTEM .............. Electric HSPF............ 7.6 WATER HEATER .....:.......... Electric EF.............. Gas EF.............. Solar EF.............. OTHER FEATURES .............. R-10 R-30: 1--X------------------ I R-0 R-7 -------- X------------ 1 R-0 R-19 ---------------------I 9.7 EER 16.0 Ix-------------------- I 6.8 HSPF 12.0 {--- X----------------- I 0.88 0.96 0.89 I--X------------------I 0.54 0.90 0.00 1 --------------------- 1 0.40 0.80 1--------------------- 'I certify that these energy saving features required for the Florida Energy Code have been installed in this house. Builder Address: Signature: Date: City/Zip Florida Energy Code for Building Construction - 1993 Florida Department of Community Affairs FL-EPL CARD93 SERIAL # 5488 * ResmanuJ(c) * 10-05-1995 WHOLE HOUSE HEAT GAIN / HEAT LOSS CALCULATION USING FLA/RES(c) DATA FILES (BASED ON A.C.C.A. MANUAL J - SEVENTH EDITION (c) 1986 by A.C.C.A.) ------------------------------------------------------------------------------- PROJECT :REGENCY ISLAND DUNES APT. B TOP FLOOR ADDRESS CITY OWNER BLDG CONTR : HVAC CONTR : Cond Flr Area: 1920 SF * GLASS/SF RATIO = 17.6% * House Faces: Southeast * Climatic Conditions & Design Conditions * ---------------------------------------------------------------------------- Geographical Location : Florida Fort Pierce ----- -------------------------- ---------------------------------------------- North Latitude / :Elevation 27 Deg. / 10 Ft. Above Sea Level outdoor Winter Dry Bulb 42 Deg. F -Indoor Winter Dry --Bulb 70 Deg. F Winter (Actual) Te1np.Diff. 28 Deg. F Winter Temp. Diff. (wTd) 40 Deg. F Outdoor Summer Dry Bulb 90 Deg. F Outdoor Summer Wet Bulb 78 Deg. F Outdoor Summer Hum. Ratio Gr/Lb 127 Indoor Summer Relaltive Hum. 50% Indoor Summer Design Gr/Lb. 62 Indoor Summer Dry Bulb 75 Deg. F Indoor Summer Wet Bulb 62.3 Deg. F:@ 64 Gr/Lb Summer'Daily Range 15 Deg. F - L Summer (Actual) Temp.Diff. 15 Deg. F Summer.(User Sel) Temp.Diff. (sTd): ' 15 Deg. F * HEATING SUMMARY * B-TOP-N .DAT * COOLING SUMMARY SUBTOTAL 34703.72 STRUCTURE SENSIBLE 18803.68 MECH.VENT- 100 Cfm 1650.00 SENS. + MECH.VENT : 20453.68 TEMP.SWING @ 3 DEG. : 1.00 OCCUPANT/APPLIANCE 3000.00 DUCT LOSS 3470.37 DUCT GAIN 4690.74 TOTAL LOSS/BTUH 38174.09 TOTAL SENSIBLE 28144.42 TOTAL LATENT 9144.52 SENSIBLE + LATENT 37288.94 20% OVERSIZE FACTOR 7634.82 20%. SENS.OVRSZE FTR: 5628.88 ACTUAL + 20% OVERSIZE: 45808.91 SENS. + 20% OVERSIZE: 33773.30 a� * L O A D C A L C U L A T I O N GLASS Type Shdg Sc OvHg Botm Hgt Area Loss/Btuh Gain/Btuh E Shaded Area S.R. D/B .69 1 1 8.67 8.5 5.59 83.85 E Solar Area S.R. D/B .69 66.41 2922.04 E T.Area Loss S.R. D/B .69 72.00 3326.40 ----------------------------------------------------------------------------- •Ne No Shd Fctr S.R. D/B .69 ; 10 8.67 n/a 47.00 2171.40 1504.00 ---------------------- Shaded Area S.R. -D/B .69 8 8.67 8.3 35.50 532.50 E Solar Area S.R. D/B .69 11.50 506.00 E T.Area Loss S.R. D/B .69 ------------------------------------ 47.00 2171.40 ---------------------------------------- Ne No Shd Fctr S.R. D/B .69 4.5 --------------------------------------------------- 8.67 n/a 90.00 4158.00+ 2880.00 ---------------------------- Ne No Shd Fctr S.R. D/B .69 7 8.67 n/a 64.00 2956.80' 2048.00 ------------------------------------------------------------------------------- N No Shd Fctr S.R. D/B .69 7 8.67 n/a 18.00 831.60 270.00 ------------------------------------------------------------------------------- Infiltration : Winter Htm ( 23.74 ) x 338.00 8024.12 Infiltration : Summer Htm ( 4.11 ) x 338.00 1389.18 R-Value Area Loss/Btuh Gain/Btuh WA L L S----------------------------------------------------------------------- N/W C.B. - Int Insul - Ext. 3 231.00 1848.00 716.10 DO O R S ----------------------------------------------------------------------- CE I L I N G S ---------------------------------------------------------------- Single Assembly 12 1920.00 9216.00 5952.00 FL 0 0 R S------------------------------------------------------ ------------ * TOTAL STRUCTURE SENSIBLE *. , ------------------------------------------------------------------------------- 34703.72 18803.68 ------------------------------------------------------------------------------- REGENCY ISLAND DUNES c-ToP �oAI Department of Community Affairs SN: 5336 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION FORM 600A-93. Residential Com onent Prescriptive Method A CENTRAL PROJECT NAME: APART. C TOP FL. BUILDER: AND ADDRESS: PERMITTING CLIMATE OFFICE: ST. LUCIE ZONE: 41_1 51_1 61_1 OWNER: PERMIT NO. JURISDICTION NO.661000 CK 1. New construction or addition 2. Single family detached or Multifamily attached -3. If Multifamily -No. of units 4. If Multifamily, is this a worst case (yes/no) 5. Conditibned floor area (sq.ft.) 6'. Predominant eave overhang (ft.) 7. Porch overhang length (ft.) 8. Glass area and type: a. Clear Glass .-b. Tint, film or solar :screen 9_ Floor type and insulation: 10.Net Wall type area and insulation:; a. Exterior: 1. Concrete (Insulatio;n R-value) a. Adjacent: 1. Concrete (Insulation R-value) 11.Ceiling type area and -insulation:; b. Single assembly (Insulation R-value) 12.Air distribution systems a. Ducts (Insulation + Location) 13.Cooling system 14.Heating System: 15.Hot water system: 16.Hot Water Credits: (HR-Heat Recovery, DHP-Dedicated Heat'Pump) 17.Infiltration practice: 1, 2 or 3' IR.HVAC Credits (CF-Ceiling Fan, CV -Cross vent, HF-Whole house fan, RB-Attic radiant barrier, MZ-Multizone) 19.EPI (must not exceed 100 points) a. Total As -Built points b. Total Base points I Hereby certify that the plans and specifications covered by this calcu- lation are in compliance.with the Florida Energy Code. PREPARED BY: Ff5 G DATE: 2 r*23 I hereby certify --that this building is in compliance';with the Florida Energy Code. OWNER/AGENT:' DATE: c 1. New Construction 2.,Multi-Family 3 . ` 20 4. Yes 5. 2255.00 6. 1.00 7. 8.00 Single Pane 8a. O.Osgft 8b.360.Osgft Double Pane O.00sgft O.00sgft 10a-1 R= 3.00, 455.00sgft 10a-1 R= 3.00, 95.00sgft llb.R=12.00 , 2255.00sgft 12a. R= 4.30 , cond 13. Type: Central A/C EER: 10.00 14. Type: Heat Pump HSPF: 7.40 15. Type: Electric EF: 0.91 16. 17. 18. 19. 88.9.4 19a. 37165.16 19b. 41788.46 Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code. Before construction is completed this building.will be inspected for compliance in accordance with Section 553.908 F.S. BUILDING OFFICIAL: DATE: SUMMER CALCULATIONS BASE __= I =_= AS -BUILT GLASS ---------------- ORIEN AREA x BSPM = POINTS TYPE SC ORIEN AREA x SPM x SOF = POINTS -------------- -NE 54.00 E 165.00 SE '7.00 W 134.00 82.2 4438.8 82.2 13563.0 82.2 5754 82.2 11014:8 ------------------------------------------------- SGL .69 NE 47.0 ' 70.7 .64 2119.9 SGL .69 NE 7.0 70.7 .58 287.2 SGL .69 E 47.0 98.0 .95 4375.3 SGL .69 E 21.0 98.0 .52 1079.5 SGL .69 E 97.0 98.0 .52 4942.6 SGL .69 SE 7.0 100.8 .42 296.2 SGL .69 W 64.0 98.0 .52 3261.1 SGL .69 W 6.0 9.8.0 .52 305.7 SGL .69 W 64.0 98.0 .52 3261.1 ----------------------- .-15 -------------------------------------------------- x COND. FLOOR / TOTAL GLASS = ADJ. :x GLASS - ADJ GLASS GLASS AREA AREA FACTOR POINTS POINTS I POINTS -------------------------------------=-------------- .15 ----------------------------------------------------=----`--------------------- ------------------------------------------------------------------------------- 2,255.00 360.00 ----=--------------------- .940 291592.00� 27,804.15 19,928.64 NON GLASS------------ - AREA x BSPM = POINTS I TYPE R-VALUE AREA x - SPM POINTS --------------------------------------------------- WALLS ---------------- --------------------------- Ext 455.0 1.0 455.0 Ext NormWtBlock In 3.0 455.0 1:.40 637.0 Adj 95.0 .7 66.5 Adj NormWtBlock In :3.0 95.0 :.70 66.5 DOORS ---------------- CEILINGS------------- UA 2255.0 .6 1353.0 FLOORS --------------- INFILTRATION--------- Single Assembly 12.0 2255.0 2.55 5750.3 2255.0 10.9 24579.5 Practice #2 2255.0 10.90 24579.5 TOTAL SUMMER POINTS ,- 54,258.15 ---------------------------------------------------- 50,961.89 TOTAL x SYSTEM = SUM PTS MULT COOLING POINTS TOTAL x CAP x-DUCT I COMPON RATIO MULT x SYSTEM x MULT CREDIT MULT _-------- = COOLING POINTS 54,258.15 .37 ----------------------------------------------------- 20,075.52 1 50,961.89 1.00 1.098 .340 1.000 19,030.87 WINTER CALCULATIONS BASE __= I =-- AS -BUILT GLASS ---------------- ORIEN AREA x BWPM = POINTS I .TYPE SC ORIEN AREA x WPM x WOF = POINTS 'NE 54.00 -3.4 . -183.6 SGL .69 NE 47.0 7.9 1.34 495.2 SGL - .69 NE 7.0 7.9 1.39 76.4 E 165.001: -3.4 -561.0 SGL .69 E 47.0 -.8 .71 -26.7 SGL .69 E 21.0 -.8 -1.99 33.4 SGL .69 E 97.0 -.8 -2.03 157.5 SE 7.00 -3.4 -23.8 SGL .69 SE 7.0 •-8.1 .05 -2.8 W 134.00 -3.4 -455.6 SGL .69 W 64.0 -.8 -2.03 103.9 SGL .69 W 6.0 -.8 -2.03 9.7 SGL .69 W 64.0 -.8 -2.03 103.9 -----------------------------------------=------------------------------------- :15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS GLASS: ------------------------- AREA AREA FACTOR POINTS POINTS POINTS .15 2,255.00- --------------------------------------- 360.00 .940 -1,224.00 ---------------- -1,150.05 j 950.65 NON GLASS ------------ AREA x BWPM = POINTS I TYPE R-VALUE AREA x WPM = POINTS --------------------- WALLS---------------- Ext 455.0' 1.1 Adj. 95.0 1.8 500.5 171.0 CEILINGS ------------- UA 2255.0 - .6 1353.0 FLOORS --- ------------ INFILTRATION--------- Ext NormWtBlock In Adj NormWtBlock In Single Assembly 3.0 3.0 --------------------- 455.0 3.80 1729.0 95.0 2.30 218.5 12.0 2255.0 1.55 3495.3 2255.0 4.1 9245.5 Practice #2 2255.0 4.10 9245.5 TOTAL WINTER POINTS :. 10,119.95 15 638.90 TOTAL x SYSTEM = --------------------------------------------------------- HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING WIN PTS MULT POINTS I COMPON RATIO MULT MULT MULT POINTS ------------------------------------------------------------------------------- .10,119.95 1.10 11,131.95 1 15,638.90 1.00 1.098 .460 1.000 7,901.29 ******************************************************************************* WATER HEATING ******************************************************************************* BASE __= I --= AS -BUILT = __ ------------------------------------------------ NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL BEDRMS RATIO MULT ------------------------------------------------------------------------------- • 3 3527.0 10,581.00 65 .91 1,.000 3411.0 1.00 10,233.00 SUMMARY ******************************************************************************* BASE ___ ( __= AS -BUILT COOLING HEATING HOT WATER TOTAL I COOLING HEATING HOT-WATER- TOTAL POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS =------------------------------------------------------------------------------ 20075.5 11131.9 10581.0 41,788.46 19030.9 7901.3 10233.0 37,165.16 * EPI = 88.94 i For detailed information of the EPI rating number or for any ITEM listed, ask your Builder for DCA Form 600A-93 or Form 600B-93 ENERGY GUIDE EPI= 88.9 0 10 20 30 40 50 60 70 80 90 100 The maximum allowable EPI is�100. The lower the EPI the more efficient the home e' RESIDENTIAL ENERGY PERFORMANCE RATING SHEET ITEM HOME VALUE Low -Efficiency High Efficiency SINGL CLR DBL TINT WINDOWS ..................... Single Tint ------X-------------- INSULATION .................. Ceiling R-Value......... 12.0 Wall R-Value......... 3.0 R-10 R-30 1--X------------------ I R-0 R-7 -------- X------------ I R-0 R-19 RESIDENTIAL AC LOAD COMPUTER CALCULATION PER ASHRAE METHOD ISLAND DUNES APT # C PREPARED UNDER SUPERVISION OF: FLORIDA ENGINEERING SERVICES CONSULTING ENGINEERS * * * * AIR CONDITIONING LOAD i * * * * * 8/28/92 GROSS AREA = 2238 SQ FT NET AREA = 1902 SQ FT NET/GROSS =0.85 ITEM COOLING HEATING ROOF 2238 X 5.0 = 11190 2238 X 3.5 = 7833 COMMON FLOOR AREA 2238 X 3.0 = 6714 2238 X 3.0 = 6714 UNCONDITIONED FLOOR AREA 0 X 5.0 = 0 0 X 10.8 = 0 COMMON PARTITION AREA 529 X 3.0 = 1587 529 X :3.0 1 1587 OPAQUE OUTSIDE WALL AREA 381 X 5.0 = 1906 381 X 10.8 = 4118 GLASS WIDTH HEIGHT O/H i E 6.00 8.00 1.00 48 X 49.7 = 2386 48 X 38.5 = 1848 SE 6.00 8.00 5.00 48 X 20.0 = 960 48 X 38.5 = 1848 NE 1.50 5.33 8.00 8 X 37.0 = 296 8 X 38.5 = 308 E 4.00 4.00 5.00 16 X 20.0 = 320 16 X.38.5 = 616 SE 1.50 5.33 8.00 8 X 20.0 = 160 8 X;38.5 = 308 E .12.00 6.67 9.00 80 X 20.0 = 1601 80 X-38.5 = 3082 W 8.00 8.67 8.00 69 X 28.6 = 1986 69 X 38.5 = 2670 NW 1.50 4.00 6.00 6 X 37.0 = 222 6 X 38.5 = 231 W 2.00 4.00 5.00 8 X 20.0 = 160 8 X 38.5 = 308 SW 1.50 4.00 6.00 6 X 20.0 = 120 6 X38.5 = 231 W 8.00 6.67 8.00 53 X 21.3 = 1138 53 X 38.5 = 2054 INFILTRATION 878 2416 LIGHTS 300 X 3.4 = 1024 KITCHEN 1200 PEOPLE SENSIBLE 6 X 250 = 1500 FLOOR TOTAL 'SU.NSIBLE X FACTOR= GTH •HEATING BTUs EQUIV KW TYP FLOOR 24159 X 1.3 = 31406 28338 8.3 TOP FLOOR 35349 X 1.3 = 45953 36171 10.6 * * * * * ArrIDAVIT TO 86 COUPLEM FRSOR TO TILE ISSUANCE OF ART DU=ZMG PSMIT ST. LUCIE -COUNTY ARCHITECTS AND/OR ENGINEERS AFFIDAVIT DATE Standard Building Code as adopted. by St. Lucie County Boarc County Commissioners - Section A103.3.2 and ,A•103.6.2, 1991 Edit' and NPPA Pamphlet 1, 1991 Edition and NFPA 101 1991 edition Ln accordance with Chapter 633. The Plans Submitted for: Permit # Address Conform to the laws as to -agrees, type of construction and, game arrangement and the plans and design, conform to the requzreme of the Code as to strength, stress, strainer loads and stabile I (We) further agree to 'submit to the Suilding Official, copies all inspection reports submitted by the projects author: Threshold Inspector(s) certifying that all construction activit have been completed in accordance with the project plans designs. w BY: � .. Architect G By: Engineer (seal) _ ;seal) �+s_-1SC'1_W ida statutes► requires that - a Flor (a) section 553.79(5)r 'all structural components Special. Inspector inspect or welfare on --' relating to the public -health, safety► any threshold building. (b) the Special Inspector shall bea person lian censed under chapter 47lr Florida StatutFlorida Statutesr as an licensed under Chapter 481r person lacks scertaining that ce to perform a Acchiteet. Upon a j adequate knowledge, training, or experien threshold building inspeotions, the Building Official �shall decline to etch ccePt.,the inspection reports► and affidavits (c) The Special Inspector shall be present during any time when structural components of a threshold building are being constructed: of cord (d) The Special Inspector 9uahshall records or maintain dcopiesethereof all inspections, shall be delivered to,the Building Official weekly - is (e) The following a list of examples of inspect one required. it is not meant to be a complete ios a ete list and responsibi}ity is not limited to the ro edures► plans and 1. All shoring and re -shoring p an details shall be prepared by and sealed by engineer registered in tof allt rida s'eiori g odocuments signed and sealed copy shall be submitted to the architect, the structural engineer, and the Building Official. 2. The placement of all reinforcingseel shall h l be supervised and certified by the Special 3. The fire integrity of all-, required of same Eldora and ceilings, including p by any trader shall be approved by the Special inspector. (f) Upon discovery of work not in compliance with the approved plans and specificationsr or the standard Building Coder the special Inspector shall immediately notify bethe Building Official' in 24 houYs,Written confirmation shall provided (g) Upon completion of the construction work or project, the Special Inspector shall submit a Certificate of Compliance to the Building Official, Such Certificate of Compliance shall state that all work ub'ect the to special inspection was done in comp liance withappproved plans and specifications and the Standard Building Code = editio'n. (h) Discharge or change of, a Special Inspector shall be reported to the Building Official in writing within 24 hours of such discharge a.r change. (i) The owner shall pay all costs of employing, b• he Special Inspector. St. Lucie County or its agents aseUM no liability or responsibility for and offer=;1e waaonsi implied, expressed or otherwise for the- ozkr Z. or statements of any Special Inspector. I HEREBY CERTIFY TEAT I HE REXD TH . A� F To A'P [DE BY THE CONDITIONS ° AB:[DE TIONS SET FORTEP1 am e :''`r Engi.near/Architect Seal e jl' ,. N Y41 ST-., LUCIE COUNTY -FT.. PIERCE FIRE DISTRICT BUILDING PLAN ,REVIEW P. O. BOX'3030 Telephone: 407462-2312 Ft. Pierce, FL 34948-3030 FAX: 407-462-2326 JURISDICTION: St Lucie County FPB #: 6517 PROJECT NAME: SLC Waste Water Plant BLDG DEPT #•: 95-100773 CONTRACTOR: Adams Robinson • PHONE #: 407-774-5600 do ARCHITECT: Camp Dresser Mc Kee— PHONE #: 407-689-3336 BUILDING OWNER: St Lucie County REVIEW DATE: 11-08-95 BUILDING LOCATION: 7601 S Ocean Dr # OF STORIES: 1 QCCUPANCY TYPE: AUTO SPKLS: Yes No GROSS -SQ 'FOOTAGE: 8950sq ft NET SQ FT: OCCUPANT LOAD: BASED ON: sq ft per person CONSTRUCTION TYPE: NFPA #220• ( ) SBCCI ( ) NEW CONSTRUCTION _X_TENANT IMPROV RENOVATION ADDITION SHELL ONLY The Fire Marshal requires 24 hour notice on all inspections. 1. Waste water treatment facilities life safety requirements shall be in compliance to National Fire Protection Associaiton Standard #820. 2. Provide•a 4A-40BC rated fire extinguisher for the Control Building. 3. Provide a 4A-40BC rated fire extinguisher for Fuel Storage Containment Area. 4. A separate permit is required from the Fire Marshal's Office for the installation of the fuel tank: 5. A separate review will be required for permitting the Administration Building. REVIEWED B` DATE: 1/-•f(- Sheet ( of �_ A, I DEPARTMENT OF COMMUNITY DEVELOPMENT CODE'COMPLIANCE DIVISION MEMORANDUM WASTE WATER TREATMENT FACILITIES SOUTH HUTCHINSON ISLAND PRE -REVIEW 12/9/94 THE COMMENTS LISTED BELOW ARE MINOR IN NATURE, BUT NEED TO BE ADDRESSED: 1. THERE IS NO HANDICAP PARKING INDICATED 2. L SERIES OF SHEETS (LANDSCAPING), IS NOT INCLUDED 3. -A LEG SiTEET.LISTING THE SQUARE FOOTAGE OF ALL STRUCTURES NEEDS TO BE A PART OF THE PLANS. PLEASE SHOW INDIVIDUAL AND m TOTAL SQUARE FOOTAGE. 4. AT••TIME OF SUBMISSION FOR PERMIT, PLEASE INCLUDE CONTRACT PRICES FOR PROJECT. I - 5. IF ANY STRUCTURE'S ARE HEATED OR COOLED, AN ENERGY CODE WILL BE REQUIRED. - 6. OUTSIDE CONDENSER UNITS WILL REQUIRE AN ADJACENT DISCONNECT. 7. NO GRAB BARS WERE INDICATED IN THE HANDICAP REST ROOMS. 8. HOT WATER LINES IN THE HANDICAP LAVATORIES WILL HAVE TO BE INSULATED. 9. NO INFORMATION ON INSULATION WAS NOTED. �,, I s ��'I S Z/p 9 ra %rrivAVXT To 88 CWL=w PRZOA To MM ISSVANCS OF ANY WILDZU0 PEMI%* ST. LUCIE -COUNTY ARCHITECTS AND/OR ENGINEERS AFIDAN IT DATE s. Standard Building Code as adopted. by St. Lucie County Board County Commissioners - Section A103.3.2 and A103.6.2, 1991 Edit and NFPA Pamphlet 1, 1991 Edition and NFPA 101 1991 edition z.:. Accordance with Chapter 633. The Plans Submitted for: i�'•`��-i T�1�� Permit # Address Conform to the laws as to ems, type of construction and,gsne arrangement and the plans and design, conform to the regtura= of the Code as to strengthf stress, strainst loads and stabile i (We) further agree to 'submit to the Sui lding official, copies all inspection reports submitted by the projects author: Threshold Inspector(s) certifying that all construction activif have been completed in accordance with the project plans designs. Architect (sea.l) G By: Engineer (seal) (a) Section 593.79(5}, Florida Statutes, requires that ,a = special com Inspector inspect all structural or welfare non relating to the public healthr safety, any threshold building. (b} �rhe Special inspector shall be*a person licensed under Chapter 471► Florida statutes as an Engineer or licensed under Chapter 481, Florida Statutes, as an Architect. Upon ascertaining that a person! lacks adequate knowledge, training► or experience to perform threshold building inspections, the Building Official a shall decline to accept the inspection reports, and affidavits of such person. W (f) in The SstructuP l pcomponentslof apthresholdrbuildingtare when stcu being constructed. The Special inspector shall! maintain a dailyy record of all inspections. Such records or t facial weeklyereof shall be delivered to the Building Of 'the following is a list of examples of inspections required. It is not meant to be a complete list and tt responsibility is not limited to thicooedures, plans and 1. All shoring and re -shoring p an details shall be -prepared by and sealed by engineer registered' in the State of Florida. A of all s'fsoring documents signed and sealed copy shall be submitted to the architect, the structural engineerr and the Soilding Official. 2. :The placement of all reinforcing steel shall be supervised and certified by the Special Inspector. 3. The fire integrity of all -required walls, ors and ceilings, including penetrations of same by any trade, shall be approved by the Special inspector. Upon discovery of work not in compliance with the approved plans and specificationsr or the Standard Building code, the Special inspector n ! immediately confirmation notify the Building Official. shall be provided within 24 hours. Upon completion of the construction work or project I rojectI the Special xnepector shall submit a$�C h Cez iaaof Compliance to the Building Official. of Compliance shall state that all work sub'ect to special inspection wasdone in omafiance with the ap roved plans and specifications nd the Standard Budding Codes XW edition. (h) epo tedg to°thehBuildi g Officiallin writing wi hin 24 repo, hours of such discharge OX change. (i) The owner shall pay all ^osts of employing Lire, Special . Inspector. St. Lucie County or its age:�ta ass�ne Y- liability or responsibility for and offero;rar.arit implied► expressed or otherwise for the aciiensl �acrk : or statements of any Special Tpspeatox. I SEREBy CERTIFY THAT I EAVZ RETO 0 AW A$�.r? E _'�'�% AD ',EDE By THE CONDITIONS SET FORTH. � ' 1� o ►i� game! cerbIrloation Engineer/Architect Seal Signature �p g, iv =- 0 "o 0 1 a a t�lJ SO H 9 3 �bj O Lam-, .�-, CHrJ [H+7 1-3 r z rr � cn CO o z z z H m m �y vc FA 1 O Z H r 0 t� i b o� �.II o� °off vs9 n �6� of Z oa I b 0 69'36 :52'"ET pg3.S3 \\ � w ��bti PIZ e w� w y w w o n o h a�n^ '36'S?'E ,Glf�: zOb¢55' Go iJ 6I VOO- N � �Zynm not! v n D p Z b SJ4ry0 i ��NES I1 I i I /J B9,5g, NO�P PgOP_ I; �I e ry [iNE Z 335 SEcnq„`FSaR a a3H7 . f i '`rboo H�JR,O ek wq 9 —_-7-1--�7 _ s u oo = h — C pl II C m m PC Z "D $$So...." 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It 0 1 Duo■ ■■ 4 e_■ a■oo■■ Duos ■us■■ voo■o■ 000 � • ■ ■ e uu■uu ■ ooe■ o00 c� l I R � 1 l ITIS7�Z IT77STT'i L�LLLI�71.1� LLLZ ssy wev■ea ee■ ■ BUILDING THREE HUTCHINSON ISLAND, FLORIDA A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED COMPLIANCE WITH THE STANDARDS ESTABLISHED IN AND THEIR USE INCORPORATED INTO DESIGN AND SPEC - SECTION I65-33.001, FLORIDA ADMINISTRATIVE CODE. IFICATIONS IN ACCORDANCE WITH SECTION 6, AMERICAN B. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL DESIGNED IN ACCORDANCE WITH SECTION 6, AMERICAN ENGINEERING 1-88 (DULY 1SSO)'MINIMUM DESIGN LOADS NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL FOR BUILDING5 AND OTHER STRUCTURES' TO WITHSTAND _ ENGINEERING 1-88 (JULY ISSO)'MINIMUM DESIGN LOADS THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC FOR BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND WIND SPEED OF 110 MILES PER HOUR THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC WIND SPEED OF 110 MILES PER HOUR DRAWIN(fi INDEX CIvIL STRUCTURAL ARCHITECTURAL PLUMBING= ELECTRICAL -ET < i ExisTmw corvpmovs 81TE DIMEu610N PLAN 9rtE DEVELOFnENr sm.I GENERa. Norea FIXmpdilCN . GRpM' FLOOR FRAniNG FLdV - FOaNDdilpV GROVm FLOOR FRaYirG ER SWEET , DRAWING I�Ex BING PLAN sP1 wlrecrvRAL alre P.AN P-: PLAN FIRE 6AFETi PLAN - GROmD FLOOR cNa PLAN DmENe_ - FLOORI E-I p'P ER a p PPER P_ FLOOR PLAN - I� ROAD A IE QT - STATE ROAD A-i-A O T - SEuER—ILE oa¢ Fill PLAN inPlNVEnENT9 Bi-)D 1 r NG PLAN DmEN9iOv9 mPROrEnENTa 91-3 BECduD FI FRMIrvG PLAu &-3D SECOND FLOOR FRAnING IW.dN DMENa1gJ9 a < F93 RE 9AFEtt RaN - aECLND LF OOR RE :NETT PLdN . rrPlcdL ROORB 3-13 - F8 rT PLdry -ROOF D IrvtElaoR ELE diIG 19 UNITB 'd'3'B' dND 'C' Al re V °' ARAGET.-EL AN - FLOCR9 3 _,a - 0 dr�D c . ST. LUCIE COUNTY -FT. PIERCE C-9 ALB rY i F 1 PLAN 3 TufN AILB P 9 WATER 9ANITAR.Y AND FlRE 13 DMEN9�Orv9 IAGRdM FIRE DISIRICT ASE - ROETAE9 Ls_ - FR.a. om+ENs�cNS 11—FLooR iadN� Anctis AL EIm PANEL scwEDULES REVIF._MVED FOIi CO\1PLIAM1CF _ — _ — c n wdreR DETAILS S DETAILS P-0 SS ITAl r AND GSga oaER PARGNG DecF: Fas:DdncN T UPPER PARCING pEGc FLOOR FRAnING _ AND _AuAl2_ VERrIcdL RS PLAN eb C.� FLOOR RAN . FLOORS 3 - 13 BJF.�T TO RINAL FIELD I,X'SI'IICT�OI - e' 1 Fau 0 — DETAILSa '-' of,ni�a s0i.3< AAaS LLSEC IISTONS-- m AL ELEvdraR coRE N+D LOBBr PLAv WALL sECTIa S AS RoeF �''" MECHANICAL NOTICE: All shell butlilfng1 are subject to the Code. requirements for BY: BAYOEI c•4 DATE/ Tw DETAILS 9w cwurE SEcrlcrvs each individual tenaat improvement. s3-7 FRAn Fn D a C„ems dre-1 G EVAna� R SEcnoNs AD a aAN =-a Twat It. watiom e.rt. mquin meets. nasa chow. asoraga;'ana are orumc ion, Compliance to: I NEPA. MOM z. Standard Building 6 -I FRA NG DETAILS S ASS DULE9 3. State Fire Marsha as -I cDLuro+ 9cuEDULE A' ILTAfY.ED FLooR PLdN RAT ANn wlNDau BcuEWLEa FLooRS 3 Tww D AREA'B• E FIGED FLooR PLAN rPicAL , 4. Local Fire Codes se-1 swEARWALL PLANS-. 9cuECULEs AA EA •c• ENLARGED FLocR -Ary LE�AT�cN9 Fue SI-Aces 1-1La dL wrta •d•. •B• AND •c• An AFEA 'D' ENLARGED FLOOR PLAN dft - u�1T D'. BCwEDULE9. NorE9 SEE ATTACHFD DEPARTMENT WRI Ar'� A- DETAILS oK a Fu DIAGRAna AND —DULE9 P.O. BOX 3030 TELEPHONE: (407) 4. FT. PIERCE, FL 34950 FAX: (407) 4q- j "a CIVIL ENGINEER STRUCTURAL ENGINEER ARCHITECT M.E.P. ENGINEER CONTRACT S;. LUc GOUNI'/ - CULPEPPER AND TERPENING INC. RIvA KLEIN AND TIMMONS POWELL DESIGN GROUP, P.A. FLORIDA ENGINEERING SERvICI E5 BUILDING DIVISION REVIElNED CONSULTING ENGINEERS AND 4914 S.W. 12 ND AVENUE 3318 EDGEWATER DRIVE 34 NORTHWEST 168TH STREET rOR COMPLIANCE' LAND SURVEYORS MIAMI FLORIDA 33155 ORLANDO, FLORIDA , NORTH MIAMI BEACH, FL. 3316 S P.O. BOX 13360 (305) 661-0310 (401) 422-5461 (305) 653-0212 FORT PIERCE, FL. 34919-3360. (305) 661-2 68 -FAX (40-1) 422-3361 - FAX (305) 653 -+D232 FAX 'ns AnD PERMIT (401) 4&4-3531 (500) 422-5469 (401) 464-94191 - FAX—_----� POWELL DESIGN GROUP, P.A ARCHITECTS AND PLANNERS, 3378 EDGEWATER DRIVE ORLANDO, FL. 32804 CONSTRUCTION NOTES: 00200 BUILDING 'GOES: STANDARD BUILDING CODE - 1988 CHAPTER 16B_SS, FLORIDA ADMINISTRATIVE CODE FRAME DESIGNED AS PER A"' ]-88 EXPOSURE D (110 MPH) WAVE ACTION ADDED TO WIND ACTION AS PER COASTAL TECHNOLOGY CORP. REPORT GATED AUGUST 1992. 00500 STRUCTURAL LOADING: THE STRUCTURE HAS BEEN DESIGNED IN ACCORD WITH THE BUILDING CODE AND/OR MORE RESTRICTIVE REQUIREMENTS FOR LOADS AS GIVEN BELOW UNLESS SPECIFIC AREAS OF THE DRAWING SPECIFICALLY CALL FOR DIFFERENT LOADING CRITERIA, REFER TO DRAWINGS FOR LOAD SCHEDULE. GRAVITY LOADING UNIFORM LIVE LOAD APARTMENTS, DWELLINGS, HOTELS 40 PC' PRIVATE BALCONIES 60 PSF PUBLIC ASSEMBLY AREAS IDO PSF GARAGES NO RESTRICTION 250 PEF 02371 AUGER CAST GROUT PILES: CONFORM TO INSTALLATION AND WORKMANSHIP CRITERIA OF THE 0ED ECHNICAL REPORT. PROVIDE LOAD TEST TO CONFIRM DESIGN CAPACITY. PRODUCTION PILES SHALL HAVE AT LEAST AS MUCH GROUT VOLUME AS THAT MEASURED IN THE TEST PILES. GROUT STRENGTH F - 5500 PSI REINFORCING STEEL: Fyc = 60 KSI PROVIDE FULL TENSION SPLICES IN ALL REINFORCING. CONFORM TO ALL APPLICABLE REQUIREMENTS OF "CONCRETE REINFORCEMENT" AND "CAST -IN -PLACE CONCRETE." LOCATION TOLERANCE SHALL BE AS FOLLOWS: SINGLE PILE AND 2 PILE CAPS TRANSVERSE TO LINE OF PILES 2" INTERIOR PILES OF 5 PILE CAPS AMC LARGER 6" ALL OTHERS WHERE AS BUILT PILES ARE OUT OF POSITION BY MORE THAN THE TOLERANCES, OR REJECTED BY THE SUPERVISING GEOTECHNICAL ENGINEER, THE CONTRACTOR SHALL BEAR ALL COSTS OF REVIEWING; CHECKING, AND REDESIGNING THE PILE CAPS. FOR ADDITIONAL MATERIALS AND LABOR TO CONSTRUCT THE REVISED CAPS, AND FOR ANY ADDITIONAL PILES THAT ARE REQUIRED TO SATISFY THE FILE REINFORCING TO BE: COMPRESSION: 5R5 VERTICAL F.L. N3 ROUND TIES ® 16"o/c TENSION: 4 a9 VERTICAL F.L. N3 ROUND TIES A 16-F 01100 SCOPE OF SERVICE: 03100 FORMWORK: THE STRUCTURAL ENGINEER OF RECORD HAS DESIGNED AND IS RESPONSIBLE CONTRACTOR SHALL DESIGN AND ERECT FORMWORK IN STRICT COMPLIANCE STRICTCOMPLIANCE FOR ONLY THE SPECIFIC STRUCTURAL COMPONENTS SHOWN IN THIS SET OF WITH .ACI 34]R-80. SEE TYPICAL DETAILS FOR CAMBER STRUCTURAL CONSTRUCTION DOCUMENTS. IF A SPECIALITY ENGINEER, AS CONTRACTOR SHALL COORDINATE ALL OPENINGS AS REQUIRED FOR OTHER DEFINED BY THE DEPARTMENT OF PROFESSIONAL REGULATION, IS REQUIRED, HIS TRADES. OPENINGS WHERE SHOWN ON THE STRUCTURAL DRAWINGS ARE TO SERVICES MUST COMPLY WITH THE SCOPE OF SERVICES AS OUTLINED IN ,,,SERVICES IDENTIFY DESIGN INTENT ONLY. THE SPECIFIC DIMENSIONS AND LOCATIONS CONSTRUCTION DOCUMENTS. SHALL BE FURNISHED OR CONFIRMED SY THE TRADE REQUIRING THE OPENING. - PROVIDE CHAMFERS AT ALL CORNERS IN CONCRETE MEMBERS EXPOSED TO VIEW. D1400 STRUCTURAL FRAME INSPECTION: FORM— TO REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED ENOUGH STRENGTH TO SUPPORT ALL DEAD LOADS PLUS A MINIMUM. OF 50 PSF OF OWNER TO EMPLOY A REGISTERED INSPECTOR TO PERFORM THE DUTIES ADDITIONAL CONSTRUCTION LOAD. SEE SPECIFICATIONS FOR ADDITIONAL REQUIRED BY THE .STATE OF FLORIDA AND THE LOCAL BUILDING CODE. REQUIREMENTS. 02000 FOUNDATIONS: 0320D CONCRETE REINFORCEMENT: � DATA AND RECOMMENDATIONS HAVE BEEN PROVIDED BY CARL WORK SHALL BE IN ACCORD WITH ACI 301-89, ACI 315-88, ACI 318-89, CRSI"MANUAL N.D. G NEHNICAL HNENORICKSON. I.E.. BASED ON THE RECOMMENDATIONS. THE OF STANDARD PRACTICE" 1990, IRS' "PLACING REINFORCING BARS" 1981, WRI "MANUAL FOLLOWING FOUNDATION SYSTEM WILL BE USED: OF STANDARD PRACTICE". 1992. BARS SHALL CONFORM TO ASTM DIAMETER AUGERCAST PILE INSTALLED TO A TIP ELEVATION OF -54'C" NGVD. SPECIFICATION A615(SI), GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO COMPRESSION COMPRESSION - ASTM A185. WELDED BAR MATS SHALL CONFORM TO ASTM A495. SEE TYPICAL TENSION = 60 TON LATERAL CAPACITY = I TON DETAILS FOR SPLICE REQUIREMENTS. TOTAL STEEL AT LAP SPLICES SHALL NOT EXCEED SO. THEREFORE. MEMBERS WITH REINFORCING RATIO NOT EXCEEDING PILES TO BE LOCATED C.C. MAY HAVE ALL BARS LAPPED. 5.39 MAY HAVE 1/2 BARS LAPPED. AND -7. IN S I GEOTECH NICAL ENGINEER IS RESPONSIBLE FOR SPECIFYING AND MONITORING MA MAY HAVE 1/3 BARS LAPPED, ALL IN ACCORD WITH ACI 315-88. MECHANICAL ALLTESTING, INSTALLATION. EVALUATION, AMC REPORTING RELATED TO THE CONNECTORS SHALL BE IN ACCORD WITH ACI 439-3R-83. WELDING SHALL BE IN FOUNDATION SYSTEM. INCLUDING ALL WORKMANSHIP PROVISIONS RELATING TO ACCORD WITH AWS DI.4-92 AND PERFORMED ONLY UNDER DIRECT SUPERVISION DINTATIVE. THE SOIL - STRUCTURE INTERFACE. THE STRUCTURAL ENGINEER IS RESPONSIBLE OE OWNER'S RAWs CONCRETE COVER REQUIRED AS FOLLOWS: FOR SPECIFYING THE MATERIALS USED TO CONSTRUCT THE FOUNDATION UNITS CAST AGAINST AND EXPOSED TO EARTH 3`• AND FOR THE SELECTION OF VARIOUS SIZE UNITS TO SUPPORT THE STRUCTURAL FORMED. EXPOSED TO EARTH OR WEATHER FRAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING APROVAL FROM 16 AND LARGER 2 GEOTECHNICAL ENGINEER PRIOR THE PLACEMENT OF ANY FOUNDATION ELEMENTS p5 AND SMALLER 2 SLABS AND WALLS - NO WEATHER EXPOSURE OVER PREPARED SUBGRADE AND/OR DEEP FOUNDATION ELEMENTS. 2 HOUR FIRE RATING AND LESS 3/4„ 3 HOUR FIRE RATING AND MORE 11 02200 EARTHWORK: - JOISTS - NO WEATHER EXPOSURE a= a 1 HOUR FIRE RATING 3/q• 3/ CONTRACTOR SHALL DEWAALLTER SITE AS NECESSARY, SO THAT ALL CONCRETE CAN 2 HOUR FIRE RATING ACEDI BE PLACED IN THE DRY. ALL BACKFILL SHALL BE ACCOMPLISHED USING 3 HOUR FIRE RATING AND MORE I_�/4•• MATERIAL CONSISTING CRUSHED STONE AND/OR MATERIAL APPROVED BY THE COLUMNS AND BEAMS - TIES OR STIRRUPS 1 CE GEOTECHNICAI ENGINEER. THE BACKFILL SHALL BE COMPACTED i0 95% OF B MAXIMUM DENSITY AS DETERMINED By ASTM D-1557. NO RACKFILL MATERIAL SHALL BE PLACED AGAINST WALLS WHICH DO NOT HAVE PERMANENT FLOORS AT PC = 3000 PSI TYPICAL LAP SPLICES THE TOP AND BOTTOM WITHOUT PROVISIONS FOR ADEQUATE TEMPORARY VERTICAL HORIZONTAL HOOKED BAR. BRACING OF THOSE WALLS. PROVIDE ADEQUATE EXCAVATION BRACING IN ACCORD WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS TO MAINTAIN BAR COMP TENSION TENSION DEVELOPMENT EXISTING FOOTINGS, UTILITIES, AND OTHER IMPROVEMENTS IN A SAFE SIZE LAP BARS CONDITION. BARS SPECL GENRL N3 I'-0 1'-D 1'-4 0'-B 0`-B 02210 STRUCTURAL FILL kd . - -10 0'-] '8 1 FOUNDATIONS PLACED ON COMPACTED CSTRUCTURAL FILL HAVE BEEN NS I' 0 '-8 00- DESIGNED FOR A BEARING OF 2000 PSI FILL TO BE COMPACTED i0 959. OF FILLT 6 - 0''-0 y1 2._1 2'-11 -10 I MAXIMUM DENSITY AS DETERMINED BY ASTM D-1551. PLACE FILL IN LAYERS OF X] 2' ,31 2'-10 8" THICK MAXIMUM AND UNDER THE DIRECT SUPERVISION OF A GEOTECHNICAL. 4'-0 0-11 1'-2 ENGINEER. FILL TO BE TESTED TO VERIFY COMPACTION. d8 2'-6 3'-10 6'-3 1 -1 1 -4 A9 2'-10 4'-9 6'-8 1'-2 1'-6. 02350 DEEP FOUNDATION SYSTEMS: kiO 3'-2 6'-I 8'-5 - 1 _4 1-_8 INSTALL DEEP FOUNDATION UNITS OR SYSTEMS ONLY UNDER THE DIRECT P11 3 -6 ]'-4 10'-4 I'-6 1'-TO SUPERVISION OF THE OWNER'S GEOTECHNICAL ENGINEER. ANY INFORMATION PRESENTED ON THE DRAWINGS INDICATING DESIGN, PREDICTED, OR BASE BID ROCK ELEVATIONS OR PILE TIP ELEVATIONS IS BASED ON INTERPRETATIONS OF TO = 4000 PSI TYPICAL LAP SPLICES THE SOIL BORINGS AND IS TO BE USED ONLY TO DEFINE A BASE -BID QUANTITY OF WORK. IN -SITU ELEVATIONS SHALL ALWAYS BE ESTABLISHED BY THE VERTICAL HORIZONTAL HOOKED BAR OWNER'S GEOTECHNICAL ENGINEER. PROVIDE LOAD TESTS IN ACCORD WITH FAR GOVERNING CODE, AS NOTEO ON SECTION 00200 OF GENERAL NOT ES,UNDER COMP TENSION. TENSION DEVELOPMENT DIRECT OBSERVATION BY THE OWNER'S GEOTHECHNICAL ENGINEER. LOAD TEST REPORT SHALL VERIFY ASSUMED CAPACITIES OR FOUNDATION MAY BE SUBJECT SIZE LAP BARS BARS SPECL GENRL TO REDESIGN. CONTRACTOR SHALL REVIEW THE GEOTECHNICAL ENGINEER'S p3 I' 0 I'-0 I'-4 0'-6 0'-6 REPORT AND FOLLOW ITS RECOMENDATIONS. CONTRACTOR SHALL PROVIDE THE STRUCTURAL ENGINEER WITH THE SURVEYED LOCATION AND BATTER OF lT 1'-3 1 -4 1-10 0-7 0-1B EACH PILE OR OTHER FOUNDATION UNIT. THE GEOTECHNICAL ENGINEERS WILL =5 1 -]'- 1'-8 23 0'-B D'-10 REPORT ON THE CONFORMANCE OF THE INSTALLATION TO THE SPECIFICATIONS µ6 AND THE CAPAC T T BAS D On E CONDITIONS ENCOUNTERED DURING THE 1 -1 1 1'-11 2'-9 O'-10 1'-O INSTALLATION. STRUCTURAL ENGINEER WILL REVIEW THE REPORTS AND ENGINEER M> 2'-3 2'-6 3'-5 0'-11 1'-2 WILL RECOMMEND ACTION (IF NECESSARY) AT CONTRACTORS ACTOR SHALL EXPENSE. CONTRACTOR SHALL NOT PROCEED WITH PILE CAPS OR ke 2'-6 3'-3 4'-] SUPERSTRUCTURE WORK WITHOUT STRUCTURAL ENGINEER'S WRITTEN APPROVAL. p9 2'-10: 4'_1 S'-9 I'-2 1'-6 ITO 3'-2 5'-3 ]'-4 1'-4 I'-8 NIT 3'-6 6'-5. 9'-G 1'-6 I -10 FHxnILu; Mi TYPICAL LAP SPLICES VERTICAL HORIZONTAL .HOOKED BAR TENSION TENSION DEVELOPMENT BARS BARS .SPELL GENRL . .1-0 1'-4 0'-6 0'-6 1.-4 1'-IO O'-] 0 '8 I-8 2'-3 0'-8 .-Is 1. 1'-11 2'-9 0'-10 1'-0 3'-2 Q'-11 1'-2 3'-8 5'-2 1'-2 4'-1 5'-9 8'-0 1'-6 I'-10 TYPICAL LAP SPLICES .VERTICAL HORIZONTAL TENSION TENSION BARS BARS 1'-0 -4 2'-3 2'-9 3'-2 2 8 9 3'-4 8 0330D CAST -IN -PLACE CONCRETE HOOKED BAR DEVELOPMENT SPECL GENRL 0'-6 0'-6 0'-] 0-'s 0'-8 D'-10 0-10 i'-0 0-11 1'-2 TO BE MIXED AND PLACED IN ACCORDANCE WITH ACT 301-84. ALL CONCRETE EXPOSED TO SALTWATER AND/OR SALTWATER SPRAY IN COASTAL CONSTRUCTION SHALL HAVE MAXIMUM WATE-EMENT RATIO OF .40. ALL REINFORCED CONCRETE TO HAVE 28 DAY COMPRESSIVE STRENGTHS AS FOLLOWS: ALL STRUCTURAL ELEMENTS F'C = 4000 PSI UNLESS NOTED OTHERWISE SLAB ON GRADE: = 3BD0 PSI CONTINUOUS WALL FOOTINGS: = 3000 PSI PILE CAPS & MATS: = 60G0 PSI - COLUMNS: = SEE COLUMN SCHEDULE FOR COLUMN SHEARWALLS; AND SHEARWALL: CONCRETE STRENGTH CONCRETE SHALL HAVE A WATER/CEMENT RATIO OF 0.60. CONCRETE STRENGTHS AT TRANSFER OF PRESTRESS FORCE TO CONCRETE SHALL BE AT 3000 P51THE TENDONS SHALL BE TENSIONED AS SOON AS POSSIBLE AFTER THIS STRENGTH IS REACHED, BUT THE TEN SON MUST. BE TENSIONED NO LATER THAT 3 DAYS AFTER CONCRETE PLACEMENT, ALL REQUIREMENTS AND RECOM MENDATIONS IN ACI-318-83 AND ACI-ASCE COMMITTEE 423, SHALL APPLY TO THIS WORK. ALL FORCES ARE SHOWN IN KIPS (1000 LBS) C.G.S. - INDICATES CENTER GRAVITY OF TENDONS. C.G.C. - INDICATES CENTER GRAVITY OF CONCRETE. THE CONSTRUCTION JOINT LOCATION SHALL BE LOCATED FROM THE CENTERLINE OF SUPPORT WHERE THE CGS OF THE TENDONS INTERSECT THE CDC OF THE CONCRETE. THOROUGHLY VIBRATE THE CONCRETE BEHIND ALL TENDON ANCHOR PLATES. PROVIDE BACK-UP REBA PIS BEHIND ALL ANCHOR PLATES AT CONCRETE EDGES AS DETAILED, SPACING OF TENDONS SHALL RE IN ACCORDANCE WITH ACT- SCE COMMITTEE 423. THE TENDONS SHALL BE PLACED IN A PARABOLIC PROFILE WITH HIGH POINTS AT THE. FACE OF SUPPORTS AND LOW POINTS AT THE CENTER OF SPAN. THE HIGH AND LOW POINTS ARE SHOWN ON PLAIN AND DETAILED ON THE GRAWINGS. ADEQUATE SUPPORT BARS AND CHAIRS SHALL BE PROVIDED TO DEFINE THE TENDON PROFILE AND TENDONS SHALL BE FIRMLY TIED IN PLACE TO PREVENT DISPLACEMENT BY CONSTRUCTION LOADS AND PLACING CONCRETE. THE PLACEMENT TOLERANCE OF TENDONS SHALL BE IN ACCCORDANCE WITH ACI-ASCE 423, ALL EMBEDDED PLATES SHALL BE HOT DIPPED GALVANIZED. FASTENERS IN CONCRETE SLABS, REQUIRED FOR OTHER TRADES SHALL BE CAST -IN -PLACE WHERE EVER FEASIBLE. DRILLED -IN FASTENERS MAY BE USE ONLY WHERE TENDONS ARE LOCATED MAGNETICALLY OR BY OTHER MEANS PRIOR TO DRILLING. POWDER -DRIVEN FASTENERS WITH PENETRATION OF LESS THAN REQUIRED COVER WILL BE PERMITTED. CHLORIDE IN CONCRETE SHALL NOT BE PERMITTED. TECHNICAL NOTES: PROFILES AND FORCES BASED ON 1/2" DIAMETER STRANDS (] WIRE). EFFECTIVE STRESS IN PRESTRESSING STEEL AFTER LOSSES IS ASSUMED TO BE 1]1 KSI WHICH SHALL BE VERIFIED 01 MODIFIED BY CALCULATIONS IN ACCORD WITH ACI-ASCE 423 RECOMMENDATION. YIELDSTRENGTH OF PRESTRESSING STEEL = BIG KSI. POST -TENSIONED FORCES SPECIFIED IN THE CONTRACT DRAWINGS ARE REQUIRED EFFECTIVE FORCES AFTER APPROPRIATE LOSSES ARE ACCOUNTED FOR. CALCULATIONS SUBMITTED WITH THE POST -TENSIONING MATERIAL SHOP DRAWINGS. SHALL INDICATE THE VALUES FOR ALL LOSSES APPROPRIATE TO THIS PROJECT FOR THE MATERIAL PROPOSED. CERNEIED TEST DATA SUBSTANTIATING LOSS ASSUMPTIONS SHALL ALSO BE SUBMITTED. SUBMITTAL INDICATING EFFECTIVE FORCES DIFFERENT FROM THOSE SHOWN ON THE CONTRACT DRAWINGS (SUPPLIER REDESIGN) WILL BE RETURNED, NOT REVIEWED, AS NOT RESPONSIVE TO CONTRACT REQUIREMENTS. ALL STRUCTURAL SUBMITTALS BY THE POST -TENSIONED SUBCONTRACTOR SHALL BE SIGNED AND SEALED BY THE SPECIALTY ENGINEER. ALL POST -TENSION ANCHORAGE TO BE ENCAPSULATED USINGGENERAL TECHNOLOGIES INC. PATENTED TECHNIQUES.. THIS PROCEDURE MUST COMPLY THE PTI RECOMMENDATIONS FOR TENDON/ANCHORAGE ENCAPSULATION. 03600 GROUT: GROUTING iS CLASSIFIED AS "PRECISION GROUTING" FOR SUPPORT OF OPERATING MACHINE BASES, EQUIPMENT SUBJECTTO THERMAL MOVEMENT, AND BASE PLATES, BEARING PLATES, AND EXPANSION BEARINGS EXCEEDING 8" IN LEAST DIMENSION. ALL OTHER GROUTING MAY BE"ORDINARY GROUTING". METALLIC AGGREGATE GROUT MAY BE USED ONLY IN INTERIOR APPLICATIONS NOT E%POSED TO VIEW IN FINISHED BUILDING AREAS. USE ORDINARY CEMENT GROUT ONLY .WHERE SPECIFICALLY NOTED AS "CEMENT GROUT" ON DETAILS. USE NON -SHRINK GROUT FOR ALL OTHER LOCATIONS. PRECISION GROUT SHALL CONFORM TO CRD-C621-80 WHEN MIXED TO FLUID CONSISTENCY OF 22 TO 25 SECONDS (FLOW CONE METHOD, CRD-C611-80). REQUIRED 28 DAY STRENGTHS SHALL BE AS FOLLOWS: CEMENT GROUT I800 PSI NON -SHRINK GROUT SO PSI PRECISION GROUT 6500 PSI 04220 CONCRETE MASONRY UNIT: ALL MASONRY CONSTRUCTION. TO BE IN ACCORDANCE WITH "SPECIFICATION FOR CONCRETE MASONRY CONSTRUCTION", ACT 531.1-76 (REV 1983) AND ALL APPLICABLE LOCAL BUILDING CODE PROVISIONS. ALL MASONRY WALLS TO BE CONSTRUCTED ENTIRELY OF UNITS CONFORMING TO ASTM.0 90, AND REINFORCED WITH a9 GAGE TRUSS TYPE HORIZONTAL MASONRY REINFORCING LOCATED AT 16" O.C. ALL MASONRY TO. BE LAID IN TYPE "S" MORTAR (1 BOO PSI ON THE JOB) WITH FULL HEAD AND BED JOINTS. ALL MASONRY CONSTRUCTION TO BE EITHER BOUND BY TIE BEAM, TIE. COLUMN MEMBERS AND TIED TO FRAME BY EXTENDING HORIZONTAL JOINT REINFORCING A MINIMUM OF 4" INTO CONCRETE TIE -COLUMN, PROVIDE 12 GAGE GALVANIZED DOVETAIL TRIANGULAR TIES (BY DUR-O-WALL OR EQUIVALENT) AT 16" O.C. WHERE CONCRETE FRAME IS PLACED PRIOR TO MASONRY, UNLESS NOTED OTHERWISE IN DRAWINGS. PROVIDE PRECAST LINTELS PER LINTEL SCHEDULE IN DRAWINGS OR 8•'%12" TIE_BEAM REINFORCED WITH 2 #5 T&B FOR OPENINGS 8'-0' AND SMALLER, 04230 REINFORCED UNIT MASONRY: ALL REINFORCED MASONRY CONSTRUCTION SHALL BE IN ACCORD WITH APPLICABLE PROVISIONS OF CONCRETE REINFORCEMENT, CAST -IN -PLACE CONCRETE. AND CONCRETE MASONRY. VERTICAL REINFORCING SHALL ANCHOR INTO SUPPORTING CONCRETE MEMBERS A TENSION LAP PER SECTION 3200 PLUS 3" OR FULL DEPTH PLUS A STANDARD HOOK. LAPS WITHIN REINFORCED MASONRY SHALL BE 48 BAR DIAMETERS. CONTRACTOR SHALL COORDINATE PLACING OF DOWELS TO ACCOMMODATE MODULE OF MASONRY UNITS. ALL VERTICAL CELLS AND REAMS WITH REINFORCING SHALL BE FILLED WITH COARSE GROUT CONSISTING OF 3000 PSI CONCRETE WITH p8 COARSE AGGREGATE, USE HIGH -SLUMP (SUPERPLASTICIZED) WHERE HEIGHT OF LIFT EXCEEDS 4. WHERE HEIGHT OF OPEN CELL EXCEEDS 4', USE HIGH -LIFT GROUTING TECHNIQUE WHICH REQUIRES A CLEAN -OUT OPENING AT THE BOTTOM OF ALL REINFORCED CELLS AND PLACING THE GROUT IN MAXIMUM 4' LIFTS WITH A 30 TO 60 MINUTE DELAY BETWEEN LIETS. ALL EXTERIOR WALLS TO BE REINFORCED WITH N5@68" O.C. VERTICAL U.N.O. ON DRAWINGS, PROVIDE PRECAST LINTELS PER LINTEL SCHEDULE IN DRAWINGS OR 8"X12" TIE -BEAM REINFORCED WITH 2 p'S T&B FOR OPENINGS 8'-0" AND SMALLER.. 05400 COLD -FORMED METAL FRAMING: DESIGN FABRICATION AND ERECTION SHALL CONFORM TO Al "SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" 1986 INCLUDING COMMENTARY AND SUPPLEMENTARY INFORMATION. WELDING SHALL CONFORM TO AWS "STRUCTURAL WELDING CODE -SHEET STEEL" D1.3-81 AND PERFORMED ONLY. BY WELDERS CERTIFIED UNDER DI .3. SELF -DRILLING SCREWS SHALL BE EQUIVALENT TO BUILDEX TEKS AND HAVE ALLOWABLE SERVICE LOAD CAPACITIES WITH 4:1 FACTOR OF SAFETY FROM TEST DATA. P13 Q ©(D H 0 O ® 0 C b0 b0 © O O FOUNDATION & GROUND FLOOR FRAMING PLAN - SCALE: 1/8".= 1'-O" NOTES: ,ALL GEUG 0 6 OU -N —ONCYAROUND TRANSFORIER 2111LB ENCLOSING 0 ER RAULT ANT ELEVATORS NOT TO BE BR— WALLS. G� 3 POUR 8 THC NMOUNDA ] O.0 E.W. TO &BO BOTTOMELEVATOR O. AS OV OE E STO O BE ANCHORED CMR TO LE CAPS BY DICATED & DET L 111-3 o' Z R I A x 4 TOP OF PILE CAPS TO BE'56 U N J ^ �j 5 - SEE M2-3 FOR GRADE DEALS. 6 SEE CONTINUOUS LL FOOTING SCHEDULE O 52-4 i e 2 NG i 05 sA E 0S oe 8 SEE ARCHITECTURAL DRAW NGS FOR TOP OF SLAB EIEvnT ONS. GAO °..W ,9.g.. T „•• Rz.e. s'G•' Q P13 O O : g� °., L5o °... 9 N7 H 12 66 I o e_ I <° I ' aT• ,° I f3 7_11_11__-��71 I �. I I --B - — —� - ®-- - - AA — -- -��— — 12 s q 1 CC i I DD 121, VAULT_ J as o ti �}R ROOR y \\ B=-®�'/e Y r � LE LOB � � YCLE _ r- -._. _•� 3 ,o p �w he ss D iD - -_ c 4 o° m 7 ,O Sm, �� `\ N w 0 .R DECK I I - ETA t"] � :i i" t96 9'E'- n { r ,E�',i I ,0.,�• ,e.y' , sa• I - I ,z,^ ,cr' ,ss' as � ... 16"i , a n O O d ® ,t2.g., <Jb .BUILDINGS OCR O O112 EF Oo C °NLONC, „z°•IF _KINGSTURI� DIMENSIONS AT FOUNDATION & GROUND FRAMING PLAN SCALE: 1/8 = 1 •-O'• - NOTES. i - -CONTRACTOR SHALL CROSS CHECK ALL DIAENSONS nGVNEi ARC GANGS AND NCT FT THE ENGINEER AND THE ARCHITECT OF RECORD. IF v 5 REGA— 5 ° BETORE PROCEE G iNE O C) z J _ — C5 ) �M2) NJ UH OL (K- ) " 1 FIRST FLOOR FRAMING PLAN SCALE: 1/8" = 1'-0 aorES —1 11-2 Pun 1EN510NE0 sans RSNroaceo'1 p+nz." . - _, No . S:-20 FOR D4aENSONS. o,c. B1).rJ6. u.E REmF. shown .c K ADD 70- aRC4' D S. FOP LOP 5'JB E�EvntiOM1'. 1 1p5 *OP k BORJ�.� 4 p3n6" J. - Brz = a^.�a^ 1 11 *JP w eoRou. s paofi" o.cc 6 - B. I3pe i0P & BOROM k p3W 0 c. 7 - SEE RECr+ANICP:. EI MICAL IND PLllBllN DRAGS FOR ALL — OPE^.-:'--. Q Q M3 M2 1126' 0 �� H.7 OH QG QE 16 9„ Q.G.. �' . i IT I GO BRED o� I II — — y`,y AA A gs \ I I I I li CC -- ——� --- 2 I Z — —-- 1 — 11 M1 DD / Y i \ ". .By • — — — —�--«— 8.9 — k yam — — 9 � I 9 . m r n r r up j p 1 lI' Y a /' e'e" 9' 60 4'• 2 2.. �Id:• 6G '9.' •. 60' \6'e S'. \J y n r. m o m \/ s N m .. I I 3, 4 a0 II IN- m '� z6.G•. 13" 511 6 r 6 t t fi' J ] n, — - 9 5" v 6..t � „� �+ ._ 8�• _.. 1e c. — ... y ' ; 3 V ♦\ \\'� \\\ \ 1\ �\\\ �\ \\\\� \\ .,-�.� \ ��\y �\\�\ � Its\ y 6' 40 fe5 1]2 - 121" I96• O�S 112'e' 3'5••. ® P ,e'6" N M 11'0" tl'0 BUILDINGS 18'S" ©OK 9 u' z3R'0' PARKING STRUCTIlElsa- �% DIMENSIONS AT FIRST FLOOR FRAMING PLAN ...SCALE: 1/8" — 1._0"... NOTES: XTHRACTOP SHP, CROSS CHECK ALL DIMENSIONS G CH. DRAWINGS AND NO— BOTH — ENGINEER AND THE ARCHLIECT OF RECORD 11 ANY LISCREPAN Y 15 FOUND BEFORE PROBEEMNOTHE WORK, SEE MECHANICAL. ELECTRICAL AND PLUMBING URWWNGS. FOR ALE S 8 OPENINGS AND LOCAIDONS DIMENSIONS AT SECOND FLOOR FRAMING PLAN SCALE' 1/8' = 1-0 NOTES: - � - CONTRACTOR SIALL CROSS CNECK - DIMENSIONS A-ST ARCI..DRAw NOS AND NCT- BOTH ENCINEER AND TIE ART1 TECT OF RECORD IF ANT E—EPAN IS FOUND BEFORE PROCEEDING III TIE MORN. 0 tiry' —VA Z f 'et — m ©Q Q Q O � I I - P _ B6 • AA i • <T --I Q (DI)s s / • — ... — 0.."- B.T Y 40 O ALL F li - O i O - OLi o i !'BFT -06 BAT 02 i B<, 4 ery r 71T, E 2' ' i E I � i X w u � s P OO N O O O O O O r� ©O (D �0 O O TYPICAL FLOORS 3 THRU 13 SCALE:. 1✓8 _ NOTES: - / - E 0 CEO W/ Aa®]< O.0 BGSi01, ALL FE11F SNOWY TO BE AOOTONK y r- s E o EN I Ns - SE CE.FOR 0 SIA E EV 5 sEXTERIOR Z a - E 0 M O 0 BE 8 H ORCE W/ E Oa8 0 ERTlEAL le J @ _� ■ 0 8GAO —EB Z, OHTR CEE 0 16 OOC Y 5 - SEE DETAL — , FOR ELAB 0 EN NG - c N CATES ShEPRNFAO 5 ER OETAL —3-1-. x� xl DIMENSIONS AT TYPICAL FLOORS 3 THRU 13 SCALE: 1/8" — V—O" NOTES: - CHE-'l III F-ISICIA „auST ARE1- —NGS AND DO➢h BOTH THE ENCMEER AND THE AROwTEET OF RECORS IT An. ISCREIINCY IS F NDBEFORE IROCEEDNG IATH THE WORK: Q s ` ©C O" O� Q C) OA �I I i I I 1 I I I I I —12 L- m AA). „T �I i TaT � aar I T K I I� 4 t c � � y 114TI m L --0 oi I/W'�I �/, �) (/��1�1 r � / I 1 I/Ilit�'I/��(I�'I `/.��f OH (��) �/'�.1�I ��(I:�� tit B. �=waW, ROOF FRAMING PLAN ff I BonOtif2 BEnoM D W ecrrou % POST TENSIONED SITE REINFORCED W/ S142 0,_. BOTTOII. ILL RE 11, S wu TO BE—IiIJNnL. - SEE IRCH DRIAINGS FOR 70POF SIPB E Ev O 5 suB W/ DO-. E.E., BD MACH: i -' ROOM ROOF NND 0 / N50 B O C E C L u0_ B GnOE NOR Z. JO i E EC a aL (*) ♦-NIBx INDICATES BBEu 1— n1 P_R D j S Iv MACH. ROOM ROOF z � a ELEVATOR MACH. ROOM r,2'6fi O 4Q 00 BLILDINGS zs's" I I afiho j - — L— — --- ---- +— P 12 II 1AA 4.. LY O/ I � I / O a n �?t i6�1 u_� Sri li jl'� IIj ;O - S m — .. s'r o• q.G,, oo- : ,., n'6 '�fi sz' �, s,r .� e,G / .i f g. G 2 8 - p.� Pa rG 4 j.2,..2. ,I,G., ,>.2„ I R.. 5.,,' ,G" fi q.G,, tb'6' r r r G _,'_�_ ,P'S" r r6'S" a0" ' W V U S Q P N M eul�dINGs K ( H f D C B. O 1 1 00 O O „z.fi O O O O 121 I DIMENSIONS AT ROOF FRAMING PLAN - SCALE: 1/8" = 1._0" NOTES: anrRrc*oa st+rE. cRcss cN,Ecx nuo ME so .o BOiN rr,E EI.G NA THE ARCH-1 OE RECOap P nuv DISC fiPPNCY IS UnG B�LO4E PROCEED uG -H ME WORK. MACH. ROOM ROOF I MACH. ROOM ROOF lo- ZRIVAZ', ELEVATOR MACH. ROOM �;I LER J I lv OU� � r A ., » 5'-e " t3'-0" ._ '_ t_ t^.. ., tT,_p.. IaT 15 0 t tov t3 -0 t 6'-a" 5 -- ry _____ _____, i___ ^v WF2 I _ WF2 I- _ F6 F6 ___L NF2 i J--WIT271 y FE __ _ L- WF2 WF2 WF2' F6 F6 _ F6 - - _ F6 , WF2 -WF2 F6 F6 v., WF2 WF2 FI WF2 WFv % F6 i6 L _ \ EAVAWAv wAL \ F10.5 �� F12 I a o m F- - 5, � BRGNAwAv tvK'. _ FI I it •A � .F. 20 20.0 °.i.t-oo ry / J,00 OF 2t00.: .. IIrv. -y_ -_ •Ii� `- --'--- ' -------- -- I 1 mJ �-0.�I fI -00 ( - 0. 250' r-,II1 ,IFI I F ✓� ____i ____ 105 All 05" 65 - . = 2 _ F1 1-2 I t22" . T I I I I I 105 I i ._ ___-______ m _I PubTER �____ _ __, I I I c R ___FIDE IUD ice. I tP I_r-----_ I / -i Ir ' 0 - Fj10.5 F10.5 -- 15 c i I - ; I i p, F10.5 ' >5 r10.5 -_ I � 1 I � I I I —II ja. F10 2f' 0 i t Fla s '\ F1 I _ I 1 I F10.5 i / /J I' I I _ I I B I I I I i 1 II 2B2 \ / I r 'A' z / ml o I $ 2 . �� 15 I I 2o.p., t ., 05>.. >00' 00 zcp 3 >„� 1 F5 WF2 _. 1 9 FE r 6 NF2 L r i 4 _cxl F4 WF2--- F9 � I. I I ; ILL '� \'\ ____I /A NI ry m ______, I 4 1 - ,� - _WF2 F4 _- / I \`1r I = I x `/ F WFP__� ___ ,F6 --=.i WF2 _ I- F6 W 1tF _, F6 6 I WF2_ WF2 t i F6 F6 i - VJF2 _ _-_ WF2 - F6 ` L NF2, - WF2--� F6 WF2____' F6 W1F( 20 _ I - - °- 333 6-IV ZRIVA�i R NOTF `�' t CO M 5 E 2 2 RE /#. tr N ES 2 C ( SETS), U.. Yp LOWER BO ED R W/6x6 a,utaw RtO ML VA OR W i. PARKING DECK FOCTING E 6CEC E 4 COLUMN C2 8 2 W/ 4#5 vERT h III O.C.I,e,,,•,.A ..u. SCALE 5 TOP OF FOOT 0 BE t'6" BEl SLAB TM t/8�� .._p�� - I 0-� mo IANtERPIANTER-® �r E +� Op_p6-4 _ _ - !O `. s 20,4 5'-0" 10 0 JO'0 i - Fe =28 K/Ft _ 1 III I 1 4 j OT EW tt I I I I I I I t 6 6 l OPEN n. OPEN © ) i I 6 B" 6 e 0 6" 70'13" e" 6 0 6" 5013 e" 20'-0' ' NOTLS: I- E T TE 50 ED 0 E W/ k . E.W. 9 u " UPPER A �v o.ouu SS O eE 12'x42 W/ 3k9 70P & DO ..k5 ADORIONh EA. FACE & k4 STIRRUPS ® 10" O.C: PARKING DECK - SCALE 1/81, = 11_Ql,. i l zve,= 1 �YN�"x...I o I'_9" 4._6" 1._9" ( _CLOT COL. & P.C. OF COL. & P.C. �2 PILE CAP (DEPTH = 32")� !13410 -- -(L--0F COL. & P.C. Q OF COL. & P.C. 6 PILE CAP (DFEPTH = 42") 5 -OP-COL. & P.C. I Q OF COL. & P.C. 7 PILE CAP (DEPTH =42") OF COL. & P.C. o \ COL I �� 2 J �I62M110 -I � 3 PILE CAP (DEPTH = 36") Q OF P.C. �. 4._6,. 1 L-V 1._94._6,. Ir L-V 1._9" 15#9 i 8 - +-OF COL. & P.C. 39 �17�10 B..L. 33 _ LI J1h10B� _I II 7'-0:.. (39 AND 33 OPPOSITE HAND) 6 PILE CAP SPECIAL "A" (DEPTH = 42") 1,_9 4-6. OF COL. & P.C. Iga10 +I. Q OF COL. & P.C. STD. So' HOOK REO'D. TYP. F 4 PILE CAP (DEPTH = 34") 4 OF P.C. L-6" 4'-V V-1 3 0 7-0" Ig10 8 -f�-OF P.C._ 38Eusl 17�10 B0.1/ _ i ( 38 AND@ OPPOSITE HAND) 6 PILE CAP SPECIAL "B" (DEPTH = 46") OF S.W. & P.C. SHEARWALL N� TYPICAL SHEARWALL PILE CAP ELEVATION 4s 4 32 (ALL PILES ARE TENSION PILES) CAP SPECIAL (DEPTH = 66") [ of S.W. & P.C. n 2,_3.. 4._6.� 3,-_51. I IOTE FOR IOL— P_6'• 6'yI� 6 71 �1 I I 3 14p10r.. n -o" _ SHEARWALL 'A"$ - - —4i__—�i' SEE PILE IOTE FOR IOL— P_6'• 6'yI� 6 71 �1 I I 3 14p10r.. n -o" _ SHEARWALL 'A"$ - - —4i__—�i' SEE PILE 12g10 --it OF COL. & P.C. Q OF COL. & P.C. �5 PILE CAP (DEPTH = 38")PILE CAMP (DEPTH = 38") - -- -- -FF-OF P.C. 17L'10 P.O.L. 4'-9 1/4" ( 32 AND 34 OPPOSITE HAND) 6 PILE CAP SPECIAL "C" (DEPTH = 46") PC>v SiENE S SEE COLUuxSCx[UES d 6v r� i I I 1 ill I 1 xE cENaI EarvoTE j i i � j In ' )' TYPICAL PILE CAP DETAIL 37 _ 2'-3� 4'-6" 4'-6" 4'-6" 4'-6" '-3' S.W. & P.C. _ SHEARWALL B 24g10B (O.L.) j OF S.W. & P.C. Z w J Y ii zl 24 PILE CAP SPECIAL (DEPTH = 66") (ALL PILES ARE TENSION PILES) CL 0 CL r_ .� N N O Q. rvs. n 2 PILE CAP (DEPTH = 24") - - U (FOR CABANA BLDG. ONLY) ' 1 6- (ol 3 PILE CAP (DEPTH = 28") (FOR CABANA BLDG. ONLY) /�� tERMf � W NSSff �`9 f� S oRMFR c FIXED END STRESSING END INTERMEDIATE ANCHORAGE � .ENCAPSULATION DETAILS a I\ q r�e'sr�io roroern cu N r Q � nLL TOP. BARS i0 Oxv cOAiEp --� _ SEE PLAN TOR I NF. —� & POST -TENS R (ol TYPICAL CANTILEVER BALCONY -1 TREADS 1 = 8'3" fi— — SF ARCM OWGS_. 6T ® If ELC f--- CAP JT I I 84 IT, SUB SEEPUN �{ VIV _. 44W10" E.W. TSB � 12"115" BEAM W/ 2E6 T S B 8 3�d ('3 STIRRUPS ® 6" O.C. A4®I6" TEMP IT 8"x12" COLUMN WITH 4M5 VERTICAL k j3 § 8" O.C. TIES 614 RETAINING WALL FOOTING BETOND %l SECTION --L �I FAGS OF SUB IT AID #4115" O.C. -- l-UlBELONG STEP SECTION U - --P as P WIT' I GA CLIP eLE w G� A b Eo1L a2 MOON SCREWS I 28 C4 BOND BEnu ( 3 S'N' O.c. T _ 8- ALL R ®2 O.C. IN CALLE E OF 11 1 1 ..1 CELL ADDY Oc FlENR III RO Z.0 F, QYP) ,. .Low. _O -n PA.Ts STUD 4 I— o n' CO C F LLED CELLS CIBGI RUNxER 1RAC . �I roI GO.)) P!W �i SE NG Pt,w / RO teCt REW5 OR EN 0 CQUC EiE USECTION 21H TO. A NOTES: i. SEE PLAN FOR COLUMNS NARKED WITH 4 INTERIOR COLUMN 2. #4.RERAR ARE IN ADOTION TO REINFORCING SHOWN IN PIAN. EDGE COLUMN TYPICAL SHEARHEAD REINFORCING �l 4 HILT, POWDER ACTUATED PINS .171 6 v/(4) p11 B xi-5/0"x18 GA METAL SCRCWS AT EACH J TYP R STUDS W 16 U SB" COX PLYWOOD SCREWED TO STUDSw/ TES SCREWS SEE ARCH OWES d (;BtO iEK SCREWS ® T E o/c AT EDGES 4 8"ojI " ]Y5 AT EACH STUD I W INTERMEDIATE SUPPORTS lO CONNECTION SEE ARCH_ / POWDER ACTUATED - 1 N1 . PINS 117"9 ®EA RARER END Ill I x- — —5EHI.AN .-_ LIGHT GAGE ROOF FRAMING r 5 VA=, SECOND POUR 20 FL f ; Y10tEs I -JOINTS SHA L 8E LOCATED WITHIN MIDDLE 1/3 OF SPAN. %1 TYPICAL SLAB CONSTRUCTION JOINT_ BA CAP r/ 2@5 COAT #5Md8"o/c 2#6 T&B k d3B6 0/0 8R8 PRECAST LINTEL SEE ARCH GARAGE WALL STANDARD DD HOOK ADDITIONAL COL TIE •,. 2'4 SIA El AT 3TVP. STRUCTURAL lOOF STRUCTURAL FLOOR MAX. SLOPE 16� f If COl E Cl A TYP. MOREN NEIUF E N MEI TO 6 PROV DE DOWELS REINFORCING li VERTICAL BENT BA SEE COL C ED R k TIES I/2' SPAC N � �. SEE 0 FOR FOOT G SIZE RE NFORC NO CLEAN %1 TYPICAL COLUMN & FOOTING BAR BENDING AN , PLACING DETAIL AIIIE FILL, G HE TH rE Ili RIEB`RA 0 ".. RE. PLANE EL - 5 A D at ta ' REINFORCED NC PLANS IE IGHED. REINFORC LED e B k SCHED. 11NEINFP CELLS WITH - COARSE ONOOT. - �. TYPICAL BEARING SLAB EDGE SECTION 8'CMO REINFORCED w/ - ++5432"o/e VERT k #8 CAGE HORIZ JOINT REINS ® 16 /c C - J4012.A TEMP q3 NOSING BAR h16 CONC BEAN 1"`j: /2/6 TAB AND • /�,' 6M6 AD TIRRupS/ A SEE DETAIL 6/S2 3-.,,./fir BREAK AWAY WALL e-1 STAIR LANDING AT GARAGE IU CORE REBAR 5FEARWILL REBAR PER SCHEDULE IYPiccl I p TE p ) - -NOTE: p EB iEARS WHERE 1ORDO THICKNESS ADDADDI TONAL SET OF TES IN BETWEEN SHEARWALL .CORE DETAIL iZl } CLAS F � A� IA7 B9E f LL_ i'=IpR note.OPENING SHALL GOT INTERRUPT CORE STEEL. SHEARWALL OPENING DETAIL LE FL RE LE RE ILE 'RE LE RE IS 55/3 'll�ll I I BOTT. - L BOTT, BOTT. STILT. I; 51 52 � 53 CANT: TEMP. REBAR #3®15" 5 1/2"..#dd18" J J/ad15" a vz•'..#sdl z'• s ......#aal s'• � v2 ..#adl r' 5"......p3®12- s-1/21'..#4d1a" a .......... pad 12" NOTE: FOR "T" GREATER THAN a" AS (TEMP.) + .024 , T INN /FOOT. � CONCRETE _SLAB DIAGRAM CONCRETE SLAB SCHEDULE MARK DEPTH BOTTOM LE FL R E B A R REMARKS ' RE - Si B••. #ed12" #4®12•' - - #4®12" U.O.N. I / s E ARrH s N5 •,aCOcM } 0TE CAP WITH 2 .0 SLOIN WALL I.Gl. WITH GLI N CENTERLI C OFaBLOCR WALL CONS. FILLED CELL TIP. 'SrsEEA R ArcoDF 'WCS SEDE —I NS 11H REINDRC NG � TYPICAL. PARAPEY DETAIL T/PUMER EE ArecH: Dwcs f IFS mNT / p3®ae"o/c B CFMHO 11 d01NT REINF j yri y s�/ fr v R IVAz Z J3 �I PLANTER Sic ECTION .$) 16 I 1-ll C 0 L U M N S C H E D U L E 50 St 59 60 45 0] 24 0 MARK 66 O 52 53 O 61 62 49 46 4E 30 3, 2'J.. 32 ?.3 33 25 36 26 35 O CJ 22 39 1 40 20 41 19 42 17. 44 12 13 6 43 10 18 ( 14 O4 O O3 06 (z O O, 07 OLUMN DETAILS s4 ss � ] sa „ ,s e' u 6q LEVEL ROOF MACH. RM. VERTICAL TIEL71, E L VERTICPI SP ICE ErAI MACH: ROOM SIZE E CA. Ba I 6X6 N} ®a•IEB 'x24" All 3 6d5 � ERTCAL �SPLICE lJl AL 2 } 2 SPLICE DETAIL ABOVE MAIN 8 VI2" SZE ROOF EL. 139-0' "'Al 6X5 X 30b" Aff, X3ms^ 4X5 X} S#S N ® 45 X3vE9 VERTCAL 10, AIL pc L "ZEE-'S 20 3 2 'x24 8 124" 2 11 a'x24" 14"x48" 12 x36" 18•'x}4" 12"x}6' 12x36" 12x36" 16"x4D". 24x24' t2"x}6" SEE pETA1L PLICE DETAIL SSZE MAIN ROOF EL. 130'1 I/2" VERTCA_ dk 6X5 #1 4X5 X S 6NB 6N5 4N1 8N6 6{1 6N] 6NB 6X12 6d1 6,41 CN8 6d6 SN6 VERTCAL ES SPLICE PETAL XS 14 2 1 X�m16 } N3®8' 2 N3®s" X } N}m8 - 2 X3ma 2 N3mt^• �' 2 k3m14" 3 X3®I2" 4 N3®12' 2 XSssl a' 1 2 N3m12" 2 N}mI2" 2 N}®2 2 XS&Ia" 2_ M3mt 6" 3 X3®12' 2 N3mt8" i TES SPLCE DETAIL 13TH FLOOR A © ' 52E E.TCAL ES $ LCE 'DETAIL 1 20' 6kJ 2 2 'x24 Xa N3�16 3 36" 6X5 X3®8" 2 24" X6 X3m8" 3 x24' ad} X3rse" 3 8 x3ff 6X5 X3®8 2 8"x32 .6X5 _ M3®B 2 t6 xY0" 6X6 X3@12" 2} e' 24" d]. XSm14" 48" p., 4 I #SIES -2' 2 ta' 3 6N ®t3 X}x 2 2 x56" 6X6 N}812" 2 2'x}"' 6X6 N}®t2" 2 2':}6" X6 d}m12" 2 8 d X3mI3" 2 2a"x2 X d} m16' 3 2'v36' 6Xfi. X3m12' - 2 SEE META SN IL N}mt8" I SIZE VERTICAL TES SPLICE 'MEAL EL '20'10" 12TH FLOOR oo o .Ili - i (� \GI 84E CAL 20'd6 6XJ 24 x24" <X6 9"x36" 6X5 8 x2a'• 8'x24" NB" 8 x36' N 8 x32' N 16"x}0" 10"x24" NJ }}14 14 x48' 84 12"x}6" X6 18•'v 4' 6.J A 12"x36" 6 NX 12"x}6" Ns 62_ 12"x}6" 62 16'x40 24'x2 '3 IT--' ®6 SEE DETAIL sX$ SIZE VERTICAL EL IT 1' 6 10. E L E TA L - d}m1a" 2 p}m1E' } q}ma" 2 X3®a'• ' N 33m5 ' 2a'. d 1- X },62� X N3®12" d 212" X3®I4" N}#' X3®I^" X3®�z- d3®J 24 X-®ae'. X 32 X3m18 . TIES SPLCE DETAIL 11TH FLOOR ® ZE TCAL Es Si LCC DETAIL 20' }6' 6XJ X-®I4' 2 2 x 411' N3mIs } „ �6 d x 5" N}me" a434" .S N}ms• 84X25" X3ma' I,- N3ma 32 6X5 d}®a IS- 6A'1 X3®1r' a'x24" NS _ dam 16" 8" N6 X3m1r i2 x36 6Xfi k3m1z' IE6Xa N3mta 6d86,• 12 d,}0t 2' N6 @'mil' 36' 6X6 N}m12 6f X3mt4 24 x2 4i8 - X}m18 t2 x}6 6Xfi X3m12 SEE #ETA!L 5N1 X}mtH SZE vFTIES SPLICE EL 023" ,OTH FLOOR I ZE 24 x24 }G" eX6 e.24 6.14 a '66N5 66;360. 126-I5 Ia6N8 126k-' 11fiN66.' 26�66�.. 6 0 2d"x2 12"x SEESdETAIL EL 92' II rz" SIL CE IETAIL 6NJ X}m1a # 2 ada N}m16 } N}ma•' 2 Xam 3 p}®s } X k}ma' X }me'. N }.212" N2a4., N 3m16" 3 N6B.. X3m12" N}m12'• z M Sm16' 2 N 3m12" 2 X 3mi2'• z X}m12'• z N X3m14'. 2 4MB X3mIB 3 I5 .6Xfi. 03®12•' s XSm18" vERPEL cnL TIES SPLICE DETAIL 9TH FLOOR j ZE E IL 20' } aX 2 "x2a 4N8 III'- '" 6Xfi 8 x24" 4X5 x24' 4X5 8 6 6X6 a.3^ 6X6 6 30 .• 6X1 "x IS NB S 8N, t x3 6 6Xfi 18 x33 12 x36" 6Xfi 2'x}E" 6X6 2•'x36" BN6 6 0 6X8 24"x aX9 36 6X6 DETAIL X] SZE VERTICAL SPECE EL.B}• 8" [ ® Es IPECI d}m a 2 N301s N3®a". 2 X3me•' X3®e 3 X3ma" 2 X3ma 2 N3 I2' N3m16" d3m1z N} Iz d}®I6 018 2 d3012• 2 p}mrr 2 g1mI2' 2 N}m 6 ' N3m1a } N}®12 @3m1e" I DETAIL BTH FLOOR 5 ZE T ES SPLICE VOT, II L 20'x36 X3 ZI4 24 x24 X}29t66 a x35" N}ZB•' 8'x24" XJ}8" 9 x24" N}}8.' 8 36" X3za'. b"x32 NJ®8 6'x30" 626 d}mt 2" 8'- X3 }96" '- N} at62`. 12 x35 NJ �B2' 18 n} N3 216 2" 36" X} " 2'x}6" X1 Z62•' 12 x36' X3®t62' 6 0 X3 Z16 2 ":24 83m90 12 x36 M}®262 SEE RETAIL X S J 3mt 9" ZE VEER TES DETCAL SPLICE EL. ]4 4 11 ]TF'. FLOOR -T. a ES ZE V Ri CAL $PL CE A 6X N8 d3mz6' '� XS#C 2 a X5 • N 3 8 AS• N 3 8aX6 X} a8N6 N 66X60" q z 8'N�4.'.. d IaB14B8 q3 z• 12 N65' - z x3 6X8 Ia®16. R3®12 12'x36" 6X6 12'v36•' X1 N 12"x35" 6N Xa z" 2 16 x40 X k 2a"x24 X9 X 3 12"x36" 6X6 L N}®1z 2 SEE DETAIL 5 ] X a SIZ E CA -CAL E DETALP,ICE6TH SSIZE EL. 65'I•' FLOOR d of 62ERL vER C 'ERTICAL LIE zo } 6R X mI4 q-.I6. 8'x36" B #3 a x2i" #-Ie 11 x®4" 4 M3kg� 8 x36' X3�a�: e ILS 6XJ d3®a 16 x30". 6X6 N3412�. ]8 x24. X}�sa.� 14 x48' ka®a2 .. 12 x36 d.12' IS'- N3 �l6. 12'x36 I SES. ' #-2 12 x}6•• � X3XJ mil" N}ca 16' 2' a N}'a' 8 I2 x36 #31121. 5 E DETAIL sqa E v�les EL 55' 9 1/2" LL O SPLCE DETAIL 2 1 2 C 2 2 2 1 4 2 2 4 2 2 3 iXSm1a" DETAIL STH FLOOR veFT SAL SPLCE DETAIL 8 13.16 2 X3®16 3 X3®8" 2 4fida X3NH8•' ' X3®8" 3 d3®8" 2 X}®a 2 d3®14•' 2 #-S. 3 X3®f2'� 4 #.12 N 3m1B 2 X}®12", 2 N}®82• G - ITS- 2 N}6m86' e #-a 3 N3®12 2 SEESpXe A` X3m18 I SIZE ES SP DEL DCIAIL E1 46'8" 4TH FLOOR SIZE VETIES Es SPLCE OETAL 20'x36' 6X9 NYm1e'• 2 24 x24•' 31 X3m1s' 3 8"x35" 6X9 N3®$" 2 8'x2A 4X5 M}ea'. } 8"x24" ' 4X6 p}ma" 3 8'-' 6N7 X}®a" 2 IS 11 6XB #}ma". 2 16"x30" 6X7 N}®+a" 2 18"x2a" 6X9 d5m1s" 2 1a'x4s" BX9 N}m1r a 1 36 6N7 d3m1r 2 IS'n34 eN9 X3mIs" 4 12'x36" 01 N3m1r' 12'- eXa ' X}®Ir• i 12•'x}5" 6X] y3m1z" 2 6 40" 6X1 NSmIs• 2 24"x24" 6X9 X3mIe 2 12"x36". 6Xs X3m1z- 2 SEE --A L 6X8 N3®1a" SIZE VERTICAL TES SPICE C-11 EL. 37' 2 1/2" 31D FLOOR N VERTCAL TIE S IPLCE DETAIL 6X] 18 ®1 a" - X 2 6 9 2}.m18 N 2 23m16" N 3 03m6•' N a 0}®B" X 3 0_1 X } -ES d z S' B3m8 M z X }6m 11'• S' # 2 11 X 3m12 4 - X < - X a d 3m�2" } N }®112 a N 3®12" 2 N 3mt 6" 2 23mt8 X X 2 1 eNB 2 SE 3® BAIL N sX9 I VERTICAL iE5 SPLICE CETAIL tt 2>'11" 2ND FLOOR o SIZE VERTI" 'IEs SPLICE C-11 SEE METAL 6X5 d}ma" 7 "# B6N]4 N3®a, 22 12'•xz9" 6N> Mama'• t2 x24" 6Nd X3ma• 20'x38 6NI0 d3ma": 2 24 x2i' HIS k}®e" Z 8"x36" WI k3ms' 4 s x24" 4X6 p}®a". 33 e'x24" PIP N}ma" 8'x36 6X9 Na®B" 2 e"x32 6X9 d}ma•' 2 66Na X3ms" 18"v24" ION9 N3ma" 14'x48" BX9 X3ma'. '.2 x36 6X8 M2ma�.. 2 18 x34 aX IS M}m6.. I6 x44' 10X9 M}ma'• J 12 x36 SXIt N4ms". i2•x36" 6X8 _ N3®a•' 16 x40' 6X10 X3me" 24'x24 6X8 N3ma" 12 x36' 6k6 X3ma" 2 SEE DETAIL 5Xt0 Xama" t S•ZE ERTICAL' TIES SPLICE DETAIL 1. ta' ] 11 - 1ST FLOOR SIZE vERncAL - 18"x2a - 6X] 8 x16 fi B'x24" SSE 1 'x24" 6X TV24" s Xa 20' 36 #8^ip }ma' 24 x2a' µdo }ma' 8 x36" b , me^ 9 x24" }ma' 8 x24' 8' 36 a S" 32 # H®� 16 x30' .x24" . ®e t 5 x3 6Xa 18 x3 lop 6 x44" Nasa' 2'4IS' 2•x}6" Na 6 40 24 12 6N t2'x36" 6NB 24'•x20" I• Ma's SIZE VERTICAL " s SPLICE DETAIL N3ma � 2 d3ma 3 X3ma' z X3ma- N}ma'. N Xak] Xy38 X3zs XEwe #3.. N p}m6' 2 Na®e 6 3 X4mB^ B NSma"' 2 X3®e' N}®e 3 N}®a" 2 -C sP,cE DETAIL DND. FLOOR _ 6X7 4X6 6X6 6NJ. 6X8 6X10 4N10 8N11 411 F4,1 6X9 bk10 6Ms IONIO 0N9 6f8 ION11. t0d9 12X11 6Xd 6X10 6XI0 .BNB X T 1 -L DOWEIS D A n vLEx j SHEARWALL SCHEDULE - W1 & W4 LEVEL WALL TYPE F'c CORE LENGTH CORE REINFORCING SHEAR REINS REMARKS HORIZ, VERTICAL ' 13TH - ROOF 11 & W4 4000 2.0" 001 11-6" E.F. #4911' EF: 10" THICK 12TH - 13TH FLOOR Wl & W4 4000 — 6#7 if4016" EF. if4®16" EF 10- THIEF 1 ITH - 12TH FLOOR W1 &.W4 4000 TO' 6#7 f14—' E F. #4016" E F. IC" THICK 1 OTH - 11 TH FLOOR W1 & W4 4000 TO' 6p7 840t6" EF, ,R4016" EF. 10" THICK 91H - IOTH FLOOR Wl & W4 4000 2'0" 68,7 P'4016" E.F. ff4016" E.-F_ 10" THICK 8TH - 9TH FLOOR 'Wl & W4 4000 2'6" 6#7 #4016" E.F. #4016" E.F. 10' THICK 7TH - 9TH FLOOR Wl & W4 5000 2'6" 6#7 #4016" E.F. H4— E F. _ 10" THICK 6TH - 7TH FLOOR YIl & W4 5000 — 6#7 - I —C' E.G.. ff4016" E f.. 10" THICK 5TH - 6TH FLOOR W1 &.W4 5000 4'1' 6N8 44016' E.F. k4016".EF.. 10' THICK 4TH - 51H FLOOR Wl & W4 6000 4'10" lC#F, ff4016" E.F. #4016" E.F. 10". THICK 3RD - 4TH. FLOOR W1 & W4 6000 5'9" 20M8 04012" EF 10' THICK 2ND - 3RD FLOOR W1 & W4 6000. 7'0" 2.#C H4012" E.F. µ408" E.F. 10" THICK 1ST - 2ND FLOOR 11 & W4 6000 0'O. 20#10 H-IT E.F. #408" ES 10" THICK PILE CAP- IST FLOOR AT & - 6000 C IL, 30110 14012' E.F. 1501. E.F. 1 12" THICK SHEARWALL SCHEDULE - W2 & W3 LEVEL WALL TYPE F'c CORE LENGTH CORE REINFORCING SHEAR REINE REMARKS HORIZ. VERTICAL - ROCIF W2 & W3 4000 2'T 4f/6. ff4016" E.F. �a016"'E. F. l0" THICK - 13TH FLOOR W2 & W3 a00C 2'0" qI, (fd015' E.F. b40I6, EF 10' THICK - 12TH FLOOR W2 & W3 4000 TO' 4#IL ff4015" E.F. if4016' E F: IO" THICK - 11TH FLOOR W2 & W3 460p 2'0" 41f6 #4016" E.F. #4016' EF 10" THICK ITO FLOOR W2 & W3 a000 301, 0#6 N401A E.F. f#—E' E F. 10. THICK -9TH FLOOR W2 to W3 4000 3'0" 6#K #4016' E.F. ff4010 E.F. 10" THICK - 8TH FLOOR 17THLOOR W2 & W3 5000 4'0" C#O ,64016' E1 if-- E.F. 10" THICK - 7TH FLOOR W'2 & W3 5000 40" fiff8 f{4016" E.F. k4016 EF 10THICK - 6TH FLOOR. W2 & W3 5000 3'0".#K #J 16" E.F. N4010 EF. 10" THICK - 5TH FLOOR W2 & W3 6000 6'0.8#8. #4— E F. if-- E.F. 10"THICK - 4TH FLOOR W2 & V/3 6000 — 108 !4F+16" EFF �401 C' EF. 10" THICK - 3RD FLOOR W2 4 v:3 6C00_2aff9 H48t 2" E.F. Na08" E.F. t0". THICK 2ND FLOOR W2 & W3 IHOW 0'10" 3CifiC p40t 2" E.F. �'S08" LF. +p" THICK CAP - IST FLOOR 12 & W3 5000 9'10" 47#IC #4012" E F. 8508" E.F. 12 THICK a l A. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN awRAL INFORMATION COUNTY SETBACK REOIREMENTS PARKNC RELMREMENT$ D.N.R. REQUIREMENTS COMPLIANCE WITH THE STANDARDS ESTABLISHED IN SITE AREA 5A15 ACRES SOUTH BULONC •2• REQUIRED SHORE -PARALLEL SITE COVERACE SECTION 165-33.001, FLORIDA ADMINISTRATIVE CODE. EXISTNC ZOHNC = HI.R.D. FUTURE Use RM. SULDNCS '2' AND '3' MAXNUI ALLOWED = 60 : . B. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN LAW = TWO K STORY BULDNCS SIDE PROPERTY LINESETBACK D = [LPL • 2 (H2)7 / 4 = 144 UNITS X 2 SPACES PER UNIT = 268 SPACES LENGTH OF SHORELINE = QII.72' DESIGNED IN ACCORDANCE WITH SECTION 6, AMERICAN MAXPLri HEIGHT 125" D =[QO . z (Izs)7 / 4 MANACERS UNIT = 2 SPACES 60 % COVERAGE x .60 NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL TOTAL UNITS ALLOWED UNDER beewaos APPROVAL = 226 Bs sEuR rSgcK aEoED TOTAL SPACES REQUIRED 290 SPACES ACTUAL COVERAGE 5aT.32' MAXIMUM ENGINEERING 1-88 (JULY 1990)'MINIMUM DESIGN LOADS UNITS PER BULDNG = n 90' SETBACK PROVDED 1.5 SPACES TO BE STANDARD CONSTRUCTION 216 SPACES BULDNC '2' 232' '3, FOR BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND UUTS PER BUILDING (/3 = #3 NORTH AND SOUTH BUIONt ALLOWABLE GROSS SPACES / UNIT = '/2 SPACES Emma 232" THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC MANACERS LNYT = I I TOTAL PROPOSED U ITS = µ5 WEST PROPERTY LINE SETBACK TOTAL HANJICAPED SPADES REOJRED REO = B SPACES POOL .DECK AND CABANA 7o" TOTAL COVERAGE 534' ACTUAL WIND SPEED OF II0 MILES PER HOUR - D = [LPL « 2(42 OR H3)3 / 4 PERCENT COVERAGE 58.52 ACTUAL C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED D = (226 . 2(125)7 / 4 = PROVIDED ALL OTHER PAVING / STRUCTURES AND THEIR USE INCORPORATED INTO DESIGN AND SPEC- UQ SETBACK REQUIRED BUlONGS '2' AND '3' ARE TO SE OF PERVIOUS AND FRANGIBLE MATERIALS FICATIONS IN ACCORDANCE WITH SECTION 6, AMERICAN -•162' SETBACK PROVIDED COVERED PARKNC SPACES UNDER DECK = 74 SPACES SETBACK FROM PRE 9/15/88 COSTAL CONSTRUCTION NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL NORTH BUILDING '3' SPACES ON PARKNC DECK = 54 SPACES CONTROL LINE ENGINEERING 1-88 (JULY 1990) 'MINIMUM DESIGN LOADS SIDE PROPERTY LINE SETBACK STABLIZED GRADE SPACE = 17 SPACES BU4DNC '2' NORTH END 20 . SOUTH END 23" FOR BUILDINGS AND OTHER STRUCTURES' TO WITHSTAND D = [LPL • 2(H3)] / 4 OTHER GRADE PARKNG `RACES = 2 SPACES. : BULDNG "3' NORTH END 11 THE WIND LOADS ASSOCIATED WITH A MINIMUM BASIC D = (140 « 2 (125)] / 4 = TOTAL SPACES PER BULPHO TOTAL SPACES BULDNCS 2 AND 3 AND = 147 SPACES = 29a SPACES : n SOUTH END s 14 WIND SPEED OF 110 MILES PER HOUR q7.5' SETBACK REQUIRED MANACERS UNIT 100.0' SETBACK PROVDED MINIMUM ELEVATIONS OF Hp&iABLE STRUCTURES !BUILDING SPACNO SINGLE STORY PARKNC DECK SETBACK$ PER D.N.R. MNMUT ALLOWED ELEVATION TO THE UNDERSIDE OF THE. BUILDING SUPPORT FOR THE FIRST HA&TABLE FLOOR 15 • I6.7" (NCVD) SETBACK BETWEEN BULDINCS WEST SETBACK REOURED = 25" D = [L2 « L3 « 2(H2 . H3)3 / 4 = WEST SETBACK PROVIDED = 25' D = [QO • 90' • 2(125' • 125)3 / 4 = NORTH AND SOUTH SETBACKS RECURED EACH 10" 170' SPACNC REQUIRED NORTH AND SOUTH SETBACKS PROVIDED NORTH •118" 259.33' SPACNC PROVIDED SOUTH 56,66' ATLANTIC OCEAN -------_ _-------' i VEGETdTIgN LINE Im / PHASE LINE EXISTING WOOD / DUNE CROSSOVER "'. Q._, a• FRANGIBLE AND PERMEABLE PAVING AREA G- r ti^7� EXTERIOR PRIVACY / GRA66 SPACES - , PRE SA COASTAL CONSTR — GCNTROL LINT BUILDING '3' 12 UNITS GROUND FLOOR SLAB N ELEVATION 85 NG.VD. SKYLIGHT9-1 -IN All I So sf , . '► rnp �1��=�� ,n.1-III , � _ M: Y •-� x000 II �' RETENTION AREA a2• 5 " 94.-5. 5]S_-- — — — _ — B _ _r{_--------rYl - EXISTING BUILDING °2' — — Fl _ — — — _ RETENTIpN AREA TI� FRANGIBLE AND PAVINEGALE AREA � PooL -v-12.5 _ _ 12 UNITS / LL SPp H,o WOOD EROUNDICI / w000 DECK 5 NNCVD. '11 G 1 Eft \ IT B ELEV.11- \ - - - - - - - - - - - - ---- 10 & & 10 SOG.UE AGOH WAY 5• COLORED CONCRETE - - - \� z i ' --� \ O PARKING & 2• R UP [ 3 5 3 I Sllba' m 10 3 S 3 ®� GRASS . 15 y GRADE SPACES I LOWER CK PLAN E TING A IArA.�'?P JU9Ei (�q�f-j• POST Sns/BB ( CONTROL _,NNECO TR I STAI I •L Fi STATIIXJ STAI ' "YY 4' HIGH EXTERIOR 4' HIGH EXTERIOR t µ• µ• I4 Iq' 4' NIGH EXTERIOR PRIVACY WALL PRIVACY WALL - PRIVACY WALL PudSE LINE --A• PROJECT DEGEL LANE - IDENTIFICATION ' SIGNS LEFT TURN LANE GENERAL NOTES: 1. 5EE CIVIL DRAWINGS FOR ALL GRADE 5. FRANGIBLE AND PERVIOUS MATERIAL, SEE CIVIL 5, EXTEND RAILING IN ALL AREA WHERE THE 11. EXISTING POOL DECKING. - ELEVATIONS, AND SLOPES, DRAWINGS FOR LOCATIONS AND EXACT MAKE UP. STATE ROAD A IA DIFFERENCE IN GRADE IS GREATER THAN 30' 12. EXISTING POOL, POOL SLOWER. AND 5- 2, ALL EXTERIOR WALLS BELOW ELEVATION 6. PARKING DECK SIGNAGE FOR CLEAR HEIGHTS CONTRACTOR TO ORDINATE HEIGHTS WITH 13. EX15TM CABANA / MANAGERS WIT. 5,5 NG.VD. ARE TO. CONFORM TO DNR SPECS. AND DIRECTION SHALL BE SUPPLIED BY OUNER CIVIL DRAWINGS TYPICAL. 14. LOCATE BARBECUE GRILL PER OWER FOR BREAK AWAY, SEE STRUCTURAL DWGS. 3. COORDINATE WITH CIVIL AND P NGS DWGS.. 1. PER FLOOD INSURANCE RATE MAPS, MAP NUMBER 15 IN ZO4E dE. WITH MINIMU4 FLOOR ELEVATION OF DATE AEL /FOR I IN zC E TH `HIM U ITS CAR RNEE AND PLAN 9 IOLLNER ��R Y T FlL 15. 6' HIGH Cl- SEE CIVIL DLLGS. RAIN FOR SIZES OF PARKING AREA DRAIN PIPES TYP. 4. SEE CIVIL FOR SLOPING GRADE NEEDED ./`�] AND ELEVATION MECHANICAL �/ LINEAT FOR FUTURE HOONB Y TO OBTAIN PROPER HEIGHT GF GRADE RAMP RRO AND ELECTRICAL EQUIPMENT OF T'-10' NCVD. SCALE 10. SECURITY GATES PROVIDE POLER AND CONTROL WIRES I- • 4 o' AS REQUIRED, SEE ELECTRICAL DLLGS ttPICAL. Q EDGE 6 ADMIRAL PARKING STRUCTURE LEGEND : ® FRANGIBLE AND PERVIOUS MATERIALS, • LOCATION 6 PAVERS SLAB AND ENE- WALL NOTES PER SE.. CHdM- 31 P.HI -T,- . 4 HR . CONCRETE . 4 uR . ENEdR WALL - .' THICK CCNCf�TE PER CABLE —Al ROO¢ SLABS - T 14- THICK PER 310211 U ■ s —All ADDEIMBLY DE5CRIPTION5 3 FIFE SIDE 4. R E BIDE THKJWENE 3v!" CgNEe9: 1. FAR TO I'FR. TwI nNC..EKaHT: W 3l4 APPFtbx. UBGui� %aPPROX MlOWE39: 4PPROx, uEYSNi: 9 u]4PSF GET, 4.2�TS FIRE Rei. ICSNi � APPROx. UBTGAT, NONE ro B9. RE TEST: -I II-N Tb RCLD 00um TEST: T R T T Si: KM: L DESIGN W1014. - 901ro TEST: NGC 2309, T ]H TO 8'Vm TEST: KdL 989-5•bb U WALL ASSEMBLY 1 woJR 9 r-m'• WALL ASSEMBLY 2 LOON¢ L ASSEMBLY 3^. r•m•• WAL1 LcuR a••. I'-m•• 2 3 4 BLOCK ASSEMBLY x LOUR 3". r-m 90 TO 94 UIP 9015 45 TO 49 llP 1095A 40 TO 44 WP 1200 4S TO 49 11905 Sro' ttPE'X• GTPBJ'f WALLBOdRD dx NnuavR nem n�: Ta A ROW CF I gig' METAL STUDS T4. OD. AND b v4• APdRf uxiH 2 U2' ROOFt AFm CEIL WG'.1• FbfaNE- UIITN 2 I�� PROPIbETARI' ONE LATER 92' h'PE x GYPeu-1 WALLBOdlm PE 8 DRYWALL 9CFEW9 8' OD. AT EDGES ANp TOP Alm BOrtO't H eNDB BETu.EEN PANELS. IUKJ L—E-11' PIO'PRIETARY OR VENEER BABE APPLIED AT RIGHT MIGLES R14NER8, O. OC. N FIELD. STAGGER JOINTS ]4' EACH 61DE 254A x 9 N' ttPE� C ypBu-I WALLBpARD pi yBIEER Ed9E 4�PLIEp PARALLEL TO �LLEL TO EACH &DE OF 3 Sro' HETAL CND i4M1ER PIECES LOCATED AT S LF— USED A8 CR089 BRACES gTUDe ON &DE OPPOSITE GTP9Y'1 PANELS _ T ttPE 8 DRYWALL STUDS ]4' 00. wlTw I' ttPE 5 DRYWALL SCREWS AND ATTACHED WTH TWO NO. 6. N' SELF-DNILLNG STEEL 9CfEUH AT SCREWS A— N TUE EASE I.— AND 9ro' TYPE 9 6CREUB g' O.C. TO VERTICAL EWES AND R' OC, TO EdCH FND. CPPCNdLLY 9ro' SELF-DRLLRNG STEEL SCRELLH AT EACH Em. AND BOI'TOY't RNNER9 Alm LATER-IEDIATE ON4LLT 5ro' GYPVJT BOARD PIECES R' wDE x 91/t' LONG naY BE IY OD. N STDB AND _ER9 FOR THE FACE LAYER PdCE LATER jiUDS STAGGER ALL VERY. AFFN HOR JOINTS USED d0 CR098 BRACES FASTENED TO STUD PAIRS WTH THREE I- TYPE 9 MS OFFSET U. OD. FR'xt BdBE LAYER BOND TESTED U91NG . EACH &DE AND OPPOBTTE 91DE9.1 NOB. ) DRYWALL BCIUELLB AT EACu Elm aF BRACE. BO4E2 TESTED USUVG 3 IR• I. INERdt FIBER N CANTY. l NLBJ GLd89 FBER STAPLED TO ONE BIDE T. CANtt. (NLHJ NOTE : TNIS DETAIL wAB A THIOCE9S OF 10 3T4- THE ACTUAL W4LL DULL BE CROSS BR4CING CONTRACTCR«p uIBC�LL�TAIL'E THE SIZES 6 ' 9 SMIILAR TRANSFOq-TER E ' AULT EGEND T HOUR FIRE RATED WALL (u900J I �R FIFE RATNG REOWRE I -® CONCRETE TI-.-22- v— )DSIC3lB. R.BONDED (UP BOB ) 0.689ffICdTIOV D-] t ]HAIR 1 HCVR FIRE R4TIW FEGIIRED T101RfAR - BI.— LAID IN RILL BED OF —A,, I HOaR PROVIDED < uP R0D 2 - 2, u' IN THICK OF NOT LESS THAN 2-114 AND NOT TTORE 2 HgIR FlFE RATU.G REW 1FE9D dN 3-IR —1 OF CLEAN SHARP BN'm TO i PAR! 21WJR FRONDED f EP l0%) - PORTLAND DETfrNf l PROPORTIONED BY I,I Vq-WIEJ AND ) HAIR FIFE RATnKa REW IREp NOi YORE iHdN 90 PERCENT HT'DR — LUTE 2 HLVR PIBONDED l WP CEMPNT vq.U-IE 1. vEFtIICdL JOIMB STAGGERED. NOSE AppRIQ1AL RATRG 19 POR g.TG. RATING 14 MORTAR MIXTURE S l ALTERSATE TO 11pRTdR - ITEM 2 ABOVE J - NOf MORE THAN IW LB9. OF SAIm /� ANY PENETRATIONS THRI TITS WALL NEED 9 AL.OF wATEFT TO Tb LBS.! ONE BAG F OF TIORi...R ONLY BE I HWR RATED. MIXTURE, LOUR FIRE RATRK REOIIRED 3, FORTLAND —STUCCO CR GY— PLASTER - 2 HGA2 PRDNDED l U9D91 -fir_--ssv- ADD In HK TO CLd581PICATION F VBED. UNERE NOTE ADDRICN.LL R4TNG 19 OBTA— DUE TO TW CCnd19TIBLE FffnEERS ARE FRAMED 1N WALL. N4TURE CF THE BLOCK ANY FENETRATIR-I TUIg1 RASTER OR STUCCO TNST BE APPLIED Cry THE THIS WALL ONLY LA9NEEDS TO BE HOUR RATED. ACE OPPOSITE FRdn1- TO ACHIEVE 4 nAx. 3 HOUR FIRE RdTPG REWIFED 31F1CATKN 6 Vt uR wWR FRONDED 1-1 -® L m n45ONRY FILL - P 4LL CORE SPACES ARE 3 HOUR FHGE FATNG REOIiRED H LM9E DIRt EXPANDED SLAG, Ex- HONR FRONDED _® PdNDED CLAY OR SHALE (ROTARY KILN PRXESS F. 4 D FER ' EUT FILL ALL ER REPELLANT �ER'fICULITE MASONRY FILL n48ONRY CELLS LLTIH — ERN —TON. CR $ILICONE TREATED FER-nE L— BEE DETAILED OMQFJ TION •4, FILL WSIILATIGN ADD 2 wR TO CLASSPICATION. FIRE R4T WG I�OIIFED EE-- THE CLd88RICdTION nARC1NG I HOIR — 20 nEi FRONDED - DX 2 1-.- OF Sro' — nx1, PER LEIR AS. TABLE —1 A, CHAPTER31- EWILDING CODE . FIFE SAREY PLAN KEYNOTE.: I, DOJ i 6LD I IE AN ELE �+ Ffd: OEPARtn@II IB''F uCLD OPEN DEVICE. COCRB 9 nAN1F0.D LOCATED THIS U4 � UFY-N ACLANO, OF S. FILL ALFLLL rnABCNRY CELLS T.ER FE RIEER ttP EACu 0.. FRILL THIS dREA IIUTu A I l SEE PLIIIBUNG RAN9 TTP. PI TED WALL SEE SECT RE SPPoNCLERB LOCATED ON BOTH EMEMT B. (upRppON ET .a33 Fd 3. B , E9 6 pq^R9 — W11mpUy N FILL ALL WALLS AROIm iR AS A WASH. R�RATED WALLTOACT 11' C",_WTH FISN'SOWD d�T CCATE RE CONTROL PANELS WITION BAttB ttFCdL. 4 TU19 WALL SEE _. _S. O. P `!�•1pE IR' pRNV'LL ='10. 9. EnEIYa—E—SB WVR-9 SAFF--EN CUTLETS 1.BE ON AN ELECTRONIC —E SIDE OF ALL DOu T.- RELEASE I-IECUNNIB^I WALL FI1� RATED DEn — TOACUATED UPON FIRE Wrt0 AS°..EnBLIEB. (TYPICAL LmNED COeION I PROVIDE 2ILAYERS OF 9ro. ENCY EGRESS. PL CELI SVU BOARD, T F=SPPoNK E.I LOCATED EVERY 4. AiC REFRIGE— LINE . PRC --E.SEE PLUTBNG DUGe. F1 SEALANT AT FL0.-T¢ PEI W TRdSH CHJTE ! E S POR I HOUR PROI 0 ProSet Systems "Fire Penetrator" Details RABAm$HEARWALNDTE& EGEm, PER BBC. CUAPTER RRE BAFTET PLAN KEYNOTER, 5.TO 55 RATED WALL A59ENELY. (WP 15051 _ - - SYSTEM A-R k C SYSTEM A-D k C 1 SEAR WALL 10' THKK CONCIffTE • 4 ul¢ . DOOIFS uELD N THE OPBi NPJR PROVIDED < yp 5pD 1 -® I HOAR FIRE RATTW REOIIRED 3 HR PROVIDED EASE LATER I" PROPRETARY TYPE x GTP51A1 FOR POURED IN FOR CORED HOLES ABLE R103)A) —TIGN DT AN ELECiRaVIC CYJR SLABS - T V3. TH1IX CONCRETE • 4 HI¢ • u0.�D _DEV10E. DOCKS 1 F1�NDTNG REOIIPED WALLBOARD APPLIED AT RIGHT A-I.S TO EACH PLACE CONCRETE NP�I (PER 3 CL ADUATION CF E (WP D001 SIDE OF 3 I(3' I'1ETAL STUDS 34' O.C. WrtH I- TYPE 5 DRTENLL SCREWS 1}' O.C. FACE LATER S- PRO- _ _ _ 'ILA ]HOUR IIFE RATeVG RECUIFED PoBER T'P, EACH R. ) uCUR FFWNDE (LLP 1099 1 - PREiARY TYPE GYPT. WALLBOARD APPLIED RRE�Wm RAMS TTP. BPRSKLER9 LCCdTE ON GOTu I I FIRE RATING REliIIFED PARALLEL F ST W9 T. EASE LAL Jtt TL BETILEEN3 U 9TID9 AND F49TENED TO BASE LATER ONLY UTH a a Al A RK &DEB Cf DOORS Arm 4mOLLC M 3 PfiDNDE (uP 6091 - 5I eg1R P1RE RATE WALL TO ACT ADprtICNAL RATING 15 fCR 9.TO. RATm a Irz' TYPE G DRTYV LL 9CF�1.tS 13' O.C. USE OF 3/9• TO - DIA. ADHESIVE BEADS AR THE PER- n � 00 A wABH. PENE—IO E TH01 TH19 WALL NEE ♦. LOCATE FMlE LCNi1¢OL PANELS pSr of I Howe RATE. T'IETER OF FACE BOARD, 3' F EACH EDGE AND END. AND IN THE FORT 6 AN X JOINING THE CORNERS CO- - o fuss TH18 WALL 8EE TECH. DUn9. jHdMITReNORAT� e IeGBICT EGRESS DOORS OF THE PERMEfER BEADS, IS OPTIONAL. STAGGER JOIMS 34' O.C. EACH LAYER AND SIDE. SpAb TESTED SLEEVES k FIRESTOPPING Use ProSet ' atL U.L <1a n the lwv. lest � T roo E a+ AN ELECIR?<1C NOtE AWrt1ONAL RATw T OetA1NE DUE TOTHE TCNLY UTH ADHESIVE UTHI 3 N- GLASS FIBER IN STUD SPACE ( NCH.) y AS1uHnE. Uae an opp1 -PIPe P neVotions lnrov g�M1T1Ye r� a�.a10r� 9 osaem lea ' cca a mono <c u.we lnstrvcllons. TO I$E 6CUATE UPON R¢ THIS WALL NEEDS TO BE I iHZR RATED. ALAFH. HdAe flAE RATING REQUIRE NOTE THIS UWLL IS BEINa USED FOR ITS SOLJD RATTJG arc 'a' P meketws la .etw Ines, nwtn9 wo codn9 IHes. He ste -i- ono — R'w ♦ 0 WOE —TE Ccn'KN uDUR PPoT<DE l u905 ! -� j a EMI CAPACITY ONLT. FIRE RATING REpIIRED IS GNLT I HOUR .T P IttATIONS THW SAID WALL NEE ONLY BE I syinFir1 In o K rk on mnmunk< bn <wWM1. 9 ere wa ate Owv ppw cwnweng at<au ana ucros n Pmelro!«a DWv LEGFE89. 3 uNR P11� RATN3 REGYIIED , ER5 LOCATE EVERT ♦ HOR p,�,mE .N HOUR RATED. C. SHIe la goatK gpea <mnecln9 sloths mo ors ns -I ��PRBETED INE TR�WV CG EdWA BUI U9M drt FILL ALL m.q y PweVal«e lw Poureo dots cwcrele . N metm « .00a loan: 3. G+1 dn9 PmeV<tws Iw cweU hdea Vnougn cmw<te Tows ono .tlls. SE U.RH rIORfER ANROLD LOCATED WALL SEDETAILED DEBCPoPTION Y. - J. Um Ivm� 5«w Pwebotws /w m<e.+e9 Prow Vrrou9h gpwm .d a S ASCNRY CELL$ I HDAR fm M TDREOUIRED 10 vs �.15 AREA W1H 4 IHOUR fROIADE 3 LAYERS CP Ble' • - f RE RATE WALL BEE SECTIONS G L AS YA EI¢�A� CCCATED ON —ETET A33 fq¢ _2 PER PER ENT9. (u.P1309) 3106)4 CNARER N . STANDARD E1ITDNG CODE - - U4YLB ARCWD TRASH BJI E1T1O1 1. CW CH 3 VY SOND ATTp<- F BATTB TYPICAL. G PROVIDE Vt' DRTW4LL SPi0� BARPoER BETLLE@! OUTLETS CN OP L FIm SmE CP ALL DMLE L FIFE RATED DENTS A WALL ABSETBUEB. (TYPICAL ALL 11, PLENIPI EIL-1 AT WIT& PRONDE 3 LAYERe CP SM' GTP&ft EOA1®. TRATIONB FOR HaTR PRDT 10N. AD �PoLTE PRO,. RE REALAHTANT . AT FLOOR rFlr- °E 1 J� \ - i I �e DD�ANCT i J ®3� i BOC 0 I - _IM 211�I1x. ©— Eg EEO «tea RDDPI n 11iI A r TR.w�ola+eR BmILAR _Jl � I I' 1 w,ILAR .. X_\ FIRST FLOOR FIRE SAFETY PLAN SCALE 1/6' - 1'-0 &.AB AND SHEAR WALL NOTE& PER 814C. CHAFlER SI EBI EDRKN >AFI£Y PLAN KEYNOTE>i LEG@C SNEAK WALL . I9' ililOC CCNCf�£T¢ . a M . LHAE DOORS HELD IN THE OPEN I HOUR FIRE RATBra PEQnRED PER T.oBLE 310}AAl PWITIRI BY AN ELECTR.'WIC HOUR PIWVIDED t WP>0B) -® 0.00R SLABS -.l U}' THICK CONCRETE . d NR . HOLD aFBi DENOE. DCORB I HP1R FIRE RATNG REQIIIffD PER 3W}}JU 0.09E UPON ACUATICN Cf I HOJR PROVIDED t u.P RBO J - W ' RRE Po9E1¢ ttP. EACH 0.. } HOUR FIRE FATBG FElAIIRED } : SEE R�bWK: PL/NS 9T I CO Pl¢OND®(vP 109> / 3. F RE PRRKLER9 LOCATED Qi BOTI FE RATBG REOUIf£D eIOES Cf DOCRB AND WBL•OLLB N ) HOWe PROVIDED (W^ B09 J nABAHOUR FlRE RATED W4l TOAGT CNAI RAirtra i> FpR eiD. RATRG �' RATIONS THPoJ THIS WALL NE¢D E PM CCNTR0. PANELS ONLT BE HOUR RATED. a T9 WALL SEE I'¢iCH. DLLG9, 9. EBTTTREKE EGI2I-8IE8CHAONOIYR9I }I R FRE ce D9RATPDG R(RUESOO>III1ff10 DB -OWE TO —EASE ME TO BE AOJAT[D UFCN FlRE 111A£ Of 1HE EL_ dNY PFN¢TRATION iHRJ Ayy TH1814LLL ONLY I �W1R RATED. -��YDE LnvTED CCl'fIGFI j HCVI[ RRE RATaYi RE21IRCp EGRESS HOUR PROVIDE]) (U9ID9 J -0 - T. FlIFC >PRR'RBR9 LCCATCo [vCRI' 9 HOUR RRE RATN6 PEOIIRED ( LOCATED M TRASH CHUTE IB. HOAt FTLOVID® - WIID PER ELLS M I ALL FII� DEPARmEM ROOF I'IEE —CELLS WTH NCK'IER PILL ALLD IOCAT¢D THIS WALL. BEE D¢TAILED DEBCPoPNgJ L. 4 PAL ALTPNRBCNRY CELLS HOUR PNff RATPIG REpJIRED I.HOJR }Oj at FRONDED 10. N 1HIB AREA wnH A I R PIK)NDE LAtER9 d>ro' MRATED WALL 8EE EECTIOTIONB C 'x' GRYPBuh WA.I®' AlID OR SHEET AS9 Fq¢ NPL PE LAYER AS FER FILL ALL ( WW}001 4d.E 3106t4 CHAPTER 91 - LL AWALLS AROIfD TRASH BTANOABUM1DPG CODE - UA MR 3 V}' CAL '- ATTEn- Iri EDRIPI ). IR! E IttPH:AL D' DRTBALL NICv[E BARPoER BETW-EN CUilETB ON OPPOSrtE BIDE CF ALL DOUBLE WALL FII� RATED D¢n1>vYa WALL A89ENBLIES IttPIC.AL All WNS./ B. PLERn CEILNGS AT WRB� PROVIDE } LAYERe ' TYPE'X' GYPRH BOdI®. ' la. FIRE Y4NEiTRaiirtO��RFRDNDE SECOND FLOOR FIRE SAFETY PLAN SCALE I/5' • P-0' - •a -AB AND 9HEM WdLL NOlE9 PER eBO. GRAPIER 3I PJa EDrtICN FlRE 9dPTEY PLAN IQ:YNORa lCGe1D i (PER TABLE 31011d) ICK CRICREIE . ! M¢ . I. DO�OIQ9 HELD N IUECTOIRID I Hf�M FlPro �� wep9� -® - OOR 8L689 - l I/t' TUKK GRY.RETE . 4 HR . D CPEN DENCE. DOGfB 11CiJR PIREPIRE ceDTOIGOJI� rMR 3I01]JI) 0.�UPlM 40JATICN OF J _ 1. e' FIRE PoSER ttP. EdCu 0.. 1 HCWR Fl� RATRGlBOIIRED - BEE RUrDOKa PLAH9 ttP. - ' 3. FIRE N"PoNCLER9 LOCdrED Q. 801J1 upyR PiRE R6TfGrREGUIICEDJ aE9 CF DOOR9 AIr7 WNDOW mJ I .KTJR PROYiIED (WP B08 J - ' - TU18I uWR FlRE RATED WKL TO ACT HOLE ALOBICN4 RATxG 19 fOR 9.TD. RACING d0 d UIdaI. pENErRdnONS tuRl lul0 WALL NEED ' LOCATE flFE <CMFYA PANELS. ONLY BE I NC4R RATeD. - TU18 uldl.L SEE FECH. Dm9. FE RATOIi REdJIPoL B. EIERGENCY EGR28B W0103 I uCVR PI ro ce oN AN eLecrRallc 1 HauR PRohDeD r ueo9 J -o ' - KE PoJ.EAeE EEOJANIOn NOLE dDDIT ONAL RATFG 4 CBidmIFD W E i0 TUE TO BE dOJdiED Wp. RRE dTU CPT Em ANY PEPa�.4T CN THRJ CDS TO @E RATED !•EnE�IYa'B YLmIED CP•J,DN 1 upW PPRDVIED r U90s -0 1. HRE CPR9KLlRB LOCATED EVERY 9 uOJR NRE RdrING PEOUIICD COD RR 8EE P.UbviG C4J:8. -® - - t LOCATED W TRdON CWIE 1 WILD PER U9i4! bR Flll AlL FlAVPOLD LOCATEDR T� 5 uW.L BEE DETA1— E9CPoPTK EMENiN L. - 9. �L dLE�nEA9RBYT CELLS I HC�O¢ 0pE µ TPG REOIIRED A I HOUR PIwvUJE 1 LATPRJNDED _ flFE RATED W4L 8EE BECiIR.B TYPE 4YP0B, BOARD OCATT . ON BHEe1 A30 fOR r40 ER PER LdYER es PER Br vR]¢0 J 10610. CudPTER 31 I LL 4l WdLLB% IO TRAaI 9TNAdrm OUILDPG COCE- VI• eOdrp AnEN- Ibll FDITKN ). UI. ORTutal.l. &xTCE N BARPoER BEILLEEN MLETS M oPPvaie dE w AaL Doue+.e ' �L PxPE RATED DEn199Ys L deeETE+LIEe. mPKx ALL _ 19. FLENY, CO— R9 OWP 59,' TYPE •xErrPAR.iJ eodRD. _ A.D ReFRIGERANr LR@. PRJNDE _. _.. _... .._. _. ..—y....�___..- fU IUNIT 'B" UNIT "CT R� U NIT "B' (REV.) I(REV.) j c I iI e D i I I _ I r ^� I UNIT "q° / � i/i� ° ` ®� �.RE9 � �� 1 �\ °®'� \� � . / � UNIT "A° (REV.) AP O° 1 II � STAIR, 9T R TYPICAL FLOORS 3 THRU 13 FIRE SAFETY PLAN SCALE I/8' = I'-m' ROOF FIRE SAFETY PLAN SCALE l ® SEE ENEEi A. FqR CONTIWATIp! I I � i - 1 9 1 R ANE 1.: i. a® \/ E E 0 II It i T fljj 1EECE86 BLAB I• �� B 9 9TTFICAL ANTE" 6 9 e ® ® ® ® ® ® ® ® ® 9 6 v ANTER 9 B IJf�J9 0 0 ' - e 0 - V wo tRmwnnLeo PBexM � 1 Z-r— 1- �D = FE. 0 STAIR T 9 91DE CNLx. B 9 0 A. \`l al ID 0 10 0 212-1- SEEmCBivi OP _E rvEEDE CONCRETE LNEEL. BT— Ti-PICAL' 2. E RdnP AM PB 3' W1DE WTH 4 iRUFIC 9E $iRW-NR.AL DUG FOR LL cGt13-N9 FOO A M NpE wTH C S BG9 '..L BBEB AL.10 MS COO( I LANp PLVIBaGe DUGe. 3. ANTE REFILL OD BE CLEAN AND F13E 81iE9 P4RKaG AICEA DRA N FPES TYP SEE Clvil DRAW NOB FOR ALL GRADE ELEvdi ONe AFm SLOPE9 3 ALL EMER OR WALLS E E ELEvdi I W, NU VD ARE TD CRSOIO't TO DNR BPECe. FO,¢ OREAK AWAY 8EE STRUCNRAL DUGS. P DICTOCN E, D¢ 4 UPPER H E%ParL4- B16NAGE FOR CLEAR uEGHTB AND &IOGLL BE BUPR ED BY OIwER L R64TER WALL 8m1 LA¢ i0 E/A.d' JOWT 8EE Ei�YCiURAL pRAUN 1 TYP. A.BEAF, E WIIBPEDS 9: STD L ARE PPR EDEDI CONDRE E SLAB OBE CURED WTH A CIXICRETE ,O.MENTBgOF PoT'F OVERHAW' ABOYe SEE ROOF RAN __E A.M.R %��°°�C ENTS. AT NI' HGH LOCATED PARKING" DECK m DEIN..�EEPHDEBINPANERWALLB ABOVE DRAMS 5: PONT UP ALL CCNCPETE ENOO ATD FREE Ci 5 BRYLGMB ABOVE SEE —F PLAN BHEET Ae ANx DEIECTB UR'x!REnOVAL CF FOR40RC ixP. TILE K- T'AiLL ALL LE N BTWCT'gC TILE CE WTH THE T ArvODP^Ic FOR CERAHIC TILE LLAnpJS. SCALE I/S' z I'-m' - Pqp ®I� A THESE DESK PLANS AND 5PECIFICATION9 ARE IN C. THE LOMPoNENT9 AND CLADDING HAVE BEEN SELECTED ® B COMPLIANCE WITH THE STANDARDS ESTABLISHED IN AND THEIR USE INCORPORATED INTO DE51GN FWD SPEC- ® ® SECTION K+B-33OCI, FLORIDA ADMINI5TRATIVE LODE INCATICNS IN ACCORDANCE WITH SECTION 6, AMER.ICAN ® B THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEE N NATIONAL STANDARDS I AMERIGAN SOCIETY OF OIL ® DESIGNED IN ACCORDANCE UXTH SECTION 6, AMERICAN ENGINEERING 1-06 L ULY 5 ) "INIMM DESIGN LOADS ® NATICNAL STANDARDS I AMERICAN SOCIETY OF CML FOR MILDNG9 AND OTHER STRUCTURES' TO WITHSTAND ® ENGINEERING ` (JULY ISBD) T NrW DESIGN LOADS THE WIND LOADS ASSOCIATED WITH A MIN— BASK All FOR IBJ$LDIN'GS AND OTHER 6TRUCNRES' TO WITHSTAND WIND SPEED OF 110 MILES PER HOUR TYPICAL COMPRESSOR THE WIND LOADS ASSOCIATED WITH A MIN— BASIC SOUTH COT'IPRE950R PAD LOCATION PAD LOCATION WIND SPEED OF Ilm MILES F'ER HOUR W BUI�INGs L J N.7 H G R B AI Bidmi 4 q I I ! I I ! I 7177; _.__._._._i�.12 -----Iii 1-- - - -- ---. -----iIiPROVIDE ANC INSTALLSCREENEDANDINSTALL SCREENED I j I LATER DECORATIVEVB'R LATER DECORA� eLEI1 I I�E. W LLO CHQ AITY, A r�L �ATicN AND DE.— TO ! I ! ! O THAT Drt0 DESIGN TO I I 11 1 - I T T N NG I l i ! I l i i a'B• i l i j ' i i i i IHA -o- i „ � lyp i II i ! 1 II 1 J _ DRT T I I I I I 1 1 I GAINS eLg6 e�� I ----- AGA TTOM, IN. SLAB l 1 w � i o• i i I i I i i I ,yo — �b s ' I --a_ ':63 i I 1 j i i i i�• I �,,H � B•r-- 1 vO sa L�Y T a. _._. b EF All 1 I _ ■ i_.— — AI¢TB Ba `jx — � I \\ 9 y ® CURBI EE SNEETAWFSI ^� O. . - ...- - I - - - - -- � i B I � P I I 9 -'®- ---- S R Y 61CTCLE r-- I 4u'.�eJ ELECTRICAL ' L }m+B' m• GpRRIDORI m G 9- IB, I i B� ... I D 5 9 d•I I �, Bg� �•� O v B..o � T >! �® O ---_ let, 13 B N a a oRw , © �sy n• r HP 3 i Q 3 3 n - _ .T.RASN e ` , LDCATg ION 3 I EacHP E� ' x I� O p5� �rR�p i m D y - - -- � FRANC BLE -.o- � —V 1 .LO a S e-_. _I_ GI P. � II •� STAR, + I ®, G n m SE . c ) - /s z B ._m m•N, . ro s _-_ __1_ B• (ire dIm• ,- a l9 [� kLwEo� - r-Rr.Ioen' -- __--- BALca,YABm�.E P.c _,-- .H. TPRTADE S'P+D %EEVE� __ ____�. FRNY B E � 1 I i la i B I j l I cwnvrcwne. y 1 I i I 1 I. I WI m sEe LOWER CE- rP`oR°N rElan°iIONm SEE LC4ER iz.rl 1 i ,•:m'i BUILDINGS FLAN FLAN G DE }3}'-m't PARKVG GRDYDRODR KEttnIEB - AfLED A14MFOR LOCAPQV GF ALL COIICRE* AB H A cCNCRETE xb' Cnu WTH NOPoIdATAI b COOFD L DUGTWOFdC AND }6 9ECUWTT GPoLL WE CIA B2 3}, OF ALL F RERSAFETY PLANS S A LOCAL dJ 8, uTEPoCR ELEvgiKxl c RE PADgI NO • IB' VEm tmuRO- AI0 LONER 6 },. WATERPRCY.F ALL WALLS EELOW GRADE L RATED WALLS Nm CH45E4 CALLlMB WAL SECNRI CALLdrt9 ETC WA L OR ARCN TECi APPR�vED RA9u CHrtE 9E di Ia3 PER D v190N ll 3 PµdM rvG PECK BKNAGE RM 0.EAR HEIGHiB PAPoC A TRAFFIC SLOPE RASH 0. /t - PA BEE RAW S. }m E EVA CR BEE D J }B TE ALL BTO EFR�IT AND ENTRY D D RECTKN Su4L BE BIPPUEC BY OWNER 0.0. D SEE IJG 8 B — E AND PIS nAT- } WSTAL AL BiRICT ACCORDANCE DOORS WTH D N91 RATE BB B F.A B 9 s B' uIG WA E E DUGS FD LOC- W HE. NANDECVK FOR INSTALL- }9. PER N9NRANCE RATE nAPB. MAP N-11 + C�TRACT T RACTOR PRIOR TO POUR ATII B AND E. CT nllcm9 F, (EFFE=TvEa ATE AW,Ra9) D L ALL EME WALL dBLOWLO-11- THISC LE APb OR9 OWGER PROJECT 19 EWTuMNPW 0.MR SHEET AA FOR TRELLIS NOTE. L. E� e , D DN BPEDB. CRAM. T BE GROUND FLOOR PLAN f WS}3 VAi ON OF I'-m'NGVDL AMNIMH STOP dulGu .GaCRETE CUf�WTH LLEATHFR s�OP NG GRADE W�Tu cttvl RA IYG6 TE LAN OP oPGAN c AND D B }x. GENERA M Cum — SK D nNfT FOR BFEAK AWAY. SEE BTRJCTURAL DWG9 STRICT QI MATEPoALS BE � TE Wi. EC,OLLG9. AND —AL ON FOR MECHAN CAL .Clm ELECT- OP E All_Vi5 ALL II SEE RICNIRA DRdNNGB..FOR ALL LOAD NG O N —AL ECGI , -Im' NG VD MEND RAILING N ALL AREAS WHERE THE RIFF d 6DEWA AND SLAB ON RARE - RE FnENS Ed GLEINIERE P084 BI.E@I SCALE I/S' = I•-0' SION 31 Bm SEE MECHAN AL 6FOR GENERATOR RBNE RADFB GREATER THAN 3m'COOfa7 TI cOaFD TE ALL PIP NG W Tu B COLORED CONCRETE, COLOR BY mW1ER9 EKgW N4 _ WITH CINL DRANrG9 FOR EXALT LOCATIONS n. PRE% SHED dLU, NW RA I- TYPICAL TOP OF • F RE WEER SEE PLLHBRG DYGe. ttP. 3 GRADES AND FINAL STAR AND S. rGB, 9LAb Tu cpIE94ES, AND ALL JOWTe x�P. T Rp LMG TO BE AT a}• HIGH. SEE D v9ON 5. 6 AIM RdxITY GATES WTH ELECIPL f£LEA9E PLANiL R AREA FILL TO BE CLEAN AND FREE - 13 6TORER3Y11 ON 6' HIGH x B' WIDE Cllf� DRAUxNG9 TTP. }5. ENCLOSE DUCTupPoC WTH nETAL —1 GRADE RAMP RECNIREMEMS SEE CIVIL Gu 6 i DEBRIS. AND DW ONE BIDE. L EKGINEEWNG PLANS. ATm uOUSE WTN LOCAL UNTROL A. THE5E DESIGN PLANS AND SPECIFICATIONS ARE IN C. THE CONPCNENTS AND CLAD— HAVE BEEN SELECTED CCMRIANCE WITH THE STANDARDS ESTABLISHED IN AND THEIR USE INCORPORATED WO DESIGN AND SFEC- - SECTION 16B-33IDD1, FLORIDA ADMINISTRATIVE CODE. INCATION5 IN ACCORDANCE WITH SECTION 6. AMERICAN B. THE MAIN WIND -FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 6, AMERCAN NATIONAL 5TANDARD6 / AMERICAN SOCIETY OF CIVIL ENGNEERNG 1-85 (DULY 19a9) MII,MIJY DESIGN LOADS NATIONAL STANDARDS A AMERICAN SOCIETY OF CIVIL EtGNEERING 1-85 (JULY ISSO) MNIMUM DESIGN LOADS FOR MILDRGS AND OTHER STRUCTURES' TO WITHSTAND THE UJ t LOADS A$S IATED WITH A MNIMUM BASIC All FOR MILDINGS AND OTHER STRUCTURES' TO WITHSTAND UIND SPEED OF 1. MILES PER HOUR Lm W ® THE WND LOADS A49LLGIATED WITH A MfNIMUM SA51C e I I IE 91Ao1 a W T R Q P.J O M BUI � INCS L J H.7 H C E B N Ia I 1 1l- 1 i am• Da i I I LOVER DOOR ' b E - ... 1. .. -__ -- - - i I I(-`,;.1 REv 1 `�' � D,.EwI I I N a s 6i �i 1 B REV. I COVERE ! o D I 1 g R 12 -- --- ——--------- ---' !/60 i i O yg �REv. 69 54 / 59 a - -- f 13 - --- E _i a BLLIARD - -- -- --------I-- ! -----— l2 (1 m4 - _ i,` 53 4 52 / 58 ._._._ _ _I_ _._ _ _ ..w.a - j - -49 - 48 31 43 51 a® ! m�a j BocIALlRoon ! i 1 O 5 \ 1 l2 4� @@ 36 .�.0l��pp. r o E� I 1 ! Q o 1 ; xe F�JT'•� M. ! M ! ! D I6 30 T \ / dNdGE I 1 35 42�\ 46 / Sl 1=¢9@ � �- IO - i ® QRaa� N 0 tl - � I o � >. IS ^ Y 18 'a. 14 34 41 'e^ ^ � 56 � � 28 ��I"'TTT ! i i i '��!RRR� � � � ®' n�'�_ R�m•I �\ /, ! � I �Bs_ a. 13 �` BEc 32 1 SE- 20 (`''�.��y��j� ., ME.., 0 W O i s 12 --- --' -'- IN GPALE J` 31 g• 24 i I I Iae T■ FUL ALL CELLS 51 Io�` 23 �\ �� S 9 I l ! 1 �5 p 9TIBULE 314 YdaW§ AI3 - 1 SEE BEET -�- �_ I I� I $ /` \ ELE�BATgR I� � I � � 2 L �, - � 'v III p—�Q m I DN 111 I I! Q FQaQ ® 1 I I 1 r �♦ I OEtEVdiOR I �L �.11 �/ I `I i � I 9• L'/ �1�,�� 9 ®3 Q RE9T�PT � � �� - --o-' _ACE 4w .� Afxl : V. 'i I LO • ' 0=9- S I 3 O 'be ! x e / G 1! 4. a• Hd 1 - -- O a• C\ O O-" a gA I � '-� 9 s 9cx IN i 4 dr I 6 cwEsEaE N aToftAUE +.STAIR 2T3m i - P - �y I Q n SEE Al > 1 �• m. i e 9 _11 IT 1 � I B. x� B 9. ` BALD I BD -- --- LNE � RACOON: ABD�EIg 116° tLe .. IMZE y i --- I I I BEE�WEET I I I f 9 � a AREA VP T°" Si I ! I i i 1 I f SEEFOR-r i 1 ! �, AaN THIS RE I ! i ' 1 I f ®J 1 -0 ©i �(%fir I Frl•�- t-m---i ----- x.�--'� B NI I i 1 BUILDINGS I H F D a, C B D� E °Ir�G o iION FIST ROOK KRNOi ! x3x'-O't9PARK �I i -. 1. iE BLdB To BE NRED WTu A CRxcRETE /V 7� ] NE CF ROOF A@OVE BFE ROCF PLAv SHEET 3 DECCKKI 91GN 6 WCLEAR PPL ED Hr WT ER LALLGII9�ut�4N CALLOUTS, NTERCR ELEvdnON CUf.'E A9EL `Y ^�^ A9 FORmENBIGN9 T SHALL 5E L BECnON LdLLlMB. ETC. AIM aiftlP9 S• WDE WTH A TR C AI0 O OINATE ALL AC dND DUCIUGIX x ALL LLB BELOW GRADE B COTTROC10 9H LERESPONBIBLE FOR 1. BKYLGM AEIOVE BEE ROOF RAN FOR AIM. SEE CIVIL DRAWINGS. - Iv151CN T.I ACTWL LCCdTIOrB. COORDINATE WTu DNECG TIVE RdILNG TO BE SELECTED BY THE .ARCurtECT APPROVED w N A. DRAWINGS TYP. xa. ILI ,EDALL 9TOREffpNi AND EMRr coOFe I ALL PENETRATION9 TRASH CWTE SEE DIv1910i 1AI T_, BEERdR WALLS OR COLLMNS WTu ST—TJ-L DIV181GN T. DEBNERL WALL px b KRi, (DUB vISION 85 CtMTRACTOR i0 COORDINATE ExACT 9LOPEp RETAINIrG WALL, MdIMdIN uEGM dLl ExTERI L9 BELOW ELEVATION B, EftdNGIeLE ANo PEA pUS nL T� ELCVATOR SEE DIv191C�' WI 15. USED 91 D9 dND LLCdTICNS WTH ELECTPoCdL, nECu. 11. ROVE GRADE T'PICAL, COORDINATE BS' NGVD ARE TO CONFORM TO pNR BPEC9. WAL. E CIVIL - 1O INSAA THE ALL TILE IN SB T�PoKT� OROA�E µNpL �q.G DRNYINSS. 9LoI� GRADE WTH CINL DRAUIING6. FOR T—TU d1UdY. SEE 9 "ALLdL DUGS. -'E'L �MD3/K rnAKE �P. _FIRST FLOOR PLAN A,,, AND FII3 )� TALL .—ENGINERA•GPP� RE TaAC �SEE ClvftiL�D 3 _E. DIFEC10Rr dlm OTE RELEASE OF E 1' DEEP BWAaRB 9'-0' pN ALL SEE BTRICTUftAL DRdWNG9 FOR ALL LOADING 9HEL - uCAS 91x it 9.E D 111 RI Br duIER 91DEwdLKB aND SLAB RN GRADE T.YP. REOUIRIENTS. BHELVE9 HGu, BRACE A9 REOD. SLOPE IR' TO FLNR DRAMS SEE RInBUG T cOORDIHATE - SEE 9iRxCTUWAL DUGe. FOR ALL C0.tMN4. FOOT- R, FIBUED AL- -LING TYPICAL. TOP OF li. CCOFLOINATE ALL PIPIN3 WTN ]]. STEAM GENERdTOR CL�INATE W iu 31 AL DWdWeGS. B, I-S,, &.AS T141c NESSE5. AND ALL JONTS TYP. • HIGH. BEE DIVSION 51 IPIBIW' DRd S TYP. SCALE: I/8' = I -(d' LSCTRICAL; nEcuAIICAL DUGS TYP. DRdWrG9 FOR PIPE BI3E5 SPRAY PI SOrID INBJLATIpi ON O B T a] PAVERS c0.0R AND STYLE BY OUNER 31. SEE FIRE 9A�EtY RdNa FOR LOCATI-S CF ALL rG uBE ndxnW-I TUICgJE89 AVAILABLE. 6 ALL L ECR ,gE LAND DEBRIS E B. CUNERS IMERIOR DECOR TOR c WnTE wITu 14, RISER SEE RU'1BING DLLGB. TYP. RRE RdTED WALLS AND CHdBE9 TYP. CEILI 15, Ul'VO DECK AND WALK I e REFLECTED CEILING If ' SCALE. I/8' 1 -0• ' eeE ELEDTPoDaL _... tr { Owa9. iDR lKni�B M I If t' e i _. � � ' _ O , t9' nET.4 Rlp¢ING �� `l2• tIETnL WRWNG� � / t2' itET4. iYWFa�' , O - - . _� O ' wTw w' DRrwa. �� WTw IR' DmWdLL WTu ia' DaTWax ` ° ° ° -® Ell E FIRST FLOOR REFLECTED CEILING PLAN SCALE 1/8' - I'-v tusuttul 0. THESE DESIGN PLANS AND SPECIFICdTICNS ARE IN C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED COMPLIANCE WITH THE STANDARDS ESTABLISHED N SECTION I66-33001, 11_ RIDA ADMNISTRATIVE CODE. AND THEIR USE INCC{TORATED ALTO DESIGN AND SPEC - IFICATICNS IN ACCORDANCE WTH SECTION 6, AMERICAN - BTHE MAIN WND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED IN ACCORDANCE WTH SECTION 6. AMERICAN NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL ENGINEERPIG 1-66 (ALLY ISSO) MINAMB'1 DESIGN LOADS NATIONAL STANDARDS / AMERICAN SOCIETY OF CIVIL FOR WILDaGS AND OTHER STRICTURES' TO WITHSTAND All ENGINEERING 1-60 (ALLY ISSO) TTNIMLM DESIGN LOADS FOR BUILDINGS AND OTHER ST CNRES' TO W THSTAND THE WIND LOADS ASSOCIATED WITH A MNIMUM BASIC WND SPEED OF II MILES PER HOUR THE WND LOADS ASSOCIATED WITH A MINMUM BASIC WND SPEED OF II0 MILES PER HOUR' tt R D M Bm>�wcs L J H C E _ Z6•.g• .ill-11 a.11l _ B AI I I I 'amlb li i i i ii I i II i i :�.TYRICAL I I i �� - � ►o,��,�,�� 1� -- - -- - ®ter.: � �� b %` � o o •� lit 1 ' © �e _ �e ©' i �` .� �a,r .� m 9 i i � i ; r/ _ \ti � e� �y I 1 I ! ! 5'-II• II I 0 � I N I I I I I I I. i I I 1 I I I I i I I I I I ei ♦y ! ei ♦y I I R iu IT—Al,`®I ! I I!�'S I I I I i j I 6�Ca'mW 6 x U S Q �P N �M m BU-INcs lJ �RNRI�ETNDTEB T Po� / AI0 SE N&ED PLANS fOR L-1. 6 ALL cilON cALLOlTB, MERIDR ELEVAiIo� CONCRETE SLAB TO BE CJRED WRH A COKRETE NFE AND SEAL PRODVOT. e• MI6' CAL. WI i TH HORZOMAL SBMLOR�FOUTEC )I. THESE DOORS TOSSELILD OPEN WITH HI wHT 9E acKLgB.EC eKYLGM Aew6 SEE ROOF PLAN GOR Z D N AL LOCATIONS. CG INnTE WRH 91gV 1. PA5NG9TmWR gDEWTHATRA ID No uBEDE CML P NOT ERISER � SECOND FLOOR PLAN PI-T Bw IL D 7 Z. ABOVE• ELOPE i0 SCVPPER9 BEE DETAIL COORDINATE ALL STOREFRONT WTH DIVISIGTI B5 HG ST�aNCiURAL DUGS. , A dLL COOINTI, Poor- S, SLAB THIOWEb9E9. AND ALL JOINTS ttP. LINE 6 SEE IFOCF PLAN SHEET SEE IT DIRnEN$I}Ai3 IISEE 9i RdL DRdWNG9 FOR ALL LOADING N PREFINISHED 4p NNW w ILING TYPIcdL, TOP Or Z-E I6 SEE PLIctBING DUGS. n. cooRD NATmE�AL g uG uxTH IS COORDNATEm ALL AiC}ND dILnL�oRC WITH oK 9 TYP. TTP. SCALE I/8• ' I' -0• �3' u1DFR4�TINGB of d WALLe ub-cHA9E9 TTP. a NOTE THAT THERE IL AN ADDITIONAL RISER ON - THIS FI.Q'R COORDINATE .1 SECTIONS AND ER AREA GILL TO BE CLEAN AND GREE OF ALL CONCRETE AND DEBRIS. RAILING TO BE H. SEE DWSION S.I c 1-1 DRA - POp 1 CWfbINATE OTH ER 0- TRASH cHJT6 SEE DIv1810N IA] � LEVATgx SEE DIv191CN lA.l BYRNCNRAL DW39 TYP I 5. NOT USEDB.-DECORATOR _ AI3 12 mr• I O N 0 All A THESE DESIGN PLANS AND SF'ECIFICATICN5 ARE IN COMFLIMKE WITH THE STANDARDS ESTABLISHED M SECTION IGB•33ID01, FLORIDA AOMMISTRATIVE CODE. B. THE MAN WND-FORCE RESISTING SYSTEM HAS BEEN DESIGNED N ACCORDANCE WITH 5ECTI04 5, AMERICAN NATIONAL STANDARDS / AMERICAN 50CIETY OF CIVIL ENGMEERNG 1-SS <XLY E ) TIINIMUM OESGN LOADS FOR BUILDINGS MID OTHER 571TLR 5' TO WTHSTAND THE WND LOADS ASSOCIATED WITH A MNIMJM BASIC 0 MILES FER HWR C. THE COMPONENTS AND CLADDING HAVE BEEN SELECTED AND THEIR USE INCORPORATED INTO DESIGN AND S C- IFICATIONS N ACCORDANCE WITH SECTION 5, AMERICAN NATIONAL 5TAND . S / AMERICAN SOCIETY L CI AL ENGMEERNG T-50 (XLY E.0) TIINIMLM DESK LOADS FOR EUILDINGS AND OTHER STRUCTURES' TO WTMSTAID THE WND LOADS A530CIATED WTu A MNIMJM BASIC WND SPEED OF 10 MILES PER HOJR 4 0 © © O Off© I OO © O © O u F - - FIRM ® 'F01 O 4 4 O © O O ©T© `' OT© O 4 © O O 0 4 FKAL 0.0CR KEYr»iE& CONCRETE SLAB TO BE OJRED WTH A CONCRETE I AI0 T' $LA5 DGE ERUONRAL�DSR.AWTIGS 13 P NATE I� SEE EWNGED FLdN5 FOR LOGAMx! OF ALL T CUFE Aup SEAL PRODUCT. iAIR 9ECTKN cALLM3, NTEROR ELEvnnCx SEE FIRE SAFETY SUEET5 FOR LOCATIONS WALIL OAR AFCNIt ECT Ahvro oL 3 ' WDE SCUPPER AT CALLMS. WALL eECTICN CALL(MS, ETD. OF ALL FIRE R WALLS AND CHASES TTP. - T ACIUALHLSEEOCATICNS.CO'__EWT. S THEA�EIC Dp ENNLDD�OIP TIED aP=IALr�� ''5� AND TYPICAL FLOORS 3 THRU 13 3� I D�Ra D &ON 1. THE FIFE Al- Si STEM B PALING GOOF V NATE WITH DETAILS. To iuE uEST. 3. COCRDMATE ALL STOREFR/ IT WTH DMSICN 59 19. SEE RAF IAN SHEET Al FOR DIMENSIONS S' FIRE RISER SEE RUIBING puGS. TrP. SCALE RE99 PER CODE. I o NGS FOR ALL LOADING H SEE coL1I v I5. COOFD TE ALL oK AND DUCTWOFK S%AHTiu�iCw�lE83E5, A� ALL JOINTS IMP. ED E UI'II RAILING TYPICAL. TOP OF NOiUSED. - h; TO B AT 4Y HGu. SEE DNSION 5.1 T. A/C DRAWNGB iYP. ONTF1ruNS DRAPERY POCKET, COORDI^w E T WITH T ]O TRA P TE SEE DMSICN 142 OLLNER5 MTERIOR DECORATOR d EL Oft SEE DI11- H,I AI3 TYPi<A�iLDORI�TNy,E6 } E SEE DIVISION 10. EEE EL RICAL vRAW:GS FOR ALL DI i aR 5EE VISI<N I4A AJ .9WTCH WG. ExIT EKMAGE ETC. E. COOFmMATE ALL 91ORFTRGNT WTH D-1- BE 11. SEE PLUTBING6 DRAWPGB FOR LOCATIONS WDE LRtITED <Q'1-ICN EGRESE PER CODE. 6RE —ER HEADS eHD FlPMG 5. E Eip1C — O-E. FOR ALL COLUtN - RJOT- TYPALICALR 9.9LdB THICRlE9EE, AVD dLL JOMT9 TYP. 11. OOMRACTOR — —0— A FULL SET E EL_BALCONY TO 6CUFPERS BEE - A-.�.DFWWMG9 WTH BFlECIRC41ICN9 TO T —TE TO CE CURED WTH A LL BU<� dJiRACTo23 POR BIDDING _ — EElW PPOC , 6TItliCTION PJRPOEE9. EE 8E AFIRE BAFETr 9uEEi6 FOR LOCANONE ] vINGETRd9H CWJTE PRE4 IFUAR�L 9 VP IRE RATED WALLS AND -AEE9 TYP. CP LL. TO BE uELD OPEN IED 9ULATE ALL IUA L AROUND Al. UNITE. 6nOK.NEfIC uvLOPEN DEVICE TIED 1 tN T9. HE FIRE AL ASr TEn E ' DS D 6 3 R1- STcONSTR- �iH RUCNRAL DRAWrG9 TYP. WATE 1 Si0�ME AL STUdND ONE IIm EEE ETRICTURAL DRAUdi�G9 Fq2 ALL LOA— R 6 N• D-- qIIpT— 1 S RAILING CAS ER9 CF 5 T P RE CODST1 R. FREA —ED ALv'IRNT NG TYPICAL. TOP 6 RAILING TO - AT - .KPH. SEE oIVSICN 5.I CN 9U�NDEDEEALTRIRWNGEPLENe �L 13. aNEll� EEFIOR DECORATORi. COORDWATE Wrtu 9TU—Lpu.WITH 5T8•FIRE CO EDRYUWLL ITL. WTH HORI2CNTAL E P<wPR00) 69E PIRE —E— L — ARCHRECT AFPRT-EO 11, METAL STUD R SPECIPICA SEE Iv151GN E38 PE 1 CP 9lAB FLOOR 3 ONLY, WTu 1 6 R'eIOCK AND e. ENTRYW ui DIVR 19GNB 61 dND CTY 9 R41L NAG CMRVINATE WITH vETAILe. i 11— � R TUE �A p-1E16T- RISER SEE I+Luielw DUGS. tYP. N T u YETEM TTP. DRdL:YaB PWIT aEO. EE DF CAITIO' —DOOR AND .-- w pTEALLAKA.�D TWD <1 YPc RdANa4 TYP. . IS <OORDINHL E AEBCTPo a RATIONS DI�IEIDN E FOR ALL FINIBHEe ��ICOANL: NG BTTa1CNFAL DRAW1— dew<T W o oE� EAR LD<. ATI I GH. PLdN9 TYP. a FLOOR 2 ELEVATOR VESTIBULE a � TYPICAL ELEVATOR CORE AND LOBBY SCALE 1/4' = 1'-0' \gl/ �FLODRBT4bE.I0R ROOMS T106,T107 FLOORS 2,4,6,8,10,12 .. I SCALE 1/4' 1'-0' i I \ Y• / \ � e Z ODW moo'' f TYPICAL ELEVATORY�� CORE AND LOBBY wlT.<'wIT. REFLECTED CEILING PLAN SCALE 1/4' - I'-0' R�DF PLAN I�EYNpTE6, 1 PLr "W LT UP RGCF MEMER6E O IXIIFED WTU P i HOUR FI" ON e,UpPED •OELC . ED USIaL�L. UI+Upp 9EE FIRE SAFEtt NIGUEGHT N9ULATIrE CONCRETE WR DETAILED DE90. -O' 9K 1-1 FiPSH PER OFI ON BOA.RD9 ON 2a9E D. MFGRRBPECIFICATILNS. 'CELOORE'. N6TaLL ftPERR 14GRb. 9PECRICATICN3 PRONDE vENil'G i UyPy SLOPE 0� TO ROOF NOT E WOOF FOR E i RE A1 EM R EER9 REQUIRED iuB ROOK BEE SECT ON9 STRICNRAL 1 LOPE 6•MN FROHRDGESTO ORAVA BirPlCal. ROOF DRA N5 ExPAN9ICN JOINT SEE 9iRICTURAL I. ORAWG9 "E mPC001®NATE WTH FlcoiON9 D vISroN 3 9 4LMMIL>=ACTUIffR9 BPECid. CCVI:DNATE LGCPi W9 OF ALL AND pRAW 911ES. ,FOR n1.L PIPE 9TE6 MEC— CAL EOu FMENT AIN T d vERFLOW SCUPPERS H. TOCONCRETE — AT SILL 91M, COOED E WITH MANWACTURER9 5_ 9 1 FRY PC9-t9 v 160. WaL TRgCTOR PER RJOF rcGR ATION gshBNp. ocONDIT ONB CONTRACTOR ANDRoaP FOR ARCu 19 A— AL 9GND INSTALLATION BY ROOFII-G 9UBCOMRACTOR CONCRETEACURB AT SILL 9ESEE DIVISION IP] DIM"L NOT USED. IPRE-FMISHED ALMIINs1'BATTEN-SEAM' w oN BUILDING FELT, cN HARDBOARD N ON METAL RO�1F JOISTS. SEE 9T� I- DRAw'G9 FOR FRAMUG AIm CRNECTION DETAIL6 ttP. ELEVATOR MACHINE ROOM #2 VS' • 1'-p' SCALE A THESE DE51W PLANS Am SPECIFICATIONS ARE N COMPLIANCE WTH THE 5TANDARD5 ESTABLISHED M 5ECTICN 16B-5 1. FLORIDA ADMMI5TRATIVE CODE, B. THE MAN WND-F E RE5I57ING 5Y5TEM HAS BEEN DESIGNED N ACCORDANCE WITH SECTICN 6, AMERICAN NATIONAL 9TANDAR05l AMERICAN SOCIETY OF CIVIL ENSNEERNG 1-55 -LT 1S9p) 11INIMAI DESIGN LOA05 FOR &IILDIN36 AND OTHER 5TRUC%RE5' TO WITHSTAND THE UAND LOAD5 A550CIATED WITH A MINIMLM BA51C WIND SPEED OF tip MILE5 PER HOJR C. THE COMPONEN75 AND CLADDIN S HAVE BEEN SELECTED Am THEIR USE INCORPoRATED NTO DESIGN AID SPEC- IFICATIGN5 IN ACCORDANCE WITH SECTION 6. -ERIC- NATIONAL STANDARDS I AMERICAN SOCIETY OF CINL EN.GINEERNG 1•5$ (ALLY 15 11INIMIM DEB— LOADS FOR WLDII a5 AND OTHER 5Tg URES' TO WITHSTAND THE NNO LOADS ASSOCIATED WITH A MNIMJM BASK WIND 5F OF 1. MILES PER HOAR All ELEVATOR MACHINE ROOM TYPICAL MACHINE RM. AND PARAPET ROOFS vH •I'- SCALE rdl BUILDINGS ROOF PLAN 1/5' - P-0' SCALE AI0 Q rel c .� a 0 a - KErNOTE9 — � 1. CONTRACTOR TO PROvIDE A PJLL SET ALL ONTftACTOR9cFOR BIDDIKS R RPOSE9. M2 o 1__ E W�E�9°�_AT ETAlL9l IN�_e E L—l- &NNTs. IlLE R VbS9 D Eai.LN OF sPEL9 H.7 H QF D C �B m T�EOE A IITI 1CPE .� DOE ° 9 TO RELE�vE <EFAn C F ws11 ccTICRETE T I LEER9EEED TO ALNIevE A ELOPE i I M 1 L DLO ATI-, iI o f A eE� EAKi� AIII rA��Es.N� BAR $TCCLB TO BE SELECTED BY 'C. Y ! pARBDRLaAilm 9. or o. '�. E � E: � R :EW �E E i\ " \I A. B.OWER LON ROLL« l L LERELTRcTA`LNDLLG9DOORmTUEE i0 nAiLu i B, ®_ ACJACENT CCAtI COO® uTE W . N.DEB CiNER 3 � TR'%. PANEL9 M e n rwcAL ouBs I LNW�L reEE e of9e 4 D BDe o LN m"DE PEBc .1 EE E9- WALL, DF m• LOCATED 9PELB CATED � T.9 9ET of DW�9 TTP LAL i I I RR9PELMA BUI°TLNB(ANDEEYPPSO .°RED - I° o • a EL 14E RA L NB PER EaOR DES�NER i, - I1 \ , ° , 9,8• 21. TAL :'READS R �C AT a°s BEE J_ I I - _1W . O�. AND E N,B. OARP- sIIB Div 9iGN ,FORMER ORD su=Ln q9T B. iNOPP N�i9vB Tr9»en .ORTDOOR AND W NDOW -Eo`se aPOL`ENBEBnPL<L o B �E�DE R�9N L EL9 LDR ABm E 11 �NALL aRBaBe D W� v50n CA-�cF T�aE3W �45. TO encE 0_= - / i I/" T na�Ers`-O°RPTTO coNe EaLrsswR"F x. I—® VATDR ;� m RE RATED WA L r�sms, ti I LOO I Film i ;g. m 9EEE IZ 9 WATE 9 WALLS pJ T o I. T .wR T.. Ap A AET. mRe9�mEft_T li I �� i L. ITT ON B T %� L „AINT ,,-Tl-AEDRAWN�s'� T ---- -_ _ - ---- OftALLO.T a KTB�NAGEETL - - I o - I 6 qEE 9 � . LaAp BTY ALL f WITH ICED® a BTDRA�E a ELELTRLA a� D o m o m42 11 MI -Al ALL RA Ill- s TTP. ° r T E L Po—A — �l aP B°L� AL (EBE C11L a$ 1 W-s.-- o oILELAT�9 A. .--Q•- I $ — - — — — — — l a — — a — _ a HL 4 KLCEE498LEvlB RID.W/ SEAT BAD �ftAB BAR9 ER LODE W T. E. TE s aE "E B. Ba IT •S� i —o-' _ i 9 wND BRACED lAI RED. _ uTORS 91KK9 ^.uFPL EB. Y WOOD ME AD ae,-L 1 N IL 5 PBENc *E�s PER awErm L.E. —K FORORBBB OWNER =L REDAn ERX NA LDoftoAE _ — .nftD9 \ / '. ' PIACLE R 1 . ZEE.1LrM, - -- - ====1 -==I -_ ___ �- _ 6 A�'T;EPe`s o�Re e°cT, +— - --- - l TDN ELE.•ATLR _ - - ABO E A - - 9LEE E m DRAPER. POCKET PER INTERI DEBSKWER NG�T NwaLICR GALL—E BwRURA RONiDR<CTGRTTO . ELKWCdLE E-CI GAm' O9EE II NRx 9TE RCCT1 COMftOlS AT ae' AFF FF. KNi S P O of 3 EAT, M^ 11 ryAF WALL. DL NE�AW4E . a M2 BEE —ETA,— o �Ln� AREA RA" AREA .D AREA L AREA •B• ENLARGED FLOOR PLAN as SCALE AREA RB" ENLARGED FLOOR PLAN 1/4' = P-O' SCALE AREA AREA AREA AREA M3 M2 uL o QH g, T- F!•-T. T•-7. CONBiWRCl4 PURPOSES 3 PRP DE D�REReEG0ASE 0uLED We WRA' B MSULATE dLL WALLS dRCln.� d/C W BETUBEN LOBBY AND WITS. v 9l- PJ 89 OF BPEcs. TOILET PAPER HOLDER B CLLEL Bd BT — — — . LME CF FLdND lW:FAWue — — — - — — - - , FOBi VE SLOPE AWAr Fp, DOORD.E�,CCN F9�i0 RE��EE VErE CENRdMIG l0 ACu EVE A SLOPE _ 1 B • 6 1. \ I -0- B I —� '�' - - - 1 = 9 - _ B. SEE ACIUAI LOc I-E cctiKAIRAT A/c W LL 3 ,-EC' C0.0R ON ALL KITcuEN q o - -. \ 1B.I -a' , -m' �t I Aa9 , -m' A °E�ID 5EE 8u. A S FOR A/c cOMPREeSgi LCOAT ONS. • \ / Rn----------� - E—� e•xaB• uvAc OUG9 a= SWLeB I, SEE 1E'AS FOR ROGr'IPmlueu SCUEWLE9 EE 13 _CLeE ELE�R�LDE, IS IS, a GE)l a O BLLI A� a " lt_ mEC9 G �sr� oGs.nDA. B. EEDWRTY a A_ DI LDD 0— I ATeD � n RA �, LD Doi 1= ELEDTTIAL DRA EPeD FI B A� REa, -- _ T FA- SI 1ES a, DE ET PeR MTe�mR DeB ~ER B. MARE E T�ADB , R BED SE D DW B. aB METAL BT�DB PER ePEc F DAT cNB BEE ::P a I M11.—,NIST- as eEED AND WINDOW h' b'-a v!' _- TO u�IAL I I I by. b I rO C9ECN�B�MDOOR FOR ALL F N Sue9 TYPICAL ONE4IFOR TRA9�u CuuT�E BFECS ou D OAMgreR �x Eur��c ow a%w IT sa. NOT WATER NEArea PER PLIP'IB NG DucB. 35 9EEALvbION�os WR 9PECFTO EE WTS MM.AG ERB 9 I K ® I A -I ES TINET RAKER FWOR TO CLNS- 43 a wR FIRE RATED OHAEE tWP'1 1 EFRE-RT.—LLOR ExAOi 9REES T TI415 RL ISu lLy IS - -. O s I I I a'-• 4'3a' TO rt 'CNLYR F RE RATED WALL (S EA) gCCNE TIa1cT STY PLANS FOR EXP.cr ,a. BEE DI�IBIDN sI FmRRAILINGB TYPICAL _ b SECRET'aRr .} 5 0•�E _� a I i I 41 m _ Y m O \ ®:. \\ L08ET ®:p � .I �• M1 m ,S, �E �ECTRICAL ORAWNW FOR ALL LIGUT- CNIWi. ExIT SIGNAGE ETC. Q 1L 1-KKLDRAUN AD9 AVD PIPRIG P, ALL F 5. STCP-'!m mATE AL C9LA0 PENPUY�BG Arm'u RAL ORdWIGNTrP. MA ALL 4JY.uIT4 TO -- - - - A n Q M 9 , -m AB. MAN PPRG S 'uP098A�BT E BMOE NO DROP a BAIL d L DICAP e l A SPECIE c4TECN4ALAND A �D N�Atm /OSAT n ® YO °� ` e `' oN I --�_ I 9 L• nq h' KP I g GRAB BAD PER PER IYJDE�3B•�S�B' CLEAR®EveLeo ENERATgx SEEMFcu. P. 34$ \'®' -�%- '-B VB' - ''A' - � • 6 9y l aA w in — — � — — � ]'-Ih - I *1, 5 rlGn9xREGUIRco u1Gu, 3/,' RY- c'SSEE PLUTB rYa DLLG �Pa 8.9 _ _ _ �— — — — — 9 — _aw' , d,.' » • ® _ _ R BEE B . 8.9 ATEE �TLm �...� — ----- 1 ----- -----'lik VEO LE PBBNGPdSTYP s. W DDSTEAMRmD BEN�NEBPERD E� DESIGNER - I 3. LTI I 5 • /�.-�/ R w S° �cCAfmE 5B aET` ILE1 LANC I11E C ORS Br O 1 TowEL BAR A- S4ELI. a.m• -m' S 4 a B a -m' - ° SE SEEEcvI9CCNb NEu6PAPEOR�DEL E 8 amm, E'=1 STRICT ON, D ..1 D• n• B• - I g - B e- m n- r-s I D«E;PERETA NER fR BE gE5PmN51BLE IEE. °NY °`LaNB TM eT°R"L'TB I,RAL AexW ER cO;H°`e 5 U.' a• b 8 _ a a B'.� AND Loc ALL,, MEcu. ELc ECR STEM !t'Jq'f CCNaROL9 AT 48' AFF. ,AND U' AFF FROM WALL. PME ROVIDE 'T IS BAn MSULAT ON WA9uE9 "I"Q P.3 P NI M I L.5 L K I V H a DDm�A DW mmWS. AREA CM3 — —_ z' I B'. ,• , m — '�,-,°•B. � — R M2 A-A'e• 3 _ _ENLARGED FLOOR PLAN l �� - — — — — — - - - - - - --- - -A—A 3 a ARE4'A' SCALE I/4'.1 I'-fO' —-�� M3 D�T�A�TDR;o FRDN PE d aL ;o aARdwN�9I�T�`� e o`oMG C`ClISrRKT lAi WRP0.4E6. 3 .Hd9E<L AT - B�'mEri°oaeFieEE nEw. Duos. ECR E. PAP ET ER HOLDER BAR CAL. I �y l PRONDEBdL TE9 TO RECE vEr TSH Il Ld — — —I CQKRETE T nLE AE.eeDEo ro AwIe,E d xoPE VB' PER NOT. L."ER -- .e.m Dorn rDlzxwnL LocAT RvsloWedr w aF Ale I ALL 66 65 �oW�s.SEE '?®I 11 D�eBT �DKDOLDR�..,ALLwTa,B+ ,�,' Ax °' ENAPPLw.ces. 31-4 H'-a' S - - a I0 BAR STOOLS TO BE SELECTED Br Ow1ER9 ID. . -.I 64 -s Foa Aic conFr�EEOR LxanaNs. I. SEE sH. d Pass rurw WNDow. a s REv. 13 8EE —T d39 FOR oP�R BCHEDYLea SEE E EHEETA60FORPoT IRN&ISCHEDULES `\-\-\t ® g 9HEouER CCMWDLRER.ECTED CE LtG RAN BB — — — — -- — — — — — — — 12 .E E Ra p�DDRDNATE A �R 0E.EapJA�CINDCOfB�`°O LOIID°CRRATE WTH M! DEsrIGr�R E Tr.P '6. she' e.I63 62 s d 60° B AiS wE*m,r� PANELSN ne L o�REcroRr sEE D Newl me c.>r-Ec>. . \ , `vS� 31m OUTGONG nMLeOx SEE DIN9KN mb OF SPECS. ° Sb• � I Boxes aee DIVISK><+ mb cs 3 9P[ceMLOcdAT`ED W Tu eSET OF Dw58 mPICAL. \ 69 ^ 54 r " sEEo a, nAsoNRT eNDu; rSEEEl.—A. ��HOTE� ca+*adcroR oRAumrs FOR sPEcreAnoNs Arro wPPLr REa . �.., •.°' _ 59 " O�COORD�ETE� 34 DecDRAn,.E cc61 ONS, n 9 BARB E FEdD9 . PoEERB SEE la D G9 S:S 53 SLEEVES, ETO iHPoI 36 G vi> W,we PGa SPEC F CAnCN9 BEE 'T raA'w`� o+�NEERs \ 50 EKAR .IFCATONE CC• MATEDROUG�H ANa IaGARP- _ •p4'''�. 45 3 S 3a , DIITHE eE�Es FDR ra,AL Aem o_ 58 Am F W9H 9YE En T p OR MSULAT ON 49 52 — - t— — — — — — — 11 9 e'EPEECFcneFOR000edNDwwzw \ > 44 �. 1 m 0 90 SEE DIN9ITON ]FOR dLL F N 9HE9 TTPICAL. / .. a SLAB EsoE FRm RooR W Tu�cN d, POR TaA9H <uuTE arECE 3,03'I 48 9: sEE cooTU=E s wrs3E, LccdncW D D 43 �� 3• 51 "AND dLL DUC WOF M D DAnF£R LCC - — — IAwTIDN- EiRHu EDH RANs rP / S. A>, ... _..._ . a4 EATER PER PLInBiNO DUX.e d/C — t ^`v•' \ / s. 36 4l ss 5"EEd[SFFn61a WDi °FaRi6"EPEe w+°RdG�eEe.Wlre y� % EMER OR STAIR r0 GI¢CDE '12 \ P �� 3•�7• �I COIIDffTE 9LdB 31 CW A NATE 4BMET \ x s • 0 �. �� a 'i H oPENi � IW TH eELECTED APR co�E9 s- 16 5leRAT ED ASE CH1WM099) '-',�. —0-0: / \ b• 42/ A�rr PLdHs FOR Ex4C1 29 O j'�D:o HswILFaamL%T 34 O 4 li TI wa: IE�rae`�° eoaro Rn; 153 IS 28 41 :r r 56 IRE 1 " 4 I Houw FRATED WA L TEmB, �. SEA FIRE SdFeTr RdNE FOR ExACT i �___—_ BDTILCTICN 4.�E as 9 FDR RA UNOs PwA ECTPoOAL ORARW48— A.- 3 40 L RrifIDMG DRA — FOREOCAi ON96" ` 14 B �� 21 LL FlRE EPRPKLER I.EAD6 dro PIPMG TrP 32 // 55 " aEEBFA®9G9ANWv" 20 \ 39 CAS AM a � MTMDaI.�Illrs llb. TD -B. ♦ 3. EILMiMTH9AREAMmORWTAEW- 13 /� 26 \ / 1 cCEILI E�o'ccuPPOSSs ws AREA: °ROP --------- � F. DNLDW;9. EDEMArGT.E OC9 j Am EIUCT L 21 \e. 25 dD -I. wno roePeac oEwrH S E'°r.FEs PER co°E xi• CLEAR ED 22 '\ 24 ) ( O 9 eNBRATDRHr°W' P r T -s sEE PLI„B I.� D,we. r - — LDaER EE 23 \ 8.9_ aic - .... s. coDRD°Rd9xiI'Eq. exPOJGacT LOCAT `m.Eie w 10 AHs rr 9 WOOD ETEAn RCVI'I BENCHES PER CUME- �. �a MERDRDEE�ER \ 6. � ® ! Al �CT6� �9•ur� BC�IC fOR INSTdLL. E g 3 �� 1 o I ; % xoPE I Ia• nM TD DRAIw `Fs Br �.,ER 3, s.C.5s 9TRucr 9TEM1 RoaN M AccoRDaucE •®- T. rcA srMmMms sR-b a sI. I I m 59. EE DINBI M mF OR w MdPEa DEL E�drol�e I( I Rr D cEPrACLE '� 2 ` o �•�I '- I I 1 a b� WDDD «. BM.K 3�;� / I I n b EeeRRlFEBA LFA�DRMB PD�RT R .� •�� 3 \ / - 4;A•1—) 3 SEE D N9 GI H FOR ELEvdTOR SPEc9. '�•� 63 DRAPERY POCKET PER IMEPoOR DEEK#iER - I a .\ 60. COIdTRALTOR SHALL BE P RESFONSIBLE FOR / I �� — Jl 1 C VRDNATMG MIY AND ALL A. ON9 .1 Pot SHEAR WeLpgCd¢COL �WMSTPoCTURPL n 53E4 Nm LOCATIRH W1H ELECTPoCALEnECH .3 / MID RW'IBMG DRdWIW9. 3 _ - 5— I—� � 68 ALWNn BEWPoIr WTE9 W�16ECE¢].IC PELEdsE Q _ CQrtRCLI[D FRFI lW.® AT WIH LCCM COMRX b. 9iF� ROOI'I CONTRttB dT 4B' dFF. - - /\7 � ® 1 P1iLET B• AFF MD R• APF FRONT WCLL ED —1RH uV. 1Ed 5 - — 0 j .�^�. Q P.3 P 4 ... INF "s• I. BvJ•.. AA•rr A•c• AREd�B• AREA I'D" MS ENLARGED FLOOR PLAN _A•E. U 114' z P-O' SCALE M3-�sI�T-B«,�RmS1. INS ANo cONSiwcrlD4 wRPoSE's. ]. RWA CLEAN— AT ROOR(RE'TED'. DUGS, FJfi W CC TV 9 LB AID A/C 1bil Q ; s EL I5. rO LEL.BpR RHOLDER E° B4CCNIE4 TD RECEI E A e \ I "L. DIN T CN BROD'IEDEo i0 IE'vE B`rtR�O, Tm ACTUAL — TI S A�No coLDR DI ALL KITC.. i M4 S. I,5Somo�ib�o ae L...-DU DUNE- D H SEE 9x W.4 S LO ATI— i I I 9S TH21 WWNpgyOSOR > SEESHEET AOR D D \ DOIX SCHEDULES A WEEicw+TRaLSRDD+RN SH SD+eDULES. IS AS \ S E .l i \ UU w E E-R —L -aET �mDRDINA E i i i IS. IS �`<� m� _ P DESSLS K THIS I t9EE E ECTRIEG &� Sb/ GF ePEce. SEE D GmwG H Bm SEE" Irl&D! Imb 6 ePE<5. iuRAt DUG9. 22 SEE ttPlCdl. 3m4d� SE nECH. E S SPEC9 L 4 FD ONsiSET DF DUG9 N A m ES-1 PHD,E AND E5 -NS DIF£C DRr L-- wAi a+ cr Im Bu LDcui. rSEE ELEciwcA.L D oN ndscNRr DmnN Ts SPEeIFICAT D,5 Uw ER G R< R DECORATWE f'sPTA° e-f 's I, I NND9 PE R SREc FINCo D 5 SE B. METAL 9 D v e oS3 NATE RaGu dND F N SH m . a+o B-ZTUEn T INUE TEC_IloINSULATION 3 sN _ - S. 'IS,S—A_ coon AND muocw SEE QIIISIDN1— ALL FNSHE$—DAL RoSH mw 5PEe5 1 R tote ttP DJSLgll RAN9 3 iER HEATER PER PLUI'fB Nu DUGS. DN D�O:TDCTRM CBimRA�3Wrt5 SEit1ER Sid R T E f� © �, o� l FINIRETEi o C rE'DA S NET B CH NGSmTTH SELEC,ED dPPLtdNCES " o 3 w S moo« "R A ET AICER PWDR Tm CCNS " AS. IU , 5EE SHEET ES p / I RE rA ;EaA �L E �r 4. 1 i Lm�Br R°d;� sSWALLHEDL. —AL D°SmWD Rd� NG IT D R FIRE RATED WALL /5mI5, �34PACE j 36P ELECTRCAL I " ' e. 9: e. \ : A�39 I E t� 9d m P N9 FOR E CT _ c 43. 9EE Rrx dILPIGHT. 4 _ _ —y ROD•I ® I q.. \ \ i/ A,� A• ,k I I v. aLECTPoCAL DRAWINGS S S. '� WaT B DRA -. R3RETc. 4 Pofd: AND - L i1CN IHGaCEss 4va5L '�E' n— �� r I 1 . �=' !`( i r BPRIwcLER AS Po+EmAr wiuP ELEe1wcAL. 7 u TDe DUTS5UHTTm w T 16 dREA GRDIT A5 W- i Z RE 9 5UN dDUNS W®THIS dREd OROr IA ° SPEBCFCA ION5 AND ExACT LOc9) 99 <~ 4 O 0 N 1—AI _LI SEE D HG.AGOSSISSLE 9HWERUV SEAT CCNTROl9 AND GR.0B Bdi�wie BEv6ED U PI� E SPRAT eN SDWD a B RA5 s: e- ERACR SEEE�1'IE�CHCCUY+9 AN TmR9 .11 HE SEE w NG D G5 4 9 - _ ATIDN NCELI GUSE SS AVAILABLE. "L 9 R a S 9i E "� - FOD'I •4 ti a I 0 I 3—EBE.—IER ISE. ED Br UDDI _ .1 5 DRdw P PMG ABO cE L' G LO NG wAN9,rP OCA lTH i� � I I r - i ==� —o-- I I RE� i 5 LLE�iEAn�I EENeHES PER DLNERS . DBDD'NcRI6,dANCE m _ 0� I AT-3 /C0.0R9 Br DWER DUEL SAH SHELF so. cWiDH+Si,crecT STEM ROD, IN AccmrmANCE 1 9 9 I ` ST41Ddim59Rb3-9t SS 9vERr REC� ACLU NEU6PAPER DEL EPT = _L-_-_---° — ---- — a o S / I I Bm WDmD WALK SEE DUGS DESD. D B--ETTEDWALL/WP_T ET-1 1 —= —--- 9EE 0 vIS alµiJ — ELEvdrD¢ SPEe4.3 y w� l',' - Ev 44' LowER AC g . 3B'-m' 5. 3' 9'-II• ,., 63. I 3. DRdPERr PASHA SE NTERIOR UELE ER IL 64. CCN 'HATIR SHALL N R LL —ELE FOR COOfmwATING ANr Arm dlt PD�ETR>ildi � iMRI SHEM WALL9 OR COLu-Ib WITH BTIeICNRAL < c _ _ _ _ _ _ E _ _ _ _ D —f -- — — — -- J 9ND Arm LKAT�RAwINGSaELERPoCM nECH. 1 ANDwI„BNG D - \NE,3' IS 5. eD Po LED _ _ WdfmWUSEpm1L-AL CD1fR'A V ` 9I� `e"AFed D 'A F mart WPLL III", a .m x w \ V U S 69 PROv sP D_ER HEAR —ES EACH THE SpOOR9 AND WNDOWs, Q P.3 P RE" M3 AREA •D' —A AB AREA - `v ENLARGED FLOOR PLAN Ad.�. dRBd A 1/4' - I'-0' SCALE -os � 0�®®® F?1°t�li�® F= DOOR SCHEDULE UNIT 'A' �o�I�i®�mmmmmm®^1L9CLr:m� moms®�mmmomm��m�� ooaw7m® mmmm=mm�nm�a�� oo�¢�®�mmmmmm®mmm� oo�mffiI®"%m®mmomm®mm�e o©®gym 'mmmm mmu ==m momla�®=mmmmomm==m=mil mo�¢�®�mmmm�mm�u�sm��l ��®�mammOmmCL'I®m�— �©®gym-�?mmmm�^' BEM m=mamm=mm:�mmm� Imo®�®=m®mm=mm�.mm��' m�� aC�9mC^'Im�5mmC5^mmfi93�m�R->F �0�r'�®gym®mmmmm=mmv® ®' ©� mmmmmmmmm==®mC'Tii- wmmmmmmm==mB-� m©��nmommmmmmmm�am�^Vti' - ... RMIM mo��®gym®mm�mm��m� mom® mn= �® � maommm - mo=�E2=mam '- ��PR D� F `r' C B A NEYNDTES RAQTDRTD PROMO. A RILL EET --NM WITH SPELIFILATIONS.TO AAL.L EUBCONTR TION! -FOR BIDDItYa 9T�TIOJ WIR^OEB. N 4T ANY WALL LE PROS aTRABN CH,TE A,ZA FRCn L v- wBH M FPR Br 4 NfR l ZS.NBpLATE ALL W1 ARCUND LOBB BETWEEN Y AN AND II vNG -ITS. TS. T=LT CABR N� UL•�ro I I M0 ,6. DER TW£L E aR M S TO FECEMNT FRgT LLY.bEE .4 VW mBEE I I z i 1ILEON .£CERAnC TEE IL BRDQ'I FN SHCpICRETE CK- VO�LRBTFDED 10 dGiIEVE d SLOE£ (4E A >B FOR S. I I - e AT SECOND FL r ONLY PROVIDE LCW TIpIB A-N AND ueDCW iYPTMF \ I WAL ATTH TOP RA AND DRA NAGS W ai F"0 p"°°eE rp R4 �igL°`r B i I I I AL a UD9" , e `BA l.. D/A s• NS r>TH Rmwaar R.B..H Ail •a / \ IN. "TIED ALLV I R. U R COUNTER TOP p' DE. RECESSED TILED SELF COORDINATE ./.. WTBI.aaD-ENSrL QR OEc�RALOR oT i0.RIOaY. B.- u .T\TMTL //} " I 3-O'H KTCUEN OPEN NG AT T B AT P[NluwfE N I I 4 /' forte \�' / I F iHCERECP�AL DIWOT qJ COOIm rU.TE w.GE4 .iPBI,HO e,>THR�OO `� HARD w:H—DI•.b•LAPAND / \ BuOE HOLD TR n PER ID PROv DE BRALMG A9 REQUIRED ). -a urM ceILNO AT FoaHouBe. r I>,u RooR >'� �� Pa OPTIONAL DOOR IO,AL WA L AND SLINGING DODRS. \ P To nMBFAL REo AND I ® LED BY CARET SUPPLIER LAYER DDNSTR- OF Q• DR WeLLST AN ONE q ' • >:g \ - sue' I� x iwe LeIL NG AREA TQ BE cauTRUcte- m a� a 6. \ F oP :LAYERS of FIRE QDDE D—L i �" � � 4y \P0 V -91V ® I Q pV LUq� CEFL TNG TO BCE 13 sd nETAL. m nABTER \ i n B9 of fu.Pp RE s WdLL . ® TYPIcdL SEE RE AN TL l mm1 SAFETY iB otiB c.BITuo9 rtRSFECIF CAT aNs SEE ® — HATE ROUGH AND FLU18H CARP- I TYP xa BEE Dv6ON,FB01¢c"THERd�ANDra9T- AND TECTON ExTERIOR SULATICN / - N- SYSTEM - ® a GREAT fCP't - x9 SPEC F CATS 8 FOR DOOR AND WINDOuI CN0 TYPICAL ME D NS GN 5 FORALL FINISHES TYPICAL .A / •# I B p°Ay'" T' / �'e� /'b -$ 31 SE D slcN ws F TRASH C E BPECB ® An u li COORDINATE wrt 8 ZE. LCC 01 D Al — AND DAMPER LOC- H'� TICNS WIR EATER FEft PLUMBING P S UNDRY INN'. PER R 5 NG DUGS TYP ,� L•o ;� B s� � I LA LLa ^� D ODO & 2 I DOES w w ®e a e m l 3b ,o GLASS DOOR n w Fa v� O ATE R1CT R, N CCNTIRACTOR _ .xm x T PRwloe BHDP .- —.ET 4 I COMRdCTOR i0 COORDINATE M 5'-, 3/e 4•-x Va s'-i' x'-3 - .-b AN. NGS WITH ELECTED APPL ANCEB e• - - - - J \ CLR ' 3 TT nucER PA. TO Ca 1 •- * \^i,i.�� O R x\ 9.E T�LT6axERM10 FOR ExdCT1 lam II�O ii ® S� xH4 CUR FIRE RA D WA;L T� 9mB, 1 O SEE FRE 9.AFETi RAN FOREl �IBT�ILTILN TH ADD-T q , ,� ' t• ill gTCH .I _ • m1. IT— D AL RdTnG S FQR BCV.I- RdTING _ I` `HaYR Am. :^' D Wa`s`Fa exACT I® I I l A l DB o I FOR ALL R L NGB P CA Em 3 ®e u4 0. Vt I 0 41 8EE ELECTRCAL D—A 1 FOR ML LGHr- I Np I ' 1 P N E SwTLHING. Ex i BIwdGE ETC ® a /® s: . I l ITC I 5 BEE aE � � AND �' °�. �.S m� - ® _ . L - _ 1 O. . - -� e I - . - - - - - . Q 49 CWtm TE ALL SLAB PENETRA � ATH AND `•7 ,y n o PAN BEILLEEN BLL ETD. ET< ON OPP09 TE SIDE 11NLL RREFtdTED DEn S E * - BREAIpdBT x'_ 1. L ASsa1El EBlTYPICAL ALL ROOR91 NOL1C FOR CABLE i.VET PHONE SEE ELECT DUri9. TYP. O D U s® E o' ® ttp® o B —IT CON RO PAD W 't AS ASH - 9 SEE AST `- 1PD�FG4 3' SPECIE C9K RT x, r O I TO CnJ 51. DE PROVIEELECTRdTKAL PENTHOUSE LNLY w FUIcEPrdcLE AND -NE II NSU TCURB O ME ETAL VP�3YTE- ELECTRICAL DUGS` ® b 9 II C O 9 Y CM 3 I I I I I s. PROVIDE 3/A• BATT LS ATN. OIOrFEWdLL. II ® �® E SEALANT AT ROOI¢ PENERNM LINE- DE F FROTECi ON. =-II-�_-I- Tw.TI HwR AxB m•' -- — - -1 p• B. <•� � e L SeO� � h x �• I I ION FI OOR 3 R A33 - F D C B A UNIT TYPE "A REYRAN LEGEND:. SCALE vA . r-®• wrt s• wn ti• wlr r• wm Ts• FOO ATE9 T'- ATm'AFF. SWdRE FOOTAGE -IL- -IL R£v. REv. O-U✓DICATE9 CE LpG AT T AFF. rIG ®-RDICATE9 CEILpG AT 8'-m' "P.- W T TYPE 'A' L vI -A 292e Ci_M ATE. LE LpG AT 8 W AFF. PE.'A• I ABO 9Q. FT. REv� di[T i UN T TTPE 'A' TOTAL SD. FTG. xamb SQ. FT. UNIT 'A` INTERIOR ELEVATION_S_. TYP. SCALE: BATq z e= � i o Iq Lo'.� PEa 2'(0° 1 7Ele 2�_�x I ApP�IAticE AFPUAucE i KITCHEN) za 11 POWDER ROOM - Il c II ° IZ 13 G BATHI rat BATH, zo zo GKITCHEN; Az i 3"6; tz POWDER ROOMI 1a MASTER BATHROOM zD �z� I� II 4 I to / I 2 a 44 VJ 1s MASTER BATHROOM z (:qD9 q 15 I I 36 av m s � G BATH rs1WET BAR z rat KITCHEN rs1 KITCHEN 0.2 2 1a MASTER BATHROOM zo _y II I 5 II I 1s MASTER BATHROOM. z x xG.xxx -............. xxx. ILI e,='exPx xxx meexxsaxxx°as xxGxxt. y, �G�, u IexGwxxx x:mx Gxx rooti„ �exGw,xx x,mx mxG al. 'mx yv u¢eertaR11Yx�sl, xs sAoxx lexovxox vxme�mxro J9 h°B�`Bxxo�Nof °✓SP! vss xxsx°GBeI � xi s yg ° g 63Ax (fig 6 x ] 11d °v Bnowxs wooeoxxG °z sa m exees eoi.°ex� xecesse° xnmo cABxxsP as 1a ixxxe a (exovmx xixe x�vs xncusxxe°e sxaeves di. 2'II.X RfGES2. dd G/GIUReo MARBLE, 1u6, O xx", hpCasi+� h,eiar zz. smve ssxce. ACe 4s. Y. 4- vhT a'..� B"UUHi 9Nu.VES Fe VIDE 011 MASTER BATHROOM 1S MASTER BATHROOM N01R nn,TusxAw,.x TOssezvens.r! 4a>,...N uppers cxe sxH Tr �irct°sess w Gp OTHE xsa eomen. FIXTURE MOUNTING SCHEDULE Onloos otherwise noted): - - exf@Pxixe. s. Nto V4° acwv+ CCIUNG. owe roxxxxx xxexG 10 LAUNDRY ROOM 20 mAA ru MO. DOOR onm�®�m�mmm®®ers�m� BM=mBmm�mm®��— amMmmmm.�'W'mmi��- m©��®©mmmmomm�s�m� oo� ®=mmmmmmmmm�� o®ems®gym®mmommmmm� «°.mmmmmm�s�sm�co-..� ©��mmm�mmmmmmmm��-: mo�smmm�mmmmm�re��r ©�mmm�mmmmm�mm�r�s�s...zr.Y.-_ . ®� mmm�mm=- - m�r]mm�'�m-- —cm o�i®arm®mmommrcm�� o��mmmmomm��m�em oo�®mmmmmmrs'm� one®m�mmommmesm�c oo��®memmomm¢�mm�� oo��Mo mm=mcm oo�m� . mmmm=mmmm� 12 11 H LEGEND: ®-mDI'A ed-Frt AT r-m• AFF. REFLECTED CEILING PLAN ®=�K E9CEI�MATe0--IF. �-INDICATES CEILING AT e'-,Ui dFF. SCALE I/H - L DWW9 ROd, ®A ABINEi9 4T 0 UNIT TYPE "B" SCALE I/a . BWdRE FOOTAGE . UNIT TELIVING AREA . m Ba. BALCONIES 10B ID FT. WIT TTPE .5' TOTAL SO. FTG. 1]IB 80. FT. YNOTEBi UBED. ORdWN'a0 W . BPEC ECAll— TO TILED BUELP CMRDINATE L BUBCONTRADT_ FOR BIDDING TH OUNERB MTERIOR DECORATOR ON9TRUCTION P�RFbeE9. E" BHOWER C4Nif'dDl.9. 1. AR4,lNG TRABH CHY E AREA Fled, �L�iv- I6 m' W. x 3'-m' u. KITCUEN OPENING. ITV IT, HCEICC Cd� CATIDJ CMRDINATE ALL D AK Wrt9. 5. TIP. B. eEIU.EEN LOBBY AND LLIL. R NJ�T9. IB. 30' u WALL TH upOD I' x 6' CAP AND nE INE CAGINET. DECORATIVE BuOE HOLD TRIn PER ID. TO0LER HOLDER E+. OPTIONAL DOOR T t AR 1m. OPTIONAL WALL AND BBwGING OOOR9. A TI 9 DOPE AWAY FRT, NoT USED. e TILE E64 —11IE F£cEIVE CERA•5C 1 OBY CABINET &UPFt1ERD gp�GTFN15H CdlCPETE HCK- L;= STET TILE AS NEEDED TO ACH EVE A B_OPE 1 �0, L ACO aCE L NG CCNaTR B ER OOR ONLY PROv DE OuI Y 9 5/a L B . AND WE ER OF N' DRYWALL 3>& PPERS11— T`P ACT dJ9 B Aa4 D/A35' 1 TH 1 L4YE— AFEd TO BE DoDE DUc1ED R8 OF 5/0' FIRE CODE DRYWALL NOT USED t nD9 AT 1a OG. UALLECE L NGLTO eE I e- METAL STUD% W Tu 9/B• PRE CODE DRYWALL PPER CNTER TOP T WIDE. EE='. TDE OUl L1mm18EE F RE BAFETY 5 DAL WALL 18 ET4�TUo9 PER BPEC F CAT ON9 SEE AA �w Tom 61� 6= BEE DIv191OV, ER'fALNdND T0�8T- F NI T 9Y9En TYP OR 15. SEE DIV1810N a FOR DOOR AND WNDOW 5PE pFv -T DNB TYP CAL i BEE FIN -El TYP DAL. 11. EEE o d� 5 I m ALL ,d D DR DLDBeT AND PANTRY �. BEE D v 8ON ,] FOR TRA9u CUJTE SPECB _ T DDORD NATE UNIT B DA� ER LOCAT d,. 3 LL DUCT PP— LOC- Z HO WATER HEATER PER Ell- 36 4WDWGe. ry /' LDRY BNK TT KNEUn DW69. TYP. E BPACE ti OPEN FOR VAN 31ED ELI .ATE 1' uKaH CI➢eB WITH SELECT- EDBLDII CGOL,49S�DOd2 ndNlFACTURER <d1T B PR T 9T . CONTRACTOR ® TO DOGRD HATE, PRONDE SHOP Du— '\ CdENRdci o5ELEDRDNdTPPLANCEO �r o- R,DD R PRDR TO DO B \ 3 B TTY pDLp.yA9E tWP'ImBs1 B FDR ENADT eEDRIXA'I R \ 1 H lU PRE RATED WALL /WPEm51 am BEE FIRE 0 ETY PLANS FOR E—T C� ET p11CNBTul9 WALL 1$ GNLY TO E I RR THE ADD - I. I u IdVAL RATING I9 $dY�D RATING P n 4 Qt FIRE RATED WALL 15m151 gE.EE 11- BTFd1 —ETY PLANS FOR EXACT IVIBIW 5.1 FOR ALL RAILINGS TYPICAL. , AL ORAUIPG9 FDR ALL LIGHT- No' 9PUN4ER E�9E DPPINEEE dGet P. EaTRIcAL. mUNElm AND nE eDRAWINGS IT,E� Ea 5, ETC W L e eKEE BA.e ON OPF091TE � ALSIDE UALL LLA99EnBLEE9 _P CA ALLLL 1-14 BE CCHRE1.1 PREW.RED FOR CULNRTy nApBL�L INDNI 9E E ELECT, DUGS. TYP. a E . DECK, 9PLAW, EKIRT 5 SEE _' _CIFICAll— E, 5 LECT AL FEACL CEHE AND PHONE DUTLETQ 0 , "IRATE WTN E—TTIDCAL DWi5. -�1 vda3 FDR 5ILL GODrcI De AT F 5 AT IoO_ 3FeN TIA'T' � IS o`e�NR=_ SEALANT OPTIONAL _ KITCHEN / LAUNDRY SCALE Va I 0 UNIT 'B' INTERIOR ELEVATIONS TYP. SCALE: 3/8':l'-0" BATH z KITCHEN z (OPTIONAL PLAN ONLY) BATH i 30 � 31 +T 5 ratTH BA zz iS t I3 rE� AI'7L IAUGE /81 KITCHEN (OPTIONAL PLAN ONLY) 1z POWDER, ROOM 1a MASTER BATHROOM �z�(OPTIONAL PLAN ONLY) n� MASTER BATHROOM 2 Ilr 1 @ KITCHEN Nf ,j A_ MASTER BATHROOM A2 muxkcsxxaxixxxe c°uxmex csee ewox ax.xxal. e. mrss�nex sexes. saLLeec ae) ° ease, u s1VePo»x"� �IG,N6. �Ae %uos"s`,,M7 �OslSeu sxox""ie"no�:oe �axx oxe na °xx lex°vroa x::x xx° nei x e°e a x°xeo",I. xx _ Teirzxlsl, xs deowx Iexwxns xzxe nro � " Ives xxs uel. ,z - x ° x°z�ex nxeex x°cnea, sscesse° xxx° casxxex xs xe exxex°exe: .e:ems/x,• . , x/,•I ex xxoex: x°uL°:x° � :n �� n�° °xxxxx�oe. 10 xc zryuxaxe vpxxmax �ex°vxxe xx xwrvsTxees saesves 43. 11" M x K'u-x 3�1i p RE<E54. '.1°°g� 94. CULTURED MARBGE,T vim, tcG, SGCASH, swi,-r nee. - 4�x W gT.AEurHeusc ONLY TU0�LA5� 9u�,✓E�i. 'NOTE: PROVIDE Ot1E"D TANLE NHELE IN ALL BASE CABINETS AND TWO AD.NSTABLE SHELVES IN ALL DPPER OANINETS, UNLBSS OTHERWISE NOTED. BATH 11 Az(0 WET,TBAR �z KITCHEN ,,JA, z 10 KITCHEN 11 KITCHEN z z 1s MASTER BATHROOM 2 FIXTURE MOUNTING SCHEDULE (unless otherwise nated): e. auexva".2F.Ow CEILHI6, �ws coxnrex amuse , _18 (OPOWDER.ROOM PTIO NAL PLAN ONLY) 17 I lil A2 to LAUNDRY ROOM -•• �=IIMMI®®® jmr—mm�mv cmi � , EN'+^Afikl ,Akl4T+ cam" m�®'�" �F%i•.1�2.y�ff?% �® m@3I mmm�o�r.�,�r>wQ�� MMMMF�," M= m ®��fX ©----------- W ni® MM� ®��m�1ro-m®® ��=Fmm moz��l®�mmmc�om®mr�mm moms®cmmmm�mmm�mm o®m�,im�im�smmr•'r'®®m.�immF-ti: r.--.�-a E3M=w,7,- ==MMMM=MM===mm ®om�®smm®m .-.CMCMVN"mm� ®®i@ S®MMCM=Mmmmm3E9PL7®mF EMmammmaMC23= .• Q6L,.A III 83=== =mFA,1 M®C.^'mmmm=mCM 3•'',L'PM= ®®�SHE �smj2ltl,mmmmcmmMWI.�J=m- mmra�sm mmmmMmm� mm ®mmmmCmmG2F:�^M=CLM- on= ®mmmmcmmrrm� .• - - E=Mm M=MoME oo KE.. ORNtlE FEEL FR�9N 0.a9iEla Of9t0 b Br PWER a �hF�TQ�LLYB x. P/ ` OPTIONAL TOILET ROOM EC.1LE Va 0 _ BRd9u d.0 Tm ;�SHOWER KNEEWALL LEGEND: ®-WDICATEe BC{FR AT T•�0• d£P. REFLECTED CEILING PLAN I/8' ®=�a<ERWGGTD':m'F. -wDICATEe CEREIG AT e'-11 d£f. SCALE I - UNIT TYPE "C" BGUdIRE FCOiAGEB� TYFE 'C'. LIVING q £A TJ99 BP. PT. NJIT TYPE 'C' BdLCONIE9 38e �FT TOTAL 90. FIG. 2"3 W < F. E RE80 �� I.DBUB<(WTRACTPR9GIFF�ICB DII•Gi AW CCNBiRLCIICN PUFPOBEB. PRONE IN9ULATIPNM ANY WdLL 9E TS I--ITRaBu GLTE AREA FROM LIV- BETLEEN LOBBY AND LIVING WITS. NE CABINET. TOILET PAPER HOLDER T iCulE DE A P05InvE BIOPE NL4Y FRPT DOORS.aCG I.I. REi ECERNIIC EET nLE A9 NEEDED TO dCHIEVE A SLOPE VB' PER FOOT. B. AT. I¢AI SLY, PRONDE LPL ANo vRAINAGe PPERB. 8EE BECTICN9'B/444, D/A39'. STUDS AT 34. O<. 10 N ZEV PPER CPIRER TOP rz• W DE. A. ;=U= TILED EUELPCOOR —E ERB INTERIOR DECORATOR BUOILE. CONTFBDLB. 4LIE W. x 3'-0' u. KITCHEN OPENING. CTPoC PdNEL LOCniION COORDINATE iH ELECTPoCAL DWGB. TYP. 10. 96 u. WALL WTH WOOD I• x 6' GOP AND DESTIVE 9u0E MOLD TRIM PER D E BRAC NG 48 RECUIRED ) 30 OPT cTNL WALLWALL N♦D &uRY+MG DCOR9. 21. 32.PANTRYED Br IV.MFKNRED 4m N9T —INET SUPPLIER 3 EM£•T WALL ABOVE CE— CCN9TR- 3. aYEEDR �9rs D METAL BTUDB AND ONE RYWdII. 3 D'iN9TR1rTED of 3 LAYERS a ro F kE CODE DRYW4L WALL�A[iOVE CE L NG TOBE 3 9le' MEtdl 25, BACUB&DE IEWPD00 6EE F RE SAFETY AL METAL V 6LPER BPECIFICATIPNS SEE L. G D N91P 93 31. COOS TMiE ROIkaON9 6.1 FANDNI G3. P.- 39, E PROTECT CFO 1- N� �IBT- AND F NBH SYSTEM TYP. 3 I BI<N B FPR DOOR oND W NpPL 9. $E DIFN dnOwS ttPCAL 91P. a FOR ALL FM SUES TYPICAL. 90 -LVIFG ICN I0 FOR cL09ET ANo PANTRY 3 BEE D v 9 PJ 43 FOR TRASH CHUTE BPECB. 9 i COORD HATE W T SIZE, LOCdTIPJ, 9. �LwiDUCTLLIOPoC dND TMPPER LOC- upi WATER HEATER PER RUTTBBIG DUGS. 99. W— BmUC PER — -IBING —5. —1 LAW — FOR VANITY KNEE SPACE. oDR TP HEIR <DNTRADTDR CAORG-INATE, PRJ- VIDID E BUMP DW50. _I OPENI-E W TH B LECT— —E. AND —I MAKER PRIOR TO CONB- 9 P1-1 _;I IR e BEE E SAFETY M— FOR E—T CONSTRUCTION. A . f uP3R FIRE RATED WALL 1WP0091 WE RE SAFETY PLANE FOR ExACT REGIIRED TO BE111HOUR THE ADD- IT- RATIFG IB FOIR BPn�D RATING 4 R FIFE RATED WALL (500) RE 9dFETY FLANS FOR E.- 9EE DIVIEITON 9.I —ALL RAIL— TYPICAL. a ELECTRCAL DRULNGO FOR ALL LGHT- xrt BGNAGE ETC. aWE '—ING DRAWINGS FOR LOCATKN9 6 A ALL FIRE E—LER uEADB NJD PIPED TYP. a uATE ALl SLAB PENETRATONS WTu MECHANICAL. ELECTRCAL, FLW'9NYa 41D eTRCTYRdI DRAWiIYR TYP. am. FE IN N' DRYWALL SMOKE BATE CF�LAIL FIRERATTEED9DETT— WALL A9EEMBLIEO tttPIGAL ALL FLaD 1 I ALL WIT" TO BEETELr TARED FOR "EE ELE<T. DWGB. TYP. 9�P w Y B, aD PAD. a9 ORTURED Mnfd9LE TUB, DECK SPLASH SKIRT 0EE BPECIFICATION9 FOR MFR98. 50. uHN¢LPOOL TUB dT FENTHPIeE ONLr. 5 ELECTAL RECEPTACLE Al- I—E AND RICCCCFDIHATE LL�RH ELECTRICAL Du1-•B. 3. WELDETAIL Vd-39 FOR eHCUER—EAALL, 3. PROVIDE 3/a• — IN^Jl I'— s. A/C — LINES PROVIDE FIRE BE.N.ANT Ai FLOOR FtNETRA -E FOR I HCUR PROTECTION, KEY PLAN wrt'B'W < IEAi'C: Wrt E• REV. REV UNIT `C` INTERIOR ELEVATIONS TYP. SCALE. 3/V; 1'-0" ZII I 6� a Ib - 4. 32_ 32 31 - EQ, ea. / N F TIP.,' — _ N OQ 31 13r 30 t--_ gp G a ) 9 Z4 ru�¢AL 3o fi 13 41 A?PLI�hI1GPi BATH #2 z BATH #2 3 BATH #2 BATH #2 nWET BAR KITCHEN za z z z F,,�/ � � � � � i � _ , _� i � Y Y 7 Y Y � � q ZI IZ Z3 II Il IL II Io 2 ¢I EtD_ 13 --- ---� --TT. fE� 13 FEK 13 5 APPLIAI� gPVLIANGE. KITCHEN KITCHEN %1KITCHEN o LAUND.RY_ROOM BATH #1 z z z z 32 I� FIXTURE MOUNTING SCHEDULE (unless otherwise. noted):. II 1o 13 l 5 30 S I� tz t3 BATH #1 BATH #1 1a. MASTER BATHROOM MASTER BATHROOM 2 2 z zis Pz�si- �1 V 3D i � a tee,:oe ex Ow�TTSOsszO�T.Oe. 41 IO 4(0 .z T�s�..s s ow�ieno�i�N:Te Oxa �. TOP . �,�. ITaweOe E � "`u:sw°V1nx'e°Ove ID O ®C_7 \ j101 \ � iO ea`_�"T� °reT:s:, ss sewn, �>nOTros wxTa T°o 1�-6.. aT �PeOn:Oe.:Te. � O OT a� eeeO�s �rec sEo> :3 Oa�u e, Tse 13 4T 31 5 ei sTo�re sP,Oe <. NA�eeA ANO OareR eT q°b e�cru� ,vARa.�,Tuase�Lr Druzµ yricr f1w RLPca_Tua Ar r¢Nixov.r,.or1LY is MASTER BATHROOM MASTER BATHROOM MASTER BATHROOM NDTE� nEovroE oN ADJosTAeLE sasr.E IN ALt EAsa cABINETs AND Two ^a A°+Oy'^6"cLa 18 ADJUSTABLE SHELVES IN ALL UTTEE CABINBTS� UNLESS OTBENNISE N—D. - m��®fliirRJ®� ci'7� ��0�4hud�®Cr"Y��ixra cm=m�®�©oo�oo©oo® momFsazs®�mmmmmm®me�m� zEo��®Mmmmmmmr�smaa xzomI'mrom MmmmmCmmr�s�� o�F�®gym®mmmmmm=m�� QLO��®�mmmm©mm�'�m� �om�®�mamm©mmmmm�� mm m©�®mmm�mmmmm�n�®�F m©m=sm�P>m®mmmmm�m�� mom¢wsmmmmmmmm FMM== m©=axns®=m=mm=mmmMM== 8mom7vnn®=mmmm=mm6*%vu:eM�� WINDOW SCHEDULE - UNIT ED" oo��©vo mo��moma - 8 QQWxo O0.'F¢ BURDPG 14, AT 13 LEGEND: SOFREFLECTED CEILING PLAN ®--:E D<.`s��PP 0-NDNCATE9 CEFT AT--G•PPP SCALE ll0 • I 0 —E. CE_ AT e'•lv� APP. 1�mlw MIN �In-_ ° ,ram 0� N! o d UNIT TYPE D" SCALE I(4 i'-0' JNIT .OUARE FCOTdGEB. TrPE 'p' IVING AREA NAZS Sd. FT. .1 TYPED' BALCONIES 2— W FT UNIT TYPE 'p' TOTAL SO. PTG. ZR S SP. FT. JNIT KEYNOTE i. CCNTRdC' C: DRAWN LL SUBC AND f.G i. PROVIDE INSULATE 5 TOILE' PI MEVICE BA 1.TILE ON fRDVIDEB FRS SET TILE A e. AT M BCUPPEPo m NOT USED I. NOT USED UN R C< B. uSEo W .- u, WALL WTH SOOO N• x W CAP AND CORAT VE SHOE MO-p TRIM PER ID. ! PROVIDE BRdCING d9 REWIRED 1 L AND ewINGiNG DOORS. NOT USED BE MPMFACTUWED PND NSTALLED BY CAB NET SUPPL ER II3 PLEN11•I WALL PROVE CENLFG CONSTR- UCTED OF 9 S/B' METAL 9TW9 AND ME DYER OP - DRYWALL. IS CEILING A.REATO BE COJSTRIGTED' - OJ SUSPENDED EITAL FURS NGEPLENItILI W L ABOVE CEIL N'a TO BE 3 S METAL STUDS WTH S2 FIFE CODE DRYWdLL �0 SIDE I— SEE F RE 9APETr O4 WALL. 1 G TUDS PER SPECIE CAT ONS BEE MEv IOOJ ES 11C HATE ROUGH AND FINISH CARP- ENTRY w Tu D v 913J9 G dND 83 r to BEE D VIS ON T FOR THE— AND MOIST `T �DPWOTECiExTERNOR IFBULAnW FINISH SYSTEM TYP. ]9 eFEECFCSATl GFORDOOR AND WNpOW dJ9 TYP CPI. 30. SEE D VIS ON S FOR ALL F N SHE. —Cl. I. SH L„� ICN NO FOR CLOSET AHD SE PdNTRY 33. BEE DNvw a FOR TRASH CWTE SPEC.. 3 � OIT COORDINATE UNIT SIZE, LOCATION, 1 ALLNK .AND DN•IF£R LCC- M ATNCNB W TH CH RANS TYP NOTTER HEATER PER PLUM®WG DUGPS 31. LC•PEN FOR KNEE SPACE -HOS7 TY u.G4 . 3"1. E. -1 GLASS DOOR MWAMPH ACNRER SELECT- TRDRE. TO CONSTRUCT OV CCNTRd — OCOOPmINPTE. PRVVNDE SHOP DUGS. IiOWRTH O COOFA NATE CARNET CONS. TldIC 1-1 "1 MAKER PRIOR TO CON.- 3 SE ECTED—I AFTO -11 ] HWR F RE RATED CHASE lW+T0991 . SEE WREISAFETY PLANS FOR EXACT C HN�T_T.T.ON a RATED WAL1(WPB051 eEE FLARE SAFETY ANIS FOR E-1 C SST —ION S LL IS 1 ONLY. FOR SC- RATING a RATED WALL 1 1 MEP �9 TY PLANS FOR E 1 1. BEE D V B OJ S. PCR ALL RARF�G. TYPICAL - 3 SG 9WEiCN N'a. E R SIGNdGE LL LGHT- ETC BEE ��°B DRAWN BF LOCATIONS ALL G NKLER HEADS AND PIPPG TYP, i C FATE ALL SLAB FENETRATCNS WTH BTCHANICAL, ELECTRICAL PLwtaFi-i AND RKTIIRN. 4G9 TYP. K. P IEN IR' ET . ETC,04 OF —ITE ER EN MLETS. ETC. ON OPPOSITE SIDE DEM O ALL Dd1BLE WALL FIREWA ALL ALLt A9SB'. - (mPICAL dLL 1-1 FOR 4T. ALL C ITS E T.V. E CT. DUGS. TYP. V. P g MET' ELECT, AS OLLTURED MAI✓BLR E TIDED A ECK SPLASH, BKIRi SEE BPECPICATNOB FOR MiYa4. T PENTUNSE O.F.T. % PRONDEN ELECTRICAL RECEHACLE dND PHGNEE OJTLETDUGS. 52 E DETAICOOR'�NATFOR Su0'1¢R NOTE AEWALL. S4. CE FIRE SEALANT � �R�TRdnGNBA—IIH PRDTECTI KEY PLAN wrt D' OWIR9 QJ hND BOOR O'6Y a wNT a. 9 � UNIT 'D' INTERIOR ELEVATIONS TYP. SCALE:* 3/8": 1 -o (pp BATH #2 r� z BATH #2 26 BATH #2 A26 a BATH #2 �\�,q WET BAR 2 V z � � KITCHEN KITCHEN a KITCHEN KITCHEN zs z z o MASTER BATHROOM. _ _' MASJER_BATHROOM_ z MASTER BATHROOM 2 2 _ FIXTURE Mg UNTING SCHEDULE (unless otherwise noted): e. ALLp x1�4°eD6lAW GEIU{1C9� covxTex xncrcse / is LAUNDRY ROOM 26 is MASTER_ BATHROOM. zs ' is 'MASTER_BATHROOM. z e e I�ee xis e�..xx�. a excel, u seoxPex � �/uk�. �pQ� v N's`�oW"'._e e gexo"ax`rx exx a .xe xxexx emlxl,'a�x xxox�Iexorexe : e Iexov,oe xeTx Nx . _�. Tie . eueTowl: tt zw5a��e aei psi, u sewm lesovsae xeme vw xMex s ix6 D¢I xer l9 s I5/i6' x ] 1/ eY axvax9 xoolxene ax - e —T ewes sotxes, aecessen axm T u 10 same eumvr Iesovxoe xxma eive awusmasys 56etves "' sr. C✓<TUREp roaaB<E, -ye, �r,gpapzx55Ki2T Ag. wxIrsLPOO�, tvd A'f Pe NTNOVIL ONLY xtmH. wwoviow nx aB.msmawi.s swsrx ix ar.T. wasw �awrvwms axo 49'AVVVS ABLE B' 6V�'h s ELVES. nDETAIL A27 SCALE:' 1°: 1'-0" 5 14 33 3 3G nDETAIL 4 I� c DETAIL 27 5 CALF: i2 7 nDETAIL A27 SCALE: 1":1'-0" DETAIL 5 � -IG 3 4 �oLIGEETE Fl - 77 SLAB. F`EF£4 26 d2AWSTa�LTL G 2Z q 0 IG" 11.4. AIL F DETAIL ?7DET -. sUSpELIbEb SCALE: TILE GEIUIJG 27 SCALE:. nDETAIL A27 SCALE: 1 1'-0" DE nTAIL 2 ,.SCALE: 1":1'-0" 36 4 3 12 5 � nDETAIL A27 SCALE: 1": t'-0° DETAIL KEYNOTES: px xxai oxxwixcs rej�. oy I{ 2 WOOD FUZ2111& ". c�ixr pis Pvl . ¢e¢¢a ro rae sr¢¢crvxu, oxn ixcs to Pone ixegoxaxs xxeowwrxorv. vsu oxaxxxes '¢. 15 Lbh. 61ii�Jz6pzfE�T aN II%L E%'is""ER'aR /»Y'+"M "SMUT .1 xa. 19 L6S. 8liILviN6 fELix s¢¢¢-wxxi buvev nerai wra ory 22. ¢sia °s xes¢ ox se¢¢-evx¢sxc e.¢ ¢ ere... rrr¢ vx SG. ¢3 6A1iwx Llubuvn aEi WEEuuFil¢¢1u4. TILE LEILILILT 2 iV' GEILIULT HT —$- ILAOEDILIATE- wlpT �EFLEGT£O LEILIIJLF PLA{-� 35/fi" NETAL STuds @ I&P PaYWALL LOaWF-R 13EAb. DETAIL 27 SCALE: III II� GO�ZIDO2� 2 DETAIL 27 SCALE: quo" A.F.F Il2" b' YVALL aJ 7/6 METAL HAT -LHgLiLA ELS 6 24" a.L. OIJ '12" METAL L- LHAIJLIELS a 24" oZ 2US I,FIW DEd FaoH SLABABOVE. TWO-HOUR. Fl Izf-I ATEb WALL ASSEH51L`( e,0"TauLTEb 7£e WPI5o5, Y1EFEI2 To THE "FIiZE- SAFETY IIAus'I' LL''T."Soullb $OI TOUUU4-Tio H'flUBATTS F— G. 2ATW WALL 4£e2uIP5Pj Z-}lour.. olJU--ZATED WALL t?4V[Mgl . 3A�EgoAl2d: OLZ3 15'1 "SIZoww�S 11OULOIW&r GO*", 02 A I`9Oe/ED £4l11JALEIJT 2EFEa To THE *00O PIJISN ;GHEVULES'' F0a FLOOR FIIJISH IOIJLRETE FLO012 �L B.IZEFEI2 TO 4TIZULTUWAL PWAWII-IefS. Iq7'-O" 00TTOM aF SLd6 1I2x or—nVALL ON 7/s" METAL HAT CHAWIJELS C 'Z4" O.L. 114 1112" HETAL 6"LHAWQFI-S s '2¢" o.L SUShEJAPFP FI 0o FLoai2 S' LA'3 A5OVE. I�LZ," 4oFF IT HT, A AIL .DET A2 SCALE: i":1'-O, D DETAIL A28 SCALE: 1": 1'-0" C DETAIL A SCALE:I 1': 1'-0° AIL D DET 2 SCALE: E DETAIL 2 SCALE: 1": 1'-OA �l 14 F DETAIL A2 SCALD: 1":1,-0" I� 3 � 9 IG 33 D DETAIL 2 SCALE: 1":1'-0, 33 9 IG 3 14 I� 4 5 H DETAIL A28 SCALE: 1":1'-0" UC I AIL A28SC ALE: i":1'-0 © OYAm��LCCeCe22• I C� 'ell DETAIL A2 SCALE: K ETAIL D 2 SCALE: L DETAIL A28 SCALE: 1": 1'-0" i2 14 I� 34 � q 3 9 14 r1 33 M DETAIL 2 SCALE: 1":1'-0" N DETAIL A2 SCP.LE: 1": 1,_0' o SCALEDETAIL AQ DETAIL A28 SCALE: I DETAIL KEYNOTES: I i, e8oxx uixio ixa'TYea'wum omnvcmvaw nx xve �. i/e"emr °m� o'UeuaT°mod: io� sa vcmwoxu.o�waxcs eon xP11ev ITeeu l..; n.. x. :e l�eeie�. xxxtx ,° ,xe "e��os x =retnx�e . 38 6 LB>Sf�O FEIi oV Vt�"EXS. �PQul��a g0 p Oi�1�4Ti mx ox is Ri5 Leh. 2UIlOiIJG FELT. - uu=x mu tame ox ,z°o . .xe t �"�us°slt.°ne xro mne k=ne °x i,z• n a A..ex °x xx a exe xnen e e .esois >s - ucTto ses ex. eeeen so mxe vine s li Y �Mnine$�. ueex ro mee i9. k3 $d7T 14 2X B... un94 6 iWEEu xWkklN4 id. Y1 = [KIND ape, REaulReo. FOREFRONT DETAILS: P. SCALE: 3.:1,-0" 53 5'L I 4 9 HEAD c.JAMB 2' @1 JAMB; (@HEAD, JAMB(SIM.) A2 zs JAMB i> JAMB A2 M JF11V1� fICHU1Jl M.) 2 GSILL i .v. 14) HEAD U K SILL 29 za JAMB n4 HEAD A28 I STOREFRONT DETAIL KEYNOTES: I Ixee.l� s. oNl. e H (AT lEAl vo L GAT Drip. R[rt0. rN }s jcerc sw.xxe Nu)xo'ne on xs na xc ITx+-1-oo�xlz2 wpp0 FJREIyI(y. 10 5:T: sxuc xxse on sys-evnnxue ersaxuen t¢xu. wxe ox uxvgxxx 13, 31. 151 nEeaR 'm TNe se iii= niwreencoeasme-s/ 1/a anoum a xo'a(onl xs x 1af-lasx�enxoun s eQ iv ., xao ar nA1.x. coxaxnxoxroxl z=1 �`En nnoaxna 4x tl4-I ex snoun 5 s nna� . 1 s/e I ar anon, s iii l`c A 1 v4" ev anowa noowzxx co 5o cx Ine tsosl. neeak xo xxs sd£sxx nxean xxevwwrxox. 51. 5/9' STUc�Lo FINISH. 53. XTU0.ED LEILI N4 FIN15H. 54. xe BAr( lusuunou aErvieu ruxzw A. . MAK LF FLoar,,& r Aov SILL. ALUMINUM STOREFRONT ELEVATIONS: TYP. SCALE: 1/4`:1'-0° FOREFRONT DETAILS: '.. SCALE: 3':l'-0' • r (9�HEAD, JAMB(sIM.), SILL(sIM.) ELEVA1100 S1 e 51H. L r,f, F•F. 2 E LEVATI�J 23 80 gp ELEVATION 16 \ I (WOOD) \ ELEVATION 16 ELEVATION 17 (WOOD) (WOOD) P=�e¢x. =o Y �n=...axu yea. zo axrsesxm¢rrxn,,.. xwan,xo: aox .oxmuee T,�,me I , soseaa¢o exox srxo s. •. sxw¢. y. syeaiLpa rcoa p s - a¢ rare on ac aa�'cavr- s xn. xoux me L paFEli n xxs aam vx s ro ¢=x¢ ue nre x cexme( ree xi¢ " eovaeo (s%n-s �•1 az anour+s xou¢nxxc zz �%�xx s cxm�. �I�: mwo�e sTx�`Ina,�wox„nzxns Je - - maser � x e¢a xr zzzoo. x _ _ r Ixezxoo�. xemn ro xa¢ zs z = z-I ev a.olM a xxzxoxPOSM1oo�msrex �x vzass. .o xao xv n xox nxzs¢eo xumea =epaxvuexi vz ev enoum s fe s/-e� i z 6 emnaxc en¢umao nexu ume ox as x Im/a.." a nlla Zl I ez exovx s uaa exW�LpIiKSF[iT. sers ze exli¢Rsozsl. eax m rae =xo m.en even sxxa. - �inmm:ox. .a x sln I nr axes a xs n¢a xe¢ sm¢e¢xonx xaxuexcruxea. (a �(�i l¢is—�v vla I nv axoxxs xou¢oxxe ca. oa Ep SIM. - A — A2 I � D 1 —F.F. ELEVATION 18 Le b 5 EQ UA SPALE5 O ME IN !FD ELEVATION 1 ELEVATION 2 s a z1 7 EQUAL 1�rAl6' _o K 21 ELEVATION 3 ELEVATION 4 I US-1 IS I'm 11�mmmmm ELEVATION 7 A 41=1 2 1 - an k �.F 1 ELEVATION 5 ELEVATION 6 &::6' 1 za _ � 2 E4, SPdtE _p O ELEVATION 8 a 1. z9 b N F. K A ELEVATION 9 IELEV. 10 z ELEVATION 11 & 11' E 5 P A2 SIM 2 5 r( IM. A = A2 - A ) 'lore �TIL1 FEATu26,;o.R 2 56?L141 SPACES _+;v 2 3 P UAL 55f C.ES A' \\ ELEVATION 19 E1,5VA110{12o £LEVh11o11Z2. ELEVATION 12 61r9� ELEVATION 13 ELEV. 14 uofF '"LEVATIOO 15" IZ TO OF Eu^UIPPEP WIiN P"oi2ATI\/E LTLgSs GLa.. ETGNEb)• THE CrEOE"L- LOIJTPAGTOiz IS TO 60051.VH ACTUAL PF,• 16\VITH 7HE OWI.1 E12, FOR DETAILS: '. SCALE:, 3°:1•-,Q.'x 71 DOOR ELEVATIONS: 4 4 \ 3 -- I .-. r.Nc 'A• r.°e •e• r.fE �r.fe •o o- 5 50 AHEAD, JAMB(SIM.) � JAMB � HEAD, JAMB (Sim.) R HEAD, JAMB(SIM.) 31 �o ll 5 rIc a *.ra fE a rfE f I T, i /� 7 69 r `r � ni T \ ,� rNeP 5 5 3O fALi.)E IA Li.IE rv.F N \HEAD, JAMB(SIM.) AHEAD, JAMB(SIM.) HEAD, JAMB (sIM.) D SILL z 3 A3 �7 31 X E-- Z — — I� 4� fe . 4 � 45°rs 22 G ___ a 5 b 15 3 11 --i Plxev E-- So I AHEAD AHEAD, JAMB(SIM.) @ HEAD, JAMB (sIM.) R SILL A31 A37 rvre L 'Nr�ES% I rfFEa To SHEE-i A`32 Foil 60F4TII-IUATI00 of q _ Vooa ELeVA"TIONs.I Ai SUPi NG —A'f, riooRvi ARE To HE 9-o,, Ar PG NTHOVtE a-iLy 2 q Z 5 DOOR DETAIL KEYNOTES: 4 46 7 Ll 21 r 22 777 D JAMB AHEAD, JAMB(SIM.) HEAD, JAMB(SIM.) SILL 3 7 3 A31 31 aeA" pnr.1. as ii Ix=ns• x z vz-1 ez •¢eoxx•s w°u¢.°xxc co.-, Fue¢ P4 xe e, u mw rncsnox. x¢ee¢ av xe¢ as ez (wx150s1es �eax 7tl r¢¢ ¢o¢ 1Fillwx ""Bilxxox. xxx¢ °, s¢euxAtx.x° ¢»eAx¢�.oz 3 9 23 r — 4G 46 sroA w x I L ) 4 'gp° --< 46 Lei T 1 ¢ xae cn oe umsxcA . x¢4 ¢ 1 53 sm• ex°«° ¢¢° ox . .. xxe... ex 5 L65 e+.a'e Fx Yxlf "� eu¢a ss, xAsce ¢exe¢x oe AwAexx ergo¢ nxxx I I 7 I h 4 � e °°xx ¢°x¢ cows or¢x xxxeAA ¢¢° °x x¢„axAxe. ¢xxee xe ox¢ ewe exAe xAxe¢ o.•+ usereurslxeix°oR utxcieixe [ rmxw s' rv. oeAix xxsxAve ee¢ seecxeiumxoxs wre ssenn reoon ' A 5 12 � I e°x ¢x ¢. T¢e T¢¢ ¢ � 5 x�l xxxs to s 47 �� A sa, re M .x o eo reexa,aa a Azx°x. ¢e ¢ o za° , x x.x IT- =x."ED Acuxxxux sr.xoxxe.cuss xoo¢ eeaxe. sz xsxs useu ro¢ exxeaxox aaxs xx3{ies Aeuxxxux xooxe=¢o sexsxxc cuss soox. i1E HEAD HEAD, JAMB(sIM.) HEAD, _ O04erexx¢e�¢ �xn¢xxx¢xx°cux¢oox. �01 HEAD, JAMB(SIM.) ox eAce sroe oe aooN a pro. a ter.°xx ro ¢ x es 65 x.sxex x¢�¢re a xx¢ a xsx°x 31 31 31 sa xem� e¢mer oe eraore emxaees se - x x ¢saxx s xouco=xc s^slleo�o - 3 f. ore'Asereove° ePtiivpeexrxf. xae •- a sxx4Axxuxexn ".69 ¢xsryise¢o cuwea¢o,rn,m ¢xx¢xstox vxxe use° coxx¢A Icxx mo [eNcxErxN� oTNs s ¢ v,✓As. TI. R4 BATI xE45aLAT 10 yeE0Ei1Vf EN face u4knL, )OR DETAILS: '. SCALE: 3 3 SILL (@ HEAD (&SILL az 0)JAMB, 3 SILL SILL HEAD JAMB` (SIM.) 3 HEAD, JAMB(SIM.) 57 55 5( 5 30 (HEAD, JAMB(sIM.) 32 @ SILL DOOR ELEVATIONS (CONT.): 4 i ZI 23 I 24 � / Plum G9 �I ....... x ....... o ..,E OS 50 5 K JAMB 3 JAMB az 3 2I 70 5 15 50 32 N HEAD. o HEAD,JAMB (sIM.) az a JAMB a2 xeo�e.x. eo s' - xopx � wuioiox• eex ro xea xx a xx �t �xxx� xxxow /" �x un Ix^iscwwoxusxnc. i/es`mxxw eaaxxc. oR I><e Wa�FURKItIG- 19 xxes nx eem xiax. asesa 1°lase wxucsl'Fox exrzxo ^„•. u,e xexxmxcxxc �x Ixxe.l. zs SSGu�UITxw'rsfELT��cExexxueo ,m'r+s. uxe on z. si • iosxi �e`xx-r. xx ox 15 Lam. BLplFPFEL errsun eo ao :aeure x�." ie i Iwe120a1 xx zf xo xxe xxxs sxxsxx 151. � sas w .x °°esle axx x ro xxx sz. EX LSS. "$UlLb14+G xhEL{�� xx xee neo n uxe ox uo,x xxw+e 31s0 r8 v. xxexx.u,T.ox'. se Hx eoxnnx ox ox seearzx�ro xeexsxxaexexac oxu+xxcs e9 xx a"�"max exaxsxox w.xx Exsex �o�Ex ,�xx xo: t[xtuREO CEI�iV4 FIV�9H. ' 11. 1h' W —11 eN iIR• Meisx FURNIN4 <OoaR M25 ,.,y . ,2, G., a. 73. 03 W7 WSULAi— 6Ei — Fu2RING. OOVL TAIL A06YOF_ FAo76ilEo TO,T�F 5La6 Wl�a NILTI FAuTENEO AT EA614 E42 of 111E G V E, AdAT 241'0.G, 70.. , -/o 12bZT CaUr-CE'I- duce, P u1= (/o }" WIOEK2"ui 70. n, �IEA>7 fip4ML. �l(J,UID- gpV'LI EIo \VAtE IZ I�leo DFIW CT. 95 OF SLAB GOIJ(ilZ6tE k�oo( jL AS. '6` 4TW60 FlWleL,H, ALLIHIIJUM 'BAT7EW- SEAH' pooFIUG o.0 n FELT ou 5/6" LbX NLYWOOD O J N6'(AL Thu USES. 6 7r OkP7X(o LNU, _ 60ULILFTE 12oor T- N - - eG/1""goTTOH Or OF 12OF SL AR q'-o"d.T.F. IWI11ovW {!w) � ,LUI-I louh /a" ?,Tue �4-0 } ALUMop SEAH' 200F1,I4 ou A Il'vArTEl-1- FELT op e" PLYw&,L2 0" G" METAL STUn - '12AFTE12S e IG'"O.C, n 12 7 E � _ N 39 4rU0Lo s'KIN-LOAT. I A3 ALU h91UUM c-/IL1Go\Y SIM. 1/2" IJ�'(1VALL 0.1 Vk"" ALUHWUM GAUI2nf2A.1L. MF-rAL IFUIL121JG \V/ eae.es. B-S OLO\VL1 IIJ$uATIOLI .4e� BET\VEEN FUIz�IIU G• 3Rn THrU 13T" F.F. 9LOPI> TOP Op SLA15. (SEE BJIL�I'JLr ELE4ATIof 1. 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FUIZIzwG WITH 91 BLOWW IWe LILATIo4J pEUEIfZATI>J/s SEALE(L BE71VEEu FU12✓1.INCT 'J""THI2J iSTM F.F ALunluurl eTNAQIVAAIL.- (sEE BUILOIUF - ELEVA71oIJ2 FOIL- µEILIHT4), /Z" nVNVVALE 0v 7A9 $TULLD $KIN- COAL— WAL HAT LNAUUELS 1241 LOIJ I 'lz" METAL 6HAJWELS L 24° U'.L,1SL19PE417ED FpaH SLAB, , GeF;AMIL TILE (turf SEi �DOI}18) � H o 4 Y � co 41H Z,EE °I?oON FIUISN A4g F �LNEOULE" 1012 FL0012 F1u1sHEs. 3 Go UGVtETE FLooI. T oP or SuAE 4 A3S s LA13 {'EIJETWATIIJ& /�ALE(t F 43 SIM aXg�xl;� GHu, ZI-o'tewuGHT.-� SusPEu�Ee sr �`110 I FF ALOUSTICAL — . TILE GEILIJ LT. 4TU4Lo GOUTall-JOINT. (0"�19FLAIJKET- s/a"71ULLo F1NISH IUSU LATIvu I SEE �iVUuiUNAL - I70A.AVWLTS For= FouuvATloN IUFo "SE wow FlUISH L,LHEouue' FLK- FLaoti FIN ISN ES a'" o" )ATU rl / G12ouub FF B _WALL SECTION - SCALE: 1/2':1'-0" "(YpILAL IJIM uIZOLIWP FIOO"Z WALLS A2E T- i5E LONSryuGTEb PE4 IbN121 4PE6IFILATIouI� TO HEFT OKI. EAk-AVAY v2EC7U LA TIoUs, I - - 4- 13S'-O" "Top or- LNU PA�ApBT A34 'STLILLo _ - _ FII-IISH• bX9NI& 6HL4 A 4 Z¢"x.X32"w. ALUH. �8 ALL ESS 1'ANEL 12 34 pooFL / �AV€L or"1 "ZONo{"IrE" pLJ II-ISJL PE�en BOA7b bI.J 1¢oo FIND (3ASE, —� A', e�Tro� - - OF VZOOF $LA8 OP VU06r- n0\vu' 7 TEXTUr2 Ell FINISH Peu Nousr o.1[cY, see rwNoowscHe oue� 9EE RaoM FAN rSH I scNEOUFE <o� G .E uisHrs r 4" THPU 13T" F.F. 66a iUtmolN 6T EFOR. HEI(rNTS).. F I 32 SLorf � LAO I o I ' LiLlOIU LT CTLAiS {J0012, to li N 32 L'OULI2Ei£ F LOOYG �LAb, NETAL 9'fALYWALL ou HAT GNAIJUELlA9L S 624"OL. ON IV5'� HETAL L•LHAU IJ ELS e 24" oc sJSPEuoEv FI off Sus ABOVE o WALL SECTION S SCALE; 1 /2":1'-0" LoULIZETE FIAOR SLAG. IILO" FF 2 � IZ HIAIL'�K- FIalS♦fEG ALUYIIIIUM >P1aG. Hu STUGGO FII-ISI1 II -I ?AIaOEO NETAL LP1ta o�L LFh. PUILOIIJIs FELT•_ 2x12 Co11U�1uou5- 5" $Tueeo Flul n DETAIL 34 SCALE: I` 61,X 1 LYwOoD WHIT ST12I x6x I & GNU. Top of 1200E SLAB' IJLI2ETE VZ005 SLA� ro+' of PApAPET s/e" stucco FIIJIs�F 5Xt�XI(o GH U `�a'S1UL60 Fl Llisu GAu LK-I u ¢ '"fY1'E fir' Stucco vLEtTLEr gy ' KEY I2EGLEt LolEp.' ore ArrvveO EQUIVALEIJT 4-rL-1 Lu1LT-u1' I—Plocr WITH CraAVEL 0" SLC— '7D00L1rE." IuSULATWE LIGHT-\VLG,HT Lowe.tzFTE o41 I,T4ta- STFFFr0 IWl,-PE-✓tH HISu LA TI O HI 13 og4Z v OH! k'oo FIPOr BASE IHISTALL PEV HAUUF- AGTLIYCE¢5 S'?ELS n DETRIC A3_ SCALE: 3°:1'-0° .UMIIJUFi ({UA121712A.IL WSr. 6EKAMIG TILE (T44HIt�ET L3EvoluG). to L1I2Vl2 .p);}IETIZA"jIt)LS SEALEfL louuo LT UA�V✓AAIL 2OU00l --- Isrs wn. p�zAIVA4E. ^�LuyE II2E JV ILL SLAB At ` - L_ - - WILIIJcr P l.TS 4 FILL 'I L,__J IuaJ�H waaK GaouT .' °2 ' 60LIc nErL Flaae SLAB, 3 STL166o Fluls H. . 1i.°' 7LJTIJuoUS ({I2oOVE� + ?,Ta4,;0 c'KIN-LOAT c , DE1�IL SCALE: 3":1'-0" 5/6" s'ruLLo r-1011,H, STULLo 6ASI0(r 2AL1LV ILJ LT IoVE IJK,4912 ALLIHWUH IPlr60- �LEAK' FLA6HIIJ6 - To MATLH 'AcoF IHl4 I'ttEFIIJIsrIEb 4LUH1uuM'gariEHl- S6AH' 120oFlu Lr OIJ �,uILDIuG— FELT OTJ s/r" 6bV hLYVVOo� sHEATHIOJ , n DETAIL S SCALE: 3°:1'-0" f1<EFu115uEv AWHIrJuNI 'yaTT��N�� K�FPu400 e.ulLnulG FELT 1r s-%EA .JjX I'LYWJ•Jp SNEAiHI41(q, ?.i- Zx2 UAILE)2 PrCF10161AEL, ALUMIJUN "OPut"FLA6HIuls 7O MAT6H 2'UOFIU�. ' 516' 4.rU66o FIu ISM, bxUxlG LMU. L5ATT Iue.ULATION pEFVEEIJ FUI4�I0LT, 5/15" S'TUGLO FIN ISPr. STUC/'O LA--I1 & 6EAp V C'4U L{-- GEP,AM 10 TILE,(TdI J SET BEov1 J PE1JE 1�4TIF��S gEALEK ngy DETAIL lFl DETAIL 34 SCALE:-0° } NETAL (,Lip Au¢LE. °METAL �.TUb 12APrEaS 116"0,6. 6-METAL 'STUO i XFTE)25 e 1G" o.L. METAL Gull AJGLE, '/2 OU Tlm" NETAL FLlV L'IIJ(T, i�ASEBOAVP: *6V5 gy ll pmvLJ's HOULOIfa4 Lo.",Ow; Av[,V0VEV tQIJIVAL-Fw T 66E 'I20oH FIFIISH —SLHEouLrl.l role FLoou FIIJISH• -1Op OF FLOOp_ 'SLAB —Y6o0&eFTB FLOOIz. - �LA6 �X�7xl� GNU• N SO dvLeeu.- =0" HIVH H6Ap Nelcaer ALUHIOUH 4UAVL)QAI PEI-IET�AT111& '�F_ALEi GEkAMIL TILE- (THI4�— SET 6EvvIIJ4-) SLOPE lop OF SLAB- ,—� ti N �c $- 15SI 4' TOP OF LHU PATLAPET 516' d,Tu6(,o, 4-7LY isulLrup ROOF `Y/ (rIZAVEL 01J MEOW-1 TV OH! WS.IL116e BOAal ON 12—FI04 6ASE. All 71 —� 129�4%2° P.oTToM OF IZoOF bLA6 GOU6V.ETE L'oDF SLArS. ?, ' THPU 13TM F.F. (SEE BulLblw6r LE V EA r I olJs FOR PF 14 HTS). TE)'TuaiSo FIP15H d,Llollj( (rLA55 bow 4'a'ROOH FIUISH SCHEOLILE' FOWL FLoo✓i FII.a ISHES Lola L12ET6 FLOla SLAB 56/6" HiTAL ''-.TENS e I(<"O. G. Ili myWAu ow T/6" HAT 6HAWI-MLS ei�" o.L. OWIIW . L- LHAIIa ELS . I VEFIWISHFb ALUH. STO12EFl2OPT SYSTEM AUY \L1/LAss. —i r�AIM. OVAwluts F V- FOuOvA.T101a WFOIENATIoHI, _q'o' I`'T F,F �iTUCco COH T12aL Jolu T. UOTE'. SEE GIVIL VP.AWINGS Fc L-AT— of 4TVLAOE, SXQJXI Co 61-11A. (oU6. FoonNCr. vEFE- T" STI¢u6ru ✓LAL OIZMVIIJCrS WALL SECTION SCALE: Uo-rE: cricouwv tLoo, \VALLS TO PF- PEIZ I iOwle, �Y'ELIFILATIoFJS To MEET l3aFAK'A\VA`( 9ETul,A710Ns„ WINDOW DETAILS: TYP. SCALE: 3':7'-0" EFIIJ I'-.N EIO ALUMIIJUM'AT7El .AM' I2ooFIIJ LT OU 13UILelU Lr :I-T pu 5/4," 6ox rL-N,20n IEA7N Iu 4 VILE- EIJ("OEE12Eo METAL T2U SSES. '. 2X2 WAILEf2 EFIUISHEP ALUM. LIQuIV' APPLIED 21P' FLASIMIUIa- ' HATLN boo FIWeT + + \dA1Ev�P12onFIIJ (i ---toy of ,LAB " t'71JLEE7E �oOF uwkl e" (Tyr) - SLAB "UTUu-o FlalI SFI 0;o v- 18BEV °, M6tAL LLIP Au( E, 7aL LA1H, R1. Zx�Z ° Stucco FII�ISra Id —. _ '409F,p METAL LATO 00 LB5• LUILDIILLS FELj, _ '8" 1%4TU 0 T-1011,H. —1-'H H (Jx4Jx16, 6MLI tV,r UISH60 ALL 'E.Ip FLASHIIJI I MATOH 14o0F1 WLKlLi4 (lyf �' STuc�o 71«Ils.. RIBP�Ep HETAL I 4" �Ta6so l PA41pEO META6TALL I B5, F6UILG1061 16" ATULLO f n DETAIL 35 SCALE: 3':7'-0° I B DFTAIL V5 OATt 141SULATIOI.I BEN/EEIJ F41x121ue;'. 516° $TU660 FWISH. S'TU6(,0 60"T)eoI jowT. 8xbxl�l 6YIU•- DETAIL 35 SCALE: 3°:1'-0 4Jxvxl6 CMU. 6Au"Iu� ITYP— 1°VEFIU15HEb ALUHIUUH LSEE PLAIJ ), g^ µ(IDE x 4" Hi,c,P 516' 6TU000 FIL 42° pnYNA-, ou ih" HMI- FUF-aIW4. �A6Ek3 oAaV: '�625 kY "p,KoNU's HO4LbI1J(T Co.", OL AlflxoVFO EQUI /ALE IJ T- SEE 142OOH FIIJISH 4CHEVULE_, pow FLOOY2 FINIsi-l. TOF of FLoov- SLAk3 LOLJ44FTE F1-004 'SLAG. FILL \VITH GOULIZETE AFOVE $aUPPFLI, (fold IG TILE (t41141 5ET BEbnll�(s) GoUGYLElE FLood 41,A L'� VEFIUISHEp ALLIM ?,TU6G0 eO?IJER 13E4,4,- BAT7ELI SEAR' I2OOFIU4 IN NUILDIIJ& FELT Zourlouou" (,leoove, 4LIH Lo4T Id Sla" Lpx Rl'wocp .HEATHIQ4 n DETAIL 35 SCALE: 3":1'-0' HETAL STUB - ?4FTE125 @ IG"0, 6• WINDOW ELEVATIONS: 9'-0" rwrxw� ou�Y ", %-O" P wrxouse aw 1ETAL CLIP A04LE,g' 45` 45' 8=8"a-14 1LL WIN 601J(4F-TF— j, Zk �2 FIxEn 51�GLe 71411 VuIJe 51x 6LE -3 A4 �EIES HUIJLf 5cxeovLE 5111GLE. NUJ6 TYP "61 TYPE'$" W'TM TI-T FEATUZE 449, — a � —8 = — n N - FldbPw - `A Vo —oZ 7jP�"pl N IVIkDaolV6 7yv6 iO4 '6'-W4ttlkwO A 41E4o IIE16HT OF NII✓—v scwEn✓ E, Al I! Tl FLOOI'L OULY- G HEAD 3 3 HEAD JAMB 3 a SILL as F, JAMB 3 20 23 I 5 I < - ew,•n w, ,i. ce. xeex000 roo�ea' lase egoe ax a==ee,. even eTAa We a eee�ee "s'� n e:e e 2u. x.i 845T �x5u�Atiau 6Ei NEEtI FueRiu¢ �, n m Tee ernecsuws ew,.:e� eon 27• SEeoUVA�.T eo41O¢E1EfBUR (63(4 w 2'"�. e coecxere. ,e x„ nr gee x�xoo. N' !SWEE— PL PLAN T AB) NOTE THESE DOORS ME — To ISERELD N ME OPBN POSITION ITECHANG_ OCNTRO�ODRTOCxR- DEv�CEO �DPBN 13 FF �gGEILsINRT. VCEILUKa�ED.dN V VAPoEB BEE CEREN dN BEEHVAO� ALL AC G—LERAHD . — Dpc1uOPoC TYflCAL. SEE FIE£ SPRINKLER OWGS — TADB AND, — REPIPING TTP, V 3RD FF. HT. dvd EC E. A RFECTE Dn SEE ECAL CW.'e. POR— LGH3 PoAND 8WTGIING 1TP. NIBH SCHEWLE FOR ALL RCOR PUSHXEqS TTP. NOEILxJCa ON Tie' PETAL FG R LGGHT COVE BTILAR TO DETAII OIL ZRL Y DNL pi T9' HdT �dR+ELe•ia•OC. ON - IO' CHNNELB • ]4' OEC-ACHE I o WRE R51DE 6 BLOAB. "EIS —A SEE REFLECTED CEL PN�&�1BE' AS V STEP — , RE . M-N, H' < ✓. - ELEvHAD., S-L cDCFAOA E OR�HA PoOOn FORE EL-1— LBRDPxA.TDIpN�IYa9 BIAi- TH—INCH M) - N18MED 9PE CdilUNe 9HEATHRG P CPNECT1aN [ -- SET' LLPOOD I HR i 9T�EP BEYOND l _n DOOR SEE DCVIR SCHEDULE r «T BU L— HEITER—E I G� VEL d BLOPED'CELCOFE' NSULATIVE CCNCFETE HTA1R�9 CN AiNOU�PE� BABE C FIUTPIS `PROVIDE VENTING SLOPE TO E FOCF_ AS.rn5. ROCF �I CEIL�N 4IM dPo—EILING IT. —BEYOND SEE SOUEDJLE E R0. NICHES 1-1 E SEE STRUCTURAL DNGS. fR IiLDM�iEwG91.4T P�DV AGO ECT PN Al LS 0MINKIACEILIG IT. - SEE FIRE BFPoN4ER DUGS. CNS 6�D 91ZE0 OR ALL_HI — — PIPING 11 SEE ALL RI=S AVD —II- ®/BEdWNGiCEILING T. BEY ND SEE BCHEWL. v LP. dDDER BEYOND V EXIT CORRIDLR PROOILVIDE A1mP .LAI'mERT wA EI®NX E1SPPPE IP-TIRN9.11 —� BP" SEE PEON .- AND STRUCTURAL CLLG9. FOR 9MTP PJTP Prt LOCATION UV ELEVATOR _' _CPICATICN9 DIV181CN 14I CaRNTIQLCTNLedL DRAwNG9 FqR PW 1NG ECTION—Le ADD PARAPET WALL BEYOND TYP. P AMPACTURED CWTE EHI LE R a a FEET ABOVE /6._I—T , OCREELF FLd3H NG 111 �ELEVA C nMXYACTURERB""O SETOECIF QVENT WTHDVBIP11a3 DRAB TY�AED ON Mk COTRdCTOR TO cC —E AFLTT EU LTLRAHR IP I¢OCF nEnBRd IN91CN , 6 SPECRGA110N8 H GRAVEL ON oPED LaATED Q•I TN13 8Ei or DRAMHG9 TTP. / ON Sla STEPPED NBULPER'1 A - ATICN BOA 0 ON A R0.Y' NG BABE 'CE CF L BT�KNDN ER�YPf_ PER NF;6B. BPECPICATONS. R TO RNE «SEE AI OFIRJ6 SEE DR`URDNTYPICAL. �GIULING IT. FLMR 9P 1 ON TExNRED CEILRG T F RET OU. RAT RASH CMrtE ITAKE DOOR CHASE RE BARB 1 I S TY, BOTTOM NSELF rY..ED Log r1G FL0.^R SYFPIY^RTSEE TRAeH CwTE R3 SHOP DF RaL.W W3 ✓ pyEARING/DEILING NT. CWiE IB IN 4 ] HWR RSE 'ENE EE Xg cW9ERUCTON CF CHASTE WALL. 1WALL9 udi LARE�AD.IACEM �TO LIVING 9PACE8 mPICAL. F. W ` BEP NGAOEII IT. dRANCE AROUNCORD CHJTE AL EACH R HERE.. BPECPWiCdiIpN9 iiPO�OE 1 NG/ T. BFP¢IC� WIT •A— CEILNG FIRE, —TY --S ROR I ACT WALBTRICTICN OF GRACE FlR�9AxB¢i AN9ETTP. ABE� DOOR R HOUR SELF CLOSING EE STRUCTURAL DUGS. BOTTp'I HINGEDITION FOR LINTLE 9IZE8 AND N9 F• ER_ _ CE LING IT SEE SEE FIFE MPoiKLER DRAMNGS GNSdDCS L3 AND PIPING ttPKdLER SEE I—ING DRAURGB N'OR AxND .. OF FLUSH PoNni PoEER TYP. SEE GFUTNE GeP I �� SWOP F /�Ed�� RIfY-i/CEILING IT. ANGLED BLOOC WALL BEYOND SEE PLANS TYP. ER1.— NTAKE THROAT I9 dLLnT—D STEEL TRdSH OFFSET 49 DEGREe9 aN � EE �� I.- —TOP BOOR ]ONLY. QED. HAND OPERATED. SI IR EMOUR j8p DEGREE INTAKE DOORS. WORIZCNTAL FIFA= DISCHdR'iE L FUSIBLE 1F—FILdLL CO ETER '�BEAIBNNG HPKELA�HID�RU9IBLE LINKED IUD TOIJTCMATIC FINE SPPoNCLESS Po;gTR AT AGER9QPICED R F1FpRE RUED wALL I C1 V191 -AT. OF —IF CTADON9 C Wa U905. SEE FIRE 3dxETT PLANS TTP. TW.A�H INIC', SEALED CONCRETE ROOK TOP HINGED 5—MLESS STEEL SEE RxT'IFINIBI SCHEDULE APPROrED .1 HELD SET FM SEE NATH STEEL S ALCSE�i'I LL Y. GRAN AND LE ADAI9TABLE SUPPORT PEDESTAL. WH DI V151TR1?at 6 9PECIFIcdTIGN4. LLED CELL BEE BTPoIcdNRAL DLLGe. SLOPE RO^..R I!1' io 0.GCR DRA.N FCR:9 B, TYPICAL TRASH CHUTE SECTION SPECIFICATION CARIBCATIDN THIS A8BREv ATED FOR OFO TICKSGATED ON G DOCUMENTS OAT THE IR SREQUEST OF THE OWNER FOR THE SUBCONTRACTOR THE OMER. E OF E ARCHITECTHET, AND a IDED WITHGA COMPLETE H PEC FCAi ONAVE BEEN V FOR FURTHER IREV REVIEW DIVISION NEFAONS OF THE CONTRACT FOR CONSTRUCTION REQUIREMENTS-THEAIDOCUMENT-I-OL- SHILL COVOWNER — PROVID E N FORCE ERIL FOR ,RISE NE iS FOR THIS PROJECT Wo'REFER TO AND STRUCTURAL E ERING DRAWINGS FOR SPECIFICATIONS UNDER THIS HIS DIVISION. SPECIFICATIONS PEC DIVISION FICB UNDER T.IS VSON wNGS FOR MASONRYPEC F CAT OHS UNDER "s o v s ON RAvnNGs FOR R ORA vROVED EQUIVALENT PROVOELSTYLE wHERFEE .ON PAN.. TOP RAIL TO BE T TO BE ABSxa 1CKETS iO BE H53%.AND GO I GIINIEL AFINISH TO BE Ell REQUIREMENTS OF THE STANDIED WING CODE R NORIiOTAI ANO VERTICAL DIESIGN LOADS AND MEET THE HOR1CODE20NTAAIDL LIFVERTICALE OFOR INGS. OVIDE SHOP DRAWINGS REVIEW. ATTACH IN CORE -DRILLED HOLES WITH MANUFACTURED BY MENWAXP01-SH INK EPDXY ORAS ERS USED"THE INSTALLATION OF THIS PRODUCT S.ALL US CONCEALED JOIN 5 SHALL BE MITERED. T HAIRLINE FIT. ALL Z BEZPARKING DECK Nxx'TUBE , _TMC MESSCONSTRUCTEO F ALLOY. PROVIDE AN E.S.P. PAINT FiNISHMPROVIDEG LLEAS SHOWN ON PLANS IN LOCATIONS WHERE INDICATED, EPDXYA77ACHWITHWO SHRINK U ACTURED BY MEN —.AL P FASTENERS AS USED IN THE INSTA ARON OF THIS PRODUCT $HALMINUMEOR STAINLESS STEEL.'AST ALL NTS SHALL IF M-R'C LIGHT B STUDS TO FRAMINGIS METAL O BE CONSTRUCTED UDOF LIGHT GAUGE METAL FRAMING UNITS AS FOLLOWS: THIS SECTION COVERS 10 GAUGE AND LIGHTER UNITS OILY E MPONENTS OF COMMERCIAL QUALITY STEEL EL WDH A MNIBM YIELD POINT OF ST,OBO PSS EWGRU LL OEM PONE TIS OF IINC�UDNNERS. BLOCKING, LINTELS. CLIP ANGLES, SNOBS, REINFORCEMENTS. 'AS TENERS, AN. AACE gSORIES AS RECOMMENDED AMPER T PR EE GO, UNLESS NO ED OArHERWISE. ASTM CBaS. PROVIDE STANDARD SECTIONS IN SIZES AS SHOWN ON DRAW TUGS PROVIDE OF ACOUSTICAL CAULKING BETWEEN BOTH THE O FLOOR T. AN'COTSRADD 6E1WE=N UNITS AND CORRIDORS. ALL IS BETWEEN RE DRYWALL AND CONCRETE F R CEILING WITH ACOUSTICAL CAULKING IN ALL SIMILAR WALLS. DO OCENTER EXCEED 21 ON SPACING FOR NA L R POWER DRIVEN FASTENERS NOR IB' ON CENTER PFATTACHMENTS. ALL STUDS PLUMB ADDRUE ET S B INSTALL SUPPLEMENTARY F BLOCKING AND BRACNG TO SUPPORT FIXTURES. EQUIPMENT, SATHAREVARITYACCESSORIES. DEVICES, RNISHINGS. AND SIMILAR WORK WHICH CANNOT BE ADECUAELY SUPPORTED ON GYPSUM BOARD ALONCOORDINATE ALLE. SUECONTRACTOR CONRACTOR AND07NER TRADEBLOCKIN WITH S ALL LIGHT GAUGE METAL FgAMING TO SUPPORT ROOFUCTUSE OR OTHER STRUCTURAL COMPONENTS SHALL TRUCSPECIFED ON SRU EER L O OR NGS METAL FABRICATION B SUCH A AABRING AND LNGPLATES AND MISCELANEOUS SUPPORTS, SEE STRUCTURAL DRA`YNGS. AND ILAI-S T RESSURE RUED LV BERTN ALL LOCATIONS DO PABUTTING MASONRY OR STEEL. PROVIDE DRESS LUMBER _ UNLESS OTIEREWSE INDICATED. THE USE OF FOOD N LUMBER IN THIS PROJECT SHALL BE MINIMAL .. POCKET DOOR =ES. BRACING OF OPENINGS FOR DOORS. AND OTHER MINOR USES 3 RT OR A AEpUALNIN CONFNGURATIONS AS SHOWN 01 DRAWINGS FRWOODEASES, CROWN MOWING, DOOR AND W11D0 W CASINGS. MISCELANEOUS TRIMS. ETC. HALL PROVIDE FINAL SELECTION OF MOLDIN ttPES.A PROVIDED SHALL BE ELNOCRIED TRUE STRAIGHT LUMBER FREE OF CHECKS, SPLITS, KNOTS, KNIFE MARKS, OR OTHER DEFECTS TWATEERS 0 ING T-114 Y WATERPROOAEO RBAN M AND"RM FOR ELEVATOR ID WALLS OTHER L E BELOW GRADE, FOR UNDER SIUAB MEMBRANE WATERPROOFING ASPHALT RATEDFELT 0 WT D LEVASPRALTMPPE" CONTINUOUS SAL TURN UP PLO EDGES OWTHGV FTOP F STRUCTURE. PROVIDE BALCONY: WATERPROOFING 9Y USING P ERE -SAL FOR ALL UNITEXERIOR BALCONIES D FIRST FLOOR BALCONY AREAS. PACIVIDE5 YEAR WHI WATEWARRANTY FOR All RPROOFINGNCOMPONENTS. 1NSTALI ALL PRODUCTS STR . IN _,MAYCT ACCORDANCE WITH MANUFACTURERBI'llCTIONS. OTHER KLANLFAG.FEFSE ACCEPTABLE WITH APPROVAL OF ARCHITE ET X, E POLYETHYLENE FILM SIGN RANI URNT..BOB R WHITEN. TO ASiM EBa. USE PLASTIC FING CEMENT AS RECOMMENDED By MANUFACTURER OR PVC TAPE TO— JOIN ALL PROVIDE ON GRADEVNLAPPF REUNDER ALL StUMISIF ON ALL EDGES B INSULATIINSULATION P AT AS wA 0 DE GXL ARS S F E P0IY50CYANu o c RE THICKNESS ID--CDTY Uly RNGINS MAG NO PDUCTREW NMUM'RBVALUE OFS.4. PROVIDE COMBINATION O 1"CRUE1111 All 'GROUPS `ILLATIVE LIGHT _,SIT CONCRETEWITH MINIMUM ERAGE'R'VALUE ON Go T. S RFACE OF R13 OR EOUIV IN—ONINTERIOR WALL SOUND PROVIDE S US' SOUND ATTENUATION UNNETS AS MANUFACTUREG BY OMENS CORNING FIBERGASS CORPORATION OR EHUOI�FLENOT IN LL AWALLS WHERE V. N6ULAT10N IEOTNEEN UN 5 LUDING BUT NOT LIMITED WDALLS EN UNITS A" GORIGORS ANO WHEREVER ELSE ..— ON HE WINGS, INSTALL ALL PRODUCTS AS SPECIFIED INTHIS SECTION IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. I. SYTERIOR INSULATION AND FINISH SYSTEM WHERE NOTED 01 PI-ANS PROVIDE IN rvIIGURAEON SHOWN A SYNTHETIC STUCCO ADD INFSUTLATION SYSTEM AS MAEIAETSYSTEMS STD WITHpV1STNTHETC STU11 SHARES A'CLO�INISH AS SHONNIN DETAILS. PROVIDE ATTACRMET OF INSUATION AND GYNTIETC STUCCO SYSTEMS IN STRICT E NSi CTIONSTOPROM AWATERTIGHTAND D RESISTANT CONSRULTIOR PER PROVIDE COLOR APPROPRIATE FOR PANTING A SONOLASTIC NPI, PECU DR SHALL MEET AST. G3 BE-RESIBIAryP THEATERN OR CURBS SHALL BEF FILLER $HA GROUT FI LED HALF WAl A TWO PART PORT/ INSTALLEDONTEETOPH Be REOURED O SHEET METAL SHALL GAUGEGALVANES EF LMETALS IL BERGPFROVEDAI NSULATVE CONLgETENSL AEB 9DALE d TYPICAL ELEVATOR SECTION I„ . I' I I SEE DO- x�HEwlE Foos <Rlml dT w±Y.J IIII ga$ St 11; 8' Ili IBNLE L ICHD SEE RNRNR uOIR P_ se. FCR� DETAED DE " f£R DHL DEIMSEE Dm8 I MNBIpH9 � E 81ZE9 �D' IHdCRCnYs, LTKATIOVB CaaHECTICN DEidHL9 SEE 1 0. PMISH SCHEDULE POW AL WdLL dND RLOR PMIW28 KTMRN MAID ILIT BEWEATED (,Ht� • L:. =a ZW VEftI. ICURAALL OR ARCMIECT dPPRDrfD EOl • HHGH Sol RAILS F£R CODE ILEA — l 1 ALL HAe— THE LE-CHIS EDGE CP THE TREAD FER CCOE, 5iB' 9NCC0 FINISH 9EE DiV181ON TIN A STAIR SECTION ®/ELE GFA.D ... CR naCN £ RDAi EE 8UCC0 FI ELEVdT 9EE DIVI OFULe YP: PACER EOu�HFBg�Ni LCOnT �9 �• cnu urtH Nd¢ EERC — LNG w' VEIRT THE9FECIFHCATICNS WRCILLALL OR dRCHt TECT BIDE tHLOICATED I -� LLe TO E dPP �VED EO.I THE LEAD tPIG OF — WALL eEE FlM'e E 1. TYP ,Mm f£TUFe1 MO WdLI TYP. AREA AB RECNIF£D 4 BEE —SUS H B TIP, UP - WALL FAR A I MW 'A59 S, P O'HG. BEE FIRE ICE- - LAD EYa9 --- IY.We FOR DETdILED DEBC. CON BAL BEY L [ ... 11—E Resat ELOM 6P.-1E¢9EE e STAIR SECTIONr BTRDDT _ ONG", A E I„ . I D iAN. GREE7 AL FOR THIS PRO ELT SHALL BE EITHERSTAINLESSSTEELTYPE3o20RS. WTH .11 AASIM B2 SI.O A Efts SHALT . EITHER GALVANIZED STEEL, CADMIUM PLATED, OR 300 SERIES ALLOY STAINLESS STEEL, USE FASTENERS CONSISTENT WM MATERIAL BEING FASTENED. SOLDER SHALL BE — ASTM B12 FOR STAINLESS STEEELL RADA1E 6u. BD%BLOCK ..ALL BE I PART ACRYLIC TYPE TGET GTEL 6BLERS I SURFACES WNAR E E U01 OR NSTAt1AT ON SHALL BE N MODIFIED OD F EDO COALS TAR PDXYHOCK PRIME PAINTED VVM PMANUFACURED. BY ARLEE COMPANY ID INSTALL ALL FLASHING NO SHEET METALS T SPECIIICATIEDDANCE WTH No ONOAL 5 TO BEASAMANUFAC MANUFACTURED BY FRYE REGLR CORPORATION 24 GAUGE STAINLESS GRAVELSTOPS COUPING,SCDRIERS GUTTERS, LL ALL BE OF 2< GAUGERSTANLESSER HEADS SEEL, ALL JOINTS SHALL BE SEALED WATER TIGHT. e WIHEEE6PANAFFASALIUMRANGIABLUDIC NUMCORPORATION CHICAGO METALLIC CORIDEAi10N STEELE ry PROVED ALENT. SYSTEM SHALL Oft OVER BOBEOU VALENi. SVSTE SALT BE A BATTEN SAM SYSUMNUM MATERIALSSHALLBf AND COATLNGMPROVIDI A PPG OUONANARMYTI NG NAR 50C SELECT COLOR 'SPRUCE• W A R TANG.rTALEFPTS F.V PRIFEAT' BUT All FACTORY APRIL _ PER VAN HFAC'Ur— EONS, T COMPLYINGPREVENT OIL CANN NG PROVIDE HARD BOARD BACKING TEMPEREDi BTH CK EXCEPCAS OTHERWISE INDICATED. ALL SHALL BE CORROSITYPE WITH EXTERIOR HEAD GASKETS ALL ACCESSORY PIECES HALL BE MASAME MATERIAL AID BY THE SAME NUFACTUflER MANUFACTURER SHALL PROVIDE SYSTEM CAPABLE OF WITHSTANDING THE ONE AND SOUTHERN BUILDING CODE WIND LOAD REQUIREMENTS For 1115 AREA. GLASSAS YLIGHTtUNITS WITH UNI POND ALLINUMAND URBS LOCAT CNOP Toor AS SHOWN ON PLANS. SKYLGHTS SHALL BE SHOP FAB RICATED OF CUALUMINUM ALLOY, BS PROV DEWOODNALER6 AS REO RED AND ALUM NUM OR STAINLESS STEEL FA HERS ORSPONGE TUBULAR OR FINGERED SBLACK ONGE EDPR NE GASKETS.R USE ELASTOMERIC SEALANT AS RECOMMENDED BY MANUFACAURER. PROVIDE UNES WHICH WILL MEET IRS BAD REQUIREMENTS FOR THIS REA PER OUR AND STANUAR S PROVIDE EMPNED GIASSI FOR G CODEALL SINGLE, GLAZED S. SALL BE IN ACCORDANCE WITH ME GLALLANG SECT HEREIN. SUP LSHc1'LIGRSE AS AIIALIIHT MANUFACTURSKYLIGHTS ANDH S UMS. A R C H ITE C T OE" " SKYLIGHT COMPANY. C., OR OVED EQUAL.. P VCE AN ES.P. PAIR FINISHM10 INSOF SKYLIGNTALL TNSTALL L L S_GHTS W ATOM OFROOFING 5 .SURE PROPER NG AN. COUNTER FLASHING DETAILS HIDURING COORDINATION. . G CCEPTABLE UP. SCA CAULKING AND CAULKING INCLUDE DIP INS, DOW CORNING, PECORA CORE ORATIONS TRIMCO N'—TURING Co. W GRACE. KINGLGUNGADE ACRYLIC _: SHEET ETAL CAULKING, SYNTHERC Oft RUBBER ASE: EXTERIOR v. CR SEANT, t PART POLYMERIC: BACR- UP CLOSE IIAM R00 0 BACKUP TR ACOUSTICAL 1—T To INCLUDE TRIM COAT ACOUSTCAL NMSEALANT OR AP ACOUSTICAL SEAL>: D E OPPINS OP RA ASSALANTS ACOUSTICAL NClUOE FTR PSTUTTY BY STANDARD OIL ENGINEG ORCOREOART01, INSTALLF RPEOOUCTS SN ACCORDANCWITH CTONSEALLSUSFACESSAWU-SECLES IND E OF OILS AND IESNS BEFORE INSTALLATION OF MATERIALS OOORSAND WINDOWS t RSAND FRAMES -WORK UNDER THIS SECTION INCLUDES GALVANIZED STEEL DOORS ANDFMES ALUM NUM OOOR58 FNAMES AND STEELS FRAMES FOR moo DOORS. PROV OE RE RATED ASSEIMBLT DOORS AND FRAMES TWITH ALL ALUMINUM OR STANLESS STEELHA AND FASTENING DEVICES, NOO MRnLSRiN ALUMINUM UNITS WILL Or PROVIDE 10 YEAR GUARANTEE ON ALLPUNITS. PROVIDE A0.CRECT WITH SHOP DRAWINGS FOR REVIEW PRIG FABRICATION GALVANIZED SHEETSSTEELDOORS SIALL HE 16 GAUGE ZINC COATEDC � BON STEEL OF COMMERCIAL QALm COMPLYING WITH ASTM A —, ASTM A INC COATING AID L 0' PH HOSPHATBED Z SUPPORTSANDANCHOR SHALL NOT BE LESS MAN16 UAUGE. INSERTSTBOLTS. AND FASTENERS L BE MADUF C SRERS ALUMINUMSTANDARD HOT DII DOORS SHALL HAVE ALEL L ALUMINUM OR STAINLESS SINSERTS. 60LTSA FASTENERSPROVIDE SHOP APPLIED R MDR, RUST INHIBITED ENAMEL OR FAINT ON ALL STEEL BOORS. FABRICATE ILL ALUMINUM FROM BOB ALLOY. PROVIDE CLOSED TOP AND BOTTOM EDNOESON ALL EXTEROR DOORS AS F CONSTRUCTION ALL DOORNTEGRAL RAMES SHALL BE NEST SUPPORTS ALL .O.R. AT ME FACTORY FOR ESNHE: SH PEBLADEOOOF LOUVERSFRDMA 24 E. COLD ROLLED TO 24 STEELGAUGE HAVE FRAMES IN NOTED METAL LOUv ALUMINUM LUOGORE SHALL BEMANUFACTURED BY LIFETIMEPRODUCTSINC OR EQUIVALENT. PROVIDE DOORS TOBEE,MODEL 60 TEOUGHEIT PROVIDE MANUFACTUWHER INDICATED ONRDAWNGS.LPROV DE TYPE SIGN ANUFACTURED ES FOR ALUMINUM IN oM DOOaSTIM PRODUCTS, E INSTALL RETRUE ND PLUMBMB INC CALL FRAMESWALLS WITH AT LEAST THREE WALL ANCHORS PER JAMB SIDE AND AT HINGE AND STRICT LEVELS: 2_ DE SCORE DOIS IAWIOUAL ST NCHNECURAI WOOD WOKDAIROSiUTOEF. CTION ISC SEANDAROSD OF COSTUME E0. CE TeOF C....E EFORMAT.F WOOD LE STANDARD AND nwnao 11, 'INDUSTRY RD Po FLUSH -DBAR R F AT DOORS SH L CARRY A UNDER WR TERS LABORATORY LABEL ALLOWABLE TOLERANCE SOVER ALL DINE"N"' AMID 1"' WAKE PROVIDE AS DOODSOODS MANUFACTURE. ERHAEUSER COMMERCIAL FLUSH DOOR DIVISION. MOIAWK SESOREOVVA ENT, IN010E EON D. OAROWINLD GSN SHO WNBVPA MKANU F�CUPER WITH A MINIMUM OF 5 YEARS EXPERIENCE. 3. SUDINGGLASS DOORS- SUDINGGLASS DOORS SHALL BE THOSE MANUFACTURED By HOWARD INDUSTRIES, TMANN BUILDING PRODUCTS. OR EQUIIVALE RECOMMErvT TIONBE PUBLISHEDOA8 CEAAMA FAIMA ANDAA. RGUMPLYWITH PERFORMANCE TESTING WATER RESISTANCE ANSFiaAMA�029INFILTRATIN �OCOMPLY WITH SECTION I 'HIGH PERFORMANCE ENTS"UTIUZED WINDVELOCITIS PER STANDARD SoILIING LODE A.. DEPARTMENT F NATURAL RESOURCES FOR THE AREA OF MEET OR EXCEED 15 LBS, PER SQUARE QUA EOFOOT WATER TEST. PROVIDE ONLY "MA GLASS DOORS WITH ATTAC HE LABEL. SUBMIT L. SLIDING A SHOP D WINGS F ITECT REVIEW. ALUMINUME% 6S-TES ALL MINU. ALLOY NOT LESS THAN 22.SD PSI ULTIMATE TNSILE STRENGTH AND NOT LESS THAI NESS, al L ALUMINUM R NON MAGNETO STAINLESS STEEL DONOT USE EXPOSED ASENERS 01 HARTCGK WARE. PROVVIDEO e X "OR'.' R PUBIC COATED FIBERGLASS MESH SRENS XE DVIDE TMFESE E IOWOVEN PILE I FOR EATHERWOOD Si E POLYPROPYLENE OR ONWRTO H PAIN PROvIO TYPE SGDUNITS IHC�tEtO, OR THOSE DOORS AS TENTS IN 35 OR T T. LP MINIMUMPROVIDE ] - AANODIZED ALIUMINUM BILL WITH STAINLESS STEEL DOOR GUIDE CAP. PROVIDE STAINLESS STEEL B BEARING RLLER PACAGE. PROVIDE ALL LST STAINLESS STEEL SCREWS THROUGHOUT. AN SEAL JOINTS BETWEEN JAMB. AND I'LL AND HEAD A— Pft ANE.SP. PAINI FORME BILL M AN BEINSD ON NONOCOSNRINK GROUBY T E GROUT FILLS TIG�VOIDS TN BASEOFJAMB FRAMED I AS WELL . CAULK WHERE DOOR TECT CENTMATEUGUS. a. DVEFHEAIDE G EE DOORS - COILING F spURTTERS PBY IOVTHE COORCON COMPANY OR A OVEO UAL u ACUREFROM8 GTSALUMNUMALLOY 22OA. MOGETTVPE5SLATES. Y6•M NMUM THICKNESS FOR CURTAIN. PROVIDE TUBULAR rvTIN0005 DOUBLE vINVL ASTRAGAL FOR —M BAR,PROVIDE SHUrtER FOR A CLASS C' OPENING. PROVIDE A I- MINIMUM AMET2R STEELTUBING BARREL. PROVIDE OIL TEMPERE" To" ON pUNL R A ALLOY F TGVOESITH WOOL'ILEASTRI PINEND GGUP SHAPES ER STANDARD RERADTION AOFS FIRE SH S RAMS BE OPERATION N ELECiR0. SE DEVISE TO BE ACT VA ED BY CBBULD NG MARE. SSYSEOM. NO LOCKING CINCEREQU REDS REPROVIDE ANNTEGAL OCLAR NOOIZPD F NI5H. 5. ALUMINUM ENTRANCES AND STOREFRONTS - PROVIOS AT RNSUrvALBIT BI — X 4 11 SYS No I EST 11 ENTRYIMPTRO'.DRE SECOND AS To RECEIVE H IN ONCALEO CLOSER. PROVIDE CENTERc VOT9. P DOOVATIC CONCEALEDR-O. V CES PROVIDE WITH AN ATOMS RIGHT ROD FIDDLES. ADDLE E ROV DE STEAM ROOM DOOR AS MANUFACTURED BY AWNEER SERIES tS EXPOSED CLOSER OUTS BE STEAM ROOM NO PUSH AND FULL PADDLES. NO LOCK To BE ALUMINUMWISH FIR STEAMLED, I ROOM DOORI AL ITDOORSAND STORE NONTMATERIAL To RECEIVE EPA VT MR OR LS FASENINNG DEVICES PROVIDE "A"LIA STANDAROCOMPRESSON WEATHER PROOF NG AND SLIDNG WEATHER PROOFNG WHERE NECESSARY IROV DE ALL STOREFRONT AND ENTRY NTR DOOR COMEONENTE COMPATBLE WITH THE DESIGN WIND VELOCITY AT THE PROJECT SALLITE PER STANDARD ER . ERE FRAMES MEET AL-1 ATERIALS G ALUMINUM WINDOWS - PROVIDE ALUMINUM WINDO MANUFAC EQUIVALENT PROVIDETC G..I MODEL S25T UINiI$ FIXED O UNITS. a W SERIES CASEMENT AS SCHEDULED.SEE DRAWINGS FOR SIZE AND OPERATION TAPE. UTILIZE ""3 ,ON MAGNETIC STAINLESS STEELLFASTENERS WIGETATLVHNGLOAD NDUN FORM PRESSURETESTS PROJECT101 WHO S DICTAEI BY THE STANDARDBUILDING E ACODE AND THE DEPARTMENT OFNAURALRESOURCES. CAULK AL MATER AAiS_ WHERE FAMES MEET ADJACENT ]LASS AN' GLAZING ALL GLASS F 'RIDJECT$HALL BE MANUFACTURED 01 UNSH wORRSTENOWARRANT'RCOVEF N ORN UNDER THIS SECTION FOR REF PLACEMENT FOR AL DEFECTIVE GL s BSTAHNTAL ONE YEAR INC L NO STURE IN GLASS OR BREAKAGE MND VELOCITIES ABOVE THAT DESCT THE STANDARD MENTT OF NATURAL RESOIR DSCELSRAN N OF GLASS. GLASS BE ET EL 9 RED GLASS TO BE SINGLE FINE GL F TO BE I I D, OLE% BLU V SFEEN TIN 9 SHADE EFFICIENT a TRANSMSSION.O GLASS DOOR SHALL THICK TEMPERED, GLASS IN WINDOW FLOAT. GLAZING COMPOUND S LA STIC COMPOUND TO MEET SPECIFICATION .P-F 1A ANDBE B COLOR, PREFORMED BUTYL TAPE HALL BE MANUFACTURED TO MEET SHALL BE COLOR AND HAVE A CONSISTENCY OF REQUIRED WINO LOADS FOR THIS PRO SHALL BE SELECTED BYLTHE OWNEI DOOR HARDWARE TO BE INSTATE[ ALUMINUM DOORS SHALL BE CONTTRL ENTER LA UMOEUMIORSTAINLESS! A COMBINATION PROV RATED ARE ON AL D0— U EB.U,E. E 0 BE FINCLUDING 2D MINUTE RATINGS, AB MI LIBEL, AN COOROIHA E"TMOSEDOORSNOT CASANAMNAGER UNTBU LO NG (ANOTPARTOF THIS S OF AND LL EXPOSED MR R SAS UR C EINEXC)LUD NG R SEAS AND e RETASN NG wALLSLTFORFLATWORKPROV E TOLERANCE NOT TO EXCEED UN' IN B3" FOR BOW OR WARPED SURFACEIN PLUMB OR LEVEL PROVIDE ACCESSORISS AS TANUFACTURED C COMPONENTS INC.,NC FLORIDAMAM, SNNYLOCHRFOR FX CDR UP BESSORIES FOR RIGHT, SOUA0.E DE CRNER EDGE CASING BEADSOTWO- PIECE EXPANSDN JOINTS. FASTENERS, AND ON PIECE CONTROL JOINTS AS SHOWN ON E GRAWN- WHERE NECESSARY PROVIDE MANUFACTURERS STANDARD ZINC CONED GALVANIZEDSTEEL PROJECTS STRUCTURES AND FOR METAL LATH METAL. FURRING MATERIALS (]M-OIL, 111 PER 1,, COLD ROLLED CANNE-11 WIRE TES SCREW FIGHT FURRNG AND F RANG MEEACKETSMETAL G TALR uTM CLUD G 5 0 0 FOR TON AE ACHERB FREFS WAERti GYPSUMRESISTANT BOARDFOR NTERION USE ESSARY. A STUCCO sTaILALCN INACO CO..ANCE WITH PORTAND CEMENT PLASTERING STANDARDS ANSI AN2.2 O 42.3. PROVIDE ASTM C T D, FORAND E OR IA PRE BASF COAT LINE TAPE S HYDRATED, PROVIDE CLEAN WHITE SAND FOR BASE COAT AGG EGATE, PROVIDE WATERPROCEING ADMIXTURE BY A.C. HORN HYRALE' OR APPROVED EQUAL USE ONLY POTABLECLEAN WATER NO MORE THAN 16-ON CENTER• STR v LATTHH ALL MO1115 AN MAL OF 6�EALH B DE EN •INSTALL CONTROL A. NS�ONAORNCQNTROL JOINT OCCURS TIE SURFACE 01 CONSTRUCTION BEHIND PLASTER B MEMBRANE DISTANCE E B _EEN CONTROL JO ANTS EXCEEDS ts' C. AREA WITHIN CONTROL JOINTS EXCEEDS 100 BE 0. WHEN STUCCO PASSES OVER DISSIMILAR E, =ALC�ONTFOL JOINTS NTJO ALWAYS KN VERTICAL ANTS CPRONIONTIN OOUST( TE%URE ttPICAL LNG HROUGHOUT BUILD UNLESS NOTED OTHERWISE GYPSUM WALL BOARD -PROVIDE GYPSUM WALL BOARD (DRYWALL) AS NOTED HEREIN. PROVIDE D DRYWALL WHERE NOTED ON PLAINS PROVIDEGE NUFACTUREft TL F OBE EIMER FLINTKOTE. GOLD'ONIIII ALLOWS IV EDl'OLERANCE INOB' IS TO I' A"uw B RP OR BOW. PROVIDE BOARo SIZES INTHICKNESSES IN lo' OR SMNINIMUG• THICK AS NOTED ONDRAWINGS. AND IM HDRAWINGS. PROVIDE WATER WSi9TNO UBSIN SHOWERS, PROVIDE ALL JOINT ACCESSORIES AND TAPE ACCESSORIES AS RECOMMENDED BY MAILIACTURES PROVIDE AN 'ORANGE PEEL'' RECEIVING WALL COVERING.WN EABPRAYTKNOCKGO'RNISH ON ALI THIT OVICEILINGS INCLUDING. CONRETE SUBS. FROVIDE A "SLICK FINISH' ON ALL WALLS IN UNITS AND IN PUBLIC AREA WALLS TO RECEIVE WALL COVERINGS AND ALL PUBLIC AREA CEILINGS . ATTACH DRYWALL TO STUDS AND FURRING PER CODE AND PER THE GYPSUM ASSOCIATES STANDARDS GA-216. GH CONCRETE EfLOCK NG 1WdLL W/ 4' 9TUCC0 W BRAD. P i E— SE FOR vISUM. WNOVMG. N39 L cCNUECTR?i D ET AND, TOP MLS. 1� b a 8 :Q SE-— ADTDAL DGNBTRNGTIGH ,CK,T NICE DOGS. FAR — SEE BTRUCTURAL DOGS. FOR - AL�L B�ORCKI «ECTICN3 MID dT_ _ CIJDE,FEFWLOu� dLln —I iT�ros BE— CONi WKU4 FOOTING K Wd L. ME FdR SITE . FEo•fOr-1 , STAIR SECTION SEE OTRUCN� i MGLK-AlICLINGUnTH Dlv 91ICEHNIDRdILSPER 99HDW12TMEADMGEDGE CFTREBEE c 1 uG3.T— _ DRdWIY•0�tursdR eTUF T a Il�i°D9 RIOT BIAI XE SEEIIFOR 1. 012E 4 REIFFORCIFIG. 3 -9 PER 9tRIC1URAL pW3. SdLETAIR SECTION q00 I- b CCK W4LTBEG G LL WGS. 4t ALIft. BEE BTEFd1C1YRN. piGICrvO Mb &DE HNVDRAIL3 PER CODE ING LccAt— TYP. LOCATED AS SHOT N.-IFTY PROVE ry 0EE OTRJONRAL DRdOANGO. - 11 e.'.�. I/2 � p9• m ON GRdDE BEu1NNID WALL -- <OORDWdTE uNTM CIVIL POOR. pm tOEE CpV3TRUGT 9TAIR3 R1cNR4 DUGS. BTRICTURdL DiGO REdD6 D STAIR SECTION d08 OCALE I • 1-O PRE—ONED II.-INAT RAILWG 9B11L—TO DETAIL 'c-1 E.I. DI VISION 0 BL��BEB SEE 9TRKTURAL CCN3iRIC1ON BETE BLDCJC — L uV y' BTUCCO FIN9H p?t IO' AIS ITHE E WMFEE . AL_n ,THREAD. RAILRaa SEE DETAC'O/As4' B. 0 YSTEMS , PROVIDE V HOUR _ALL SHAFT SYSTEMS FOR SERVICE SHAFT ENCLOSURES 1 AIR CON0ITIONNG,, LTWORKELECTRICAL CH SES. All TRAIR ASH CLUTES ASNOTED ON " GTE RATING "" PROVIDE MINIMUM N MUMPROVIDE LATERAL LOADING OF NOT LDEFLECTON ESS TtAN /0B010F RBS, PER BE PARTTON HE GHT DE QUALITY STANDARD -ACCORDANCE GASSSBVGYPSUMASSOCATON. PROVIDE ALL COMP. SHALLENTS F ONE CTUER TOE GAME TMANUFACCEMS T1URER 11 UTILIZED ATI TIE SHAFT SWALL YSTEM SHALL E IN CLOT BE MANUTURERS RECQMMENGATGN AND IN COMPLIANCE WITH ALL APPLICABLE CODES. 4. OTHER HES IHB- FOR TI-N UNIT BATHROOMS AND UNORES. AND PUBLIC RESTROOMS ON FIRST FLOOR, SEE BOOK SPECIFlCATIONS. THE FOLLOWINGFINISHES NORMALLY INCLUDE. IN THIS CTON WILL BE CHOSEN BY THE OWNER. THEY ARE AS FOLLOWS: CERAMIC TILE (OTHER TH 'ANTURED MARBLE. ACAeO'OUSTICAL CEILINGS. CARPEFNG, PAINTING (EXCEPT AS NOTED BELO". WIL COVERICHENrvAN. VA." A. BATHROOM OBINETRY 5. PAIN ING - C OVIDE DEVOE,CR DUIV LENTF, HYDRO ELAITOMEI COATNG"". SMOOTH NOT LESS THAN B.O MILL DRY ILM THICKNESS ACRYLIC tASTOMER10 F01 a STUCCO $TER 05U P ACES. RR OBI PTASLE PPGTT F 100•b ACRYLIC- ELASTCMRIC. ON ALL FBNRS METai. All FRAME SURFACES PPROVIDER0, °TOP BE BE F LEAD PIGMENTED ER P C °NE COA' OF POL COAT P AS A FINAL COAT. FOR ALL EXTIERIOR ALUMINUM RALINGS, SLIDING SEA SS DOORS. WINDOWS, ALUMINUM ROOF NG PANELS.S AMES D IGNTS. AAA EAF&P. PNTFINISH. OWNER SHALLSPECIFY ALL NTEROR PANT SYSTEMS FINISH Ou 0' CCNC. BLCCKEWLL, DALL TO SLOPE FOR ELEVATI SgE nIrtLADLLGB. To GP 6 BLCOC <TTP.A D WALL C.I OWAWINGI OTTE P..1. CIVIL lCSJ DARDRAC PER 4 LI«dNWmSP FERCO9E ,4 �.•.-I. iFED$3Haw ABOVE CONSTRKL BTMRS I'-, A STMRGOODSTCRf- ONG . ILL FER 9TRIC T. DOGS I w wdLL R� I I 0 mTCN3 TYP. e�EE 4*fuCNRAL -' IL geAUI1NG9 E STAIR SECTION sDa E N OLFOR N&1dLACWPIaIRKa 45 FORE 9TRICTTFLCTIGN OF THIS WALL r�1 E 3T C gRALGC ON OF FNTT_E METALM - UFACTUR D BY LOCKERS AS DAL DNG GUARD CORPORATION, LIST OU SA PRODUCTS, O PROVEDEQUVALENT�STORAGE LOCKERS HALL BE SINGLE LEE ON A BELT - e REdDB II' 3- STAIR SECTIONSECT��IION DIVISION t0 n_ SPECIALTIES LCLOSET PROVIDE COLD DRAWN STEEL NRE CLOSET SHELVING WITH 20 MIL PVC WHITE VINYL COATING WITH RELATE SANDPRO MOUNT NG NARpwgRE AS BV CLA RSOON MTERNAATIONA, 1. OR STORAGE R STORAGE SYSTEMS N CLOTHS TYPES OF SH SH SHELF CLOTHES CLOSET SHELVING ELFSTORAGE GE EICLOSETISTOAN SIELVIG12'WIHDEEFPANTRTCL°SETSHELV LNG D SHELF N°DaRORSHELF,T WASHER DRYERS 12 STAIDDOOR 2. AND DVENTS - PROVIDE E%TRUDD JINU AND OAND AS SHOWN ON DRAWINGS. DOMPIYWOHSMACNA•ARDIBECTURALSHEEF METAL MA L' FIELD MFsu ALL OPENINGS F FABRICATION, PROVIDE OP DRAWL FOR ARCERECATS R NGAPPROVED PROOP DRAWINGS CONCRETE E SHOP FRAME SHALL BE MINIMUM I Irz' % T CHaNNELO vERT CALLV AND 1 Irz' % 1' HORZONTA TV STEELMESH SHALL BE I1rz' 16 DEERS FONTS AU GAUGE METAL FOR SHALL I FRONTS. IS GAUGE DOORSSHALL WITH GAUGED METALDINAMEDAN WITS1YT%ITH1. 12 aFORRC ES W INTERMEDIATEF FORMED LACROSS ETHE MID. EGOFADOOft - FRAME SHALL BE FABRICATED MINIMUM Irz' X 1' 14 GAUGE CHANNELS ON SIDES TOP. OF GRITTOMSALL NAM EAT..`TO°VER AIE SHOPIREG HINGES PIGMEN ° NGES INSTALL LOCKERS OOR OR PER PER COTS. N MANUFACTURER AIR H PRODUCTS CO:, UABO CO. ARE RIaL 5 LIVERS, MC., aT0 BUSKIN MANUFACTURING ALL AL UMINUMEXTRUSIONSTO BCFO5BT52 OTHER ASTM B 22L ALL FASTENERS ARE TO - EITHER BE AWMINUM OR STAINLESS STEEL. FINISH SHALL B FROVIOELOUVE�STH TARE WATERTIGHT WSN ATE' PENETRATION SHOULD MODNU R ECCMMENDA -EBBDR EIS GPROv DE FIRE EXTBiNHUIBHERB AS REQUIRED eT LOCAL FIRE DEPARTMENT ALL FIRE EXTINGUISHERS SHALL BE OF ONE UREft PROVIDE MOLT -PURPOSE TI DGUIOSHHERS 10 TV E RATE F CLAss A,B, AND G WITH UL� BUGSCRERS. NOT BE MORE THAN.05OZ PER SOFT.OF REE EXi1NrnGU15nERs sW. SM BR-TOTJI-INDUS ILLS 'COSMIC AREA. CONTINUOUS HORIZONTAL BuOEb EXTINGUISHER CARNETS TO BE SIMILAR TO J.L. MODEL TOCG 20 B PROVIDE LOCKERS AS SHOWN IN THE BATHROOMEXERCI$E ARE45 OF FLOORTHE GROUND AS MANUFACTURE BY TREEFC RII" 5W0, MOOS CCA OR O Et1 EOgsl .VIDE LCCUSR A BENCHES MA°NUFACTURERs III SCANERES°LOCKER w1IN e. REDSKS - BRASS EDKEYED NDUSTRIES,'COSMOPOLITAN WITH TWO 1 THRETUIN" CABINE HALL BE LOLOKABLE GLASE T FEATURE. PR ICI WALL MOUNT NG H AHHUN.RE Oa EXTINGUSHERSFSMILARATO J.L INDUSTRIES, 'MARKBRACKETM E 84T POSTAL SPECIALTIES - PROVIDE PORTAL NUMBER BRASSOCR' CLOTHES HANGER,LOCKS WITH _ LOCK8 SS - FINISH RO 1 E TWO KEYS FOR EACH LOCKER AND E ST KEYS0 T 015 0 E- INGLEIRONGWALI H00 UM 2 PLATES NOT LESS== HIGH NUMBER LOCKERS SPEC ALT ES AS MANUFACTURD BY B°MMER NOUSTRIES MODEL B SERIES FRONT ARL O FOR MAIL ROOM MODEL SERIES BEARLOADING FOR NEWSPAPER ELNERY REOU L�NSAR FLASH PROVIDE SHOP DRAWNGS 3 ARCHITECTS IN SEQUENCE. PROVIDE - MANUFACTURERS RASE E OAK PANE FOR FRONT OF BENCH. REVIEW.EHORZ G OFNTALEMALBOX UNITSEACHBY MGANVIL La CARRIERS NITSEY TILTING. - NBE S SSHOWNONO tMNGSANDREOUIRED SIZES.. OPENED FORWARD TORECEIVE INCOMING MAIL FROM FRONT LOADING DOOR, TENANTS NET ONLY 0 EUATES SINGLE SIDE HINGE DOOR, PROVIDE NUMBERS OENTIF CATION ON EACH MAIL DOOR, PROVIDE 126 ALUMINUM ANODIZED FINISH. H -H CAM TYPE LOCK CAPABLE OF A FIRE -RATED LFASTSOOOKETCHANGES. PROVIOETWOKEYS 2 BBSH CHUTES AS SHOWN O DRAW5NG5(2 R EACH BOX DOOR, ET EACH COX REOUIRD�. PROVIDE SHOP DRAWINGS FOR FFERE� A PROVIDE ARCHITECT RREVIEl. ACCEPTABLE ASTER KEYS. MAN FACTURERS INCLUDE CURER�FEDERAL, avE SOInMERIINOUSTRES110201RECTORvINC., US. CHUTES CORPOMBI WL.N.N SERIES WOO PROVIDE BONER MODEL CHUTES, AND VA ANT PRODUCTS. PROVIDE BT ONTGONG MAIL COLLECTION BOX WHERE R RUBBISH CHUTE SYSTEMS BEARING SHOWN ON D NANGG VIDE B EASELS ON PRINCIPAL CHUTE COMPONENTS. ISGO 'YKEEPER. PROVIDE PROVIDE FRONT PNO HOUR FIRE RESISTANT CLASSIFICATION LOADING SERIES BO%ES ASFOLL.-TWO FLOOR s a'BZtOd4, ONEue2t095 UNITS, FOR NEWSPAPER NLAS1rvG°4? THICK REFRACTORY OLN NG. BOXES LOCATED ON NORTH END OF BUILDING INCLUDE EXPANSION JOINT MATERIALS, (ROOF FIRST FLOOR PROVIDE BOMMER ITOUSTRIES COUNTERFLASHING AND RETAINER SANK.ROOF REAR LOADING RSO SERIES. SUPPLY ONE TERIINATI N UNIT AND N CAP AND 11-5 A WHERE SHOWN ON PLANS. IN DS RPARKSCREEN. VIDESPECIALINTAKE WITH LOADING SIDE TO THE EXT-OR AND CHUTE THROAT SECTIONS LOCATED WHER COMPARTMENT SIDE TO THE INTERIOR, INDICATEDTO ACCOMMODATE DOOR UNITS AS SPECIFIEDPU E SANITIZING UNITS AS SPECIFIED, PROVIDE MANUFACTURERS STANOARDSPRAY-ON SOUNDPROOFING,FRAME INISION II SOUND ISOLATION GROMMETS, AND MANUFACTER111 ANDARD ACUMS NIT u5E0 CO ATED ROILED STEEL SHEET —E 11a INTAKE DOORS TO BE SELF CLOSING UGAS E, DIVISION 12 PROVIDE HOPPER TYPEIINTAKE DOORS IN IEACH FLOOR. PROVIDE STAINLESS NOT USED w1TH STNDARD a TONAL POLISH STEEL RSTOSP OVDEULL'e LABELDRATNG15 TETEMPERATURERISE Drv1510N 10 FOUR 250°RLOMPLETE WITH CLOSERS. COMPLY SPEC STRUCTION TH NFPA B3 FOR RUBBISH CHUTE DOORS. t ONE STEAM PROVIDE INTERLOCK SYSTEM WMICH LOCKS ALL OTHER DOORS F CHUTE WHEN ANY ONE DOOR WINGS AS IS OPENED. PROVIDE INTERLOCK SYSTEM wTTH MANUFACTURED STYLO AETEMPER RE RISE ELEMENTSWNICH LOCKALL EBUN T, MODEL S.—I— CO.,CUT INC,PUT°c CHUTE AT PR POUNDS PER HOUR WITH EXTERIOR CONTROL E TEERATURE EOPROVIDE PANEL p REMOTE CONTROL TEEERATURESyll" IT" MANUAL 11"111L OPERATION PROVIDING INTERIORTHERMOSTAT TATIONSK NNPRO INDCATED ., BE AN. LIGHT. INSTALL PER MANUFACTURERS MANUFpCTURRSSTAOARDNSIBLE-LINKFIRE INSTRULT10N5 AND RED OMMEN— PROTECTION STEEL DOOR AT `EL'�D ROUND FLOOR DISCHARGE ARFAR PROVIDE 0' LAB DIv1510x 14 ROVIDE FACE —IGNATED TO ABSORB IMPACT IF MATERIAL DROPPING AG ANST CHUTE TURN UNIT. ECIV0 xI SYSTEMS PE CONNECTION MNMUM 2•PPROVOEROOF AND NEON TO4ET. t vE ROOFEWRH DAMEFERSG E FED VEINS INSTALLATION b CODES INCLUDING, BUT NOT LIMITED TOATIE E%PL SON ANDRELEASE CAP. EO U P FETY CHUTE — FOR ELSTATORE A D CODE, ESCALATOR, CODE SPR1N ER HE BER F 13, R ADY FORH NFPA LEN ESCALATORS, NFPA CON ECTI NULIEC TE LE READY FOR PIPING DLLs. N II $TANDARD$ FOR CONNECTION. LOCATE INTAKE 1LOCATED IN NDICAP,FS BUILDING Co'. AND CHUTE ABOVE HIGHEST INTAKE ODOR, AND t C0 TANEAOF INCLUDES TWO GATED AT INTAKE DOOR ON ALTERNATE ELECTRIC Pa SENGR ELEVATORWORK S PROVIDE A FLOORS. PROVIDE 0l4• I.P.S. FLUSHING SPRNY WARRANTY FOR 12 MONTHS STARTING AT THE U PROIDE. EQUIPMENT SFRAY UNIT DATE OF SUBSTANTIAL COMPLETION OF THE DISINFECTION AND SANIT—NGUNIT .INCLUDEt- WORKPROVIDE GUARANTEED PRICE FOR GALLON TANK AND ADJUSTABLE PTO PROPORTIONING VALVE WITH BYPASS OR CONTROL OF SANITIZING AND FLUSHINMANUFACTURG PROVIDE REINVATOR A S MANUAL FNG ON. FORFIREPROOOFCNUTEAT YEARS. ED BEQUIVALEy IDCORPORATION SINELE WORK GEAR EACH FLOOR PROVIDE LOOSE MINERAL FIBER RACTONTYPENOISTNGMACHINESPROVIDE INS.IATICN COMPLYING WI TN. TH FB H OVERHEAD GEARED TRACT ION TYPE MACHINES PROVIDE A MINIMAL OF 3' THICK SPRATCON WE sFED OF 45C FPM. WITH 3500 LB. CAB INSNf TON ON ALL ExTER1OR SURFACES OF CAPACITY. PROVIDE ERA SINGLE ELEVATOR CHUTE TO ELIMINATE NOISE TRANSFER. INDU AND EL ELENTROLS. BOTH VIERS $FALL OPERATE ON EMERGENCY y10E•TRAFLOMATC IV' BY COVER ELEV TOR sCSTEM. PROVIDE AUTOMATIC TWO WAY LEVELING AND 01 CAPP_ REQUIRE MENTS As REQUIRED BY THE STATE OF FLORIDA, TPROVVIE a FIBUFRED CAR CONTROL S POSITION CAI SIGNAL N INDICATORS. .. HALL POS TION ORSHALLHATIATOa C NEMSY CALL AS CHOSEN BY OWNER FROM MANUFACTURERS STANDARD EQUIPMENT. OWNER SHALL SELECT CAB SHES. PROVIDE STAINLESS STEEL N. FIRST FLOOR LEVELS, FRAMESAGRO N PROV DE BAIED KE° ENAMEL EL FMMS ON DORS AT THRU iJ PROVIDE DIREST BOBNDLESS TEELD ENAMEL AT FLNZANDF FIRST FLOR AND SAKE ENAMEL FLOORS 2 R, AN 2D PROV DE STOPS AN GROUND FLOOR AN FLOORS 1 T 5' DEEP X F. RC„OGSH ERES To BE yE 6... I I%SMGH CENTER OPENING DOORS. PROVIDE SOP ORANINGS FOR ARCHGEGTS REVIEW. - DOOR SCHEDULE - GARAGE DOOR FRAME FIRE RATING DETAILS REMARKS nAPK DESORPTION DEECRIPTICN NO. UDTWx HT. TEK MAIL 416'i W101H �&M GJAGE MAT, ELOIR LABEL H I J I S 10 P1.11 A 1 2' 1 WA I WA JAI.M N/A I N/A s p' 15/A3I DOOR SCHEDULE - GROUND FLOOR DOOR FRAME FIRE RATING DETAILS REMARKS MARK DE9CPoPTION DEWRIFT57 NO. rym Hi. THK MAIL GUGE YADiH GkGE MAT. HOAR LABEL H I J 5 GI01 B PAR 2'-6' x I'V LT, ALUM N/A 2' NIA WA ALM INS WA WA31 WA3l VA31 PROVIDE ABrRAGAL GU02 B PAIR 3'-0' x 6' 8' 13/4' ALUM N/A 2' WA WA UM AL MN WA WA31 WA31 S/AN FRONDE AL GI03 A V-V. VV I - ALUM N/A 2- - WA WA ALn WA WA. N/q3 W" VA32 GI04 A 4.0' x W-B' 13/4' ALM N/A 2- WA WA ALn 'ES' WA31 W431 RA31 WLL LPNE� GI- A 6 -v 1 3/4• X M N/A 2- WAWA ALUM N/A WA WAN WA3! VA3i G106 C 3'-0• x 6 -B' 1314' N/A 2• N/A W GA MA. i� •B' J/A3I J/A3I Ad31 G10t A 3'-0' x b -B' 1514• METAL IB Cap 2' WA W GA A. bHR 'C' T/A31 LIA31 5/A31 GI08 G 3'-0' x b'-B' 3/4' N/q 2' WA 16 GA MAIL N/A WA J/A3I J/A3I WAN PROADE AR TIGWI GAM 6I09 J PAIR 3'-0'xb'-8' N/A gM N/A T' N/A WA ALUM NIA N/A N/A P/A315/A3I STOREFRONT GIIO C V-0• x V-8. 1 U4' X= WA 2• WA I6 GA FETAL N/A WA J/A3I J/A3 O/A31 Rd M AIR }YAR GAE.KET GIll C V-0•.x 6'-V 13/4-SCM N/A 2- WA U5 GA FETAL N 'B' J/A3I J/A31 AA32 6,I12 A 3'-0' x 6'-8' 13/4' METAL g GO 2' WA K GA FETAL >4uR 'C' VAN A3I 8/AV G119 A 4'-0'x6'-B'I3/4'ALUt N/A 2' WA N/A ALVt yR 'B' WA31 W43 WA31 De AL G114 A 3'+0' x b'-V 1114' ALUM WA 2' WA N/A ALUM WA N/A WA31 WA3 5/A3I GIIS B PAR 3'-1 x 6'-B• 13/4' dlJft N/A 2' WA N/A ALUi W4 WA WA31 WA3 QIA31 PRRONDE AL GIIS B PAIR 1'-6'x6'-8' I3/4' ALUM N/A 2' N/A WA ALM WR 'ES' WA31 WA31GA31 PROVIDE 6}R4GAL GIIT A 3'-0•x8'-0'I3/4'AL, N/A WA ZKN/A N/A Wd31WASIQA31 RILL L..RS GIIS B PAIR 3D'x T-6'I3/4'4LW. N/d WA ALUM. W4 WA WA31 N/d31 C/1 PROVIDE LONiER9.6•aB2B GIIS C 3'-0'xb-8'13/4-K WA 2' WA BG4 FE1lJ. 1uw�. •B'J/A3I!/A3 AA32 DOOR SCHEDULE - FIRST FLOOR DOOR FRAME FIRE RATING DETAILS REMARKS MARL I DESCRIPTION NO. yn WIDiH z HT. TNK MAi fAWE WDTN 1�1- GJAs MAT, H LAEEL H J 8 3/4' ALUM WA 2' N/A WA IALM N/A N/A WA31 K/A310/A31 2'-0- x 2--0- LOUVER FI02 I S'-V x b--8' N/A M WA 2' N/A NIA IALM WA WA 0/A31 DIA31 S/A3I ST W4L F103 D PAR 3'•0' x 6'-8' 13/4' N/A 2' N/A ib Gd M A •A,m -C' T/A3I T/g31 AA32 PROVIDE ASTRAGAL FWA NOT -USED WA N/A N/A N/A N/A WA NIA I N/A NIA WA NA N/A Wd NOT UOED F105 C Ymom x WNW 13/d' Y N/A I' N/A 'b GA FETAL N/A. N/A E/AN VAN AA` FI06 C 3 0 6 -V 1 3/4' = WA 1' WA 16 GA MAIL bHR -V VAN T/A3I VAN FIOI C 3-0' x 6 �B' 13/4' N/A 2' N/A g GA M4 >4HR 'C'. WASI WA2�1 AA32 Fi00 C Y-V x V-V 3/4• 8M N/A 2' WA K GA IWTAL >oui¢ 'C' M/A31 WA31 AA32 R09 C 3'-0' x b'-B' 3/4• N/A T Wd H. GA FETAL bHR 'C' .1 T/A3I &A3I RIO C YV x 6•-S' 1 3/4' N/A 2' WA I6 GA MIX N/A I WA VAN VAN AA32 13/4' Y= WA 2' NIA jl6 GA FETAL bN¢ •C' A3I Wd31 AA32 WA 2' WA I6 GA FETAL bHR 'O' WA31 WAI AA32 Fla C 13/4' Y WA 1' N/A' K GA METAL -V A31 WA31 S/A3I F114 C 3--0• z b'-B' 13/4' Wp 2- WA 16 G4 FETAL •oNR 'C' TIA32 TIA32 AA32 FII5 C 3'-0' x 6'-8' 13/4' N/A 3' WA b GA FEtdL bHR 'C' &A3I &q31 O/A31 PR1' YDE AIR TIGHI � Fill C 3'-0• x 6'-8' 13/4' WA 2- WA K GA FBA WA WA L/A3I UA31 AA32 Fill C 3'-0' z V 13/4' M N/A 1' N/A W GA FETAL WA N/A E/A32 E/A3 AA32 FIIB I V-0' x 6'-8' N/d N/A. N/A N/A WA IAUft N/A WA VA32 VA32 J/A32 HILL FINISH FIM C 3'-0•x 6'-8.1&4- EW N/A 1 2• WA'6GAFETAL WA WAE/A31VAWW- FD0 G 3'-0• x 6•-8. 1311- N/A 2- N/A 16 GA FEIX N/A N/A E/ N E/A32 AA32 FI21 O 3'-0' x 6'-B' 3/4' SG N/A 1• N/A 116GA METAL N/A W4 VAN VAN AA32 F122 NOT USED N/A N/A N/A N/A NIA WA I NIA WA WA NIA I WA I N/A WA NOT U6ED FI23 C 3'-0' x b'-B' 3/4• WA 1' WA. IG GA METAL bHR 'C' IWAWIetAWjQ1,Oi PRO'ADE AR TIGHT GAWV FI24 C 3--0• x 6'-S' 1 3/4• Y WA 2- WA W GA -k bHR 'C' T/A31 T/A31 AA32 FI25 D PAIR Y... S.... 13A SC WA 2• WA K GA FETAL bHR 'C' &A3 VA3 11111 dA31 PROVIDE ASTRAG4L F126 O 1'-6' x b'-8' 1 3/4• SC= WA 2- N/A 16 4A rVAL 1- 'C' 0/A32 0/A3I AA32 112T u0TE PAIR 2--0' x B'-V 13/4- 6RTRAE WA 4 BM.• N/A MMW WA NA ATE tpTE >wrE R1LL Ld1VER F12B I 3'-0-xV-V N/A N/A N/A WA N/A ALUM N/A WA WA P/A32 VA32 STOREFRONT Fi29 C 1'-0' x 6'-8' 3/4. 9: N/A 2• N/A 16 GA MAIL bHR 'C' O/A31 O/A31 A43} FI30 NOTE PAIR 3' -0' x W-0' N/A WA T' N/A WA M4UG WA WA Nore NTE NOTE MAHAGLNY 4 GLASS F131 C - Y El- x b'•8' 13/4• Y WA 2• WA 16 GA FETAL %MR 'O' O/A32 O/A31 AN2 FI32 E 9'-0' x 6'-B' V8' Ili= WA N/A WA N/A QOOD WA N/4 E/A31 F/A3I AA32 gl-FOLD / MLL LONER F133 C 34'x 6.8 1314' scm WA 2'. WA 14GAFETAL WA N/A O/A02 O/A31 AA32 - l-1 O T-W z b' V I U4- X= WA 2- WA W GA METAL buR •C` 2-2 0-2 AA32 FI35 I 3' 0' x b'-V N/A N/A N/A N/A WA ALUM WA WA WA P/AW S/A3I STOREFRONT FI36 C 3.0' x 6-8' l W4- X= WA 2- WA IS, GA METAL bHR 'C' O/AX O/AW AA32 . 1131 A 3 -0' x 6 -B' "A. ALCM WA 2- WA WA ALUM WA WA W43 N/A3I VA31 LUE, C 3 0 i 41- 1 3/4' 5; NIA 2- WA Iii GA FETAL bHR 'C' 0/AN 0/02 5/A31 FI39 C 3 0 W-B' 1 3/4' YV N/A 2- N/A Il& GA FETAL bHR •C' H/A3I WAV AA32 F140 C 3 0 6 -8' 13/4. X= WA 2- WA 16 GA FETAL 'B' WA31 WA31 SIAN F14I C 3 0 b'-V 13/4• Y N/A 2- N/A W GA FETAL AL 4-'C' I/ASN- AA32 1142 C 3.0 zV-6 13/4• X. WA 2• WA' S GA FETAL bHR 'C' IYANIVA,N AA32 F143 N%TE PAIR 3 V x 8 0 13/4• STn.S WA - 4 e' N/A I1NN6. N/A N/A "1O NorE NTE FI44I E FAIR 3.0' x B-0• 3/4' BME All WA 4 e' N/d. MdIW N/d WA ATE NOTE NOTE F145 G 3'-0' x 6'-B' 3/d• XlX WA V N. IS GA FETAL N/A N/A I O/A32 0/A31 AA32 FI46 NOre PAIR 3'-0'z Qt'-0' 1 3/4• WILE WA 4 3A' WA IW14 N/4 I WA NOTe -AGONY I GLASS FI4T NTE P41R 3'-0' a 6B'-0' 13/4' BnLe WA Awe• WA MAWI. WA NO MANAGONY 4 GLASS F148 NorE PAIR 3'-0' x B'-0' 13/4' S�2E WA 4 e' N/A MBV4 WA FITE NoiE NOTE MgNAGOJY a GL495 FI49 NOTE PAIR 3'-%x B'-6' 3/4' STILE W4 4 AM.' NIA 1 14 dNIA WA F.b NOTE M:D.DOOR MODIFIEv FI50 ROTE PAIR 3'-0' x B'-0' 3/4' sr1 E / WA 4 c' N/A i A WA FIo �FISI NOTE PAIR 3'-0'x8'-0' 13/4' STILE. N/A 4 e• N/A MB!1G WA NOTE NOT NOTE Tl0 DOOR SCHEDULE - FLOOR 211 DOOR FRAME FIRE RATING DETAILS REMARKS MATd; DEBC 11- DESCRIPTION NO. LL3D1H x NT, THK MATL OJYE WDM ftOULE MAT, NOJR LASE. H I J I IS E Soo C 3'-0' x 6'-B' 13/4' WA 2' 1- W GA FBAL 1- •C' IS-1 VA32 B/A3I S.21 C 3--V x W-V I U4' N/A 2' N/A W GA FETd1 •B• WA31 WA315/A3I 8103 C. 3'-0' a V-8. 13/d' 1EXCI WA 2' 1 WA IS. IEIAL 4wt 'C' Vg31 T/A31 AA32 - D PAIR 3- z b'-0. 1 3/4' WA 2' IWAIISSAMIAL %tn 'C' G, 3l GA31 A 2 1 8105 C 3'-0' x b'-8' 13/4' WA 2' 1 WA 116 GA MAL bHR -C• -1 M A/A3Ilv1 V"- C 3'-0' x V-V 1 3/4' WWI WA 2' J Wq 116 GA WAL N- 'C' WA31-N GAW 510t D PAIR 3'-O'x6'44'I3A. VA 2' WA 16GAMIALb 'C' GA31 GA'AA31_- 510B Wq T' W4 16 GA FETAL 'B' WA31 WA31 S/A3I 3/4- WA 2• W4 16 G4 MBAL buR 'C' VA31 A3I AA32 5110 C 3'-0•x6'-8•I3/d'Y WA I' W4 b 1AImAL •dHR 'C'&431 VA3!S/AW BI it C 3'-O x 6'-B' 3/4' W4 1' N/A 16 GA FETAL blx 'C' V431 A31 AA32 EGRESS C0IRRIDOR 9112 C 3'-0' x 6'4i' 13/4' WA 2' WA K GA FETAL bHR 'C' VA32 &A3I 6/A3I EGREBB COFRDOR DOOR SCHEDULE - FLOORS 3-13 DOOR FRAME FIRE RATING I DETAILS REMARKS MAPoK DEBCRPIIGN DWEASLO�PTION R F10. =. x W. - MAR lIIATE - DFAM - MAT. NOIR LdBM. M J I IS T101 C 3'-0'x b'43' 13/4' W4 2' N/A K G4 FETAL bHR •C' V431 VA310/A3I T10} C 3'-0' x 6'NY 1314' N/A 2' WA W G4 IE}K 'D' WA31 S/A31 TI03 C V-0' z G'-8. I N4' WA 2' WA W GA FETAL buR 'C' VAS! AA32 TQB4 D FAIR 3'-0' x 6'd' 13//' Wq 1' WA K GA FETdL but 'C' GA31 AA32 2• WA GA MIX%NR 'C' M/A310/ANv.v x 6'-8' 1314' WA 2' WA K GA FETAL 1%u 'C' WV 1 O/ANA 3'�'x6'-8'13/4' KEGA2•WA WA315A31T10T A3'-0' x 6'-B' 13/4' v' B GA 2' WA K Gd µ >.yuR 'C' K/A31 JW-Aif AA32A Y-S--6 -13/4•,bGA2• WA 16 GA V >du¢ •C'N/g315/A3IC 4-0' x6-e' 13/4' WA 2' WA 16 GA FETAL bHR •C• WA310/A31L 3'-0' x b'4)' 1314' NIA 2-. NIA N. GA FEIK buR 'C' WA31 O/ANTIIO D PA RV.'x 6'-e' Iul. 2' WA IB GAFETAL buR 'C' G/A3I AA32 2' WA W GA 'B' W4318/431C 3'-0'x6+D'l3/4• WA 2• WA KGA FETALbHR. 'G' VA39/A31A 2' WA EGA>AUR 'C' VA32 GA31 DOOR SCHEDULE - ROOF DOOR FRAME FIRE RATING DETAILS REMARKS MdFBK DEBCPoPTION DEldSyO�RPTION NO. WDTH a W. THK MAIL GYTE LDTI D�IH GWE MOT. IIPR LAllM. N J 9 RIOT A 3-O'xi'•B'13/4'AL WA 2' W4 WA L WA Wq WA31 WA31C/A32. SEE NOTE3 RI0-t A 3'-0' x 6'-B' 13/d' STEEL B GA 1' N/A a GA STEEL 'B' V431 VA32 AA32 RI03 A 3'-0' x 6'-8' I TT AL WA 2' W4 N/A L N/A Wq WA31 W431 VAN RILL L-I,ER5 R04 q 3'-0' x 6'-8' 13/4' AL WA 2' N/d Wd AL N/A N/A WADI WA31 GAM BEE NOTE 3 Rm5 q 3'-0' x 6'-B' 13/4' WEE. B GA 2' WA W GA WEEL 'B' 1/431 All AA32 RES,A -0' x 6'•8' 13/4' L NAA 2' WA WA AL WA N/4 WA3IWNI GA32 RILL LQIVERS DOOR SCHEDULE - UNIT "An DOOR FRAMEIRA IRE DETAILS REMARKS MARK DE6GPoPTION DESCRIPTITING NO. WDTM x Hi. . MdR GIKE BN1H �W GWE 1R Y-8'x 6--V 4' N/A 2• N/A 16 G4 R 'G' &A3I &A3I O/A31 -!T ARTIG!Q.&XET A102 C 2.4'x6'-v ` SC N/A 2- N/A NIA A WA Ad31 AA32 AA32Am C - 2'-8•z 6'-B•4' WA 2• Wq WA A WA AA31 A431 VA32 Al- D PAIR3'-0• x 6--v4' Wq 2' N/p K GA R _ V431 VA32 AA32 PROVIDE ASTRAGAL A105 C 2- x 6'-8. WA 2• N/A WA WA AA32 AAWAq6 N PAIR 1'-0' xb'-B' AL N/A WA W4N/A A N/q / A3I AA32 MIRRORED BI-P45SB'-0'x8'-5'4' ALUM N/4 45R' N/4 WA A Wq F/A32 Gd32 Wd32 AM C. 3'-B'x6'-8' 4' N/A 2• WA WA WOOD N/A N/A AA31 AA32 AA32 4' IWA&� N/A 2- WA N/A WOOD WA WA AA32 AA32 AA32 4110 C T-10'x6'-B• 4' N/A 2• N/A WA WOOD WA N/A AA32 Ad31 AA32 AIII E I'-6' x 6'-B' ' LLCOD WA WA WA WA 3IDOD N/4 N/A E/A31 F/A31 AA32 BI-FOLD / WLL LOWER AIII C 3'-10kb'•B' - WA 1• N/A N/A YU2D N/A WA AA31 AA32 AA32 A!13 N PAIR Y.W. V-V W WA WA WA N. LLDOD WA WA /M F/pAyl AA32 MIRRORED BI-PA55 A- C 2-Bk6'-8. ' WA 1' N/A WA LOAD WA W4 AA32 AA31 AA32 AII5 D PAIR 1.6' x 6'-0 ' E N/A 2- N/A N/A COLD N/A WA AA32 AA32 AA32 PROVIDE A5TRAGAL A- C 1 B n 6 -B• W N/A 2• WA WA WOOD N/A N/A AA32 AA32 VA32AIII C 2 B'x6-B ' N/4 1' N/A Wq WND WA WA AA32 AA32 AA32AIIB K 8-0'x8'-5W' ALUM N/A 450 WA N/A ALUM WA WA F/A32 GA31 WZ2 AII9 M %EM1R.fiS' N/4 JALM WA 46B• WA N/A ALM WA WA F/A32 GAV IVAN NOTE e L Q4a B-W N/A ALUM WA 4- N/A. WA ALUM WA WA /AN Al WA31 G C }'-6' x 6'$' 3/d' % WA 2' N/A WA 4VOD N/A WA C/A31 D/A31 AA32 POCKET DOOR K Y-0'xBdi3' WA dLDM W4 45/8' WA WA ALUM N/d N/A /A31 A32 WA32 J-� K 5'-0'xB-Yh' WA ALCM N/A Wd W4 N/A ALUM N/4 N/q F/Ai} p91 Wd33 NOr GL K B-0'x8'-91}' Wd dLUM N/A WA WA N/A ALU1 W4 N/A.F/432 GA31 WA32 E 2.0' x b'-B' i I/8' WOLO WA WA WO N/4 WfKO Nl4 N/4p PAIR 2- N/A WA 1u N/A I NIA AA32 A431 Ad31 PROVIDE ASTRAGAL DOOR SCHEDULE - UNIT °B' DOOR FRAME FIRE FIE RATING DETAILS REMARKS MAf3K DEBCPoPTICN DESCRIPTION NO. UENNKAIL E11W WDM N GMAT, H I J • 5 W, BI01 C 1 12-- b'-8' 13/4' N/4 }'I WA 1166AIiii. bHR •C' 1-, -1 V-1 PROVBE AR iGXi GA5'�T BI02 G 1 314' OXI WA 2' 1 WA I WA QL'12D WA N/A C/A3I D/A3I AA32 POCKET DOOR 8103 D PAIR .-1. 6'-B' 13/4• WA 2- WA K GA 61EBI. >4, R •C' &A3I &A3I A/A31 PROVIDE ASTRAGAL E- C 2'-V x V-V 13/4• WA 2- WA I WA IWOOD N/A WA -1 1A32 B/A32 6105 L I'-B' x b'-8' 13/4' N/4 }' WA WA WOOD WA WA AA32 AA3! VAN i08 P PAIR 2'-0• x b'-B' I V8' W02D WA N/A WA IWA WOOD WA N/A EA31 /A31 AA32 &-:OLD / RAL LOWER BQ3t C }'-8'x6'-8' 13/4• WA 2' WA WA WOOD N/A WA GA31 D/A31 AA32 POCKET DOOR B10B E 1'-4' x 6'•8' I V8• UDDD N/d WA WA WA WODD N/p N/A E/1I 1/A3 1A32 Ell4>OLD 11 p 1. LOWER BI09 C }'-8'x0'-8' 13/d' VEM WA 2• N/A WA WOOD WA WA AA32 AII31 VA32 BI10 O 3•-T x b'-V WA N/A WA WA WA WOOD N/A WA E/A3I F/A3I VAN MIRRORED BI-FOLD BIII D PAIR 2'-4'x 6'4'13/4'4 WA 2- WA WA WOODN/A WA AA3I ANIAAN PROVIDE. ASTRAGAL 5112 M IZE-94Y WA ALM WA 4k8' WA WA ALUM WA N/A F/ANGA32WA32 SLDFG LrKR BIB L TO -54-WA ALUM N/A 45A3' N/A N/4 ALUM N/A N/4 F/A32 GA32 WA31 IDwG- L D B114 K 64 V445 WA ALUL N/A 45/8' Wq N/A ALUM N/A WA f/A31 GA32 AN D GIIS K 6f B'3M' WA ALUM N. 4- NJA W4 ALUM N/A N/A F/A32 GAX WAN D� BIW K 8'-0' 8.513' WA ALUM N/A 450 N/A WA Ad.UM N/A WA F/A31 GAM IVAN HTEe BIM C 2'-B' x 6'4- tN/A WA AA32 AA32 WA32 BIIS C YW' x 6'4Y 13/4' N/A 2' WA WA WOOD N/A N/A AA32 AA32 AA32 BIIS G 2'-8'x6'-8' I V4' N/A 2' N/A N/A UL'VD N/A WA V/ l D/A31 AA32 POCKET DOOR BD0 E I'-6' x 6'•B' 1 VB' W:bp Wq WA WA WA W'A2D N/A WA E1431 /A3I AA32 BI{OLD / R1LL LOJVER OPTIONAL DOOR5 GNB C 3'-0' x 6'-B' 13/4- Y WA 1' N/A WA ,OV WA WA VAN D/A3I AA32 POCKET DOOR CFMB2 D PAIR 2.4 x64 I3/4• WA 2- WA WA BEAD WA WA AA32-1 A/AV PROVDE ASTRAGAL O°IB3 USED CAI&2'•6' x V-w 13/4' WA I' N/q W4 WNA WA. WA AA32 AAI VA32 GPIPbY-0' IAN,,NT x W-B' I V8' WOOD WA WA N/d W4 WXJp Wq WA UA31 WA31 AA32 BI-iOLD /FULL I.PIVER Q'IB6}'-b' • 6'-8' 1 V8' WOW WA WA W4 WA W?LD WA WA EIA31 /431 AA3} BI-FOLD / RLL LOUVER DOOR SCHEDULE - UNIT °C" DOOR FRAME FIRE RATING DETAILS REMARKS HARK DEBGPoPTION DESCRIPTION NO. WIDiH x W. THC MA (YYE WDTN G14E MAT. HAIR lJP6 N J 8 � CI01 C 1'•B' z 6'-B' 13/a• N/A 1' N/4 K!. STEEL I.- 'C• VA31 WA3I 0/AW pR2yDE AIR TIGM fi 'AXE} C102 D PAIR Y-10' x V-8' 13/4' SC WA 2' WA 16 GA STEM. >4NR 'O' &q31 VA32 AA32 PROVIDE ASTR4GAL LI03 E Y-6• x 6--0 1 I/8' Som, W4 N/A N/A WA YCA2D NA WA E/d31 F/A3I A432 &.FOLD / RLL LW VER CI04 K 8'-0'aB'31y' WA ALUM WA 45/8' WA N/A ALUM WA WA F/A31 WA32 WN2 W4 N/d BDOD WA WA GA31 D/d31 AA32 POCKET DOOR�R LI06 E 2 B'xb -8' I V0' WOJD WA WA N. Wq BDpD WA N/A E/A31 F/A31 AA32 &-FOLD /RILL LO2VER C101 K 8d'z8 5'h' WA ALUt Wq 65A3' W4 Wq Q12CD N/4 N/A F/A32 GA32 WA32 (DING GLASSv R CI0 C 2 -8•xb -8' 1 &1- WA 2• N/A WA ALUM WA N/A AA32 AA3 AAN 109 E 2'-6' x b'-B• 1 I'V UL2LD WA WA N/A WA WOOD WA WA E/A3I F/431 AA3- BI-FOLD /RILL LONER CIIO E 1'-0• x b•-B• I V8' UOOD N/A N/A N/4 WA S= N/A NIA E/A3I RAN AA32 &-F LD / RLL LOWER O11 C 2'-10•xb'-B• I - N/A 1• WA WA WOOD WA WA AAN AA3 VA# OID C 2'-10'x6'-8' 13/4' WA 2' W4 N/4 Q12LD N/A Wq G431 D/A3I Ad32 POCKET DOOR C113 C 2--0• x 6'-B' 13/1• Y WA 2- N/A WA III= N/A WA A431 AA31 Ad31 CI14 C 3'•0kb'-B' 13/4' WA 2' N/A Wd LLDOD N/A WA AA32 AA32 E-I C115 C 1'•8'x6'43' 3/d' N/A -1• WA WA W N/A N/A AA31 AA32 VAN CII. C 2'-8k6'•8' 1 3l4' W4 2• N/A WA il_ WA WA AA31 AA31 AA32 Clil C 2'-8'x6'-B' 1 3/4' WO 2• N/A N/A U1DOD WA WA AA32 AA31 AA32 C118 N PAR 3'-0' x 6'-8' WA WA N/A. WA WA WAD N/A WA /d3t IAs AA32 M!PoPO BI-PA55 CII9 K b'Ox8'-513' Wd dLUM N/4 65I8' N/A WA ALUM NA W4 F/A3I G-I WAN %IDING GLAB9 ooOR CD0 K 6b'a8'3!2• WA ALU'L WA 45R' WA WA ALUM WA WA N WAB WA32 N%D1E GLp88 ODOR C121 L Q'-0'ae'-5h' N/A ALUM N/A 4W WA WA ALUM N/A N/A RAN GAN WAN %IDI16ACa -A.000R Gil} E 1'-6•.x 6'-B' 1 11 ' WOOD WA WA WA WA Ji N/A WA UA32 A31 AA32 gl-FOLD /PAL LOWER C123 N PAIR I'-b' z 6'-B' WA AL WO N/A N A N/A upOD WA N/A E/631 F/%I AA32 MIIRORED BI-PdSS C124 N PAIR 2'-6' x b'-B' WA AL NIA I NIA N. WA WOOD N/A N/A E/ A3I AA32 HIRRORED 91-PASS C125 C 2'-6•zb•-8' 13/d' Y WA 2• WA N/A WOOD WA N/4 AA32 Ag31 VA32 OPTIONAL DOORS OPIO D PAIR 2'-6' x 6'-B' 13/4' Y WA 2- W4 WA WOOD N/p Wd AA32 AA32 A632 DOOR SCHEDULE- UNIT ED' DOOR FRAME FIRE RATING DETAILS REMARKS MnpK DESCRIPTION DESCRIPTION FKJ. T BIEN V x NT, TNK MATL O ASE LmTI D- OlA2E MAT. N LdSEL N J 9 DI01 C .--VI I N/A 2' Wq K46WEELxauR'C' VA32 VA32 O/A31 FROADE AIR }IGHI GA6CET DIOi D P41R 2-p'z 643'I3/4'Y WA 2' 1 WA IKGAVEEL%M 'C' 5AIII-AAN PROVIDE ASTRAGAL 103 C 1 17-0'. 6 B' 13/4' ii N/ 2' 1 - I WA IWX NIA WA AA32 AA32 AA3} 104 F Pd R 1.6' z 6 B' 1 V8' LLOOD - NA 1- N/A WO2D WA W4 E/A31 FI431 Ad31 gl-FOLD /RILL LQIVER 105 C 1•'0kb-0 3/4' WA 2' IN- 1- Bl'TlD WA N. AA32 AABI Vd31 C 2 -6k6'-B' 13/4'Vi WA 1 2' 1 WA I WA LLODO W4 WA A431 AA32 VAN D1®t F PAR •b' x 6.0' I I/8' LLl'1OD W4 N. WA WA QOOD AA WA E/A31 F/A31 Ad31 BI-FOLD /FULL LOUVER D PAIR 2 -b V-V 13/4• % N/A 2' IWA WA WOOD WA. N/A C/AWI W4 AA32 POCKET DER 109 C 2-e'xb'-8' 13/4' NA 1 2' IN. WA E= N/A N14 AA32 AA32 AA32 DIIO C 2 -8'xb -B' 1$/4` W WA 2• INAA WA III- WA. WA AA32 A431 AA32 Diil C 1 8'xb'-B' 3/4' N/A 2' WA WA E= WA WA AA31 AA32 AA3} DIM N PAIR 3 0' x 6 •8' WA WA WA N/A WA YiJOD NIA WA /py, / AA32 MIRRORED el-FA56 0II3 K b'�B•x BA13• WA -A WA 43A3' WA WA ALUM N/A WA /A32 GA31 WA32 SLID- GLASS R DII4 K 6'-0'x B'5'h' WA L WA 1' NIA Wq ALUM W4 N/A WA32 Wq'�A O/A31 DIIS L Q'-0'x8'•5'ry' N/AN/A 4" WA WA ALUM WA N/A F/A31 A2 WA32 SLIDING GLASS DOOR VH' W.NA NIA 2' N/A N/A WOOD N/A N/A L/AX WAN AA32 &-TOLD /RILL LOWER Di!T C PAIR I'-6'xb'-8' 13/4• Y N/A 2• N. WA WOOD N/A WA E/ m$1 AA3} MIRRORED BI-PA88 OPTIONAL DOORS OPfDI C 3'-0'x b'-B' 13/4' WA 2' WA Wd LLUOD N/4 W4 C/A31 D/A3I AA3} POCKET DOOR ROOM FINISH SCHEDULE — GARAGE ROOM FLOOR BASE WALLS CEILING REMARKS NO, DESCRIPTION MATL. I MATL. I MATL. FINISH MATL. T. PI01 LOWER PARKING CONC. NODE BLOCK 11 qUP �' VARIES SEE PLANS FORATCOLORED PI01 UPPER PARKING CONC: NONE BLOCK NONE OPEN BANS FOz P vER P103 COVERED CANOPY CONC. NODE BLOCK VARIES 9EE RAN FOR P vER ROOM FINISH SCHEDULE — GROUND FLOOR ROOM FLOOR BASE WALLS CEILING REMARKS NO, DESCRIPTION MATL. MAIL. MAIL. FINISH MAIL. HT. G101 BICYCLE STORAGE 5. CONC NONE BLOCK PAINTI—A B'-3 IR' G102 MAINT. ROOM •I $. CONC. NONE BLOCK PAINT"'S In. G103 EXIT CORRIDOR t S. CONC NONE BLOCK PAINTV' S IR' G104 TRASH ROOM M 5. CCNC NONE BLOCK PAINTB'-3 VI' GI05 ELEVATOR LOBBY M OFO.I. WOOD DW, VARIES SEE REEL. CEILING PLAN Gi ST— I OFAJ. NONE BLOCK PAINTVARIES Go, ENTRY CORRIDOR —I. WOOD OW: VARIES SEE REFL. CEILING PLAN GI08 ELEVATOR LOBBY I OFO.I. WOOD OW. Pq PAIHT VARIES SEE REEL. CEILING PLAN GIGS STAIR n OP,01. WOOD DW. STUCCO PAINT VARIES GIIO TRASH ROpM n S. CONC. NONE BLOCK PAINT W-3 1!2' GIII EXIT CORRI.— I S. CONC. NONE BLOCK PAINT AIM G112 PUMP ROOM S. CONC NONE BLOCK PAINT pAIM W'-0' 2 STORY SPACE G113 GENERATOR ROOM S. CONC NONE BLOCK PAINT W,�j ill 2 STORY &PACE G114 TRANSFORMER VAULT S. CONC NONE BLOCK PANT B'-0' 2 STORY SPACE G115 ELECTRICAL ROOM 9. CONC NONE BLOCK PANT I8'-0' 2 STORY6PACE GII6 LUGGAGE CARTS 5. CONC NONE BLOCK PANT pAIM' e 3 Irz' ROOM FINISH SCHEDULE — FIRST FLOOR FIO COVERED WALKWAY .NONE STUCCO FI02 CORRIDOR T WOOD Ow. T Dw. 9'-0' F103 NOT USED WA- N/A NIA N/A WA NOT USED F104 STORAGE AREA ': NONE BLCCK PAINT F105 MAINTENANCE / LAUNDRY FN//'A NONE BLOCK PAINTFI06 MECHANICAL ROOM 9 NONE BLOCK PAINTF197 GONFRENCE ROOM - UIOOD DW. D ijgO VARIES SEE REEL. CEILING PLANFI08 MEN$ LOCKER ROOM TILE MR DO. ,°11R MR DW VARIES TIL CC« 1 G T PFIGS MENS REST— TILE MRD.W.PAIN!MRDW.VARIES�"EEINT. ETEVABTI T�I'PB' FI10 EXERCISE ROCM ... WOOD DW. qIH' AC TILE 8'-0' nlgeJR Fill STEAM ROOM TILE TILE TILE TILE TILE I —'RR WOMEN9 LOCKER ROOM TILE TILE MR DW MADw. VARIES TILE IM�EALEV�AS �PFOR F113 111011ENS LOCKER ROOM TILE TILE MR OW. AIW MR DW. VARIES 6TIEE 11197E 7Ev 1II4 KITCHEN TILE TILE DW. PAINT D VARIES SEE REEL. CEILING PLAN FITS MECHANICAL ROOM n 5. CONC. NONE DW, PANT DW. S'-O' FI16 ELEVATOR LOBBY 3 OFA.1. WOOD UG. D. V4MT p DW 9G "TILE.' VARIES SEE REEL. CEIL— PLAN Fla TRASH VESTIBULE M 5. CONC NONE BLOCK PAINT S'-O' FITS TRASH ROOM �. S. C01NC. NONE BLOCK PAINT S'-0' FITS STAIR, OPOI. NONE BLOCK STUCCO VARIES F120 MECHANICAL ROOM -4 S. CONC, NONE OW. PAINT. S'-0• F111 BILLIARD ROOM OFO.1. WOOD Dw PAINT 1.TILES'-O' SEE REEL. CEILING PLAN F122 BAR - TILE TILE DW, PAINT C. VARIES SEE REEL. CEILING PLAN FI23 SOCIAL ROOM 0FA.1. WOOD Dw g1Nr TILE5 VARIES SEE REEL. CEILING PLAN FII4 LOWER LOBBY OFAl. WOOD DW. VAINT E. TILES C VARIE6 SEE REEL. CEILING PLAN F125 UPPER LOBBY OFA.1. WOOD Dw VAINTW.LE C VARIES SEE REEL. CEILING PLAN FtU6 SECRETARY OFFICE OFAJ. WOOD D. AC TILE S'-O' g�'EEE �� pALLLE Id'rFIRE FI21 CARD ROOf'1 OFA.I. WOOD DW. PAINT AC TILE 9'-0' SEE REEL, CEILING PLAN FI23 MANAGERS ROOM OFD.I. WOOD DW. PAINT AC TILE F12S MAIL ROOM OFA.I. WOOD Dw. PAINT AC TILE l'-6' 1aLITl3 ROOM FINISH SCHEDULE — FLOOR 2 ROOM FLOOR BASE WALLS CEILING REMARKS NO.. DESCRIPTION MATL. MAIL. MATL. FINISH MATL. HT. $101 STAR M OF.O.I. NONE BLOCK PAINT PAINT VARIES SimTRASH ROOM 5 S. COJC, NONE '. PAINT Cp S'-I 4>' $103 STAIR VESTIBULE •3 O 01. WOOD DW. PAINT VARIES SEE REFL. CEILING PLAN 6104 ELEVATOR LOBBY 5 OF.OL WOOD Dw,. PANT VARIES SEE REEL. CEILING PLAN S05 VESTIBULE 9 OFO.I. WOOD DW, PAINT VARIES 5EE REEL. CEILING PLAN 51" ELECTRICAL ROOM 5. CONIC. NONE BLOCK PAINT ANT PD a- 4G• -, 5101 ELECTRICAL RDCM S. GONC.j NONE I BLOCK PAINT. NT 8-I I}' 5108 VESTIBULE •4 OFO.I. WOOD Dw. PAINT AIM vARiE5 5EE REFL. CEILING PLAN SlO ELEVATOR LOBBY'S OF.OI. WOOD DW PANT VARIES SEE REFL. CEILING PLAN 6110 STAIR VESTIBULE •4 OF.O.1. WOOD DW. PANT v RIE5 SEE REEL, CEILING PLAN 6111 IR:A5H ROOMS S. GONG' NONE / PAINT AIM 8'-1 I}' S112 STAIR �! OF.O.1. NONE BLOCK PAINT pAIM VARIES SUM EGRESS CORRIDOR OF.O.1. NONE DW. PAINT 8'-I r' ROOM FINISH SCHEDULE ABBREVIATIONS: S. CONC CONCRETE SLAB TO BE CURED UTH A CONCRETE CURE AND SEAL PRODIUCT. GONG. = CONCRETE POWERED TROWELED DW. DRYWALL KD. KNOCK DOWN SPRAY PLASTER 5. •. DRY WALL WITH LIGHT ORANGE PEEL FINISH AS APPROVED BY OUNER ELASTO. ELASTOMERIC PAINT It ROOM FINISH SCHEDULE — FLOORS 3-13 ROOM FLOOR BASE WALLS CEILING REMARKS NO, DESCRIPTION MATL. MATL MAIL. FINISH MATL. HT. TI01 STAIR M S. CONC. NONE STUCCO PAINT vARE5 NOTE 15 I —TRASH ROOM 'I $. CONC. NONE PAINT 8'-T y' NOTE 16 TI03 STAIR VESTIBULES OFO.I. WOOD DW. PAINT VARIES BEEF .CSLMSP 101E6 TI04 ELEVATOR LOBBY �I OFD.1. WOOD DW. VARIES5EE RA.CEILwB FLALNOTE6 TI05 VESTIBULES CFO, WOOD W. pglM VARIES SEE RR.CEWNG P4YNNOTES ELECTRICAL ROOM 5. CONC. NONE BLOCK PAINT p NT V-I LT• NOTE 16 PHONEROOM $. CONC. NONE BLOCK PAINT 8'-71i�' NOTE 16 FL E ROOMS S. CONC. NONE BLOCK PAINT 8'-I 1,' NOTE W FL ICAL ROOM S, CONC, NONE BLOCK PAINT a. -I NOTE 16 RCOI 8. UT. 'G. NONE BLOCK PAINT B'-1 4y' NOTE 16 E ROOM$ 5. CONC. NONE BLOCK PANT PAINT' W-1 1y' NOTE I6 T106ULES OFAI. WOOD DW. VARIES tcE wL.CM,m KL NOTE5 T10STOR LOBBYS OFA1. WOOD Dw. V4GT pAIM VARIESB IwL.CEWfGPLAN,NOTE6TIIPESTIBULES OFAJ. WOOD DW vdR1E$TIII ROOM •8 S.. GONG. NONE PANT 8-1 �•NOTETII3 �1 S. CONC. NODE STUCCO PAINT' VARIES NOTE Ib T113 EGRESS BALCONY 5. CONC. WA STUCCO p INT' STUCCO S'-I '4' ROOM FINISH SCHEDULE — ROOF ROOM FLOOR BASE WALLS CEILING REMARKS NO. DESCRIPTION MATL. MATL. MATL. FINISH MATL. HIT. RIOT STORAGE 5. CONC. NONE BLOCK PAINT AIM l'-10 I!1• Ri ELECTRICAL RCCM S. CONC. NONE BLOCK PAINT IM T'-10 IR' R103 ELEVATOR MACHINE � M S. CONC. NONE BLOCK' PAINT B'-b' RIO4 ELEVATOR MACHINE �:2 S. CONC. NONE BLOCK PAINT 8'-b' ROOM FINISH SCHEDULE — UNIT"A' ROOM FLOOR BASE WALLS CEILING REMARKS NO, DESCRIPTION MATL MATL. MATL. FINISH MATL, HT. A101 MECHANICAL ROOM S. GONG. WOOD DW. F -II ly' NOTE I6 A= W I. C � OFDI. WOOD DW, CO XD B'-1 4T• NOTE 16 AI03 LAUNDRY ROOM TILE WOOD DW, wai PANT DlU/KD. l'-6' NOTE 15 A104 COAT CLOSET OF.O I. WOOD DW. Alll DWIKD. l'-b' NOTE 15 d105 DEN /BEDROOM 9 OF.O I. WOOD Dw PANT VARIES SEE f¢R. CBLFG RAN NOTE 6 A106 M46TER BATHROCM TILE TILE OW �Ajg DW F. VARIES SEE fGA.. CEILNG PLA( —EIS AOI FOYER OF.0.1. WOOD DUL j Aw pjy VARIES SEE RHL. CBLMG PLAN NO1E 6 A" STORAGE CFO'.. wood D. �A pANt DwA .. l'-6' NOTE 15 A105 BATH TILE TILE DW. Cppigp 'Dw/SF, l'-6' NOTE 15 AU0 MASTER W. I. C. OF.O.1, WOOD DO.. ANI CONCAKD 8'•l 'i,' NOTE K AM POWDER ROOM TILE TILE Dw, AM DWlSF, l'-6' - NOTE 15 AM W. 1. C. OF.O.I. WOOD DW Atrt CONCAKD 8'-I NOTE 16 AIM BEDROOM I OFO.I. MOOD DW AM CCNCAKD 8'-1 I4' NOTE I6 A114 MASTER SUITE OFA,1. WOOD Dw, ANI CCNOAKD 8'-T UN' NOTE I6 A115 GREAT ROOM OFAI. I UIOJD DW. MX KP V-I Y NOTE 16 Allb KITCHEN OFA.I. W.kJD OW. coA(9 qNT p p, VARIES 9FE �I.. CEILRG PLAINOTE6 AM BREAKFAST NOOK OF.O.I. WOOD polrt NOTE ib AIM DININGRQO'M OF.O.I. WCOD DW. COAM CONCMD 8'-1 FN' NOTE W A119 ALL BALCONIES TILE WA STUCCO 9TUCC0 8'-1 'y' BRGCfM F1Ni E ROOM FINISH SCHEDULE — UNIT nB° ROOM FLOOR BASE WALLS CEILING REMARKS NO. DESCRIPTION MAIL. MAIL. MATL, FINISH MAIL. HT. BI01 MECHANICAL ROOM 5. GONG. WOOD OW. $' ,' NOTE I6 SIM KITCHEN OF.O.I. WOOD 00, AMrt OaNO'w VARIES BEE l�L. CEhwG FLAN NOTES BOB FOYER OPOL WOOD DW. VARIES SEE F-L. CEILMG PLAN I-E6 604 LAUNDRY ROOM TILE WOOD Ow. Aw DWACD. T-6' NOTE IS 6105 CLOSET OF.-. WPOD DW uIl DW.ACD. I'-6' NOTE IS 5"DEN - OF.O.1. UAOD DW VARIES BEE RER. CEILM PLAY HOTE5 6101 MASTER SUITE OF.Ol. WOOD DW AM CCNCACD B'-I 'ry' NOTE 16 6108 MASTER W. 1. C. OF.O.1. MOOD ow qU CONCAKD 8'-1 4G• NOTE IS 6105 MASTER BATHROOM TILE. TILE DW, ANr DwlSF. 11VARIES SEE . CEILMG PLAT NOTES BIIO DINING ROOM OF.OI. WOOD ow. AM CO4AK0 a 71 1,' NOTE 16 BIII GREAT ROOM OFA.I: WOOD Ow. Aw CDWJKD 8'-I h' NOTE I6 5112 BEDROOM n OFDi. WOOD OW aN CONC 8'-I IV NOTE 16 SIM W.I.G. N OF.O.1. WOOD DW f aM CONCMD B'•I VG• NOTE 1& 5II4 BATH 1 TILE TILE DW Tg ppq DW $F, I'-6' NOTE 15 BITS ALL BALCONIES TILE N/A STUCCO PANT STUCCO W-1 11 O _ � �C 90 I. 5II6 OPTIONAL LAUNDRY ROOM TILE UAOOD Dw. ANT DIQ K . I'-6- NOTE IS BIII OPTIONAL BATH R TILE TILE DW. ANT DWJ6F. I'-6' NOTE M OFO.i. • CVNER F FNI*HED..OUNER NSTALLED O.P. ORANGE PEEL M. WASH MORTAR WASH NOTE SEE SHEET A-35 FOR WINDOW TYPE ELEVATIONS ' ROOM FINISH SCHEDULE — UNIT"C" ROOM FLOOR BASE WALLS CEILING REMARKS NO. DESCRIPTION MATL. MATL. MATL FINISH MATL. NT. CIOI MECHANICAL RCCM 5. CCNC. wom Dw. B'•I 'h'. NOTE Ib C102 FOYER OFAU. WCOD DW. VARIES SEE Rai. CEILPG PLAN NOTE 15 C103 CLOSET 9 OFD,1, WOOD DW. Kpjjg pyR CCNC/ 8'-I >' NOTE I6 C104 DEN / BEDROOM •3 OFOL WOOD OW. ANr CO IKD -I 'y' NOTE I6 CI05 BATH tI TILE TILE DW AIUr DW/SF. I'-6' NOTE S CIO& 5EDROO-1 I OFOI. WOOD DW — pM CGNCIG.D 8'-1 41' rvOTE 16 cw0 W.I.G, R OF.O,1. UIOOD DW 'g CUP 8'-I "' NOTE I6 Cm BATH •3 TILE TILE- D. j9 PANT DLUSF. l'-b' NOTE 15 CIOS COAT CLOSET OF.0.1. WOOD DW DWAKD, I1-6' NOTE 15 C110 LAUNDRY ROOM TILE WOOD DW - AM DWACD. I'-6' NOTE 15 CIII Di ROOM OF.O.1. WOOD DW VARIES SE R3L. COLNG RNL WTE5 CIR MASTER BATNROCM TILE TILE DW. ATrt D.W/8F. VARIES SE FSi. CEILEG PLdIt NOtE6 C113 MASTER W. I. C. OFA.1. WWD Dw. AM CKNC.KD B'•T'ry' NOTE C14. KITCHEN OFAI. WOOD DW VARIES SERrFL.CEILFG FLALNOrEa C115 GREAT ROOM OFA.1. WOOD DW j3 w- CCNC'✓KD V-I 4�• NOTE 16 C116 MA5TERSUITE OF.O.1. WOOD DW. ATrt C'ONCUKD 8'-I 11T• NOTE 16 CIII ALL BALCONIES TILE WA STUCCO STUCCO B'-I z• TBo IN '9m ROOM FINISH SCHEDULE — UNIT nD" ROOM FLOOR BASE WALLS CEILING REMARKS NO, DESCRIPTION MATL. MATL, MATL. FINISH MATL. ' HT. 0101 MECHANICAL ROOM 8. CONC. UgOD Dw. W-1 UG' NOTE I6 I,= FOYER OF.O.I. WOOD Ow VARIES WER3i MILwGft IY E6 DID3 COAT CLOSET OFA.1. WOOD DW. Aw DWACD. T. NOTE 15 004 LAUNDRY CL05ET TILE WOOD Co. Aert DwM . T'-6' NOTE 15 D105 HALL OFO.I. WOOD OW, Dw/cD, T-6- NOTE 15 D106 BATH I - TILE TILE Dw. AM D.AF. T NOTE 15 D101 CLOSET 01O.1.. WOOD D. AM DWgKD, T NOTE IS DI" DINING ROOM OFA.I. WOOD DW. talG.KD 8'-O' NOTE 15 DIOS I DEN OFO.I. WOOD DW D VARIES 9EEf CBLM6FLANNOTE6 DIIO MASTER BATHROOM TILE TILE D.aLrt DW/SF, VARIES BEEP CEILWPLA1NOlEb DIII MASTER W. 1. C. OFA.1. WOOD DW. ANr COHCACD 8•-1 y' NOTE Ib D112 KITCHEN OF,O.I. WOOD. P. AM p VARIES BEE RBL CEILMG PLA4 NXE5 DIB GREAT ROOM OF.O.1. WOOD DW. CONCACD 8•-I �' NOTE I6 0114 BREAKFAST NOOK OFA.I. WOOD DUU. R G% 4C KV CCNCACD W-I i' e'-I 'Iy NOTE Ib NOTE 16 PIS MASTER SUITE OFA.1. WOOD DW. DII6 ALL BALCONIES TILE WA STUCCO A STUCCO B'-1 Vj' BIEOOM HNBH CONC. 9D• WINDOW SCHEDULE — UNIT "AT MAPoK DESORPTION DETAILS REMARKS NO: TYFE UIIDTH x HT. - H J 6 At C. 4 0' W, x 2'-0' H, VASS 3/A35 4/A$5 HORIZONTAL SLIDER . NOTE I2 A2 B 5EE PLAN W. x 6'-0' N, 2/A35 3/ASS 4—M NOTE S, NOTE 10 A3 4 :3'-8' W. x B'-5'A' H, 2/A35 5/A35 &A35 ]RID THfdl 12TH FLOOR NOTE II. NO WINDOWS IN UNIT 'B' WINDOW SCHEDULE — UNIT "C" MARK DEscRPrlcN DETAILS REMARKS No. TYPE wore x Hr. H J 1 1 s CI C 4'-0' W, x 2'-0' H. 17A35 3/435 4/A35 HORIZONTAL SLIDER, NOTE 12 C2 D 8EE PLAN x 5'-5'�T' N. 1/A39 3/435 4/A35 NOTE 13, NOTE 14 WINDOW SCHEDULE — UNIT "D' MARL DESCRIPTION DETAILS REMARKS NO. TYPE WDM xH}. N J 5 DI D 9EE PLAN x 8'-SVr' H. 2/A35 I 3/A35 4/A35 NOTE U. NOTE 14 WINDOW SCHEDULE — FIRST FLOOR nARx DESCRIPTION DETAILS REMARKS NO. TTPE WDTNx Ni. u J 8 fl Ib/A-30 2'-0'x4'-2' A/A30 A/A304/A30 WkID w0CW 9EE SHA-3D AD w awRDESwNFF30w6 A/A30 A/A30 A/A30 WYA UMDN1 SEE SH d.'A am wlEROR DE5WNE16 DUG& F3 Il/A-30 l'-0' x l'-0' A/A30 A/A30 A/A30 4tlCD WWL BEE Sl A-30 AD wM4•'NOR DE41'ilE% W6S WINDOW SCHEDULE — FLOORS 2 — 13 MARC SCRIPT, DETAILS REMARKS NO. TYPE WDiH x Ni. H J 5 TI W.-30 1 2'-8' x T J/A25 o A-2B T/A2S NOTE I THIS WINDOW SHALL BE '5EE PLAN W. x 6'-4' HIGH AT PENTHOUSE (MTH FLOOR) ONLY. NOTE 10: BAY WINDOW SINGLE HUNG ALL 3 WINDOW FACES. CENTER WINDOW SHALL HAVE TILT FEATURE. NOTE 11: THIS WINDOW SHALL SE 'G31•8' W. x W-10' HIGH AT PENTHOUSE 03TH FLOOR) ONLY. NOTE 12, HEAD HEIGHT AT TAT PENTHOUSE (MTN FLOORI BAY WINDOW, ALL 3 SIDES FIXED GLASS. NOTE 14: THIS WINDOW SHALL BE 'SEE PLAN W. x V-10- HIGH AT PENTHOUSE (MTN FLOOR) CNLY. NOTE M' ADD 4• TO CEILING HEIGHT AT PENTHOUSE (13TH FLOOR) NOTE 16: S'-0• HIGH CEILNG At PENTHOUSE. ( BTH FLOOR ONLY > NOTE 11. WINDOW LOCATED IN EACH STAIR VESTIBULE TYPICAL, SINGLE HUNG WITH TILT FEATURE FOR CLEANING. INTERIOR ELEVATIONS, TYP. SCALE: 3/8":l'-0•' MEN'S RESTROOM, a, @)WOMEN'S RESTROOM LOLA"I[oA aF LOGL'ERO 4i MEuSuxWEK- IeooH G+�Z Ai woylElJ'S LOGe.E2 FooH ONLY• WOMEN'S LOCKER ROOM o MEWS LOCKER ROOM a' a WOMEN'S LOCKER ROOM IR mil IN � MEN'S RESTROOM a, � WOMEN'S RESTROOM (�V.) ^a E E�. I \ \I II c n rowan x TES ESAE�N� I Ll b OMENWOMEN''S RESTROOM S RESTROOM (sim.) WOMEN'S RESTROOM (REV.) Aa MEN'S LOCKER ROOM (sim,)WV.) Aa WOMEN'S LOCKER ROOM (eev.) � MEN'S RESTROOM A4 EGi� Ea, MMAUUFAC 2z 23 � � I I s MEN'S LOCKER ROOM Aa1—. FIXTURE MOUNTING SCHEDULE (unless otherwise noted): s. sone xxsa m seoxen - az m cexxesexxetle xsewsx. ,z WOMEN'S LOCKER ROOM (Fzev) INTERIOR ELEVATION KEYNOTES: ee .xxsts� xexa sem+x. y �eT� a nQuexus+ i�rax`esnep�xo awo xes s. c4p uREoxMRROLE VAI,ttTP Wi,ryi{I,EyI'LpL BKICzRAOFF xx exls�, useaxx �nsavxoe xxxs no a. °eu�,P�zeo MaKrLE sa ae�u�d (x1,EGRPI w/ uu?ER). .ce, xoe�. - .x.:ex exx e�,xe. »s exoxx. eAxe�. e, �cs�: � sxexx �>xowroe .xrx oxe . x-...xxxATxx xx:ex„exx.�e :ceeex:x eoe xxxxex <z .aoxex eosTu. ud:Te „ xroe Axo a nxex� xxeexxex x M,xxeo �:u. u«:rs �. xxxx xxn < xxee� xeeexxex xxo n Yx•��cE �BaeeP °roe xxxu exe..xx Axo exx:.,x eooeei. es. sxxxesxxw eo�o�w xxe. xxe x.xe xoe. INTERIOR ELEVATIONS TYP. SCALE: 3/8':1'-0" - 19 K) \ 3T Q0 S Qj / A� AIJGE 3$ n KITGN�IJ 4z 43 93 MAIL ROOM 42 GOLUh11J I o" 701'LOLk 45 MAIL ROOM (OV) ¢"411G.1{x4-o"LOIJL�ScuPFEe (sElllllv)� ,'"AHIL TILE (TOIJ sFT PT 4Lo 1xuj1l�uous LO{1j1714 co CAULK HE76L FLG.SILItl(� _ 2�1 LaurlNuouS ExpAIJsIaLI Flq�(I11ls I oN 4L -VI4 oF'NG HEHNAUE No lTE" 1,14HT-WFIGH( daZlE.TE. 04J STAIK STEI,FF USUL- F>;aH BoAlzb oN K"M'4(I iMSE. II.l STALL rFa HAUU- FALILII¢Ew.'S SPECS ' P1 4,4 6uT A5 sHOWIJ �1, 2x/o INTERIOR ELEVATION KEYNOTES: pe v c� I ens sxovxsexrxaasx aecaexute. 39 - _ �a Ism e�pro e�M �a wxs app xee 1: SOirviEDeMtRnBn�'.xvn�iir i WIMx14jE([dt 6KK51'I.ASN Ally & LTYCEp Hx x[paanoGCM'+RAhFV /I tE4.....x/�x exoR) ,1 ace. xoel. snoex leaov:oe uexe xrp - rvex eaa .uxh 38 uevapexxr s s u°-1 ar aaaaxxs ncvenxxp p �.x.xep .xxe pr.xe xpaapaxa pa aae xr �o paxu x.xa „ xppe xp a expo, , ceaxep, b - Aa azip anepa. " ` apasxxc uxxxxe aexca. �' uxpup eosru px xa�= Gx �u"p��.xeal ucessep xxro ex maven cpxe, v�pe xxxe cux:axx uro cuaxaxx emas�. 47 SASS I� LAHIUATE PALITSY PR%'i2E WIT4I FIv6 AO,u,_S E ',T-Y20FoAH Co12.uILE LAS 5'HGWN) Flul"HEn WITH FYI-ITNETI[- STUG60 Fi '-S A bIH I'?Cf IJI.SUEo ALLHIJUH �61LI4IC7 tUGLo ellzd le HEAP LouTluu ous GAUT Sr1zIP . 5�8''z'jUGlo FINISH• 5�8K Ilo Gh•U. HFHGLB 42A NE. OIJ ' LOYE.V I7oP STL.460 WITH A LA<.IIJs ^;ouoLlrE" L14HT-\U61GHT .EEAC1. TkovlOE Gov Allv CAULk. L01.16✓lE 1E OU SrAl2-STEFPEn ph ,C'.E4UIR.E V. IUSU uvE�H I30AI•=V u C•E2ANIG TILE ( HIJ'"LT PEvroi4l� 7 ICCio FIU C1 SASE. II.ISTLv-L 7EL. HAULIFAO1u`2E¢'S , FENE'jeA7141G' C oFLOPEv APECIFICAiI orJs " _ toTlcE16.,ErF , :ae� FL. ' 4'7U640 FIu1sH 00 V-1218B En METAL LATH .x c Go{I�PTE PALcoy1Y �LA6. 5EE 57eUGTURAL neAm IJCS`t,. ou '/4" METAL HAT GHAUIJ ELS C L4' 0.c 11J 1'I Z" 6HANUELs e Z4" o LI, {?OOP SLAM (i PoP-TE COG}IEV'- FK"oH tow e, 4.AL' " 5EE �TW1 L7up.AL pe4wIJG5• r ......... ... HETAL S'TubS <. Gx o L, BTU 66o Ca N1aoL J--I OINT DETAIL [1 DETAIL A4 SCALE: ,1 °:1•-O' 4 SCALE: 1. 1/2':!•-C° / 4 BAR Y`� @ MAIL ROOM A A4 '.FIXTURE MOUNTING SCHEDULE (unless otherwise noted):. CIZETE. SLAB. SEE 41I2 UxAL L?kv4l. n I 'S5/v" HETAL s' TU bS e " o•c. I 'kuouc-bowl-I' TEX TUI2Eb FII-NISI-�. Z'ouTlNuou=� nTIVOLIp I2EOTAUOGUL4k LIliHT— I b'V- NALL 6012u EV 6EAV LILTHTIUCr GHA1J"- L B'r- '191V1$low I u0ld gyp DETAIL 5�8" Lnx pW�Voob IT G. IL - 'sLA6• SLE S TLUGTurtAL P�AWI4J GTS • s/4" �Tu66o FIt1(9H "J L EXI'AU0En HETALATHaI Ir, Lam. elwl LV1F1B FELT 011 /z" GOJGYCETt ;1,009 �LA�• E.XrEaloz 4YP'SuH GoAlzr OF) 351g" HETAL �TUn'- SEE �TI6UCTU12AL Yl1V�S. gle" I�Ta&-eo F1014H.— L'DUilN uouS STEEL ANGLE. 4.TU6C0 EOJTPOI_ JolUr- 54" STULG" FIUISH w sTU6Go 60reWE- G"v E)WAL, Lr HETAL LATH- oJ 15 L65. 6UILo1IJ&FELT aI.I ' IlZ" EKTEYLI•+21TYp5LIN (3oAYGP STUGLo Go �U EIZ -I gA7- 95/m' HETAL bTuns 6 — IG" oz. n DETAIL A4 SCALE; Tor Lock TfoH OF 4L46 I/2" bIETNALL Al-1 T/�''• METAL HAT 1 LHAuuELS � 24" O,G. ou 112'• 611AuuELs 0•6. sLIsnENnEb FI.2OH 001-1612E.TE �LA6 ABOVE• r1i° t 0 yOTTOH OF /,LAB ILI¢ETE BLAB SEE .LIOTUU.AI- OkAAVIUt 91•D° �" METAL Is7Ub— MIFI(,T Pg-(\VALL CtY7i•- S f3LaGKIIJLtI NTTlµuous� H -ITILIUOUS voop- uc wG, TEN VEb ACOUSTIC LEILI-�LIi ADETAIL 4 SCALE: ;FIN IL,NE•h dl,lw lllu'n I PALIE TTU✓ bFIZ A JTs. FINISH MINuM TTF FAIL F Lap / HETAL KU�ajwet La ETE RON- SLAB, GµANMEL3, SEE. GTUIaAL ITVLTS, PIhE I�NuTI ,ATTA6H " To 'SLAB rm UF- A-n,w kS 1 t1 - ...... ..... ...... .. .. ,IU 4¶emu , L0o✓LbItJATE IKUOLK ho wN iEXTUpElV WIN STkZULTUa.AL FIUISF{, I ELIGMEE✓A. STVzIp FLo12 ESLELIT ouE-NoUl2 flaE-12gjEb LILTNTINGT, WALL A"SMLI Lj IIFKG I X 7VALE. gETIVEEIJ \VI'IZ°O. Vr FEa TO 'Flrc SAFETY PLAN S'I EACH LI(4HT FIXTueE. G120WI-I HaULVIIJ Li: 1/2"' PaY\VALL oN Ve L J #ssl-44&CII/a"x G'/4') METAL 14AT GHAuuELs BY °SAS L�AFiZMEu, a ZO0•L, ov P/,, IUL.",OKANpl2o`/E.V HETAL LNAUNELI E4U1./a LENT e 24" O,L, Su�nEUVEe X4 F101-,HEb LuMOER, FIZOH ANC, SLA W-(WALL 60K EK. \VIVTH AS REQUIIeEV Y EE-AO. 6Y FIRE ZHUITEI¢ EOGE Or COLUMN I�AIUT 11.1'�ItzE of HAWU FA6 TUaEb LAVE 1WHITE I• 3"' n DETAIL - - -FIOUYt FI12EL'ATEb A - 4 SCALE: VALL UZEM7LY Wplvo. FHEW- To °FIRE SAP PLA HS" WOOv �LOeKIIJ6 A, - h 12E4ull2 Eta. STEEL TVFROM - FLoaa tooSrrzucivaE. s'Eeu w6E ToN 415.70,1 pouoLE IW GAULTF j METAL s'TUb BEAM To eFAu OPENIULT 35/� NETAL Stun FpAHIUI� e Ib"O,L. I I2aY\vgLL LOLLI.IE12 ��EAV 6T�(p) V .-.VALL CT(P) I Al� 4zEgL1iwFp. b'zY1VALL LALIUGr �tEEL Poo✓t SELUQE To STEEL TLIgE PEI'z boo a- LiLOpE 4TULL0 Up 1/v' O hALIUfAL7UIzEIZ'S Fl2oM E-ALH EbGE, 12ELOHMELJbA71oN CAi s14owN). 12V-(WALL, 3S/9" METAL ITues 12 E IG" 0.6, d� � N $ nDETAIL 4)DETAIL A4 SCALE: �// 4 SCALE: 3° 7'-0" e,'V-19 BLAIJ1-E7 CO{1TI FIU045 V21j'GeoOVE. II-ISLILATIOIJ. — 35/b° HETAL 3T4Y1 �kALIIJI{,/Z' - EXTE— 4 SEGU, To b18Y1VALL ON '` B SLAB AtioVE, / �\ '18" METAL HA: LHA141EL4@Z40.6. - Li, �\ 4 01-I 1, HETAL- LCHAIJU ELS e. Z4' - - G'ALILKIU V.L. ��SPELIVEV SLAB AEOI/E. °iYpf- si" cLo � , - - '- 'kO\/ p E4'UIV, / IK4IOLK-bowt.l' - LGUIJTE12 FLAZHIIJ CT g5/�" METAL STU7 M-EF101I ,NEV 4Lu HIN UM - OVEVC faAHIIJCT @ fe, C,, &alLlwa�k CSIr,ILAa Trro EX TElb 4 $ELUI F aAILING) To ILA5 A&OVE. --- ATTA6H To \VAl-L, N A44 LAIJT Sii=1p Ig EYouV. 72' PIZY\VALL CTYP). -- SASE- FLASHIuLT. SUSpENnEn �TULLO G�✓�uE12 gEAbLTYh'.)' _ I AC-1,TIGAL TILE T' - I L4-PL'/ BULT'U!b l , � LEILIIJLT. 5/8" Is7ULC� Flu KH LT(V.— 11 PIN\VALL L0121J EN PE AP CTY4',), i-I'on --Ul-.--\, .-I WALL SECTION 43 SCALE: 3/4"A'-,0" x FIU ISHEu ALUMIOUH ILIU LT SX&XIG LHL�, SEE �TaU L1U utAl, 1VW4,. Vol¢ 12EINFonLINLT, STULLO LA61N4 BEAT 4 L'AULl eokl6aEtE SLAi& � 15EAF1, SEE S'712u L7UvtAL �I'AWIukS. ANI'-'f HOLITAI2 \VA3H To ALL IUTEL)IOvz sIUaFALES. ,LOPE STUCCO UP /b° Fn0r1 EACN'Ev�E ,A�- SHOW". 8>C3 ><I/o -G.M.U. hEE YCULTUK6L OµIGS. 11x' EXPAN �.IOLI UOI4JT sEE•s'712ULTUI2AL- baA\VI1.14S. � F�u�An�IJ luF"ovMAno+a. 4OVr STULGO LIP 1/6" 5/a"�(UCGo F101144• BXIG bHU, VILL 5g"sT L1 LLo F120H EA60 elDE•- 97XbXI6, 6NL7• -STzU6T1J12A1.-60WM1,1 ILIO eK e.HAEp . :LLS ABOVE ACCESS fILIIbH• STUCCO Lopu1E12 13EAb CTYP). UHg \v/ ,UEL W GoINGQETE, _ 4TULLo Go¢LIE¢ IeoGNeEp EnGEs. 31OII —C,1ULL0 GASJULT- f3EA0. GAULKIUCT., 5/B"STULCo FILJI9N UAbGiYPJ, Louf 9i gow IX) e o,KIlw,! III® fVL 'WEEP HoUSLIcWtal —KILL GELD W�Co11L 2ETE. MOULLnl� ouub STU660 ''-for AREA PIWI l (1 FEh. - ;LIQLIIb-,Al°I'LIED t712 PbLopE t omvo To OUTsIpE — WATEVGI°7. OOF 10 G oH1 Q7k47x // (,HU• ZX(, STIFFENEKL• 'H. X 36°lvALU NIUUrI d ?IuT6YZ WALL. J ROOK 12" t'W--N/ALL EA.pESLEu O less paU EL. �TuI ,;o 6A41W* 131Ab. �` —go64 afv. eonWIUAM slnE. WITH - L.AI,112L�AI°E 0 METAL $TLIPS• r',o LILYtETE SLAB, SEE y; A126HITELT, 41uLLo Lot lg- .1011-Ir _ STIZULTUOAL OW4e- _ EACH 2.1vf THIS IOdATI00. A- DETAIL MALE: F .DETAIL - 44 DETAIL 4' 44 4 $GALE! H/4LLO° SCALE: 3 SCALE: 3°:1'-0 SCALE: 1':1'-0' 'U6IE6TE BEAN. Ma H04TAW- \VAAN •v.ULTU✓tAl. b\vL{S. {4 I-AluT 9" SfUGLo FIU ISN• b - 6P U LLo GAsINl�, �EAb. , I' BEVEL 4TuLt0, -IT NIP (,T¢zoove, P12.EFIKI ll NRvc ALL EFINISHEb ALLIHIUUH ki4 JTIU CT ,I' RAILhou FLAuGE, B 4)DETAIL SCALE: 2EFII-IISH Eb Aw Hwun� • 41LII-I tf N W Y5 ° cEFW ISH Eb ALUHINUH �sr• � m a vZ �rcQh� zEF141tSHEb ALUrIINU11 � nYQwV - . 7UNT1u Ci-FLAN4F `'„J41�' ITH WF4P POST "ULCo COIx NEV2 BEAb '" `� �8"�TULLO FILL IsN — iJX 4XI (e GNU LL CELLS p-SC. bXbXI6 GHU• T�UL1UAf1l 17r2A�VIKI�S. ' DETAIL 4 SCALE: 1 i/2':1'-0" Rerlvl`�Hep Lu l�Iuum Fa AH6 i IPO�TS' ZEFIUISHED ALUHINLIH ODUTINCT FLAI.ICTE, IITH EHVEP PoST _ TU640 LA41 4 5E.Ab, pEVEL `;TULLO /8" 'SrUGLo FIU INN. : "- L - MOUAC. WASN 6 MOT, ILL SELL', PrV- ,TYLRu1zAu, b1V4S - 8 X`XI& 6HU o DE1 .TAIL FOWaTN FL1012 A3 A5 THI.p FLO°{2. "uJIT L" °BALLO A4e 4 \\ 0 A 62 Z'KY I.IUHT (,TYP) I \W REV. SOIiZI T. uLTi o,J A T- NouI2 FIKE-IZA1E W u I --' i ASS 1—N L04STg GEa W?1505 WITH 4WJV AITEOu1111.J "Eu 12Y tl Jo (" L'AT?S ZS'° 4L1NI, FLOOW � _ 23'-°" '19 BLANKET IJz Tlaf! A - SKYL14HT \VELL L1Y0 - A43 _ 7 g I � / A44 16'-T4v r _ BEYaun 17 O" 'i� U� K LO bT" paEfIJISNEn ALLIn IuuN wuJ k L11'WEIZpAIZ,KING nEGK BEY E ' c � 42 nSn FI1267 fL0 K Lo aY° _-}- ti9 4 gnL1.0 LDWE14. 7A'2ICI LI G'pELK 29 cece w " 5.; V O ✓ GARAGE/TOWER INTERFACE SECTION H 44 SCALE; UARDHOUSE DRAWINGS IoLo" OR co a /i / i O _ WALL SECTION A4-. SCALE: 3/4°:1'-0" _ h I101.142 V pEgalN Ct Ioq'-oo" cY EIU�k 100�0 VAY 7Up/F, F. 31. IIAT i BearXX xoxoe I. - as. o. am5omay a exevnrxox ox rexxsxseeem. ae ex a/e o� eLlITT 1-1 .x,;s�= _cure ex„xx xxo u�xxxxx e� 1srP.l. F1o'fE; 100�0" pglun lFF ELEVATION SHOW:-! pdK.- 4-UAEbH046E IS SANE 45 -7,90 FItJISHeP F4002 E4EVAIJOO 'WH AJ Ow CIVIL PVAWII_IC.15. EAST ELEVATION SCALE: 1/4":1'-0° WEST ELEVATION SCALE: 1 /4°:1'-0' FOUNDATION/FLOOR PLAN SCALE; m X 9 PROVIDE A COMPLETE 9f,CURlfy Sy3T6m w,l(l CwvE , tAowroR5, 12ONDUI15.4 CABLESl M0,1191II& 3 M0N.1'70,Q5 IN tdtpNP HAU., I CAMERA Ai. EAGN VUILPIWJ l MAIN ENTRY Q QoOL EN -my, CAMERAS ON GROUAI? I'LOOK OF EACH GARAGE I �.MERA hf ?00�- A*1P I CAMEKA 01J ?oP o6 EAoN 6uu.Ow6. m ROOF FRAMING PLAN SCALE: 1 /2°:1'-0° REFLECTED CEILING PLAN SCALE: 1/2°:1'-0° TANK F EFPJLB SEE tltLUw ' TRANSF. VAVLT 6" WATER LINE, BACKFLOW NTER & WATER METER BEFORE RELATION CO W/CNIL ENGINEERING D ELECT. RM. CAR( PIPE CHASE FOR" ELECT EMERG. GENERATOR 6"01/' ROOM • r DOMESRC PUMP P-1 108FU SUBMERSIBLE HYDROMATIC BMSPUMP OPS 33AB, 50 GPM, I E TDH i/3 HP, 120 VOLTS, 1¢, IN 1 X 18"X 18" SUMP rs'UP y-y 136FU NATE i HR. FIRE RATED CHASE RING 3/47CD & TRAP F i L. Ipl- �2,0.sVSPK. DRAIN RISER �,.�\\RESEAL P-a 3' fi -768F 1" 4" 4' DV HYDRONEUMATIC _ 6'01 /8" 1- 1 1/d CD TANK 5"o0pg rn • 72F 3/4 4" - WV 1"CW U 2 1/2'%2 1/2"X6" TRASH RM. H YFLOWU -136N AN SE -643FU- 6 J F F 2 F 8" & Y IN CA F.C.O. Al 601 6"01�8" U 2950 643FU TEST TEE I `TESTO TEE 6" FIRE SPRINKLER LINE, BACKFLOW PREVENTER & FIRE DETECTOR BEFORE INSTALLATION COORDINATE W/CNIL ENGINEERING DWG, SPRING *PRING MOUN NGSHaFLGOR.4 THICK C.. - VALVNO AT EACH FLOOR PUMP NUMBER PU-1 UCATOR GO. —WA ER F LOCATION PUMP ROOM �00 i 100 U. T.O.H.(1N FT. WATER) M H.P. R.P.M. 10 + 10 JSOU P EFTtCENCv 65% VOLTAGE11i M0 O.D.P. 60 �O.G.P. TYPE DUPLEx-cLosE couvLE) S MANUGACTURE MODEL SPEGLW2ED PUMP CO. 3658 C S2E CONSrttUC00N 1 2 2 CI.B f. NNMN H OPEMTNG WE GH - S aEC E — BLOCK 52E 2 % PUMP WEIGHT D U L5- E ACESSORIFS: 2.- TEMPERANRPRE65 MSOR SOLETIOLD PURGE FOR E H PUMP. �.- FRERIN ANGEO ISOISOLATORSRS SPRUCE MGH ROWO. PRESSURE SWITCH (2) — tFOK1' GOATEG ED, ANUSTNG. PILOT OPEPAIFD PRESSURE flEDUCING VALVES WIM NON SLM1, NON REVERSING —RES. A S.P.E.C. CONTROL PANEL SNALL INCWDU GRCUP BREA ERS, MAGNEOC GONIRA-IORS WOH ANUSTABLL THERMAL OVERLOADS. MIN RUN TIME OE1AY5 H.OA BEIEGTORS SWRCHES. PUMP RUN PILOT UGHTB TOR EACH PUMP. ] DAYS PROGFNMEI-E TIME CLOCK. FUSED TWWSKRMER WNH I'S -- FUSED SECONDARr. MNN PoWER TERMI— BLOCK. U.L USIED CONTROL PANEL. W/CML ENGINEERING DWG. HYDROMATIC SUBMERSIBLE PUMP , WW,, OPS 33AB, 50 GPM, 0 If _ cc\ _ - _ TN H18"%318"X 118" SUMP 1� 6"S.UP , 6" UP \ J' �\, r 460FU 184 U `4 IL 67S.UPFU . / A/C _ \� BICYCLE STOR. r B" 6- �/ EI 6r01,8" 3/4-CD TRAP `4"CW UP 1" E- J r 7 I -II E .UP-]]F 200FGITIII■ 1/ 6"S.UP J r- I� ` T ESTANDPIPE UP RqS� 475FU �. • - CHUTE2"01/ \ 22'SPK DRAIN DISCH SPK. 6"AFIN. LAND SCAP IS R 1' •UT -OF 1" 295014UP MAW. RM. -� 7SPK. DRAIN RISER -6"(rot/8"-614FU 1-1/4"CDOI/8" FDV/r 6. 6-675" HE 3/4 ON .I. � . 1"UP H rFL WRCH /4^ TRASH RMIt\. i !6"01/8"-189FU 4 RING JJ 7 F 2 C HE — J 6' 2' 6.S . S & Y -. — - - — — ® --_r 3/ "CD & TRA CD UP - -- _--- -- F 678FU 6'01/8" F.C.O. & F.C.O. & 29504 —� TEST TEE TR�UNE BE TEST TEE ON C( 0 DINATE /CNILEENGINE RING DWG, ICI I GROUND FLOOR SCALE: 1/8' - 1'-0' PL DLE GEND L W.C. SH SK. WM D.W. UR RID OF S.SN ED AC uvnTORT-.. WATER CLOSET U8 SHOw UICHEM SINK WASHNG MACHINE OSHWASHER URINAL BIDET DRINKING FOUNINN SERVICE SINK FLOOR OWN W/ RESEAL AN CONDMONINC , W.H. wATEN HEATER C.O. G—OUT v VENT G.T.R. -.-ROOF W W0.5TE VS VENT STACK SS 501E STACK FCO FLUSH - SOIL OR WASTE LINE VENT UNE — _ — COLD WATER UNE — — _ — HOT WATER UNE —CD CONDENSATE DRAIN UNE CD ED MH CATCH &SIN ROOF DRNN _.UF —� — REUEF E DISCHARGE UNE .t- HOSE BIB W/BACK ROW PRMITER GATE VALVE GO DP ST CONDENSATE DRNN DEAN PAN STORM IMN - ��...((( 8—BBBWlllNN��VVVV GAGE LOCK --H-l— BMXRAW PREVEMER — C GAS UNE H.B. HOSE BIB W/BACK- v REDUCER PW FLOW PREVEMER PRESSURE REDUCING VALVE RUMBLE CONNECTON —DP DEAN PAN UNE Rv0 CV W RELIEF VALVE DISCHARGE GnTE VALVE CHECK VKVE — ST STORM DAMN UNE y_ PRESSURE CAGE —vr— FU NW NO HOTLNE UNITS WATER CHECK V E O OP RISER Cw COLD WATER O Cw RISER GO RISER RVD RISER Q OSANOARY RIEER _- 8FIVia.ER LEGEND �- FLOW SWRG1 SIDE WALL SPRINKLER HEAD ,X SIDE WNL I -END CW NR SPRINKLER HIM • UPPoGIIT SPRNKLER HUD -�H a ECK VALVE —F— FlRE LINE PRESSURE GAGE C.. FIRE HOSE CABINET F.D.V. FlRE DWARTMEW VALVE SPK, SEA KIER F.O.C. FIRE DEPAHIUENT CONNECTION —0- CONCENIRIC REDUCER -¢ ECCEMRC REDUCER 10 ON, TO SPRINKLER SYSTEM--1 r os.xY IS. Il 1/r DRIFACE 1/A. SIGHT CU55_ I vAl .6t VALVE `UNION I-I/4' GRE r 6'STANDPIPE TYPrAL FEE VALVNO AT EACH BOOR ELEVATOR WALL TOIYAS GI CHAFGE'C ECT CHECT VALVE E_A OR FINISH FL00R 1 t 1/fat 111011C FRAME REMOVABLE OPEN STEEL CPATNC SET ON ANGLE FRAME SUMP PUMP 6a16xi6' DP. SUMP ELEVATOR BUMP PUMP DETAL NOTES: 1- E%ACT LOCATON OF SUMP TO BE SPECIFIED BY F.P.L ENGINEER BUT ENDUED BE RY AN ONSIDE WALL DO NOT INSTNL SUMP OUTSIDE wALL ENO OF PIPE r PAST WALL IN FRONT OF DOOR' E%CWDING CAP). INSTALL S,. 9Q GALV. ELBOW. 2- SUMP IS NO INTENDED TO GONTMN ALL THE qL FROM A FORMEND R. A SILL UNDER )GOES 5 SDLL NEGMNEG. PVC1tl6BNfp END OF PIVE. CAP ON J- RVAULT DRAWING 1NDKG LOCATION OF SUMP AND G—GE r CPLVPIPE. PE. I&V-D BJTH ENDS. RESSURE LOCK ALWUUM CPATNG �APoNG BARS t'K J/tf SPM:ED BRACKET.— VAULT FLOOR ]/ T ON CURTER GROSS BARS 1/Y* IT SPACED C ON CENTERS, OUPSUE c o SH GRADE. SLOPE TO SUM GRATING TO BE SUPPORTN BY 2aY'a1/4' TO CONCRETE SU1CH ALUMNUM ANGES BOLTED R PER ALL MREE J/6 pAMEIER SUMP PER 51Ic OMER IBE CONCRETE AT TOP OF TO nCCOMODATE GRATE IF PREFERW. LNG MUSr NOT E%IEND ABOVE ttR ER ON ENO OF PIPE. 1+ T THICK SOLD FlAOR OUTSIDE WALL AURLT FLOOR DR N AT pRNN AT REINFORCED CONCRETE. FOOTING AS REQUIRED. PLAN VEW. S SCR SIM ON FLOOR OWN SEE DEAL. PROFLE VIEW. F. P. AND L. OL STORAGE TANK DETAL N.T.s FIRE RO`ROE AN AUTOP S.I.T- PROTECTION 5Y52M N 11—CE WNH THE u1EST NFPA 13 EOTOx THRDUCHOIII THE EIITRE BUILDING. THE PRE PROTECTON CONTMCTOR SHML SUBMIT SIGNED Mo SFALEO p NGS M ME AU1110RM W.NNG JURISDICTION AND THE ENGINEER OF RECORD FOR APPROVAL BEFORE PRMEEONG WOH NtY WORK. GUAPDWN M004 J11�2-�F R�E�4ED MOUNTED WIM 10 IH. M�vC THE FlRE p%11NGUISMER. INST�MA% 1MUM STANCE OF ]� k MU COVEPACE OF 2500 SQ. NO E sINSTALL ... THRo1NCH-our 0AP & RECRURON —I.NUM DISTANCE ALLOWED BEwIEEN I.B.B. SHNL BE ]5'. klOIII ENE CIINDEIXING CIS EGRAIIG1 AND ELECTRMAL ENONEfNS =" a - - �'N RTH MIAMRI�BEACNE�iL ]Jt69 TELEPHONE: (Jp5) 65J-0212 FAX: J05 fi5J-0232 C STORM LINE BEFORE - fi" STORM LINE BEFORE INSTALLATION COORDINATE INSTALLATION COORDINATE 1-1/4"OP & 3/4"RVD - W/ CML ENG. DWGS. W/ CNIL ENG. DWGS. DISCH. TA.F. GRADE 1"DP & 3/e RVD 1"DP & 3/4'RVD UK..6'A. F. GRADE DISCH. 6°A.F. GRADE STORM LINE BEFORE 1-1/4'DP & 3 24-DEEP INSTALLATION COORDINATE �DRYWELL 6' . - GRADE 6' STORM LINE BEFORE W/ CML ENG. DWGS. — — \\\ DISCH. 6"A.F. GRRADE INSTALLATION COOROINATE� W/ CIVIL ENG. DWGS. 6'01 !T' T P (TYP. LIBRARY • �/ • I� _ _- _ 2500` • 10"0DRY % 24" DEEP 3/4" I DRYWELL. . 3/4" 9 '" 6"01/�" • • ( 6701/8� z Q'..I 2500a DISC/YT & 3/d"RVD tl 12 : 29500 2950/ • ^ 25004 \ DISCH. 6"A.F. GRADE 14 1-1/4"DP 25000 ST � CD 1-1/4"DP & 3/4'RV) IIII� ST SOCIAL ROOM ST 3/4'RVff & DISCHARGE 6" ABV. FIN. CARD RM. • 24FUIT 1-1/d"OP� 3/y" f GRADE. UP 16"01/8" • 24FU O Up, EXERCISE ROOM 3/e CD &T i68FU A/C 6'UP 'LI 22FU ( TRAP \\ C 3/4"RVD (�(�(� • 20FU N • 4'fR L 3/4"CD & • 6. 0 v • A/C •� 3/4"RV 25 RAP (TP. 21 �• 0 C 1-1/2"DP O I-1/4"-- 01 /80 SK To 1/e ?• DISC/<" \ • 6' 0 2. 120M 6"Ot 8' CO • eRWL UP 0 • 1_i •Y CONF. ROOM• 1 /4 D i 168FU CD s e 29504 0 / _8q MGRS.01RM. L2O1/8" 199N / / 4' 6" -84F RWL UP C A/C 2FU/• 99FUg 223FU • 121101 2"GO A/ YCD A YYC L 3/4' & RA /�/� • 1 1/2"-_6^01/8" TO 1/8' 6'S. U L./L/ 1 RVD & 442FU 3�4'RVD & ❑s •209FU RES 1 F • j� 84(U / Q MAIL _. 1 OR UP i DP : P U 252FU 01 6 /8 S.0 2 • 36 • 6 16 ' \ Ts. Ul�P PIPE 08l 68F'/ TRAP (TYP.) CD CHASE / • 47RWL 29504 ="STANDPIPE _ TON. • • YSPK. DRAIN UP & ON. UP & ON. ON. 84FU O 468FU 2-1/2"FDV H G RISE • /4" TRASH CHUTE SPK. RISER. YCD UP A/C & ON. 1-1 4-CD 0 1/8" ---- ■I� 'If �v©vermas I_veav�®© T IL"6M�©0©0 L�v©veam�l© �av �IMFZ= 'T vOlmm �O 3© 780Et•0 RxnEi c FoncRErtIi —.ZED SfFFI RODS PROPERLY s sr¢L cHwxu TRnPL� NHaal oETAI NOTES: 1. S51Eb 312ED FOR 1 i �uLV2060GCUPAxCY. IUYN 6WROHE6 TO BE E. (uccs`iRlr'�D�L.cox TORR sou 1PoCN DONNECRDN6 TO MF DEYN:E6). ncr. 6'S.DN. • 442FU 6"S. UP • 184� • 24 El i. CRWL *UPPER LOBBY 1" es. UP & ON. 77FU • • 67STArvDI DR UP & N 2& ON. 2-1/2" 4"RWL 18501 4"RWL 900/ 4"RWL 900/ 4"01/, / soo/ '-4"01/8" 900a 6'01/87-36501—�� FOR CONTINUATION SEE DWG, P-9 FIRST FLOOR SCALE: IT - i'-T (UNDERGROUND ROOF ONLY) (SPRINKLER HEAD O CEILING) ZER p S—KB SB i MMK BVB o ' �. s �. PmE suENF _ rw¢ PRooE � ov°iN xis uxD TYPICAL VEiRICAL WA191 PPE '"'PORE DETALB uE. ON t EBBU B 77 �xsuu wx PIPE suTF vlvF suL •rIH xoN- °PnlooP D src� ux TYPICAL lIPE WATER ppE FnlxD 1IP011011 POOP OEPAlB 1-1/4"DP & 3/4"RVD DISCHARGE 6" ABV. FIN GRADE. 10O X 24"DEEP DRYWELL. O -1-1/4"CD 0 I/8" au 1D� e- BOB J TD N-T ETEFL SFµ �� smu Bu BAB Dsi¢L sAB tours D .EOs F Purr, n16rnNUllaoN. Lff]H1dgU✓D PPE 9.RPORf DET- ELORIDA E GINMDRI E-T ACES GINEER6 +URTU.V BEACH, R. 33169 TELEPHONES .105 65S-OYfT dos /8" 72FU A 32 CARD RM. BILLIARD RM. 17 SOCIAL ROOM 26 � 29 6"-24F EXERCISE ROOM 6701/8"-22FU, 6"01/87124FU 1 1/4"DP &""""""�� 6"-110F 3/e RVD DN.� 4"RWL 6-S. D 4"-72F 25004 22F DN y2-�4FU 22FU 99.FON 699FUN _2"_1_ 0o Y 1 6"-24F 3l 6"SG.FU MGRS. RM "RWL D - - 4"RW _ 27 SLEEVE 30 6 UP 95010 21 22 2950 U O 4"-721` 3 �O 47"01/Y 4®1/8-66F .®1/Z� 4 4 4� �6'-48FU 33 4"-133FU 4" 6'-12F SOLd1UP S 3 295D �J CRW 1/2" 1/� �2 ®128"-22FU _84 3" 20 23 3" OO� "S. IN, �A 1 16 Y, 3„ 3/4" 3" 21" rav 1" 27 28 35 4FU D Oo �� 1b / ov DN 6'DN 67 24FU 4•�/ DP & o i O/Y /4"RVD ON.rl LJ BA 1/YDP MAIL RM. 16FU 1 1/4"DP FIRE RATED DROP LING 2 1/Y SHUT-OFF FOR PLUMBING P GI "RV VALVE (TYPICAL) 3 V 1 3 "®1/ OFU 2 1/27 6 ®i/8- 6"®1/8-24F 6"S. DN, 6"01) 170F 4 DP 3 108FU 5 4. 'S. O 36FU 4"®1/8-48F R CO UATIO ` 1 E G P-1 4!'RW 2 6"STANOPIPE 2950 _L 7 2'"SPK. DRAIN UP & DN. U.E FU c O.S.& Y ---- �2"1 t YV UP FLOW SWITCH FL DOMESTIC PUMP i"FLUSH RING RISER 2D TRASH CHUTE SPK: RISER. CONF. ROOM\ \ �1"DP,1'CW & RVD UP 5 ❑3 1 1 DP 2 ��// _ 1" ZI 3 RVD DN. \1 1/ W 3/4" 4 S. MAINT. RM. O�O Y 6'SFU UP 77FFU UP & \\ 1 3/4"\ 2" /4"DP 1 /2^S �\ :4" RVD 4" 6" '6'-24FU IrRW4 — 4"CW DN.4" 4p "1/2., OO 2950QUP 6 \ 42 SHUT FPF 2 I/2" ST VALVE 40 -108FU 6"STANDPIPE 6"S. DN. 6"-24FU UPPER LOBBY 4 YG YCO®1/Y 192FU — 6"-36FU 2""SPK. DRAIN 1/Y1) UP & DN. RW DN. STORAGE 39 _ 2950 4 _84FU \ FLOW SWITCHY 2 2"V U YVr X� / C � 7 1/YCW 6"-48F DN �X� 1"FLUSH RING RISER TRASH CHUTE D+ N- - - - I� X� �X�I -- SPK. RISER. DN— -_ --- ___ ---- L T 7 F-. 7 NOTES: ALL STORM LINES ®� SHALL BE INSULLATED FIRST FLOOR SG4LE: I/T - V-01 (ABOVE CEILING ONLY) Ee000le63 '..ar.•.'e: EJU RMECHeNMMIN DNFl£CiRI�C'uEs : 1'e b_ eo. 9578 ERS ��f♦t�i abael P-3 6n — 7 -EPHONE If os3 653-0212 ago 11111 SYSTEM A-B & C FOR CORED HOLES SYSTEM A-B & C POURED IN PEACE -1 •c-Y CONCRE 4 a_Y - q_Y caaEco r �nm SLEEVES & FIRESTOPPING Use Pro Set "Frestop ossified in the Building Materials D--I-A tested n-Y by ASTM E816. Use all applicable pipe penetrations through fire Z.. walls or floor ceiling assemblies in accordance with the manufacturers inslrucfions. A. Use System "A" Penetrators for water lines, heating and cooling lines, fire standpipe and Puc[ sprinkler I; —and electric and c cation conduit. IN B. Use System "sB" Penetrators for c stm ion D- pipes c ectinq stocks. and drains. ^-1 C. Use System 'C Penetrators for plastic DWJ pipes conneclmq stacks, and drains. 1. Use Casl-in coupling PeneTralors for poured -in -place c rete with metal o and forms. 2. Use Cod h le coupling Penetrators for cored holes through concrete floors rand walls. 3. Use Split Wall Sleeve Penetrators for sleeving pipes through gypsum walls. FOR METAL DECK WITH "q-S POURED CONCRET USE 51[Ef METAL PAN RECEPTOR FOR u. PROSET FIRE STOP N.T.S. IN— CON 'A :EMSMRS`. U.L —SU"' IN M. ED BY U E. USE FOR PIK ONS OUGH FINE NA- E,OUN,, RA-B ON ELOOR/CE.NO ASSEMBLESN _R-1 .. E NANUI. & USE PENETRATORS FOR ,, Ul" 'EAINO AND —U. ONES, —UPIPE AND SPRI'LER UNIES, TENKRATURE — .— PC AND E AND COMMUNI 0 110 OON.' PENER. — OR �R� B. USE SEU PENEOUU'ORS FOR — IRON OWN PIPES FOR 11 AND 1"11 PI-11 FLOORS CAUUSEES PENETRATORS FOR P_ .. P". FOR _E AND DMNS PENT—RNG OR N C E—U � PE EONS FOR K-.—E PIPE lENENG ROURS OR 'A-r 1. USE USE =1.11UPI�Nl "I 1 FORPOURED-IN-PLAC E CONCRETE ON STEEL FORMS 11 —IS ON P"" "—" FOR CONED .NIXES "... PRE- UP NG CONCRETE IN FLOORS OR —A, WALL — R FOR Ell. NG THROUGH M IA0 ROOK/ CEIUNG ASSEINLES, 4 USE SUP _ C, COUPLING EDE POURSO-IN PUCE CO- _ ON CORR,U US— CORRUGI) 4 POURI. q 'NP—E co.cE- GYPSU. 3 THRU 13 FL8. FN:.TD �L.-T.. OF TR..F..N CONDENSATE DRAIN � I DRAIN AND RODE MANIFOLD SEE DWG. AC-4 I U 'CW & ON. ,/27CW TO MA CE MAKER. W Li -- MASTER SUITE i •A MASTER III 3 � SUITE DEN 0 )l • `CD RISER X� • 3/4' CD \ & TRAP gREAT ROOM i" 0 • SK OPTIONAL — 3 GREAT ROOM • - CW RVD & DP RISERS I • , -\ WC L WH_1 l� HW. • r01/4' BIDET — X • L_ 4" R L „ (OPTIONAL) we 2500� 1/2 2"01/4' L Di •1/Y-SK--P. DI S_ APARTMENT 'B' sH T � ( o - OPTIONAL BEDROOM - - KITCHEN / BATHROOM. 3/4roW &— ( W9 1/Y HW ON. X 1/Y-4 III SCALE: 1/4" = t'-U 3/4° in �__.. I SK III BID L� o • 1/r X /SK W/ DISP. 3/4 W H 1/-Cw & SwOH BIDET HW DN. REF Q - 1' -_ RED 1° 1 OPIIOlNL MASTER SURE L ow 11 T r • \ i/2"Cw TO ISER \ WC 3/4"\ 1/2- • \(CE MAKER Ryp RISERS - YOt/4° 01/4" T \ J • 1/r CW TO 4'RWL W -SCMAKER E . 2950� S J X DEN \ \ /• A/C I • 3/4' __ �1 /Y A/C PIPE SLEEVE WC l� / /\� / • RI TRI�( • \J 3/4�/ & \ // \\ -�L CW & HW ON. TRAP SH BI ETIO 1/2" \ OPTIONAL DEN I L T0 WH-sK. -;' \ �\ 1/7 1/2„ BEDROOM GREAT ROOM '—\ RISER 3 4'CW & /Y RVD & DP RISERS nAn � IN /TI � WM � - 1/2. WC� L wM s 1/YCW & HW _ rcw & `j\ 3/4"CW & _ 1/2-HW ON. 3/4" -J CW RISER. D RISE • �_ O /GINNING SP. L 3/4. • • 3/47C O 4"RW 2950 RAP. I 1/2"CW TO ICE MAKER f�9 O 5"STANDPIPE l REF. /J / �� JI1� / CO RISER. �• -SPRINKLER DRAIN. /// 1 /2'CW ON 2-1/r FDV 2"-3 1/ C 1 ♦• 1/2CW & HW DN. X TRASH CHUTE SPRINKLER RISE 0.3 & Y L FLOW WITCH BREAKFAST L • BEDROOM ..� FLUSH RING RISER. BEDROOM 1 TOP FLOOR ONtY NOTE: %LOFiu� E GCrvE�NG MFR CES ALL REFRIGERATOR ICE MAKER COLD AcT�CAxEERS�I� WATER UNE MUST BE CONNECTED WRH - I TYPICAL APTS. 'A', 'B', 'C' KITCHEN NRFAM OFOLSDTOPAT VALUE, SUPPLY / T sc— t/4" = 1'-T FOR ALL UNITS). I smEET TEGLEaH KVE 3�6 EL 211i69 ws 1-may GENERAL PLUMBING NOTES 1. ALL WORK SHALL CONFORM WITH ALL LOCAL, STATE, FEDERAL ORDINANCES AND BUILDING CODES GOVERNING THE INSTALLATION OF THE PLUMBING SYSTEM. IF WORK AS LAD OUT, INDICATED OR SPECIFIED IS CONTRARY TO OR CONFLICTS WITH LOCAL ORDINANCES, BUILDING CODES AND REGULATIONS, THE CONTRACTOR SHALL REPORT IN WRITING TO THE ARCHITECT/ENGINEER BEFORE SUBMITTING A BID. THE ARCHITECT/ENGINEER WILL THEN ISSUE INSTRUCTIONS AS HOW TO PROCEED. _ 2. THE DRAWINGS ARE TO BE CONSIDERED DIAGRAMMATIC, NOT NECESSARILY SHOWING IN DETAIL OR TO SCALE ALL OF THE MINOR ITEMS. UNLESS SPECIFIC DIMENSIONS ARE SHOWN, THE STRUCTURAL, ARCHITECTURAL AND SITE CONDITIONS SHALL GOVERN THE EXACT LOCATIONS. CONTRACTOR SHALL FOLLOW DRAWINGS IN LAYING OUT WORK, CHECK DRAWINGS OF ALL TRADES TO VERIFY SPACES IN WHICH WORK WILL BE INSTALLED AND MAINTAIN MAXIMUM HEAD ROOM, AND SPACE CONDITIONS AT ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS APPEAR INADEQUATE. ARCHITECT/ENGINEER SHALL BE NOTIFIED BEFORE PROCEEDING WITH INSTALLATION. THIS CONTRACTOR SHALL, WITHOUT EXTRA CHARGE. MAKE FIELD MODIFICATIONS IN LAYOUT AS NEEDED TO PREVENT CONFLICT WITH WORK OF VARIOUS TRADES OR FOR PROPER E%ECUDON OF THE WORK. 3. EXAMINE ALL DRAWINGS CAREFULLY PRIOR TO SUBMITTING A BID. CONTRACTOR WILL BE REQUIRED TO FURNISH, INSTALL AND/OR CONNECT WITH APPROPRIATE SERVICES ALL PLUMBING ITEMS SHOWN ON ANY OF THE ARCHITECTURAL. AIR CONDITIONING, ELECTRICAL AND SPRINKLER DRAWINGS WITHOUT ADDITIONAL EXPEN- SE TO THE OWNER IF DISCREPANCIES. CONFUCTS. INTERFERENCES OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WR171NG THE ARCHTECT/ENGINEER IN AMPLE TIME TO PERMIT REVISIONS BEFORE THE BIDS ARE SUBMITTED. 4. INSTALL MATERIALS AND EQUIPMENT IN A NEAT AND FIRST CLASS WORKMANLIKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPLACEMENT OF ITEMS OF WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AND WORKMANLIKE APPEARENCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMEDIATELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF THE CONTRACTOR. 5. START OF WORK BY CONTRACTOR SHALL BE CONSIDERED AS ACCEPTANCE BY HIM OF ALL CLAIMS OR QUESTIONS AS TO SUITABILITY OF THE WORK OF OTHER TRADES OR OTHER CONTRACTORS TO RECEIVE HIS WORK. THIS CONTRAC- TOR SHALL REMOVE AND REPLACE, AT HIS EXPENSE, ALL PLUMBING WORK WHICH MAY HAVE TO BE REMOVED BECAUSE OF INTERFERENCES WITH OTHER TRADES. 6. THIS CONTRACTOR SHALL OBTAIN AND PAY ALL INSURANCE, FEES, PERMITS ASSOCIATION DUES, ROYALTIES, AND TAXES OF WHEATEVER NATURE SHALL APPLY TO THIS WORK. HE SHALL ALSO PAY ALL INSPECTION FEES AS MAY BE REQUIRED BY LAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMELESS FROM ANY DAMAGE AND EXPENSE ARISING FROM ANY VIOLATION OF THE LAWS, RULES OR ORDINANCES. 7. PROVIDE MEANS "FURNISHED AND INSTALL". 8. DO A COMPLETE JOB, EVERYTHING CONNECTED, READY FOR USE. 9. SHOP DRAWINGS THIS CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP DRAWINGS OF EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL. 10. AT COMPLETION OF JOB THE PLUMBING CONTRACTOR SHALL GIVE THE OWNER AN AS -BUILT SET OF REPRODUCTIBLE SEPIAS SHOWING THE EXACT INSTALLATION. 11. PLUMBING CONTRACTOR SHALL PRESSURE TEST ALL PIPING AS REQUIRED BY CODE. TEST SHALL BE WITNESSED AND APPROVED BY PROPER AUTHORITIES. 12. THE PLUMBING CONTRACTOR SHALL WARRANT ALL WORKMANSHIP AND MATERIALS FOR ONE YEAR FROM THE DATE OF FINAL WORK ACCEPTANCE BY OWNER. ANY BREAKDOWN OCCURING IN FIRST YEAR SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER. 13. PLUMBING FIXTURES SPECICATIONS TO BE SUBIMPTED BY ARCHITECT AT A LATER DATE. 14. PROVIDE SHUT-OFF VALVE FOR EACH FIXTURE. 15. WHEREVER DISSIMILAR METALS ARE TO JOINED, A DI -ELECTRIC FIRING SHALL BE PROVIDED TO CONNECT BOTH TYPES OF PIPES, 16. PLUMBING CONTRACTOR SHALL PROVIDE AIR CONDITIONING CONDENSATE DRAIN AND TRAP, SEE AIR CONDITIONING PLANS FOR LOCATION OF UNITS AND DRNNS. 17. MATERIALS A. COLD WATER PIPING DOWNSTREAM OF WATER METER SHALL BE TYPE COOPER BELOW GROUND AND TYPE "M' COPPER ABOVE GROUND. B. COLD. WATER PIPES INSIDE OF SLAB SHALL BE TYPE "K SOFT COPPER INSTALL INSIDE POLYETHELYNE CONDUIT. NO JOINTS PERMITTED INSIDE OF SLAB. C. SANITARY WASTE AND VENT C AND SMALLER SHALL BE CAST IRON HUBLESS SOIL PIPE OR PVC SOIL PIPE OR PVC SOIL PIPE AND FITTING WHERE PERMITTED BY CODE. D. STORM LINES INSIDE BUILDING SHALL BE CAST IRON HUBLESS SOIL PIPE OR PVC SOIL PIPE AND FITTING WHERE PERMITTED BY CODE. STORM UNES OUTSIDE BUILDING IN PARKING AREA SHALL BE CORRUGATED ALUMINUM PIPE, E. CONDENSATE DRAIN PIPE SHALL BE SCHEDULE 40, PVC PIPE AND FITTING. F. WATER HEATER RELIEF LINE SHALL BE TYPE "L' COPPER. A/C UNIT PLU 0 1/g TC CONDENSAT RISER i HORIZONTAL RUN REQUIRED AS INSULATED WITH (PROPER SEAL) ARMAFLEX CONDENSATE CONNECTION TO A/C N.T.S. 3/4" CD & TRAP CD RISER - BREAKFAST X GREAT ROOM 1/1— CW T0� ICE MAKER 11 o I SK W/DI4 51 III GIRL_ — _J _ 1/r 1 DINING DIN, UP & DN O CLG. OF - 1ST FL ONLY 5" R L DN_ 2950� v / 2950 82"-7 BREAKFAST II MASTER SUITE MASTER SUITE X X It W/DISP. JK IW - RE �?$ r -` �1/2' 1/2' 1I-�I 1 IWC r / WCi ON 1 WC CW DN.• SH\ \ 3/4" RVD & 1 DP ON. / UNIT TYPE "D" REVERSE SCALE: 1/4" = 1'-0" ROOF DN tDN LG. OF FLONLY O CLG. OF L 1ST FL ONLY 2' 3 5' RDN 2950j 3' 9 501 �`-4' RW UP 1/ r-3FU 2950 _ 12'V4°- _ L • _ WC 3/ �9F� 0 1' CW D . • 3/4" RVD & I STH FL __- _____ _ r / x r �• r ST+` (mJ r_ 1LFr 7,H R TYR) r STH FL ,/a -tDRN�AN 3/a 3/a r Hn r r SRD FL RNN P _k r __...... d 3/a' 000© 00 p©pp pp I I ©ID 00 D I IA MN.V,L), K161,K UIA(;HAM R.V.D. RISER DIAGRAM CW TCGREAT ROOM MAKER I DINING I ■■■■■■■ \■ ■I UP & DN .Y _� h■ 1/r • SK t UNIT TYPE WDW SCALE: 1/4" _ ,'-0" r aun RA9ovEspuric FEE OOR OR ROUTING 3/a CW RISER MINIMUMS — ✓ $UI' k DP RISER HEATTRAP , T & P REUEF RISER OF LOw TOP VPLVE WATER HEATER PIPING DETAIL N.T.S. & TRAP (I '�CD RISER ON TLNIT �A' pOp■pMf]�p■■■■ .:: :��::: yii:i :■i:�:�■■■i■■�:� ■■■■■■■a■■�tl■S onou■ra ■,:: F.au 00 ::a�aaa:oo::e:: ::iii:■ EN 6� UPPER PARKING DECK SCALE- 1/16' = I'-0" t� Set/e' — - ,17'/" Y UP ++ Y Y DN.\ I S uP 1111�� NB D 1 3/R N` �/ up 1 l If u � � R�,L P p¢'35D 6 UP _ POD — J,a ON 10' S 11950 t5300A ' . 1D' t 9�01/� 50¢UP l B W I NVSTORM ��ppppONCOORDIN4iE Wli�i1 CML UNE BEFORE ENGINEERING DWG. nLIL LOWER LEVEL PARKING SCALE: 1/10" = 1'-T .5...�LT......loo., ..aE, !EEll.EEEEEEE9 lou.vl.�i llS.i■::!.l■.l..E . H!N!!NlSSl1 IIHHHn.w.l ' n� oorrralll i��i SliiS�Socs ire u.000rui Sl.........I HC]Iit0�11.0^R.1 No rrHH.l .. ••]rl^i..l ..S =11H�•l..l .Ha; ..!'EN :: :!! ! ' m "'o NE NOTE: PRONOE G0. AT BOTTOM OF FACH STACK. �l _ a/ SANITARY RISER DIAGRAM. NT.s �.I 3 OFF WATER RISER DIAGRAM N.T.S , rP d.11N d 71N\� I O F A^ O J�O d dsoFl d 1 jl L 4-0 O1j6N d��J F j h�Z h� h0OR I apON '- ia" h� 1 • I k° hOO �h 1 1as q�E NOTE: PRONOE C.O. AT BOTOM OF EACH STACK. 0 u dal/ Ode O d A 5K 9 CO d,,a1N fFV 10 F h 00 1 R Jn0, ! N l F 00 h„O�9). l" hool 008 �O51Y \�•JI F \` f^" d 2h 7osa i F� d /F / FL DA �C NEED I4 IERiC LES SPRINKLER RISER DIAGiAMIt � NTS / � d t Ja T w. I6HM SIREEI - (B�FA)C 6 R. 1110 ,E FAxEJ05) 65J-OlJ2 NOTE PLUMBING CONTRACTOR SHALL MAKE ALL NECESSARY VENT OFFSETS AT ROOF, IN ORDER TO MAINTAIN A MINIMUN 10' SEPARATION FROM ANY SUPPLY FAN AIR INTAKE, J L 5"VTR J L 4"vrR J L5"VTR J L5"VTR J L 4"VTR JiL 3-IR J L 5"'R J L 5-'R J L. 4"VTR J L a"VTR J L 5^ VTR J L S,.VTR J L 4"VrR J L 67WR J L 5"VTR J L 5 wR J L 47WR J L 4-WR AIR CHAMBERS FLUE RING 1 2- 11 1 2' I r (° r I1 rl r ( rj I I - 1 n n h-Yv r i N-ry rk2 v �ry �ry �2"v 4' 1--3^ 4" I-3" 4" H-3^ 4" ri (i ri rl rA I A r I ■ om I � L r rl rr r /r 2, -v. ,rj �,-2V I I ri ri f' I ' �► I' I' - I 2-1/Y 2-1/Y - WC CL .0 I I _ r I WM WM I SK Ii WM SK L r01/a" 7/v I W JISP. i t L YOt/4" L�r`LYV T f i SK SH f'1 SK WM (i L Wcx r 1 L Q WC C.0-_--_-- 1T I SK '' WC ' C.0 C.0 C.0 ' �n/\ ' r0/ 4" (NPR =Z I I 1 L / 3/4" PRV WC WMO i SK W/DISP, 2"®1I4" I j 21 SK C.O C.0 4" H 2• T a _- I In �r 26 r i SK L L 5 2 T (�-2 V L T WM 2" O (i SK SH SK T 2"Ot/4" 2-1 /2• ASP. I I 2"Ot/a L T/SH r DW, 4"-66N I 122 -TES--'� �L �Y� 'C.0 Z ' ' �M C.00 OPTIONAL H JJZZYYC.O T 2-1 r 2-1 2' 3/4" CW (TYRv WC C.0 I C.0 GO WC C 0 3" C'0 C.0 _ C.0 I C.0 I SK WC'CO.0 I / / _. -. ._--- -_.—.---_._-- C.0 6^ C.0 T I C.0 4 .A C.0 WC SIT C.0 CO 6, C.0 C.0 WC ` Z T 4. I 14 2..\f U 1 42 _____�) _____�� ) ) WM i3" \3" 2-1/r SHUT-OFF VALVE r 4 6 T/SH 2" a 6" 4"-]2FU C.0 1" SHUT-OFF VALVE 24FU 48FU 36FU 12FU 84N 24FU 60FU 60FU 72FU 48FU 24FU 72FU 90FU 22FU 11FU 66FU 133FU OO OO O OO OO OO OO OO OO OO BA 11 OO OO OO OO OO 2OO OO OO OO RISER (- FLUSH 1 l] 2 41 3 10 33 4 39 5 12 ] 3] 6 9 8 35 l3 30 14 21 is 28 16 2] l8 24 19 25 20 23 L 6 2 5 3 4 O 26 42 40 31 38 34 36 32 35A O O 22 29 NOTE PROVIDE C.O. AT BOTTOM OF EACH STACK SANITARY RISER DIAGRAM C.W. RISER DIAGRAM N T.S. N.T.S. 1 nT"f 1 `uc fu n j a Wit« nXM'YJ51 M' T2 a aaaa::aon ... .. m <-Uv.. AHV1-110NEs LINES UP TO \ ARU-12 REF.UNES T— TIGHT FIG F iBIFB I I I I I I I I I ' 'Rp. LINES \� AHUtlJ mPHSFORMER REFAX TO VAULT ' FNFIUTWN 6Y 6x6 N 6.6 O/A IMAI �E DUCT A— COL UP W/ FO NTAIfE DUCT GHEET METAL PE SETUBW.RON^ / , �� AHU-e , ,bxl snROR i0 REF. LINE DOWN REE LINE DOwN lOIrvER - ♦ O'LNx PADHOUGENEEP NC - _ p t6�8 8B 6:8- Ell.R LOWER Ox6 --- X- - E O / WALL /, lR —F OUNR BPACKETS EF ONES llY 11 -'r Dx12 Dab s�`\`.-I,, 3602 6xe ]6x12 EAL. , UT 21//// ' C p EAL ` CARv0.S CONNECT10n Fp EtfC ROOM 6 SR GR— PPNG PIPING 225 N— SLAB U.D. GLIB *'KGEN— To cu-1, 6 G 2 250 N.' I / 0 FPoRIED 2G0 I]5tE£PU OER L GIAB RLIMP ROOM 0.0.L. W/FD CU-a' CONC. PAD 16`11 GENERATOR E PIE TRABN ROOM ^ _1260 R AWAv ITCEWRMINNAIFON POINT T S L _. ♦ DD-21 APARTMENT ABOVE G W5 NTAKE C Po j OAL4 .NO ALL A/C UNIT, w„ITE .:. WNBNHSCOOUNG'/ACW62xW AMPG F.LA. AT 1-1— DO SEER GROUND FLOOR SCALE: 1/9' = 1'-EP REF. UNEB- HVAC IEOEND RIGID DUCTWORK SR 90EwILL REGISTER ft W/ ACCESS DOOR FLEYJBIF DUCT EG EGGCRATE GRILLE �-- SIDEWALL REGI P O.A.L. OUTSIDE AIR LOUVER .L. EWAUSi NR LOUVER ®— CEILING GRILLE SF PP v FA — — REFRIGERANT SUC110N h UWID LINES. EF AUST FAN - © 61NGlE STAGE HEAT/COOL i'ERUOSTAT LINEAR OIFNSER 0 x i F SO DUCT MOUNTED —E DETECTGR O/A W111 AI CEILING GRILLE WBIC FEET PER MINUTE R/A RETURN AIR CONDENSING UNIT AILU AIR HANDLING UNIT - ELL LOUVERED DOOR RAG IURN AIR GRILL£ 0 EF UP TO A UNI (' EAL .o...108mno.. .1 UP TO .ou.n UP u s.� , 1-2A"Fi0 �oowri NEs UP TOUN i 2ax6 GAFF L 1B:t2 UP'_ 0 E ET TION E1-12 CARTl , �r RUP T E Fi0NAG 6_ �. OPA. xt0 UP NTO CHAGE ABOVE Ma�`a 16 IIII FD Q wALL GP z6D G = 1 22G0 CNOT.--T■ �. CU I III Ox '/ MAI ■ d II�� -zD ` DRrER ABOVE Roo1. - RD 0 PO DM EKT WALL ' 2e _ OIL. OOEL#ACpl62KW AT 120O,H6�0T 4 •: v'1'.'I'a n EBOOOJ863 LO GINR NO SERVICES 4MI I T . W n µµl cM p ELECTR,CAL :- HAN ENGINEERS g r_ ■� �L AC-1 _ a'-�ljR uMi BFPCN 33,8v . R''A-aTMNONC. f3051 b�Sl-0:,2 A..mR.'.,.�.o-..- ..1F1 •x• �oo��000000000 ORMUZ �oo��000000000 ®e��aeeeeeeve ae��eeeevaaee '�m'��/��1i��yld�ll�l��i�1i♦7G�iR�J 191 Vlli\��/��1�J�'---�— 1 ME L STANDS FOR ALL AHU'S SMG`FLOORACCESSORIES: KE DETECTOR IN MAIN RETURN AIR DUCT FOR ALL AHWS -IANDLING 2000 CFM OR MORE, 3: ALL ALUMINUM CONDENSER COILS (FIN AND TUBE). 5 YEAR • • AND COIL WARRANTY. 4 INSULATE SUCTION LINES WITH 1/2 ARMAFLEX ------5 WEATHER PROOF IDENTIFICATION FOR ALL CONDENSING UNITS INDICATING WHICH AH OR ZONE IT SERVES. Q DISAmm 16.8 R/A CDOU DOWN TO PLENUM BELOW —IL Q 1ax12 R/A DUCT DOWN TO PLENUM BELOW ANU-12. Q 26x1s R/A DUCT DOWN TO PLENUM BELOW ANU-1 J. © 1ox6 O/A — DUWN wlrN axs — To CONNECT To N/A PL£NUMM BELOW ANU-19 AND 8x6 TNRU FLOOR SLAB wIM SQ RE EN. O 5. 0/A INTAKE DUCT DOWN TO R/A OPENING OF ANU-10 © 18x8 R/A WCT DOWN To PLENUM BELOW ANU-18 Di 16x6 R/A DUCT DOWN To —NUM BELOW ANU-1a, 0 18x8 R/A DUCT DOWN TO PLENUM BELOW ANU-11. Q 1-0 0/A INTNLE DUCT —N TO R/A PLENUM BELOW ANU-11, ® 16x10 TOIIET EKNAUST DUCT DOWN TO C1uW1- SPACE BELOW, O TO AT/A— INTKE DUUAnOx DOWN TO CRAWL SPACE BELOW w/ © 6x6 0/A INTAKE DUCT DOWN TO RETURN uR PLENUM BELOW µ -15. ® 12x12 FIRE RATED AC—S DOOR FOR LINT REMOVAL FROM DRYER CHASE ABOVE. OR ALL FOUR ORVER CWSES. NGTF. FI 0OF ALL DIFFUSERS AVO OUC1 DECMNUSTUST BEE COORDINATElI w1TH NRRIOR ECDPAwINGC SHALL MAKE ALL C. SEE %C COTN TRACTOR THESE CHANGES. NO xNUS WILL BE ALLOwEp.— DAL NET LINES UEWC/A DUCT' E DUCT OOwN I / AHU-12 � � � MAK 0/A --� //(� r 2ax18J 2xt2 CO-2W � � 26.6 W/IE xd �axGRa 12xtc LD dw fOxID ttCD 2w 10x 12x,2 CD 4w t2 ECO M 6 .e `' S00 CFM ILt0 ' INTAX�A �I OLARD tOx 0x6 SR 330 C. / T� —� M 50 C2t2 CO-dw 2x8, O,z _]w 3,5 LFM s `�� U _ B �s24 D 0/A„STAKE CARD ROOM T Lye j 1 - 22x20x 26x8 " RAC , AN - n M R. 9D,iO�M 5 Ox,0 j—� D i 22x10 RU Df SLPH 20x,0 jjOx6 2 Tm ,2x,2 C -2W _ W_ 950 CFN1 L� 12- CO ANU-f0 MANAGER'S OFF,CE J00 CFM 1. CFM Y0 12W. 600 CM SLEEVE t2x6 25D CM`w O O �5 dxt8 xl 6x10 t0 O - " rdOcl 330BC \30x xe 0/A 6 / ON Ox6CM Rw11 N N—E 16xta DC SOCLAL RDOM x` I6RW Dum 1ox,o ( , 10 _ D 2zx6B O ]axto FD 16xe oo crw / ItOx6 200 CFM 22x6 SR 22x6 SR FO x6 1 6x6 EO 10 \ ✓\ 20x,2 I 126 GM \ —T3T5 CM ]'/5 GFM x1 i1R 50 12x8 6CCM (TYP CF 5) L— 0 E 0 � AHU 15 x6 Fn+�rl 00 C" 2 2 CD 2W TR D x10 1zx6 0/A R1 l I Xr alu 1J CT ` D,e u �� IOxe FD 9 LD 2 2 CDM2W 10x aBx26 FAG arU 10xt0 8x6 OP'BxNe W/wM5 \ DOWN Dza.Ja t9 ~ ` L JOxn10 P�RAG 50 CW_.. _. ___ —_ F—� - a9x24 T ]dxt PHUOWu i� ioo CM D. GD100 CO-j II \ REF, ONES DOWN TO 50 GFM >w w/ i- i zpx,D ax 6 { y 6 ID ,e ID 26 AHU ,8 j 2ax10 - I J D I I 2 -- -- iE aP i L — - r6 s sR \ ox6 od6LFft BzB C R = = 14x6 _- 124 q/1$2\�,6°� MNNTENErvCE 12 s CEO _ I \\\\� T00 CMO_a, ' A. CFM W \ _�. 150 CFM I x �t .2 r FD OKAAHIMIRU BOTTOM It` w//AA INTAKE W— DO FM RE ONE 1— ED x / S 6 C ]6x6 SR i6x6 S \ yl 0 �D 6>5 c 5 c ro / «N h 1 ax,0 EC 2]6x6 B =ER F 3 I E ❑ E ES nOCUT — �/ X 23O CFM \ FROR CENEMTOR IEF OM F' �I i 2]0 CM o k J � 300 CFM WNOET BELOW j L / 30x12 1BOB C, ATT UPCO 6x6 oUCT uP /'I� 100 cFM T6x a METAL 5FOFAGE Roo aENEFTDRAnONR00R P OEifiAigNR00R / \/y 30xf2 x,2 f00 CnA 2W M P N /// - _ _— �— �� AT 6 RootsoCE _ \ IBx180UCT UP s/- / ] R ] r i `L ex6 6 -- L S SUSPENDED � � 300 OFM B— S—US C DED 18.16 DUCT UP / J S C X uLr v 0 CNA9T ABOVE f/ NT I I � \yl RD. E%ACT LOUnON Oxe � IBx6 Sft � I W/ F D ROOK � � _ V. -_ - y 0 CHASE A80K \ 36x,2 10z8 ]00 CFM PENE1RA.nON WEN FORA \ i ROOR �p MAK all CAP U 21 X 0' 3 0' 0/A X �s 0' 2 T 0/ EBWOS6B OF AH 2 R/A NU B A•(E LOWER E OWER R RDA ENGNEERNG SERVICES NEED ECTMCX I � I \ I FIRST FLOOR I, \� \ SCALE 1/51-0'DDIED THE SFNR vNESSSUR�N THE FIRST FLOOR O SF-5.N O E R00 M. " VENTIIANON B ( —� E FIRST FL R D Ep B ON THE ROOF) S— LOMROLLED BY THE FIRE HARM EL UPON IRE SIGNAL FROM THE FIRE —M PANEL H STAR PRESSUNIS-ON FANS SHP1L S- 2. THE KSII"I" SUPPLY FANS SHALL "i THE—11.ULE E%HAUST FANS S— TTART. UP , THE 'NL CLEAR' SIGNAL FROM THE FINE NPR. PANEL 1HE Siuq vREGSUR�LITION F SNNL TURN OF . }. TME vFStIBULE SUPPLY FINS SSHNL TURN OFF. F E VESTIBULE ExHAuSi SHALL TURN OFF. �cn�c�arr..y:R��Q��a�nseEza��mvo ®®®®®®®®®®®®®® ERG00 ,E'jyRIENCINµpIN ING SER ICES y GGIF"RS er F STREET BGCH, Ft 33169 'E �PHOrvE. 1 305� 65]-03�2 METAL SCREEN FRAME ANGLE IRON REINFORCING WHERE REQUIRED STANDARD DUCT MADE WATER, BOLTS TIGHT, STIFFENERS MAY BE INSIDE. SCREEN DUCT SIZE + 25% 159 MIN. ANGLE RIVETED OR SPOT WELDED AS REQUIRED R 1/2" x 1/2' SCREEN 12" N. R=W/2 FLASHING 18" MIN. ROOFIN MIN. RECTANGULAR GOOSENECK NTS `J O DUCT 2Q ACCESS DOOR O INSUTATION WHERE DUCTS ARE SO SPECIFI D ®FLOOR LINE (IF NOT IN EQUIPMENT ROOM) Q3- HIGH CONCRETE CURB AROUND THRU LOOK EOUIP. ROAM S ©7. CLEARANCE PER 12' OF DUCT ON ALL FOUR SIDES O COLLAR (SEE NOTES) OB I- TYP. ALL FOUR SIDES -1/2'XI-1/2-XIO GA. OR gO HEAVIER ANGLES SNUG TO FLOOR h COLLAR ALL AROUND ® -5 SLIP © WALL © FLOOR SLAB NOTES. 1. COLLAR GAUGES: A. FOR COLLARS NOT EXCEEDING EX 36-W DR 2e FH 6 GAUGE 8. FOR COLLARS CEEDING 36W OR 24'H-14 GAUGES 2. ATTACH ANGLES TO COLLARS WIM 1/4" 20 BOLTS h NUTS 12' C-C M MIN 2 BOLTS IN EACH SIDE TOP h BOTTOM 3. INSTALLATION SHALL CONFORM TO NFPA-9M 4. PROVIDE ACCESS DOORS TO SERVICE FUSIBLE LINKS AS REQUIRED STYLE "B" FIRE DAMPER DETAIL NTS aaasommmmmm ®omemmrmmmm av' W (n Q d } Fit �RNF TOs, F66�n;2 : � '111111 " - NOTE: A/C CONTRACTOR SHALL: INSTALL CONDENSING UNITS CIA ROOF AS SHOVN ON THE PLANS AND IN SUCH BANKER AS TO MINIMIZE -THE REQUIRED LENGTH OF REFRIGERANT LINES. \ r\ 2. SIZE THE REFRIGERANT LINES TAKING INTO ACCOUNT \\ OJSTANCE. HEIGHT, AND FJC UNIT MANUFACTURE \� BPS 3. CLEARLY SNW ON FA[H [ONCENSING UNIT THE } APARTMENT NUMBER IT SERVES. ONlrxsrAxp Lso vrx } F MISt e[90rPORiFN Ax �' 0 XOREp Yi,nK°RRELa[Ex � / x1TRIUrxN,ap"EE"aFFx -� Ce eFE« \ n�eoscEGF � psc f FES \ ••n \ C x 1 /> STEEL..I'D,, 1 AA LU46 LU-8 C - -3 CV-8 CU-] EF-1 / Rypl r O �■�� n� m m v'�er rrA ® effii © ,�� ("♦ �� CO DRONING '.�1=�.1- ra�u��Loc�:::<�:•w`,�cc .c. v• ..r, ac. ! =f�1 �t �� ._�l'. .cam s J- SIX CSINFOLPAREL HALLTUNT TO D P da 6 ✓295015 ] PANU 2 � .t I- EH 2 I---_ .__ - EI \ c00US"ES �xelR US"ES. CI INFETMCOL A`.�a LI L 11 WEATHERN000 5 W: WIRF MESH B 80%3000Ci OPENING WIN WIRE MESH SCREEN 80X30 DUI IRNING WITH WIRE MfSH SCflEfN SCREEN. _ _ �'/O6 / 1 - AND FWSH WITH WALL. ANO FLUSH WITH WALL. COORDINATE EXACT LOCATION L OUCTSUPPORTS mP.I ��/� ��-.- CODRDINATE EXACT LOCATON WITH ELfV.EOUIP.INSTALLER. MEN LEY. EQUIP. INS*ALLEN. 2 Q EFe �r D v ROOF PLAN • --1- SF-6 O""-16HDpIPE by P rJ, sER SCALE: 1- 1'-0• O�TnuU PIPE BE' iveAi oee'� D �� IDIJ'fYaALl1r Al 4NID EN14H ed H T IrJS B.GL AnEH E{ _ 2036 STAIR PRESS, Ru tN[NALL III RELIEF LOUVER W/ COUNDN"CGNEED HOUSE ASE8)PSX`39.oKUPS GRAVITY DAMPER SIT - --- - -- Ai IO6 1- U. SBS C.F.N., 21,8C0 TO OPEN AT D I L,YB. .TV.. 1.1 E.E.R., IEC.1. 4Pa �L r0�m 'AND 1 T a A EMF[x W ATHERHOOD Irx RtaOs<R E INTEL MESH l_l SCREEN MESH SCREEN. .\ CURE 6UPPDRIS mP.l fF-) I. xSUP iNE NAILA/C UVIT / `/ - aC ceLvnxL� .R xurxrex 1p /� unlit v[Sr[ 05xG- d3..hipa.TA AT AS)8)n 19.O AMrS IOB-1.60, .1 III US. —fl LEC�EiO V Qi 11 ¢rrelvC—T G e'lm?t/f sm FYAY co,(CD, �"�., c Ems://.`�•�>< NORTH EIEVATOR O X/C •IFwaz me �Yc 2r�A.RN cv SOUTH ELEVATOR MACHINE ROOM O cAin/�FRNFurc n v ® 10-�rMr^ wr Nmet MACHINE ROOM CALF • © LUR (xmzt9[ w'rvl SCALE lA3' = t'-0• + nu¢ir[� CnaP sw+, ar. o RP ro ro \ CDN7. UNIT SUPPDR? ➢EYRIE �YSF IiIG�ISDLATLi llETAIL Ruxra�vuma� \ �j'a j� rnrt.0 r.omI+cr. meMZ Icgejnc 38X121RIHF11 AIR SUPKY DUCT. -2'TUICR. I UENSIIY, FLEXIBLE BALANCING DAMPER cur. L rnx v.,ru N.-INCUTATIOx. CONfIEMo. SEC DWG.NOTE S. EH1R r.ncx4r N ear° 1�SHELIA CAL PAHU 1,2 WEATHEBRUN W/WIAEMESH exc�arr Mrrra� /�roW _—_ y I-0 BCREEN. Z4XI = a s tXR. DUCT _ u fXN.000T. DUCTFl, SPPING �JSUPPORTS?IAT. DUCT. EERMP.)1'MIN. DUCT. SEE, 4, NOTES U, 1. rNx DEFLECnoxl FINISHED ROOF SECTION A•A P=V..' REFRIGERANT PIPE RAINCOVER DETAIL A[[}E6Exp Cx.x. uIF I CCx [x501 xIG CNIIIi CG CEILIx04AILLFTFa CO CEILNGCi FFUSEA .1 NIIBI5r XXT FAARILIF uxFAaiwii UHx CCA. rPiic LNrAr� Iouv[x�e 11 xoKF e[r[Lroe /A B/A s/A oSVPPLYAIA qp AWING NOBS: 1O 12X30 PRIMARY SUPPLY AIR DUCTDOWN INTO CHASE BELOW. O1BX26 PRIMARY RETURN AIR DUCT DDWN INTO CHASEBEIOW. O28X12 OUTSIDE AIR INTAKE BALANCING DAMPER IN MIXING PLENUM. O1BX26 RETURN AIR BALANCING DAMPER IN RETURN AIR DUCT, O12X38 PRIMARY AIR SHEETMf3U SUPPLY DUCT MN 2' THICK.6 LB DENSITY INTERNAL INSULAEON'SOUNU LINING, O 18X26 PRIMARY RETURN AIR DUCT WIN T NICK, 6 LB DENSITY INTERNAL INSULAEDN'SDUND LINNG, OASWX3O"H X 241 SHEETMETAL MIXING MR PLENUM. O DUCT MDUNTED SMOKE DETECTOR. OFLEXIBLE CANVAS CONNECDDN. f0. 1BX24 VESTIBULE EXHAUST SHEETM[TAL DUCT. tO1. 18X21EXHAUST DUCT DOWN INTO CHASE BELOW. 12. REFRIGERANT PIPING DOWN IN WEANERPRODF ENCLOSURE. 13. REFRIGERANT PIPING SUPPORTED 1T MIN. ABOVE RODF. I r nn■r=nn■ ■■■■ ■■■■■■■ ■■■■ ■■■■■■■ ■■■■■■■■■■■■ inns nrlovvn A::ux nnnno■■ ■■N■IO�LH ■ nv n■D1nr,Nae ■ ' ■■■■vivo. n vvu■on rolovrnon■ ruuar.:v-o. ■no.■ u■ IWU NUMBER 1... RESIDENTIAL SP SYSTEM SCHEDULE 1 MAXUFACNRER -.. .1 --iS-_..-.. AHU.2 -- f - AHU-3 _RAq[ .. AHU-4 ._ - fRAN[ AHU-5 TeARF AHU-b MU 7 ',. - -. fl MpOEL NUMBER _. _ -I- I_ i mON y- IMYo6xF150 2EIY xBUO_ 1WOFSBiiO TAND108140 TNV 110 'I mOJeei o FI NOMINAL CONS A S.LEfl. --- s.0 - ]3 IS -- I e.0 .-IS ].s 31 0 M C.fM - _... 2W __ ]0.0 SD N BtOY¢R MONGNP/FAA_ L VOLTAGE 1 All1f0 Oe60 lOB�3-60 i/] HOB 3 60 /J 3/2 /x 40 -_ 1/1 -- 20e-1-ro 11> Ne', 6 30 _ M UNIT LVE1611I 1 14' -_ M N_ATCNING M.D. MIT _ - - CU-1 -NE(NFAI-1). N3A,x0 CU N-4 ERs N-6 cvi 10.0 11101 NNDNE(NEAi IIIXP) 42500 10.0 isiJ> IIII Xf (X4iPUln) .-1 16.0 Ssllx M ELECTRIC HEATFfl BN 124py1� M (INSiDFpF UNin BNN I STAGE- T -- 10.0-- xss9- 41so0 -?_ VOLTAGE G ECHROBBER M MANUFACNRFfl Zoe I-60 CU_1 x[ 2D8-1-M CU-2A,2R IRME 209-1-60-60 CU-3 IWIF Me.l-60 CU-4 208-1i0 CU-5 Ne-1-60 CU-6 2p8-1-60 CU.7 ____ M MOOEI NUMBER ocOC1oO-` 0 ITp TYNF I OJNIN iixU3BCIN iBANF TWMN#300 TMNF iYNF E NOMINAL TONS s. TTx042[1m J.0/x ] o J.S A. IW .I.O TFROl4E.R _ ■ COMPNESSORfl R.L.A. xe S IFCONOENSEfl FAN FE __ 36 0/rA 14.6 l2.0 is/ee. J45 15a6 6.0 22.0 .2 MI FUSE SIZE ____ E -_- i VOLTAGE 208- 40 l 41 i06.1 6D 109-1-N �Zpe y ep Ne-l-eD so 35 - -- u➢uiD uxe Ux 11 206 E .AO f09 1- - - - __ LIMON LINE (IN BE - [ RixExl•A• T ARE.ASENVEO T CAL FLOOR AFAR X1 •e• NEXT •B• I AP RTNCIR •C• TO C FLOOR PFlNA I TYPICALFLDUR I ApC - ApAATMfx, •0•- TOP OISECOND FLOOR ----- - uLkal SU, CTI 1 SAT.-v 'AM-fIEx IALCfSSOR fS l ALL ALAIINUNCINO 1[RCOI HAIR u[ EARCNP OR NOR LS(R'Ax ). SY D ANDCOI L rARNAxIY[ FOR I L-- I A�ILY- � � ego -�. nNum r: xo nop.i �' FrA¢ax.ma TYPICAL SO% OUTSIDE AIR UNIT CONTROL DIAGRAM I� ww }a~ist Fr PCM DETAIL PROGRAMIRU-C CONTROL MODULE A. Tbr Prog^annab lr Control Motlule (PLtro Lhn'd bequ l r¢ ntanddlt UDnal sYzten coonPollnth `onc�onplete operatlnp systenY dntnbbs� tends VCAI Ln In9 re0ui repents. INPernt Ion uAal lnbeBnenoryrres'dent sh.lt be retolhrd I pera Rent noru oR 72ITEehoubsc'Iz also C. rnT1, PCM shall be eonfl guyed 'u M1 that the Portable ➢Perutor n brFace can be 1(1MBd tllrect ly ntn It or _ll'U s gha F o grog^ann li9. ling, .. the. bPerat locolnkrYPbd nd display sh.<n`bee5.rnceeIFv.pAln obsForrtl point 11 t. I^ Keypad shn [^ be prwUtlatl for terroO.t lagg d edltl,g data nd tt1I tl s:l shop br L11 2. aT p s .rd snail B.yctel lab�CrIPA lea cta a a :aiizea the B. Cepiabieabu't . st'bi tool Is I.catl.ntlPeclfldddPor the far l Osuret lmn.ts-4 OF the. 155. 2. Con tb..... used" conditioned nb lent 1h.Ll be .be LLosures. dand shall b rated for_pperatim at 32r to iew. softener nlgprlthh for the er It ICol unctibbr B 8 y I ;,LlO shop aid. till Ran t.r IYG .f Y.fi Ugnals Iron r to tlrVUrez. The b Tory puts hall provide a Wetting client Of '12XA At I2VDC to be EOnpOtl b IN xl th Allly Inblr cnntrot tlevl [es. t.tus Ovn points s1Yom the tltfferrn< psMll be p.sltl ve proof rmslnp binary s.lgg. -I, W&W, C Iifor lb8 C'"1 is vH l t. alOr l.xrthe P.- . s'es0lutl mtl .fPO.IYt, .f the le nRlnbg r.ARY. An.IDG pIdvfle Ldacon 19II-eb le'to mrulohnly DViF. sensing tls1h.1. unary Outputs sha ( provide a eo Slnvous lOr voltage nnl far 1be�IFza�ciied Fn alto lBarrm, . Sims m IRd BY.dson th.of yol t IIst, binary . tpLts h.II STnve. 3-dpIl Itd (I lltatusll�ghts, mdrPh. it be s ectab Le for her yybsl tY'I'mY..pen or Rom -ill closed E, log outputs shell provide . .fdu lbtdeBl ceina lOfv.lr tNr trol SD 20dellllenr n 0 tbv10 ADC"r a 4 pr.vl Ifpt.n RuI devtlCeoroper mntr0l SEMIENCE OF OPERATION A. E.Ch of the tro 50% - puts I IN r Handing lk,Its rIth 1ptit sy,, e .nt c.ndrnslis sa^11 br c"d by t da lone TM1ogrpmab le C.ntlol Hodu le (PEED). e P_BCH shall br act.ry un led and tested an br equipped rlath n ktyaptd / d6^p lP Panel. UPm d, the PER shall nand the a r handler to s 8.n In the c Ulln9 node, the PCN. shall staG the c .press... 10 ThIntaln the supplYn lr setlTo into e setp0 Rt shall et brdeen M O, Iln tzrn .e dlg'1. thenIB suppty 'Ir11,1RE (SARI Rigto or lthn tP zetpta't.tlf s'RE e lve ro M1aintive hbnl Gltsedrby the sp.ce ob.ve the cc Y Intl a hunt tllly MtpllTt, thesPEN shall eonnmd the t CAN coil E.n"It valve peen. Ippt sh.le 1 nt11'.eRh�nitl ltQ tlrops be for tFeCertpDl nt .IR r dJu t.b Le tle.d..nd and then bentleenergleed the re lat roe h.pl dity c.ntinure i. fail Md. the tlendbnnd, the PCH Ch.l close the hot gas valve. In �Ne heat np notle, Me PCN shall f trol the four-stoBe r lec4lc duct heater n regal retl to n the heatlnp set:. nt, ➢,IPpI snOWN detectors tl fl re tlarn IYsten I terFace shall be by he ➢ v z n 16 Electrical [ontrrft.r� GENE& AIR CHDITIUNING VVES 1. LL vNX SIULL NNCMR WITH ALL -EDEAL. STATE, FOB11 0101NeC[s Ax c NOES NVERIIING 11 STALLIIOx Of I'll AN CONDITIONING SISTER 11 NNA AS LAID DUI F INERIN N SPECIFIED Is -I''LMICIS WISH IACRI SLD'BUITp1xG [DUµ[S ANDCPLA PINS TOOR CO"1PIAr1�10i6 A BIPIECEU iNPFOPAnCxI�[PPC1I/'FMGIXCCP Ylu iUEx ISfU[G'IxiIPUCi10ER x2 1. AS N,D T01 RS ARE TO r BE CONSIDERED [ALRMNS'ICC.. ANY ECESSI-Y XSPoG x AIL SCAEE AST OF Till WHYDR N SIN SNNwx lU CN1RN[10 LSSSAID NLLONE OFFEETIONS NSHATT NVINN FOR E r LOC.P11`Oxs. HALL O OUV".1 I NUA I, b ECX DRAWINGS OF All 1-11 r v IIIACFS I. NIICH WA, WILL BY AL,YIIALLER BAR PARCTAII N HEROY-, ARTSPACE CHADIiPACEICWS CONDITIONS NIUOEµMI `, ARCHITECT/ENCINEER`YS LL B N 111N WARCMUNG YIIN INSTALLATION. THIS UNiNCTN SHALL, Willlill N`CHA.1x E FIELD xRSTIFI R�TIEs Ix LAYOUT RS xEOd. CON OF YI ED "ICI AO.X OF VARIOUS N FOR PROPER EXECUTION rt WNW. J. CAAx1X RE DRRWINGS EAREFULLY IN N TAG A BID. OUNTRACTOR ,taE10E' ALLL � � D 99..I' I.S.` '� " oF4N..IN E. ;I , GSi`. PLI NIHG. ELECTRICAL WAR SAP I1'S' mIIOP"IINGS INTERFERENCES MYHOUr ANITIo "1'EFjMi OCIS NRF`I.. NMINGS, FY I:.. INO 1 E AROLI it/ ExclnEEeIN It R aEVISIOXs BEN.[ ix[ BIOS .1 ITURRIIE0 ' I. INSTALL FOUIMXxr IN A .FAT AND, 1, ST CLASS NORANNALIX1 OF EOM C ETRIS T If RICO xo i PRESENT SIP LYEAT ANDABU R[PlR[[x[xR RPAxCE. -'At SRIOIOP'lLOU,""AC-" IS TO O[ NN IMU[OIn1EY�Pv [U ING 1 THE SOLI S START N MRXDIRECTED AT I BYNNVTRACIOR IS UL`ABF CONSIDERED AS ENEC PPNTANC[CBt I OF ALL CLAI16 QUESTIONS A RO SUITABILITY OF T TAR TUIDES 0 Cr ER roN1ARCTOIS t0 ECVE HIS NNE - THIS [axTRACTOR LAE1. "r PEN21. AL N ICHAO ONE. N .E. Rrl.,E IOC eE .-TO -.1 01 INTERFERENCE WITH ITHEN TNAO S " "SSOC "' NYALIIES �N v R1ES OFALL NOTEVCN x"IuxCF SWALI EAPNPPLY TO S F RNLL ALSO A 1x Lcuox RYES AS ILA REWIRED BY ILAN N NDINACF ID SIULL AREA THE CANER E LAWS. HOLES All - =E RHO [RSE ISING VIOLATION OF x S.OR 7. CONDITIONING' MEANS EFa1GOu VENTILATION " � RF 1I11, 11CS ETC. PIPING,R X CNIRDLS, SANDX[ I. DAND V. DOA CONPLCIE JN,xEVFRr1S HINGCNNECTEO. BMI FOR USE. 10. SxpNPTMNRN1xG T xr PRIOR To wntCus[F1N iAPPnOVALFM 1.EN NISI RIWP 11. AT COLPLCTIN OF JOIN THE RNUK (UNxTMCTOR SxR LL GIVE IRE OWNER Al AS -BUILT SET OF REPRODUCIBLE SEPIAS RUINING TIEEXACT INSTALLATION. 11. AC TO TRACTN SI AAO BAaAME t0 IR QUAHTI TLiciI OH TI LAWSPROVIDE 1 RL UHEIL IJ. ALLNDUCTS51[FSNARE CLEATINSIDEI NENslnxsFo FLORID" [HGI XE[n. 1A. IOAC NxTRACTN SALT YApFAlO A[ NUxi1IIP AND 1NIEDIALR FDA vNA ACCEPIARCE D ON . REAONAER OCC'YURgPR IN 1F1 FIRST YEAR L BE IVCE AIRED AT AO EXVENS["70 1x[ C(NnNESSOA(S) SRALL ILAVF A F CAR --IT- IS. ID[Al &.1QUIPIRIII FOR SxO LDAUS MO -TING HEIGHTS S R[QUIRFo BY 16. �Ats A. NAIR C NARYINING RIGID DUCIWUNA -it e[ CONSTRUCTED 01 STANDARD EVIT EY"S''PsFFFOCO�FA O�xORR[QUS�[NN[I1U X%�[.M. NxAtFATN[0 xWCR OI[TWDRs SHALL BE o INSTALLED RCNT ADING v [ANDFWnPii S ThSTRUX SIULL BINSTALL A DUNE EXTARCIORS AT 0 F D14LE OICIWRN STALL BE CLASS I AIR -1. B.E. LISTEU M NAND- FAApTURN BY ATCO FLEAll RE ORAPPPAYFD EQUAL AND or R. I— EN EST S14CNA STANDARD$ AID NANDFACTURER'S RECONAR[NOITiOS.`L C. CONS PUCIEDI IND AID DINSTALLED TSIDE All IN'OCT ACCOgOMCEE WITH ASHRAE SANDT SRACNA STANDARDS. D. MTRUIRE NYARFAPPRpYEp BY SURTI, .1 111XEERONN INCNSIRUCTI N, -US, FEWARRI[LSATF BMEXN PIPING SIULL BE INSULATED MIiN s/B' TIIICX ER, PA WHITE WHERE FAPoSN. EAN P. OIt PRIS DID WED Nvs""`N01`vIllx FAR) SETS. dE CARING PE ARE �ISTRVE OCTIO, AND N[ FDA USE LOWER PARKING DECK SCALE: 1/16' = 1'-C ALL GARAGE URES) 1) ALL FIXTURES TO BE ALUM. 2) ALL FIXTURES TO BE STEM MTO. LUSH D WITH BOTTOM OF CONCRETE J IST. UPPPER PARKING DECK SCALE: 1/16' = —Cr j EFF11 ///��SEE A/C DWG FORS LB36 EXACT LOCATION -- EF12 TRANS ROOMRMER L838 \ Y �"� N21N MAIN RN LE �9 Q 1]/19 �,' _ ?d' LD6/8 Q 'BID E14 J�n LE1 LE Q XA2 %Bf0 25 QS E10 LE2 \\�%LE y TRANSFER 'J SWTICH %A10. w XA25 �5 O LE12 LE10 Q O L 10 E12 LEI Q O5 STAND-BY LE12 \ E2 - EMERGENCY %A2 + XA14 III O LE 12 LE12 Q LE12 XB12 XBt \ % �� GENERATOR zm TELEPHONE M14 iZ LE4 TERMINAL XA2 \\\\ XO Q O 5 LE 14 LE18�__ M BOARD T81 %A14 B1225 XA25 VL LE12 XB 10 LE12 O $ A29X6 5 A25 x�91o' fE elo `Ep-�O LE17 5LE17 O O XA13 `Q Q XA25 XA25 QQ LE17 LEI] n .y. � E2 LE12 LE12 I15 —._ LE14 LE2 _ %A29 LE2 LE2 III XA25 XA25 1 LE2 LE2 LEI] `—1 +28 XAS XA1 LE17 III O O U17 813 X823 w J M I [� I— S X810 _ LD36 _ _ _ _ LE17 _ _ _ _ .� LEI] LJ - — Li LE17 1_- .LE17 _ _ _ __ __- t—.—_—__—�17 LE1l . EBoao3662 LE12 LE12 —,)A ENGINEERING SERVICES E-IUNICAL AND ELECTRMAL ENGINEERS GROUND FLOOR SCALE: 1/g' = 1-01 / i9'icer }6 1 — STREET wA1(BEACH, FL TE EM, (3051 653-021289 53-0232 $9 I oil it � � ► ,., ..' • :. ..:\\,\:aka;; \�V\,: 7 �r � �� _ \\ n m_ rig_. _n�_ n `� • 11 /�►"1�,I iw �+� _N$ C FIRST FLOOR —LE r 1/8' = P—T d �w[cIW MD M�S�E ACES I ".�ENCINE£Rb W/4�) ( ) M (Ws) R-0 .132 b9 12K DUPLEX RECEPTACLE IZOV, HAUF SWrtCHED, DUPLEX RECEPTACLE 120V, ABOVE COUNTER, DUPLEX RECEPTACLF 110v, GROUND FA INTERRUPTER, DUPLEX RECEPTACLE ABOVE COUNTER IN Y BATIROOME 2—, SOA DRYER RECEPTACLE ® 240V, SW RANGE RECEPTACLE (LE HALF FORO IREDUPLEX DSHWASHER AND EHALFAFOR G R GE DISPOSAL) Q 12OV, FLOOR MOUNTED DUPLEX RECEPTACLE TOGGLE SVITCH 5t SCC — TOGGI£OSGwGItT£CN lA� EQUIPMENT ROOM)SMRCH-DUPLEX RECEPTACLE OJ CEILING MOUNTED JUNCTION NO x 0 SUPPORT) OR PDAODLE FANN BOx WTH SPELL4 WALL MTOJUNCTION ROX 4 WEATHER PROOF JUNCTION BOX b WALL DIRLET Q GEKING OUTLET la MASTER SWRGH OTEL EXON ON= TELEPHOHE OUTLET Q P.B. CONNECT TO -BM KEY PAD E�LyECTRICAL LEGEND -(D# PUBLIC AREAS EXHAUST FAN ® FIRE ALARM PULL —1. .q# ROOF ExHu Si FAN O FIRE ALARM STRDBE LIGHT MOTON - NUMBER INDICATES HORSE POWER RnnRG Q FIRE ALARM TAMPER SWITCH 8 MOTOR STARTER FIRE Ai ARM FLOW SIRTCH O R4iGE HOOD NECIRCULADNG FPN FIRE AUNM HORN © BATHROOM EXHAUST FAN 12N SMOKE WRH DETECTOR BATTERY PACK UP FEE AWiM TELEPHONE JACK IECT WITHIN UNIT OS FEE ALARM VOICE COMUNICATION SPEARER QT THERMOSTAT (NRNISHED BY OTHERS) O H RE -GM SMOKE AND HEAT DETECTOR 4 DISCONNECT SOURCE SIZE AS PER AR CONDmONER WWUFACTURERS REOUIREMEEDR Q FINRE AWtM PPN ELECTRICAL PANEL ® FIRE A R. ANNUNG—N PANEL NECESSED MOUNTED 2'x6' FLUORESCENT .—El REMOTE GENERATOR PANEL NEAT DETECTOR (CONNECT TO ELEV. SHUNT TRIP BKR.) ® RECESSED MOUNTED 2'— FLUORESCENT I —RE EMERGENCY LOW VOLTAGE ry CAMEM (SECURITY) '_ NOUihED ON 1610E F MREpOI£ (120 NPH) OO BECESSED MOUMEO 1'x FLUORESCENT FIXTURE FLUORESCENT STRIP �+ MRLRAEL WARNING LIGHT Ow VAPOR PROOF UGHING FIXTURE p ALARM KEY PAD xv YIFATHERpR00F ® RECESSED MOUNTED LIGHTING FlXNRE (HI -HAT) ® RECESSED MOUNTED UGHRNG RXTORE (WALL -WASH) �EBZQ T F R` ENOINEEp1E10.ECSTR�ICK S :.':NECHA.M l . GINEERS �7 d / r GTREET M 1 NORTHR. J316B T HTV I(305) .5]-02T2 305 653-0232 I o �9 UP DN L_ �S TYPICAL ELEVATOR CORE AND LOBBY SCALE'. 1/a = 1'-C (-1.) SEE 1/T P O RD AiE 1N h tDlx R. EQUIPMENT ELEVATION SCALE: 1/2' = 1'-0' ELECTRICAL ROOM SCALE. 1/T = 1'-0' TE.-NE -� 6M kA, R TYPICAL ELEVATOR CORE AND LOBBY SCALE: 1/a = r-D- (Sour+) JDgzaDV ro PLUG cla xlNc A/C UN NORTH ELEVATOR SOUTH ELEVATOR MACHINE ROOM MACHINE ROOM SCALEt/6 = , -D FL.RI. ENGINEERING SERNCES _ -' UEC.NxIG� wxD EtECmIGL -/'J '; ENGINEEM L/"11 Y / /v ➢i IEUEPHONE. eE�NE 3 [: (3os) ss3-DP pce ,E fi53-0232 I j BO c18 B18 C18 j I i Bib ., c': MASTER SURE B18 J C16 C70 / B11_ CIO / 6 O 16 Ct6 J C18 B16 \ Z. I 18 v� B,6 UNIT "C1 Or 9. \ B18 GREAT ROOM IC16 C18 • 0 \ -- / UNIT 1,B» — —.I • / ro QB16 820 it b I C18 • I / J 618 820 O C16 N C16J C18 I/ C18 1 816 B2 -6C10_ O Bi6 B20 l 820 B20 �10 Ulu Ca ______ • 816 \ C16 TG - i C C1 C18 C18 1 oP \� B10 / F fir ¢Fcmiru C1 r xi++ce �� C8 C18 - \ J 114 B22 w 20 w III •ownw • A20 814 B14 / coxmecroa B20 - 0 _ _ • ft\ Q I I 114 c20 12 C2 \ DA16 814 B,a 614 ,HEEB' //� � c, c1{ J cz � czo czo / I MASTER SUITE A20 / \ BIG \ J A20 � B,4 \ C14 � • B1 814 \ B22 \ \ III B12 8/1 - C2 C C 0 go 4 B1 A20 .'ice . \ / 12 C20 / B14 B22 \ B O // `�. C14 ®D czo / B14 J A20 // 14 014 ! - — c22 . A18B22 // C73 15 \ - Q / A18 „„ Azo O \ � �_� i C14 C22 UNIT A 9 a A20 / \\ C22 C22 �\ �. \O• GREAT ROOM \ B14 �/ // / \\ F A, 8 G // __ ci a 3 22 C22 &A18 /\ \ PNL B5/7 DEN L BEDROOM A20 1 A20 9/ 822 A18 20 \ \ / A20 9/1 Cib C22 C �. A21 NL 21 O/ V C14 C22 C2 C22 C22 0 N /' 18 C14 J A � C14 - cmrx A14 _— .....-e ._. A16� p1Hl A16 / __ __ __ - -) II II O All A16 / O II � II A 6 l A14 III / III DINNING A10 (( ae0'.2 o A A16 A13/15 - J --Al - nR A16 A 3 �2 A, ® A14/ A14 ® A14 ( �TYPICAL UNITS A,B,C L - - -- J A2 A22 L1 - - A14 /_ A10 110 I _� A22 __ A14 A10� J A16 BREAKFAST //.. ---'`. J A22 -� J _ A14 YY A10 rL Al�,_3. -F' f•. 4 ..._ _ BEDROOM 3 fV BEDROOM E64 Azz ELFIGEs i MM-iEC ENGINEER- 6iEH� 04 n -NEEDS A22 A14 a A14 A14 H., B6M S,REET �A14 - 0- MIAMI BEACH, FL M169 LEHHOHE: (JO5) 65J-0212 r[ A%: 13061 653-0232 mm®M�im� 11=1011 oa .•i ®® dim OPEN on 00NN0... lonmin 00EE0 a- Iei mm®©o a in Imm®o®�_� 00®© Imn.� m0®©m l® Imilaa� mmom®®am Imonam * MU O COMP. ME NON-COINCIDEMAL IDA05 0l�li-lmommo om®©m o;EE6 InB ®® 0a Immm'® m 0 Im1�aan m � ®®I ®ImlNaili m mo®®m�lmseae * MU 8: COMP. ME NN-COINCIOEMAL LOADS 01MI ® �MM M- MENEM almo! IMIN'I mm oo N 1112121111 MENEM Immm.m iiiii m®©uaau _ m®®®m lmsaa.� om 1Isi®� ®m • ©. INN =n �I 101 mm ® � I®Blom uaCii' ®0 0 Imm M MEMO m®®®mom I®uaau mmaaa N C TAB 2 0- 0! NIT Al Isy 306 SO fT O 3 WATiS/50 RT .0 AM 20 P SMA1E APPL WAiTS EACH 3.0 '0.— EOUIPMEM 10.5 DRYER 5.0 MU i STRIP HiR(1 . 7.5 x E5R) TOTAL CONNECTED LOAD (LINE) WATTS TO AMPS (LINE): � 26500/-IV - 127 FEEDER — ALUM 3/2/0 - /Y NEC TABLE 220-iU (UNIT B) �y 0 SO F! O J WATTS/SO Ci- 30 TWO 20 AMP 1— MPL CNT O I500 WAITS EACH __.- Hrtt(I.— i 7.5 TOTAL CONNECTED LOAD (LINE) _ W EDER THWN— (LINE): 8000 /206V - 1E lU1 3b2/0 32 SAe� (I_SNITS) ISPl 55 D R O J WARS/50 R 8.8 MU +STRIP NDi.(t.3Rw + ].5 x &5R) -- TOTAL CONNECTED LOAD (UNE) FPS (UNE)3 26YJ0/208V = EEDER �NwN a.uM /2/D 1-I/r MTABLE 220-30 9UNIT O1 li 20 R 0 3 WARS/SO I7 IOTA. CONNECTED LOAD (UNE) Wit TO ANPS (LINE) 25900/206V - ,25 ALUM J#2/0 t 1/Y MACH. Ru. J/C MACH.RM. J/6' 12 TB510 TB3 / / 10 T64 TB2 e ( IIL= SERVICE OF TELEPHONE COMPANY TELEPHONE RISER DIAGRAM N- L (E))WS - TO PROPERLY UNE E BY CABLE N COMPANY FLORIDA ENCDI EER NC SERVICES ENGIxED EIFCINIG 4 SiRET - N �63 31269 - .. EtFPHF. (J05) 5 0 5 65J-0232 IS FIRE ALARM RISER DIAGRAM xTs. NOTES: 1) THE FIRE ALARM SYSTEM SHALL BE IN ACCORDANCE W/NFA 101, NFPA 72 & ANY LOCAL OR STATE CODE, 2) THE ELECTRICAL CONTRACTOR -SHALL SUBMIT A COMPLETE SET OF SHOP DRAWINGS INCLUDING FIRE ALARM RISER DIAGRAM & EQUIPMENT TO BE USED FOR ENGINEER APPROVAL. 45 uoo,un LuuLu.u.x Luuuuux o.00uu iiiiiiiiiii .1�O�WAI ii�oaiiiii uu�uou uurr�naLur.: ii xlxl�xL�xl�l onlTnn000�nmnl 11/10, uo � --- unl•.u. aL 168T. STREET C1iiiiimi� GENERAL ELECTRICAL NOTES 1. Y WORK SMALL CONFORM WITH AIL LOLL, STATE, FEOE NL NpNANCES AND BUILDING CODES GOIERNING THE INST TION OF THE ElMlRPG SYSTEM. IF WORK AS WD OUT, INDICATED OR WECMED IS CONTRARY TO OR CON ACTS WITH LOCH NDINA ES, BUILDING CODES AND REGUTA- IINS, THE CONTRP SHA REPORT IN WNIDNG TO THE MG.DMT/ ENCNEIA BEFORE SUBMITTING A BID. THE ARCHITECT/ENGINEOt WILL THEN ISSUE INSIRUCIIONB AS HOW TO PROCEED. 2. THE ORMNNC ARE TO BE CONSIDERED DACRAMMATO NOT NECE LY SHOWING IN TIEING ORTO SCAE ALL OF THE MINOR ITEMS UNLESS SPECIFlC DIMENSIONS ORE SHOWN, THE STRUCTURAL, ARCHITECTURA AND SITE CONDRINS SHY GOVERN THE EXACT LOCATIONS. CONTPA OR SHY OLLN DRAWINGS IN U NG OUT WORK, CHECK DRAWINGS OF ALL TRADES TOo I 11 SPACES IN WHICH WORK WILL BE INSTNIED AND MAMAN UM HEAD ROOM, OR SPACE CONDITIONS AT ALL POINTS. WHERE HEAD ROOM, OR SPACE CONDITIONS MPFAR INADEOVATE, NiCXNECT/ENGNEER SHALL BE NOTIFIED BEFORE PROCEEDING wMH INSTALUTOx. IS CONTPAC- TON SHW-L, WIHOUT EXTRA CHARGE, MAKE HELD U MODIRCA N OUT S NEEDED TO INtEVENT CONFLICT WITH WORK OF VARIOUS TRADES N FOR PROPER EXECUNON OF THE WORK. 3. WILL E REQUIIRMNINGS I—— ED TO FURNISHLLNSTYRAND/OR CONTO INECT WITH M RNG A DID. OPRNTE (RAGES N.I. ELECTRON ITEMS SHOWN ON AM' OF THE ARCHITE=R4 PLUMBING, NR CON-NING, SPRINKLER, GRAMNGS WITHOUT ADDITIONAL EXPENSE TO THE OWNER. IF DISCREPANCIES, CONFUCIS, INTERFERENCES OR OMISSIONS OCCUR BETWEEN DRAWINGS, NOTIFY IN WITTING THE ARCHITECT/ ENGINNN IN AMPLE TIME TO PERMIT REMSIONS BEFORE THE BIN ORE SUBMITTED, 4. V 7 SEANCE CHPRACIERHMcs, UO TON AND CONNECTION WITH TELEPHONE AND ELECTRIC UTILITY COMPANIES PERFORM Y WORK RENTED TO SEiMCE IN STRICT ACCORDANCE WITH UTILITY CP. STANDARDS AND REQUIREMENTS. 5. INSTY MATERALS AND EOUIPMENT IN A NEAT AND RRST GLASS WORKNANUKE MANNER. THE OWNER RESERVES THE RIGHT TO DIRECT REMOVAL AND REPIACE- ENT OF ITEM WHICH, IN HIS OPINION, DO NOT PRESENT A NEAT AID WORKMAI- UKE APFEALANCE. REMOVAL AND REPLACEMENT IS TO BE DONE IMMFDIAIELY WHEN DIRECTED BY THE OWNER IN WRITING, AT THE SOLE EXPENSE OF GONFRAC- OR. 6. START OF WORK BY COMPACTOR SHY BE CONSIDERED AS ACCEPTANCE W HIM OF ALL CWMS OR OUESGONS AS TO SWMIUIT OF THE WORK OF OTHER TRADES OR OTHER CONTRACTORS TO AECENE HIS WORK. THIS CONTACTOR SHY REMOVE AND REPLACE. AT HIS EXPENSE. ALL ELECTROk WORK WHICH MAY HAVE TO BE REMOVED BECAISE OF INTERFERENCE WITH OTHER TRADES. T. THIS CONTRACTOR SHALL GET— AND PAY Y IN.-E. FEES, PERMITS ASSO- CATION DUES. ROTATES, AND TAXES OF WIMTEVER NATURE SHY APPLY TO THIS WORK. HE SHALL ALSO PAY AL INSPECTION FEES AS MAY BE REQUIRED BY LAW OR ORDINANCE AND SHALL KEEP THE OWNER HARMLESS FROM ANY DABAGE AND EXPENSE ARMING FROM ANY VIOIATIOx OF THE IAWS. RULES OR NDINANCES. 8. ALL WIRE COPPER, IN RACEWAY, UNLESS OTHERWISE SPECIFIED ON DRAWINGS. S. A RE UP COMPLETE All THE A/C EWIPMEM AND CONTROLS AS DIRECTED BY ARCCONTRACTOR. CON- WIRING SHALL BE SEPARATE RACEWAY FROM POWER 10. PROVDE RACEWAYS AND PREMNE TELEPHONE SYSTEM COMPLETELY WITH TELE- PHONE JACKS 11. PROVIDE RACEWAYS AND PREWIRE CABLE N SYSTEM AS DIRECTED BY CABLE N Co. FELD REPRESENTATNE. 12. PROVIDE MEAHS'FURNISH AND INSTALL'. 13. COORDINATE WORK WITH WORK OF OTHER -1 TO AVOID ALL CONFLICTS. f4. DO A COMPLETE JOB, EVERYTHING CONNECTED, REFRY FOR USE. 15. PROVIDE TEAPONARY MRING SYSTEM FOR USE OFY TRACES, ADEQUATE FOR MR E NEEDS OF THIS PROJECTS. 16. MANE FN ELECT- CNNECTONS TO A/C UNITS, THERMOSTATS. WATER HEATERS. POOL PUMPS, HYGRO-MASSAGE PUMP$, SALIMA ETC. PROVIDE AL REQUIRED V SCONNMT EQUIPMENT. 1>. PROVIDE PULL WIRES WHEN EMPTY CONDUITS ME SHOWN ON THE PV IS. I— LIGHT FTXNRES (NR-ED BY OWNN) AND PROVIDE REQUIRED WAPS. 1B. PROVIDE EM- PVC NALEWAY$ (SERVICE ENTRANCE) FOR TELEPHONE Co. @ CABLE N CR. M PER THEIR REOUIREAENS AND DIRECTIONS. 20. PROVIDE ALL WIRING DEVICES. 21. IDENTIFY CLEARLY ONA TYPE WRUTEN FORM ALL CRCUITS AND EQUIPMENT To CORRESPOND WITH THE PLANS AND PANELS SCHEDULE AND ATTACH N SUE THE PERTNNING PANEL 22. PROVIDE R E HARM SYSTEM AS PER LOCAL AUTHORITIES REQUIREMENTS. 23. &COAM Y UNDERGROUND RACEWAYS TO BE P/C, INSIDE CONCRETE SIRS ENT WITH MPq G SET SCREW FITTING, INSIDE PARTINN EMT DR ENT. FN FLOOR PENETRATION USE ONLY EMT. 24. ME DRAMMGS THIS CONTRACTOR SHALL FURNISH THE ENGINEER WITH SHOP DRAMNC$ N EQUIPMENT PRIOR TO PURCHASE FOR APPROVAL 25. IEsnt& THE CONTRACTOR STALL TEST ALL WORK AND EQUIPMENT AS DRECTED BY THE ACHITECT AND BY AUINORMES HAWING JURISOOIION, FURNISHING N.I. EQUIPMENT AND NMES$A PERSONNEL AND ELECTRIC POWER. THE ENTIRE INST ON SHALL BE TESTED FOR SHORTS. GROUNDS RCUITS D OPEN CIRAND Y DEFECTS SHALL BE DEMOSIRATED TO BE IN ROPER WORKING AND OPEMTNG CONDITION TO THE COMPLETE SA 110N OF THE ENGINEER. 26. 2MMIlE55: Y EOUIPMENI AND MATERIALS SHALL BE GUARANTEED FOR ONE YEAR AFTER THE DATE OF ACCEPTANCE BY OWNER. 2]. AT COMPIFIION OF JOB THE ELECTRICA. COMPACTOR SHW GONE THE OWNER AN AS -BUILT SET N REPRODUCIBLE SEP. SHOWING THE EXACT ELECTRiCAt INSTALLATION. 4AJ/0 k ZB. BEFORE BIDDING THE JOB THE ELECTRC CONTRACTOR SHAG MSC THE +!6 (NO) 2-t/r P SITE AND BECOME FAMILIAR WITH AL EXISTING CONDITIONS. (HDP+) 29. EXTEND WIRING AND MACE AL MNA CNNEC110N5 TO AR COND. 4!3/0 Y UNITSOVI , HOUSE PUMPS, EXH. FANS. ETC. PRDE Y DISCONNECT !g (CND) SMTCNES A$ REWIRED. 2 JO. PROVIDE STANDBY EMERGENCY GENERATOR WITH TRANSFER SWITCH. (HDP2) (2)/SETSrNFA�CHMCM SETCD - LC Y (m LE 11 - i%e (ai07i=i/r ROOF P C HDPo - A B WETEN c • ©©81111 1 1 13TH FL 12TH FL A B C A B C _ ■ CENTER O11. 1 j 1 C B A FL C B A 1 10TH FL _ -�Un. 1 I 9iH FL 8TH FL CUM •__ O 1 I C B A I 'I 7TH FL 6TH FL C R • 0 I C B 1 1 $TH FL I 1 1 1 411 FL BUS DUCT CE ROHS METER CENTER6 CALCULATWNS 72 (2M+2a 22Ca20) 1(4At4BNC) COOKING EQUIPCONING EGVIP MENT TSB MEN, R26 CONDI11OxING _-__ a5a AIR CONDITIDNING 26 WNIERS E 1. -.ENS _.._ WATER HEATER 124 wSHW H-R BHMASH DIERS-_-_. % ERSiB CARBWE pSPoSA ._ 50 OGMBAGE pSWYt B LRJWAVE _._ _ TWNOWA IZ HYDRO -MASSAGE __ ... 2 ISIYD ROSAGE __ -__... I APPUL NCES 16 UANCES G UGHS R RECEPTACLES 468 LIGHTS R RECEPTACIFB__- Z8 TOTAL WITHOUT DEMAND _ 2966 IOTA WITHOUT G-RD NEC TYE 220-32 NEC TABLE 220-32 2s66 X 23S _OW _ AMPS dss x 41W v I-360 - 1695 3.- S. NAPS i METER ■ A B C �.O }k2/D THWN ALUM. JL C H A 1 1-1/2" (TYPICAL 1 FOR ]2 APTS.)_ 311 FL CD XB-u 11 1u u I 2ND FL aB} & 110 11 (CND) I_1/7 ( PVC (XDP}) (z) SETS OF MH MGM 1 IN 1! /O TR ECHV5IT 1 INro i1L TRANSF. LILT 1 I Yak 1/8 L TANSF. VALT 1 (k) SETS N 500 NfO BUS CULT 1 (ND) 1-T/Y J/ u PVC (XDP2) t!t/0 S t/ff I INTO FPL TRANS . vwUT SE TRq1J5F 3N} I - I /4", - 1 SWITCH (XDP4) MINNEM.a ,IOAIN 1-1GUrt TO FYI. XDP MAIN 1 No T m ICI .2 CTx NSF. vAl1LT O O1 CDa� + © HOUSE METER �m \ HDUSE -aN ....................E aaUE BasE OouBIE wA1 FUEL T K PUMP 10 �_- ELECTRICAL RISER DIAGRAM GENERATOR NOTES ONE _ MODEL 0 0 1280KWN2PS DESEL, ENGINE LMb VATS 3 FHLSE E, 60 HERB, - RPM UOUID COpfO UN I MOUNTED RA -R. DONNPIEIE WITH A STA D QVIPMEI OVERSZED GENERATOR, E FOLLOwM6: * COMPLETE A/C INSTRUMENT CONTROL PAHCL * JACKET WATER HEATER 2000 WATTS 1. VOLTS STUN ESS EEL D UENBLRE .-ST CONNEGTGR # STEEL � MBB�WITH BUILT-W VIBRATOR # FACTORY CERTDED TEST # TESL/ACCEPTANCE RUN By FACTORY TRNNED SERVICE TECN.C. # MNH LIRCUrt BREAKER, THERUAL Me.GNETC 600 AFJP #CN1DN5 SDB-BI$E NEL TANK DOUBLE wgLLEp, IEIE WITH LEAK OEENON *LOW UEK L A RM, FUEL LEVEL CANCEL AND UL USTED, * REMOTE MOUNTED AINUNCATOR WITH SI 2EN LIGITS R # REMOTE EMERGENCY STOPPO�YVEV(IBUE -NM WITH SILEE�-CLASB SWITCH ONE i K FOR OP TIOH a C 2�0/1ILUDD pBD "" TTNNREE "` THREE ARE. 60 HERTZ, RaTFD AT 600 P YECHwKALLT MIDEBON SIMS WN AU%IWRY CCITACS, AND THE FOLOWNG: #'CLOSE pEERFxfWI ORDER AOUOCE SENSORS, AAUSTABLE # TIME E E DELAY DINE START, FlXED AT THREE SECND6 # TIME DENY TRANSFER TO ENERCENCI, AC LISTABLE # NNMAL/TEST SWITCH, MNEIRARY # EXERCISER CLOCK # WLTAG£ SWOH-CNECK RELAY # SHm01. COMACS N s- CONTACTS TO INTERFACE ELEVATOR CONTROL RM LW1C WITH ELEVATOR SUPPLIER * REMA 1 ENCLOSURE ELECTRICAL RISER DIAGRAM EQUIPMENT SCHEDULE (Au EDUIPNENT TO0 SIEMENS) OESN1 2000A JO, 4w, 120///20BY PRESSURE BOLTED SWITCH- _ PROVIDE 2000A CU EM UNITING LASES. 1 aooA w, 4 , 120/20BV. CM. BKR. 65,000 NC----.._-- 600A Y, 120 2W. DISC. SWITCH SN426 W/Rp LOW PM LASES a BODY JN, t20/208V. 100000 AR: CKT. BKR. MCBW S __ A_ MONLE MMW W/(-6)-125. A _2P_. .DUBCTN.C-H _CM._oo_D 6PBUSSEDN ] 206DJ. 40/BMMBUS PROVIOE AESS PELLSLOBBY yyII AT LOBE AREA AS gEWq B SP.ST`NE SWRN `N CJO XA2J 9 JP.SL, TIME SATCN N CKR LL1 3,5 11 3P$T, TINE SWITCH FN CKS LE'3.1 I t 3P�IME SWITCH FN CKS LEIS.t> THE SWITCH FOR GKIS. LE TJ HOUSE METER LC I FIRST FLOOR eapp e6 -n OWW ENGINEERING SERJICES NGLMD CEC RMA -= EraIxEERs ALG�I" Y NORTH uAUWIBFACHE,EfL 33169 T 7['tl-. LR 1 250 120/2De 3 1 4 LUGS S4 FACE SUNIMS OR E0. —D. CNT. SXR. SERNNG CKT. MRE IOONNDD. CKT. SERVING INCH p A11 313 x0. FOIE AM ]121/2 3 20 AHU I (2 HP) 20804 RW I 1128) 5 9 # 9 4 1 3 90 20 Kw 51PoP Hitt 2— 10 00 PCU 2 17280 tt f/2 I 20 WP ROOF RECEPT. ,/2 3 20 ANU 2 (2 HP) 2000 IB 13 1/2 1 20 ROOF IXH FAN l20 18 t2 1 2 1 20 RECEPT720 IS 012 20 RECEPT $ 2 J _ _ 20 Kx STRIP HIS. 20000 _ 1• _ SPACE . TOiA1 50.00 _ m: 53200 t•8 Mro5AMPS NE- e OU 1Hw1i FEEDER: 3I3/0 & Ile k I/O (CND) 11/ CWUNC LOAD AND xunxG L0A0 ARE NET COINCIOEMAL: 1• A=D-Eso,aOD wAT Srs Eo TOT UIPMENI - —NO (Say + AHD MOTOR (ISA) + REHEAT (2.) 1wA PAN¢ AMPS ROSE VOLTAGE MNN NOU DING MNIUFAC1 U TYPE RETNRNS - HDP 000 3 120/20B WGS SURFACE SEufn3 Fl .— AIC NUM�RROLE SWOCHANNE SERNNG wRE 1HWN CU CRNN C Lt NECIED L2 LOAD AMPS LJ EURUL PE RATING SE 1 2. 200 P 4#3/0 2 95 95 2 2. 2. 4/3/0 2 56 9t. • J 1.2 W PNNEL Lc PANEL UG k/}�/�,. i 6 GAtG e() - PVC 5u 181 S 1W PANEL LE 4#3 • IS --- 3 200 200 —ELIR 3/S/0, 1/e 2 t33 135 e 'E" CONNECTED LOPD ]t8 - 2.2 CU wN P,EE R (2)SETS GE 3/SOOMc h 1/1/O J-1/Z EACH SET --- — —_ # VRGEST LGN I) 10O,NG AND HEATNG LGADS ANE NOT CONCDENG' 2) BEFORE NSIAWNG CXr BRRS THE FLEGTRMAL CONTRH:TOR S— —1 S& W/—E PUTE RATING PMI¢ AMPS YOLTAGE CIRWrtS WIRE uAxurpcTURER —1E PRISE uMH MOUNTING ', XA t23 120/200 43 _ LUGS I —ENS ON Ep. 0' WIRE 2 NO NCN 1 2 CM PotF BNR OMPS 20 SERVIHp 2-t1 R 3T5 Am W0D0- CKT A E 2/ CONO C G. 3 RNF 20 S2160 3 5 2 e 20 2 L t] FL US 2 1] FL Lis 1200 1200 6 0 2 2 J ] - 2 -F� AN 5 22 ,? ) 9 k _ t2 13 12 15- 12 12 111 2 1 2 20— 20 — 00 1 2 12 IZ 1 2 .� 3-1-201-Etiv.-GlfR---___i _ _ C� 30 '.GW. RN i2� p 9 t2 f 12 2 1 2 1 2 20 20 RR OOR�3 RM L LOBBt L3 0 /1 2 2 uv T 081 LLDOOR 0 1 33 123 t 2 1 PO G�"x00 RLL15 . ME — PAN¢ i20+28 - t �J 2 12 29 t2 12 1 2 1 t 20 20 IXrt SIGN0$___�- SO �_ _ _ _ SPACE _. _ iOTK WAm UNE TOT, AUPS U E qlu. EUT- 23121 -_ - _ _ FEEDER THMN CU: HS @ I/8 (CND) I-,/f PVC XB 125 120/200 3 • LWS 21 E RFACE Exs OR EO _. -... LOw c[n,[R wN COND. CXT. BXR SERANG i0. E WH A Hlrt. w CO I m O, IRE xCH —NI,, w<rIS _ AN 12 f/2 20 2-13 FI- LTS.112 000 2 /3 GROUND Tt00R -GR-'p - LiGrv,S - 1/2 1 9 T ti LR. 1200 a 12 I/2 2 UN iL iS cc0 12 1/2 t IS FL Lis. 1200 6 ,2 I/Z 0LOCKET P _ p00 - - 1/2 1 2-13 1 L- 1/2 - FL LR ;Z 2-t3 3 L1S f20p e / I FH P 0 /2� 1 +0 IX 5%T 1200 2 2 /1 11 _ 20 .� —E 1/2 EMTRSGN J32 S.J0 t/2 J 20 SUPPLY FAN Sf2 2160 1/2 1 0rx rorAL 1a wnm: 1-1 AMPS u : 120 2 � _ -- L TOTN t2500 �� TOTA Ps 50 AMPS NEUt a. AM SM0 FEEDER: •/S n Ile (CND) 1-,/2' PAN¢ VitlTAOE PNABF CIRCUITS nCIURER ttPE XR — Ito/toe _ _RFAc Ns IF 11 sE Xr. CGNO, cKr. BE.. V0. PotE AMPS T�.,� I oN s[Nvw.. Am x�' VnRE, InC POLE Au.S waI15 f ,2 1/2 30 RppF EAx En JxP ep -� /z v_ Nu S' I 1-11 1 /2 2 9 11 t/2 SO ROOF Fµ 68 ]xp / 1 _ - 12 13 L �/ 1 Tl El£' CAe i IS 115+7I •OHP ELEVATOR •] 1 /2� - 2 I. 1/2 t/0 1-1/2. 3 t]Sw •pltP ELEVATOR 200I22 �2 �1/2 —2.F � - I/SNP 33 J _ -rp '- _E-µ . mrAL wAm: 105184 1 ---PS UNE: 292 AMPS ipiAL AMPS NEUT.: 8 aMvS A CU — FEEDER: 3/•GO MCM k 1/6 k 10 (ONG) S-1/, PVC PANEL AUPS VOLTAGE �_ }- ttPE __ _.__ _ XDP 600 P J E f20/209 6— coN AM PS NUMBER P01E - FUSE wRE CN + t2 L ,1R T— ]SO SERN /: '�'I 2 f 1. —EL to 40 3 3 1 1�ID 4/3 /4 BE SO _ J SE 0 3/3 /B40 - --- pt of - iAL LGAD G, CU THwN FEEDER (27S¢s of 3/JOOMCM a ,l,/0 z• u sEr PRonoE CURRENT uumxc FusEs r TwE g_. I KWmNaNEC"a0i"ME ciECTrsc[s NC NEERS *I tw i 0 iH uuM( OESAJ�"CNEELL SJZ69 1 ;_,