Loading...
400 Locust Ave 18-2474 (a)CONSTRUCTION DRAWINGS FOR Sanford, Florida ARCHITECT SLOCUM P S ARCHITECTS, P.A. W W W.SLOCUMPLATTS.COM 670 N. Orlando Avenue, Suite 1001 Maitland, Florida 32751 PH. (407) 645-3019 FAX (407) 645-2771 Structural Engineer Dansk Consulting Inc. 1613 lake Baldwin Lane Orlando, Florida 32814 Ph (407)252-4225 Mech/Elec/Plum/Engineer EPG Engineering, Inc. 1325 S. Bumby Ave. Orlando, Florida 32806 Ph (407)896-7411 Fax (407)896-7412 W G. e--) z REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 10 T` •jJ`,l�s p, y N t tL • U.. 0. Q 0 W ° LLQ a � N Z z �:m O WtoQ dao Sao W O z CnW U) w (;� o o F- U 5 DRAWN SPA CHECKED RG DATE 05/24/18 SCALE 1" =1'-0" JOB NO. 15-055 SHEET N N M M � J QLL O Q LL a � t/1 �o tr F JHX 4 V oSa w Lr M L M C Q 9 V V U V Q.. fO o z O J J � O V I Z Z q O t� �o 10 T` •jJ`,l�s p, y N t tL • U.. 0. Q 0 W ° LLQ a � N Z z �:m O WtoQ dao Sao W O z CnW U) w (;� o o F- U 5 DRAWN SPA CHECKED RG DATE 05/24/18 SCALE 1" =1'-0" JOB NO. 15-055 SHEET DRAWING INDEX COVER SHEET 05/24/18 ®° , CURRENT SHEET 05/24/18 PERMIT CURRENT REVISION NUMBER SHEET NAME SET DATE REVISION DATE AO.0 COVER SHEET 05/24/18 ®° , A0.1 a INDEX OF DRAWINGS 05/24/18 PERMIT CURRENT AO.2 UNIT AREA CALCULATIONS 05/24/18 SET DATE REVISION AO.3 ATTIC VENTILATION CALCULATIONS 05/24/18 -' AO.6a FAIR HOUSING DESIGN STANDARDS 05/24/18 �CD L) AO.6b FAIR HOUSING DESIGN STANDARDS 05/24/18 w .4 AO.7a ADA DESIGN STANDARDS 05/24/18 G AO.7b ADA DESIGN STANDARDS 05/24/18 z ��o S0.0 STRUCTURAL NOTES 12/19/16 ®° , S2.1 b1 BUILDING FOUNDATION PLAN 12/19/16 PERMIT CURRENT S2.1 b2 BUILDING FOUNDATION PLAN 12/19/16 SET DATE REVISION S2.1 b3 BUILDING FOUNDATION PLAN 12/19/16 -' S2.2b1 BUILDING 2ND FLOOR FRAMING PLAN 12/19/16 �CD L) S2.2b2 BUILDING 2ND FLOOR FRAMING PLAN 12/19/16 w .4 S2.2b3 BUILDING 2ND FLOOR FRAMING PLAN 12/19/16 G S2.3b1 BUILDING 3RD AND 4TH FLOORS FRAMING PLAN 12/19/16 z ��o S2 -3b2 BUILDING 3RD AND 4TH FLOORS FRAMING PLAN 12/19/16 aaCD S2.3b3 BUILDING 3RD AND 4TH FLOORS FRAMING PLAN 12/19/16 S2.4b1 BUILDING ROOF FRAMING PLAN 12/19/16 O J S2.4b2 BUILDING ROOF FRAMING PLAN 12/19/16 S2.4b3 BUILDING ROOF FRAMING PLAN 12/19/16 N S5.1 STRUCTURAL SCHEDULES 12/19/16 a o S5.2 TYPICAL DETAILS 12/19/16 S6.1 STRUCTURAL SECTIONS 12/19/16 S7.1 STRUCTURAL SECTIONS 12/19/16 A1.Oa ARCHITECTURAL - SITE PLAN - CODE INFO 05/24/18 ®° , A1.Ob WALL TYPES 05/24/18 PERMIT CURRENT A1.Oc ROOF / FLOOR CEILING ASSEMBLIES 05/24/18 SET DATE REVISION A1.1 FIRST FLOOR LIFE SAFETY PLAN 05/24/18 -' A1.2 ENL. CLUBHOUSE - LIFE SAFETY PLAN 05/24/18 �CD L) A1.3 2ND TO 4TH FLOOR LIFE SAFETY PLAN 05/24/18 w .4 A2.1 a BUILDING GENERAL FIRST FLOOR PLAN 05/24/18 G A2.1 b1 BUILDING FIRST FLOOR PLAN- PART -1 05/24/18 z ��o A2.1 b2 BUILDING FIRST FLOOR PLAN- PART -2 05/24/18 aaCD A2.1 b3 BUILDING FIRST FLOOR PLAN- PART -3 05/24/18 A2.2a TYPICAL BLDG. GENERAL 2ND TO 4TH FLOOR PLAN 05/24/18 O J A2.2b1 TYP. BLDG. GRAIL. 2ND TO 4TH FLOOR PLAN- PART -1 05/24/18 A2.2b2 TYP. BLDG. GRAL. 2ND TO 4TH FLOOR PLAN- PART -2 05/24/18 N A2.2b3 TYP. BLDG. GRAL. 2ND TO 4TH FLOOR PLAN- PART -3 05/24/18 a o A2.3a GENERAL ROOF PLAN 05/24/18 A2.3b1 ROOF PLAN- PART -1 05/24/18 A2.3b2 ROOF PLAN- PART -2 05/24/18 A2.3b3 ROOF PLAN- PART -3 05/24/18 A2.1 Oa FIRST FLOOR ENLARGED PLANS 05/24/18 A3.Oa1 ENLARGED PLANS AND INT. ELEVATIONS - UNIT A 05/24/18 A3.Oa2 ENL. PLANS AND INT. ELEVATIONS - UNIT A UFAS 05/24/18 A3.Ob1 ENLARGED PLANS AND INT. ELEVATIONS - UNIT B 05/24/18 A3.Ob2 ENL. PLANS AND INT. ELEVATIONS - UNIT B UFAS 05/24/18 A3.Ou1 UFAS DESIGN FOR DWELLING UNITS 05/24/18 A3.Ou2 UFAS DESIGN FOR DWELLING UNITS 05/24/18 A3.Ou3 UFAS DESIGN FOR DWELLING UNITS 05/24/18 A3.1 FLOOR PLAN UNIT "A" - DIM. AND REF. PLAN 05/24/18 A3.1 u FLOOR PLAN UNIT "A" UFAS - DIM. AND REF. PLAN 05/24/18 A3.2 FLOOR PLAN UNIT "B" - DIM. AND REF. PLAN 05/24/18 A3.2u FLOOR PLAN UNIT "B" UFAS - DfM. AND REF. PLAN 05/24/18 A4.1 a STAIR SECTIONS AND DETAILS 05/24/18 A4.1 b STAIR SECTIONS AND DETAILS 05/24/18 A4.1 c STAIRS SECTIONS AND DETAILS 05/24/18 A4.6 ELEVATOR PLANS, SECTIONS & DETAILS 05/24/18 A4.7 TRASH CHUTE PLANS, SECTIONS & DETAILS 05/24/18 A5.1 PLAN SECTION DETAILS 05/24/18 A6.0 EXTERIOR ELEVATIONS 05/24/18 A6.1 a EXTERIOR ELEVATIONS 05/24/18 A6.1 b EXTERIOR ELEVATIONS 05/24/18 A6.1 c EXTERIOR ELEVATIONS 05/24/18 A7.1 BUIILDING SECTION 05/24/18 A7.2 WALL SECTIONS 05/24/18 A7.3 TENANT SEPARATION AND SECTION DETAILS 05/24/18 A7.4 SECTION DETAILS 05/24/18 A7.5 ROOF DETAILS- SHINGLE 05/24/18 A8.1 DOOR SCHEDULE, TYPES & DETAILS 05/24/18 A8.2 WINDOW TYPES AND DETAILS 05/24/18 A8.5 GABLE / RAKE TERMINATION DETAILS 05/24/18 A9.1 FIRE RATED ASSEMBLIES 05/24/18 A9.2 FIRE RATED ASSEMBLIES 05/24/18 DRAWING INDEX HVAC PLAN - BUILDING OVERALL PLAN 12/19/16 ®° , CURRENT SHEEP 12/19/16 PERMIT CURRENT REVISION NUMBER SHEET NAME SET DATE REVISION DATE M.1 HVAC PLAN - BUILDING OVERALL PLAN 12/19/16 ®° , M.1 a HVAC PLAN - 4th FLOOR OVERALL PLAN 12/19/16 NN � M.2 HVAC PLAN - 1st FLOOR DETAIL 12/19/16 Q Ln z � M.3 HVAC PLAN - TYPICAL UNIT "A" & "B" 12/19/16 -' M.3a HVAC PLAN - TYPICAL UNIT "A" & "B" 4th FLOOR 12/19/16 �CD L) M.4 MECHANICAL SCHEDULES 12/19/16 w .4 M.5 MECHANICAL DETAILS 12/19/16 G M.6 MECHANICAL SPECIFICATIONS 12/19/16 z ��o E.1 ELECTRICAL FLOOR PLAN - 1st FLOOR OVERALL 12/19/16 ®° , E.2 ELECTRICAL FLOOR PLAN - 2nd TO 4th FLOOR OVERALL 12/19/16 NN � E.2a ELECTRICAL FLOOR PLAN - 4th FLOOR TYPICAL 12/19/16 Q Ln z � E.3 ELECTRICAL PLANS DETAILS 12/19/16 -' EA ELECTRICAL FLOOR PLAN - UNIT "A" & "B" 12/19/16 �CD L) E.4a ELECTRICAL FLOOR PLAN - UNIT "A" & "B" UFAS 12/19/16 w .4 E.5 ELECTRICAL NOTES AND DETAILS 12/19/16 G E.6 ELECTRICAL RISER DIAGRAM 12/19/16 z ��o E.7 ELECTRICAL PANEL SCHEDULES _ 12/19/16 aaCD E.8 TV AND TELEPHONE RISER DIAGRAM 12/19/16 E.8a FIRE PROTECTION DETAILS 12/19/16 O J E.9 LIGHTING DETAILS 12/19/16 E.10 ELECTRICAL SPECIFICATIONS 12/19/16 N SLA SITE LIGHTING PLAN 12/19/16 SL.2 SITE LIGHTING DETAILS AND NOTES 12/19/16 P.1 PLUMBING FLOOR PLAN - OVERALL 1st FLOOR 12/19/16 ®° , P.2 PLUMBING FLOOR PLAN - 2nd TO 4th FLOOR 12/19/16 NN � P.3 PLUMBING PLAN - 1st FLOOR DETAIL - SEWER 12/19/16 Q Ln z � P.4 PLUMBING PLAN - 1st FLOOR DETAIL - WATER 12/19/16 -' P.5 PLUMBING PLAN UNIT "A" - SEWER 12/19/16 �CD L) P.6 PLUMBING PLAN UNIT "A" - WATER 12/19/16 w .4 P.7 PLUMBING PLAN UNIT "B" - SEWER 12/19/16 G P.8 PLUMBING PLAN UNIT "B" - WATER 12/19/16 z ��o P.9 PLUMBING SCHEDULES 12/19/16 aaCD P.10 PLUMBING DETAILS 12/19/16 P.11 PLUMBING SPECIFICATIONS 12/19/16 O J FS.1 FIRE SPRINKLER OVERALL PLANS 12/19/16 ®° , FS.2 FIRE SPRINKLER NOTES AND DETAILS 12/19/16 NN � FS.3 FIRE SPRINKLER SPECIFICATIONS 12/19/16 Q Ln z � REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 V I TTS �� x*. ®° , N Ln 10r� WP LL. J �C NN � 05/24/18 a� Q Q Ln z � CL J F- N a ' -' a��o �CD L) C, a��Ui w .4 CJ Lu G Lflw� H- _ z ��o N aaCD U v foo z O O J w �o a� N zz a o r 'N TTS �� x*. ®° , L; WP LL. J �C DATE 05/24/18 SCALE JOB NO. 15-055 Q D O W cr LL M a cl)a cf)Z Z W O cl)�m 0 Wa z �a a � O LL Oa U. W < o ,L W>- O Z V DRAWN SPA CHECKED WP DATE 05/24/18 SCALE JOB NO. 15-055 SHEET FLORIDA PRODUCT APPROVAL LIST PRODUCT MODEL NO. MANUFACTURER EVALUATION AGENCY PRODUCT APP. # EXPIRATION DATE WINDOW DUFIAGARD DOERS WINDOWS MNFR. LLC RYAN J. KiNC, P.E. FL 15099.2 12/31/2018 AUTOMATIC BESAM RESILIENCE ASSA ABLOY ENTRANCE NATIONAL ACCREDITATION FL 16128-R3 12/31/2018 ENTRY DOOR DOOR SYSTEM SYSTEMS & MANAGEMENT INSTITUTE EXT. DOORS WD. -EDGE STEEL SIDE HINGER DR. 0000 NATIONAL ACCREDITATION & MANAGEMENT INSTITUTE FL 4904.2 12/31/2020 "FRENCH" DOOR DIAMOND DOERS WINDOWS MNFR. LLC LYNDON F. SCHMIDT, P.E. TOTAL NUMBER OF FLOORS OVERHEAD DOOR WINCODE STL. COPLAY DWELLING UNITS ON 1ST FLOOR FL 5678.4 05/21/2028 18 DWELLING UNITS ON 2ND FLOOR SERV. 24 DWELLING UNITS ON 3RD FLOOR SOFFIT VINYL SOFFIT 24 DWELLING UNITS ON 4TH FLOOR FL 12198.3 04/20/2021 24 TOTAL NUMBER OF DWELLING UNITS TAMKO BUILDING PRODUCTS ROBERT NIEMINEN, P.E. 90 UNIT BREAKDOWN UFAS (5%) HEARINGNISUAL (2%) SOUTHEASTERN METAL JIM HORTON (REQ. =4.5 - PROV. =5) (REQ. =0.27 - PROV. =2) UNIT "A" 3 1 65 UNIT "B" 2 1 25 LIVING AREA PER FLOOR (NRSF) UNIT "A" UNIT "B" FIRST FLOOR 8,470 SF 3,428 SF 11,898 SF SECOND FLOOR 10,285 SF 5,999 SF 16,284 SF THIRD FLOOR 10,285 SF 5,999 SF 16,284 SF FOURTH FLOOR 10,285 SF 5,999 SF 16,284 SF BUILDING AMENITIES CLUBHOUSE 6,565 PORTE COCHERE 1,209 SCREENED PORCH 1,271 2ND - 4TH FLOOR MULTIPURPOSE ROOM 500 (3) 1,500 TOTAL GROSS AREA PER FLOOR (GSF) FIRST FLOOR 25,828 SF SECOND FLOOR 22,971 SF THIRD FLOOR 22,971 SF FOURTH FLOOR 22,971 SF 94,741 SF FLORIDA PRODUCT APPROVAL LIST PRODUCT MODEL NO. MANUFACTURER EVALUATION AGENCY PRODUCT APP. # EXPIRATION DATE WINDOW DUFIAGARD DOERS WINDOWS MNFR. LLC RYAN J. KiNC, P.E. FL 15099.2 12/31/2018 AUTOMATIC BESAM RESILIENCE ASSA ABLOY ENTRANCE NATIONAL ACCREDITATION FL 16128-R3 12/31/2018 ENTRY DOOR DOOR SYSTEM SYSTEMS & MANAGEMENT INSTITUTE EXT. DOORS WD. -EDGE STEEL SIDE HINGER DR. MASONITE INTERNATIONAL NATIONAL ACCREDITATION & MANAGEMENT INSTITUTE FL 4904.2 12/31/2020 "FRENCH" DOOR DIAMOND DOERS WINDOWS MNFR. LLC LYNDON F. SCHMIDT, P.E. FL 19007.7 12/31/2018 OVERHEAD DOOR WINCODE STL. COPLAY INTERTEK TESTING FL 5678.4 05/21/2028 PAN O.H. SERV. SOFFIT VINYL SOFFIT KAYCAN LTD MIAMI DADE FL 12198.3 04/20/2021 ROOF ASPHALT SHINGLE TAMKO BUILDING PRODUCTS ROBERT NIEMINEN, P.E. FL 18355-R4 09/17/2018 ROOF OFF RIDGE VENT SOUTHEASTERN METAL JIM HORTON FL 26335.3 09/20/2022 MANUFACTURING CO. UNDERLAYMENT UNDERLAYMENT GAF ROBERT NIEMINEN, P.E. FL 10626.1 05/19/2020 UNIT A (COUNT) # OF UNITS ON SITE 62 TOTAL # OF BEDROOMS 1 TOTAL # OF BATHROOMS 1 UNIT AREA 605 SF HEARING/VISUAL 1 UNIT A - UFAS (COUNT) # OF UNITS ON SITE 3 TOTAL # OF BEDROOMS 1 TOTAL # OF BATHROOMS 1 UNIT AREA 605 SF UNIT B (COUNT) # OF UNITS ON SITE 23 TOTAL # OF BEDROOMS 2 TOTAL # OF BATHROOMS 2 UNIT AREA 857 SF HEARING/VISUAL 1 UNIT B - UFAS (COUNT) # OF UNITS ON SITE 2 TOTAL # OF BEDROOMS 2 TOTAL # OF BATHROOMS 2 UNIT AREA 857 SF REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET OFF RIDG E VENT 46 x 2-1,2 VENTS REQUIRED :50%:-w SOFFITS' 50% RIDGE V' ATTIC VENTILATION CALCULATIONS - AREA* I OFF RIDGE VENT ATTIC VENTILATION CALCULATIONS - AREA 2 46x 2-1/2 ATTIC VENTILATION CALCULATIONS - AREA 3' VENTS REQUIRED ATTIC VENTILATION CALCULATIONS - AREA4 100 LN. FT:. 4.96 SQ, FT: 52.144 SQ, FT; 5096 - SOFFITS< REQUIREDA'REA P'ROVIDEDAREA 506 - R11 DOE VE N7 9.92.SQ FT. 56.94 SQ. FT. REQUIRECAREA PROVIOfDAREA > NET VENT. SOFFIT AREA: 10Ctx1.33x0,4 REQUIREDAREA PROVIDEDAREA 0.8000 SQ. FT VENTS REQUIRED REQUIRf,DAREA PROVIDED AREA 4 VENTILATION = VENTILATION' 5 VENTS REQUIRED VENTILATION VENTILATION 2144 SQ. FT, VENTILATION"VENTILATION 3.2 SQ. FT; VENTILATION; VENTILATION 2996 SQ. FT; 5096' -SOFFITS TOTAL SQ, FT. 3000 'S[C.. FT.. 4.95 SQ. FT., 52, 1A TOTAL SQ. FT. 3006 SQ. FT"., 4.95 SQ. FT. 5'3.20 SQ. FT TOT'AL SQ. FT 3165 S'Q, FT 5096: -RIDGE VENTS: 5.08 SQ� FT. 2.4Q WQ. FT.;; 0.0038 ` S FT. 3.20' 4.95 Q. S .FT.. Q 1203 EBC 0.003$ 50 - RIDGE VENTS- 1203=FB0 0.00:33 56.66 S . FT! 10.11; SQ. FT; � 1203 FBO 0.0033 SQ. FT,: TA VENTILATE AREA` TQ. L _ _ [� 57.20 . FT 9. 0 S T, S 9 Q F Q OT AL VENTiL�1TE AREA T _ D _ 9.89 SQ. M REQVENTILATEDAREA 9.90 SQ. FT: RfQVENTILATEDA:REA' 9.92 SQ. FT REQVENTILATED AREA 113.4-4 SQ. FT; 165 LN. FT EAVE SOFFIT LENGTH 100 M FT. EAVE:SOFFIT LENGTH :' 98 LN. FT'. EAVE SOFFIT LENGTH ' 105 LN:. FT.'. 1.33 lN. FT:< SOFFIT WIDTH: 7..33 LK FT. SOFFIT WIDTH 1.33' LN, FT. SOFFIT WIDTH 1.33 LN. FT_ 219.45 Q. FT 219.45 SQ. FT. TOTAL SOFFIT AREA 103.00 SQ. FT.. 133.010 SQ. FT, TOTAL SOFFIT AREA 130.34 SQ. FT_ 130.34. >SQ. FT': OT' - TOTAL SOFFIT AREA ";9.65SQ-FT,;..1 7.a S ' 39.E5 Q. FT 0.4.= OPENING 0.4 %0 0.4 % OPENING 0.4; 165xl 33x"0x4 NET VENT, SOFFIT AREA 100x1:33x0:4 NET VENT. SOFFIT AREA 98XI.330.4 NET VENT, SOFFIT AREA 105x1.33414 87.78 SQ- FT., X3.20 SQ. FT, 52.14 SQ. FT. 55.86 SQ. FT 0.80 SQ. FT 4 OFF RIDGE VENT 46 x 2-1/2 VENT SRE QUIRE D 4.94: SQ. FT 8717& SQ, FT; 509 -`SOFFITS. 4.94 SQ. FT, 8.2 SQ. FT. 50%- RIDGE VEN 9.89 SQ. FT, 90.98 SQ. FT, TOTAL VENTILAT ATTIC VENTILATION CALCULATIONS - AREA 5 135.66 SQ.. IFT. , 0 - 0. 80 'S Q, FT 4.95 SQ,FT, 4.95 SQ. FT. ATTIC ATTIC VENTILATION CALCULATIONS - AREA 6 0.4 .}"t. rl.:. 53.20 SQ. FT 3.2 SQ. FT=,. 56.40: SQ. FT. OFF RID GE VE N T 46x 2`-1,12 VENTS REQUIRED; 50%- SOFFITS 50%- RIDGE VENTS TOTAI.VENT:ILATEL AE ATTIC VEN TILATION CALCULATIONS - AREA 7 REQUIRED AREA PROVIDEDAREA VENTILATION' VENTILATION TOTALSQ. FT. OFF RIDGE VENT 0. 80 SQ. FT. 46x 2-1/2 F VENTS REQUIRED 4.80 SQ. FT. 100 LN. FT:. 4.96 SQ, FT: 52.144 SQ, FT; 5096 - SOFFITS< 4.96 SQ. FT, 4.8 SQ. FT 506 - R11 DOE VE N7 9.92.SQ FT. 56.94 SQ. FT. TOTALVENT ILAT'E ATTIC VEN TILATION CALCULATIONS - AREA 7 REQUIRED AREA PROVIDEDAREA VENTILATION' VENTILATION TOTALSQ. FT. 3000 SQ,FT.. 1203 FBc 0.0033 REQVENTILATEDAREA` 9.90 SQ. FT. EAVE°SOFFIT LENGTH= 100 LN. FT:. SOFFIT WIDTH 2.38 LN. FT' TOTAL SOFFIT ARE+4, 133.00 SQ. FT. 133.00 SQ. FT. % OPENING 0.4 NET VENT. SOFFIT AREA: 10Ctx1.33x0,4 53.20 SQ. FT 0.80 SQ, FT. 3> 2.4 SQ, FT. 5.22'SQ. FT 55.86 SQ, FT._ 5.22 SQ. FT. 2.40 SQ. FT. 10.44; SQ. FT' 58.28 SQ. FT. ATTIC VENTILATION CALCULATIONS - AREA R REQUIRED AREA PROVIDED AREA' VENTILATION VENTILATION 3000 SQ. FT, 0.0033 9.90'SQ. FT. OFF RIDGE VENT'' OFF RIDGE VENT OFF RIDGE VENT' OFF RIDGE VE NT cm M CN7 46 x' 1/2: 0.80 SQ. FT, 46 x 2-1 2 0.80 SQ. FT: Q 46x 2-1/2 0.80 SQ. FT. 46x 2-1/2 0.8000 SQ. FT VENTS REQUIRED 3 VENTS REQUIRED' 4 VENTS RE QUIREI7 5 VENTS REQUIRED 3 2144 SQ. FT, La 3.2 SQ. FT; LL 4.00 SQ. FT, W 2.4000 SQ, FT.,. 5096' -SOFFITS 5.0'I3 SQ. FT, 54.26SQ. ET: 5096'- SOFFITS 4.95 SQ. FT., 52, 1A SQ. FT; 5096- SOFFITS' 4.95 SQ. FT. 5'3.20 SQ. FT 5096- SOFFITS 4.95: SQ. FT.. 90.44 SQ. FT. . 5096: -RIDGE VENTS: 5.08 SQ� FT. 2.4Q WQ. FT.;; 50° -RIDGE VENT`S ` S FT. 3.20' 4.95 Q. S .FT.. Q 5096- RIDGE VENTS'` 4.95 SQ. FT. 4.00 SQ. FT . _ 50 - RIDGE VENTS- 4.95 S . FT. 2.40 S . FT.: Q Q TOTAL VENT[LATED AREA`. 56.66 S . FT! 10.11; SQ. FT; � TOT,4L VENTlLATEI� AREA __ 9.90' SQ. FT; 55.34'. SQ. FT,: TA VENTILATE AREA` TQ. L _ _ [� 57.20 . FT 9. 0 S T, S 9 Q F Q OT AL VENTiL�1TE AREA T _ D _ 9.90: FT 93 S SQ Q. FT: A oc A 41.1 7 ficlC Anr!A uo o nnn A OC A A.G n non AREA #7 - 3,000 r\I 1L1-\ Y?G - J,VVV ATTIC VENTILATION 1/16" = V-0" r►nu--r% tt-r a, 1 vo r\1 IL -r% Iry - J,VVV AREA #8 - 3,000 REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 a 0 o� W ° X U. a mN Zc 0 cf) Z a ZW J OFm V o Z WQ a� OC 0 ZO LLZ W W U. a > 0 C) 0 a � DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEEAO,3 T In �o t� cm M CN7 LL d' D Qo Q Q cn z �g� N L' C^ aX'10 vi a o v � La V LL W `j �: L c-) CD = > It . aa,, V v ��C 0 Z =� O J J W N 0 � �o _J J F- . ^ V I 00 z z z Q o �o a 0 o� W ° X U. a mN Zc 0 cf) Z a ZW J OFm V o Z WQ a� OC 0 ZO LLZ W W U. a > 0 C) 0 a � DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEEAO,3 T ��€sQ3to} ctuxiiiory #aa3aEife ra aid IP dosing the a"Cor if door does •sat nutorrimkalk dwe mdriilioit.rar gf<Ess;#£inei in door rec8t+sadaen� to 096W rlew of nes-ix)triir1g door handles x'8tiE: .. latches rpeti`s-7€as withoor grasping Or tvwist:il& mounted no higher than 4T' 1 rt0rr3a,;ii kkko ate on pirsh aide of door rd Prow a sarrf'�are o�d3aaa i A a6" clear . min, for acceeslble rrsiate; ANSI 4,3 1 IV, Min, 24" preferred clear floor ,pace beside: door on Pu '3 side so user can get out of way of door sWI-11,the actual' maateuver"ing clearances requir°sad dependon rise direiction of approach to bot:. s:dLas of the door. ANSI 4, 13.6 where vr�ilets do not have fall sides w^al€s. reirifordrit behlne. taller musr sae enlarged to sapport a folding grab bar reinforcing for horizontal rear at bade of toilet must be provided evert {elan £i fold up bier ix pioneed, rcioforciag should stiff be araWded iii shorit wall' w the side of I ifre Wet. <ioof swrirgs riasi'y wita no closer or wit4 a time delay door is fi.aiiter3 t: 5 lbs:.. for interior doors and r25 I is, for rz:xa.Ysf .<s:• Joars t i Iea, tF e ring of 31", or € morrx when door is opt e 90 degrees f� { pwmaritnt easy -to -read room signage with tamle it nuni4siars dndrsSl r�onskEaaAfaded iAvS€ 4.8 sq e ig r� M ap 4' fok fppraac, h i and . rising d,r0r i.... 36"clear trim, 1 s for rccessible �:•:,: tea•" 3 r to t nvrt slip floor ,4t,toSte_ `- su,4aces andior Mar recessed Into € aM r ANSz I 4,5 very low or no threshold Features of ANSI Complying Accessible Doors ANSI 4.13 Notes to ftaik type Gee a aantr e"ddatirwn only and art not required by ANSI or the uJ lFncz:, 3r:i3: rnum reirifonzed areas at e oiav>wti anal bathtub base cablssat L ldi,aaigh wt: rrge ared by Ole iaFdel s, for an addici anal gf at bar instatifed on the short wan besgde the 104ot is to tawbfe by lire ioryesr nttrarber *r ped{s'c, this ditnt-ttion. also sftouid be ria° Small Bathroom with Walls Reinforced for Grab Bark Iran€cesslia€e outlet ...--�-- 1s chaEi l5" ahawr: fluor per rn sS ft ie 3€i" X 48' Y isiarf€ra«f apta<:usd i3t 1rd d iii fi to the. wall for; forward reach to controls forward reach — to dight and fail switches as well as thermostat tci'fanner in;.......i of toilet ANSI grab t bar length, A Reinfoming at Toilets typ cal ze with Adjacent Walls c'entwr€rhe: (ANSI Grab Bar Lengths pf grab bar Shown for Reference Only) grab bar tilde of t3ilkt ft It€i 'ee.ommendsd 42." :ong roirtfor"big Toilet Placement at Adjoining WaUs, and. Fixtures elongated re nforelrg for poasib a addltlon of fold!ng grab bars. s** page 64 ever, In short ... _._. walls reinforcing I nwsr be at least 24 kwig ANSI grab bar lengths 2" tri 4"' daddiv'*nal relff fcw irrg at, sidim orzd bCnort-mom mimended. protruding <oiae:ts ars p-ohib- '{ted i lonj. ap circulx or, parts iris€ud;ng accessible routes and stairs, sea ANSI 4.4 Protruding L biects wing walls ..:... .. ....... .i kiwis to floor s� f` 0 4' niixl"rkq>m ar ofaj�aces graaater 1 �'�' 1 A F. pro€sscticfri fu" i{rir€rlcYi7al crlariL r f; ..._ ............... vwali hiiirg object, acseastble lin<cat:f�n All Covered Switches, Outlets, and Controls Operated on a Frequent Basis Must be lin AittessiblYe Locations 114" €'ice when approach- no Wider than 24" ing from outaine protruding older,%- is alle�waihlei: t I rz I1 , 3i r2 nit. 3f4" y0 '�' 7C3" , tla`stLtsld aIIL]trrabla. <x f arae Ytabtc If2"foY threshold wat;0 " (Not Pirefe reel- I-114 Heights diff€ci;lcfw, cont, Oil �.. Many : t{eoplY3who i. as<ihairs),^:'• .: :'�� J-• �+�: '�+`. K•5�'. ;t, :,',2',`�<}. � �o 3 Good.: Vi 314". Ertx33€:' i rnFp. � i 114•' on ., .< afi �CXhr '6ou''V' *-- Threshold DetaRs at Primary Entry 3 U1 2 Acceptable °with Impervious La€ndlrtA Sudace p InW — a3" rn:ri. uk,kEde1£n�s �"" E`as<drriinas £ i' a6" min< rd'sA3� l ANSI QQD V y moo " nY'sn; O Z Ai$€ tci'fanner in;.......i of toilet ANSI grab t bar length, A Reinfoming at Toilets typ cal ze with Adjacent Walls c'entwr€rhe: (ANSI Grab Bar Lengths pf grab bar Shown for Reference Only) grab bar tilde of t3ilkt ft It€i 'ee.ommendsd 42." :ong roirtfor"big Toilet Placement at Adjoining WaUs, and. Fixtures elongated re nforelrg for poasib a addltlon of fold!ng grab bars. s** page 64 ever, In short ... _._. walls reinforcing I nwsr be at least 24 kwig ANSI grab bar lengths 2" tri 4"' daddiv'*nal relff fcw irrg at, sidim orzd bCnort-mom mimended. protruding <oiae:ts ars p-ohib- '{ted i lonj. ap circulx or, parts iris€ud;ng accessible routes and stairs, sea ANSI 4.4 Protruding L biects wing walls ..:... .. ....... .i kiwis to floor s� f` 0 4' niixl"rkq>m ar ofaj�aces graaater 1 �'�' 1 A F. pro€sscticfri fu" Wall-I'fung and Otltf Cm m onlly Found Items vwali hiiirg object, in Public and tontrn'Ar`E'll Use Spaces Located so than 27` above They Are licit H uardous Protruding Objects floor bytf>sr5 swfni no Wider than 24" .0 pro -Ode Nil a ppo"r protruding older,%- XLL < a Q p harfging on wall s with Iaading edges t` less tha E 2.7" -Ars, Not a: Good Choice for Manly People detectable If, 'the accessible .............._.............. ........< route €a rF�asced to countertop is shorn ar.the'cyp al kltchen height of 36'% The draw€drawingin rhe Guidelines (talien frsns/+NSi Figure 6(c)),on sr hIO this drawing is based,gives this dimension as 34". The 34" dimension shown In Ilse cau{de3ines is. En no way intended to dictate counter heights in covered' dwwe€!ing units, user in a position 14'a parallel to cabinet for a side each to I j control or otalei, C <,T { .........: Y.i.{i, haadf Lira tf 411ad:t€it€cilia€ proieutior: i � , w not required between wing wdalla f®r per° standard 24"-� y � rrud ng objects with deep crsun:;er leading edges gr tee "� :�' avid base { 3; , t > ., Yuan a` to ,t :» �, cabinets ° cabiner with......... Maximum Side Reach Electrical Outlets on Walls no knetespace (From a Parallel Approach) Over Cabinets Must Be a Minimum Over an Obstruction of 36" from a Corner sl:ovw be as deep as gilt reach distance less :h{;in 36' by is Wall-I'fung and Otltf Cm m onlly Found Items vwali hiiirg object, in Public and tontrn'Ar`E'll Use Spaces Located so then rile widthref They Are licit H uardous Protruding Objects the o6j'­'t r:Eax be, bytf>sr5 swfni no Wider than 24" .0 pro -Ode Nil a ppo"r high side €€mit for if approach appi€arace; Stacked WasshedDryer Unit with Dryer and All Controls Within (teach Range of Seated User adjacent fixture s for a grab bar to be s 31sabia it :frust: be mounted In the same'relationahip tis rhe centerline of thetddlet regards les3 114" 1S•3i" of whethiir the grab a. bar is attached co a A,i» air1M of, rear mall If Ols dimension 4s less than 12", Placement Grab Bar 'hewn the 24" k ,in. im,,nr be currwperndingl}i 3r figear minimum reinforced area baa mai be or err: wr 3 to 4" odd;nEFwl 33flfdo ;ice, regl.k side ,.r rpm too et, but reincp sag at sides ofsly 15' on Must oe hinged so it and t'nwm nongrab bar aide of <s f folds apinst the: w0l remrnen£fe: tCilet., €r#" also ' behind the ilii et and preferred this side € as not Ir:terfere with 4 fold -up grab'bar Is planned for of t,nlerfb,, if actess to the f:0 and insta dation here. door should be panned for two the csntrois reyersed to swing otic and tollfac bars (18" sh<;swn) sfiifts<l to the rigrit 3" Reinforcing Beside Toilet i 5 Ili Shorter Beiause Door is possib e location for : - increased reinforcing rasir3 nt instailar.eati Located on Same Wall fts: fold -up bars of a"aid'sfp gib bar, t grab rno5i r add 8 ��krtF Toilet RetwetenTub and Lavatory dimension Toilet between Lavatory and 'Short wall Recommended: Locations for Fold -Up Grab Bars cleararieeat ttnr r`spacs: veriI*:a clearance at kAf;'isspa:ca: tisek lrerpeYRcficfilat' to'vwall puilvd intra a .10 tis.; , wid kn" spae.e Max,y maximum reach € :.. 4g 4n # w - w....... distance 4" Maximum Forward Beach (Frsxrin a Perpendicular Approach) over an Obstruction rhfnkr9i £tfm r£ tififiirirLi 71rE:.;r. even larger rein Mg Preferred for greater ease ss1ii histalling grab bars additiorW 2" rain, each s€de and bottom recom- mended to mount 24" 1tv3Yg. standard grab bar Minimum Reinforcing Behind Toilets located Beside a 'Fall II e In a Minimum Reinforcing; to the dole of Toilets High and Low forward Reach Limits From a perpendicular Approach fb`i<3?a r- irtg for -Miss type 0 bee;°. ' .._ wifi revirP 3>FSa.IY rY?E£af.,r::fita r' stadi•_'.line 00imilf.mi, i' hmerar, tfinr:ha's, chi black, to f> _o s<con:modat>e a 2:4" rise or lett) grab , '-ve- mr, the rem iwrced area tats Fray be 94dert' 10Ln should be 28to 32' long bytf>sr5 swfni N N .0 pro -Ode Nil a ppo"r differtntrimdl XLL < a Q p 'or the niotnt:ng plates. Fixed' Floor anis Nall -Mounted Bars see explanation below • Not a: Good Choice for Manly People Escutcheon Plates Extend Beyond the Given terata Bar Length stint:e �feaple f�tim�,.fr frorrr za here; rids it a r4currzrtrersdcd rf dd'tion is info ct'd zrrea ��f3i€LirrYLi' reeanarndrrcfPu' re>Eafcrr_ed tir3rlr Forst: (Control Wall] Reinforced Areas. Required by the Guidelines at Conventional Bathtubs REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 a UJ O LLa Cf) o 0C/) �. Q cf) z o ZW Q H O F V F cn LVUA Q (.DoQo Cl)LL p z o W W Z a LL X 0 la U DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET AO,6a to ,G 01 N Cn ` •�,�� L, 10Ln l) N N ( ,, XLL < a Q p to Z H � n n • J ~ N a a J a�%0 �o Vi vi a��I.- J_ � __ Q 5 3 U1 W p InW — p Z M LU LnO QQD V y moo LL. O Z O J JW N � H O o0 N Z Z Q O d' n �o a UJ O LLa Cf) o 0C/) �. Q cf) z o ZW Q H O F V F cn LVUA Q (.DoQo Cl)LL p z o W W Z a LL X 0 la U DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET AO,6a to ,G 01 N Cn ` •�,�� L, l) O, ( ,, a UJ O LLa Cf) o 0C/) �. Q cf) z o ZW Q H O F V F cn LVUA Q (.DoQo Cl)LL p z o W W Z a LL X 0 la U DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET AO,6a Y„ L-shaped �-ab bar 'N s sOme people ntay benefit from a verticaf 0 a Wr o.w ttr erid wa€I � E° bars c2iq is ary leng1F1`s. so loq-, as dinnertsion*4 r end it flexed <x� � � _ t ,X * Vertical Grab Bar 'x `"'t `rnftaF c'rr. ii . n8 ,' . l 24" 't t I Provides SupportRequired Rainford maw i for Ambulatory Users When Shower is Only f Max Bathing Fixture ' Y f rc is f<aeeiEa'£raf c>p^scam y a *&?&3�t gvften S150WffiE' 2 i a «r:. f ...... tl �s bar <s omletrzl if a h+ Ella - Q I i e�tt€ fraih:n fsaCslrc fay a e3 #'. n>Pe� seat is i3sralled Y; x covered dwelling unit l `�Pt X' "'3� n , ^^ the low is:wr >3 ised by tn.G� e oprEonal .M 4yn $ �px,- gtiJ ! h „i r�` s , ; weho cllntb dawn ?vto the rub 3lscwrer 4i*pwi',u the higher level bars; are used by People trwisfer0rig artto the tub and l�" r9 , ttp sal A c�C SHat hra rr..�� by those who stand to sho vrr�t 0 ANSI Grab Bar Configurations s Ef;ed in " at Conventional Tubs ANS; �. \ (for Refer=ence Only) Seat and Greig Bar in 36" X 36" shower 0 Max: S 3: 4r rtiin- �J back and Bross member Inq n= o be removed phimbiag and IaYatat yy ei�,,3f'er plywood. gusent 'wEy be needed stif#enlsg. ai:�e� sack wall ad&Wonai rein&reed recomml er Reinforced Areas Re"lred by the Guidelines at Conventional eathtla€bs Standard Base Cabinet. Modified to 8o Removable :v�11-r1tb,eEree crauncertop support bracket% Removing Vanity Cabinet to Expose Knee Spate .... L�I::. tet:,tYrirSgJ r rel:'®w:t�irl�E vkrlryr Cabinet > d p arts shot ore 6-,e jarll depoh of t>im .gong and risolf bafhrrc-rm Head ry"Pft, 4faxId be °wutated or <rm,,,red sieVi �� Isr>nr�ke� pr:aj=ls< J�j exposrcf w IEtee same Exposed Knee Space Under Brackot-Supported [ountartop Lavatory foan" or fiber Insulation M - with. ;3'Ea[eerive ovsrwfap on drain, hot water supply, and sharp edges Lavatory with Removable Insulation pipe protection s#t:avrer v€nor avower onfiguratims Permitted ,1�1' CIE, ar fldmr:> s�� e firsah arFrl para=.€ei with o". trot wal. 3^ mini. �t, traR wsall Guideline. Requirements for Clear Floor Space at Showers 36" X 48" SN 3V' X 98" SPaca f cr shf With contra i, 32" sho fly" X. 4X, tie r ; afintcr flush with tc)ntrol'wall Other Shower Sizes Fleet the Requirements of the Guidelines bracket- yer�gazrt€d tournertop lawatvey ANSI 15 6 Requirements at Knee Space (Guidance for Knee Space in A Barthracrrts) tiger pulls_ .............. Petra lel Za r-snge Knee Space at Lavatories that Meets the Requirements for 8 Bathroar ! Space for Parallel Approach Required at Range and Cooktop floor 4,.pacm for a lel ;Ippr rdi�.h nuisr sntere.d oo fixture ::dine of floor space .dine of range ar^i Stacked 1MwheritFryer Unit with Drysr and All Controls Within Reach Range of Seated user w renmE'l,�ne r<f 6as n and clear r^l=nor space aligned 30' X Q4: ' Clear floor sparr- f€vel with vanity front RCB1kVVA"fW waA Cabinet Not Required Because Clear floor Space Centered on Basin (APplkable in A and B Bathroom) 10" X oif" Clear f3003 SPace per'9.4. is a,. pxrl lei approaely £e;rre<r--d or, tl,e bass,, use or offset Basin to Reduce Lavatory Length (Applicable in A,and 8' Bathrooms,) Sty" wide snin_i lavatory with removable vanity aklnetis retessa:ry " 1r 30" X 48x. clear f€aior spacr: for a paraitel approarh Can of not be Centered on basin;, rherefore,knee spar -e arra f { clear floor space fo^ for- ws;c approach is re -aired Not Atteptaable for Kamliei Appr©aeh Removable Base Cabinet Must Be Provide Bee,aEuse Clear Floor Space Can Not Be Centered (Required in A and B Bvithroonts) REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET AO,6 F ON SCHEDULE IPTION DATE T SET 05-24-18 10 mat s x ism } BID : € LLSVE x Inc i r..««««. -� am ftm spm Low At , t 1�:",,s,;• ;�„ z;.;,,� ..;.car. D- �r« £ , ., ,,, ,'.� �"i": i ARes[t�nYf9 ltxi;llx¢t37Z43vmg P#F".Y+kiltz>(1T1sM#riy . ^ UPa': l *W. gni# Rskt V a�!g .„ ..••-•.i �rrCf frati�aa �~ &xik#:ars � � LL 'a#• �#fS ' H Q r w I ! Ln ! • N .. r a 1 CL d Q Il) aZz0 o vIQ Lq C H � J w Q x — T o — LL 11 51 V - -AM UJI w E,43>dMitrcr MU v4 .4gh Door Obamd1am Z M O or 1tarstttua# # ! _ > Z N i i c Q Q 'o 1F um$ �aa�sar #!#arr �icr # ! ¢ f _ [ � V � O n RAClt laxtetAr€r�far « a i °° i V O p o /1B:tNRIW5A7•#S\Cst#R1?4t1Rt;.`- ... .. y�„ g N Q W r O Q J 1< rlo RGURE rs L+a1 WrAM HANORALS skW00 AW"o .= (}om VW Folao ^ ra ;w `, FEOt hdnot• baif ea aln�ino Ufaii Foukv Do= LL Q 0 O O TRW 1 _A i #nssoss�tsls, V J 2 Z Co rim*arz{ x 1 ACCEPTAAt,e z CD Q' i\ Crxaxen an Cres# " ilsit CLRARA � i TYOW d vision iia, showing U.S. 41kBWma#y ##!3a on Incts�4 aboveOil , AT I Jon 9? tf#i l�Cseand i u# t rl�si:itk;' 3 w i I 9 4f ti220 m s 2 Is – ' € CgimertsKAM W $iert (;,W4dcss e i 81i2 a 8 3Pfd"icbdci vn atvo►►r . : , i " w \' ,.:. w _ • , is S #w gi 0 o , wAroy ie �� .."� d ., Cmafa9pc� Eo;arafax#mpna�?al. 8........ --:thtEllas iAailE##4f iEYiR! . i _ a � ' i?�1Gl�Eigtfl{#pt9 f ., >..,; 3 ,'.Asf '. • .'^<, - � # 1 � M�s-�K r z 3 [ 12 '!# ta~: 113 i i DtSf$Ti4#eCE!fdfRET i o min MiniiTriAtt9, } 1F y F oumary of a boos aced # i GRAPH OF'ItAbiNG isWATtG�+i LL N - 1 - .wy ` M !b6lBtllNswatt: 9t �, ka 7�&l1:71i �i Q ` CL Codadine � Edi J f 0 bxftrxalf► dW o . - - u .. xapoxoldAe<aaapsRtyawW 4i7att Clomme Er i#ttRt �l PrRN i0. 1CR a►Ai3E a e ei lasAe� s iA a an Khmspout C)wa€ LU o: —_ Z ti i saaY+bi HOIMAkfMI ELRVAU E AU Too AEP �R J • r , ,c y , wad } ., 7 ,., ,$ F 4 } 7� • Y3F # a F s(E flQl, NL'y: ; 'c. n. , LJ , rr„ Uj O cr.vt +# brae -els A N6�tForlra i#airdi i &3�K �&FOR SOME W"Eak"m FQRT"VrmmcRxft iRctmmiir or w Ft iM: or Cooler a w w ». �}} ~ a� ASA z J4 r V cn i MON ����pppp� A '� l�{a.i;MA � � CMS 1 r 8 Et.EYgtTigR AtlL1 INAT�R { ! � E F. ,..•, .� �: ' >L'3. 1,3,,a`.n�,7a^"�!- :: i � .ti•:w ,` 4 # i r.w # --------- K # a^- f � { �' - t i „ec • �it3 �"-, E t I �_ i� tg res rte: ..�--- ... � ':'.•"�ra•.>„rY«»7<�acK Y� �� SAFE. � ^� - o laa r ...;•: - .._..-....sss;•�-:•. aURiMMdstNEA s $ � U ��r cc A+B � � EE CdtEA'tEk w �„j„� Q A xibr3m i�A0.1+ t R n m cr PSA IWCf 7C!X14L BE s$ �, n+P z 5�a#,i. M a X tkuEC7 I�taA# THS lltEA iti�t vdNxKzt� �g xv�r,mu sm ;baa m ,� l an rQ ae �s (31D rata T {� R MMU i�<� AT � CLOSM (�€A�t° *I S>" � � Q � Ysa"1"11111444 i.�ttzcl gfi40XsliJill � _ w_._��«.__W..___.._W.._. O a Z LL CANS F3 � f t Od 0"MONS PO RE w FlOYiRYA:it GirM#f# SiitBC!•#4Oi4. >. Yi. .«�........,,...,,...,,,. > » CsiSi V w � W t # � i r 3 f, - rrr •• a ,,,. •ate„m?r*,• ; « t _. +;,*.-, 4..J'.:,.......,..•,....f. � � O cn LL W a W p a a � a<relalA—#tat _ a s mmmw40 W y ns' � eAcKv�9a8t a LL. o DRAWN J Author FWAMUSS J#KUVW Aidf AT OR i A 'i R�ct is CHECKED w Checker a DATE 05/24/18 x X w SCALE w AS NOTED JOB NO. 3 15-055 SHEET z U) Z 2 AO,7aw REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 .'cams ma....tu•m••�• w. N ID N N t$i9a?w5 ydr.,7 rs SPAM LL 4ai&ta 'twch aagr .:..:. ...•.,._._.. -.. �:ama! ,�. 3mx.zawri��aE; .... �; ..,....-_�.m.� �,...„..-.«.....x....,..,.,.:,.... Lc-, :. • J ~ N �t�tiFikrr{a3 �' c O ^^ v }k 3p ifs, (7�xpn by 1=5~) i m � Q � � H Lo o C V 3s a E !!# 9 Rt#3Rfin Wizc of �w31 u,tn L)j z �7 -- fa�a• a wine eak co g O Q J w w r 0 H 2 rim x % p O O z z i w Q o 0 10 AAP':EBBi' 3 ! �kf�fi :�, • r } U 011 vp �udastEzwfEaak � t w � ,n� s i t E w �� � fir; �r a F MUM 30 FIGURE 32FWAWX 36 'MLAT STALLS SHOW” diiiAl N i tlg" FLOOR SPACE AT LAVA'�D S 3 m z w zU) U E o J C) 0 a ice' f•-----�s�fceai s 3�xw +4i#�� j}g�% `x z "`^,•-.. '`` P� �EA``/;�---"�'+�l"f ��""....r �c �AtN IrW� n' Y�iA � Eid31 ,� r• :7.a 4 .�...� I --CONTROLAREAo c Q i ..«.co so min t SPACE « .� «« .. ,.. rM; < LU O vvft Swi irtTub is 354n by 3e4fs (91 54M by 916-0" Saab � a u w z M _ F U) - Ef wr -. wale«., - ttAEldfS� ►Rk�ka4 � cr Z w 0 wrwwJ� r- aw�ae+ a Ct4+�i'+StE99A 4'giY.A hfl:�wa44ti a C0IAPRXw!!Y*•.6SIs:i:: ¢ Z W w uwkw cn x z «. oll.cc cc LLJ Q O x wt w Z 24agn 24 Skff V4 l ' a""V *4 A :AYR CXR' A #EfA* �'"M Wrft N TFf el"M "VAT STAs_ .rr. N V ♦ Q ", a O a m; zr r ta. mG .�a, ., rt,}ti:�t..wsr,»®.•^^�:a.^••," x TWi+lVA'Tk)RY*fra}.B.WT09ROA04fO'f1lt'+fXrk3A"AR PWM Sl►fM:N'Rf44**T : 3 } q •1 qf� O �$YilA7:tQftT f�t �SFhC�A49SL WMA409T, ri. LL tk1� C DL"Rif Gk4 *�B k ipi ifa $hY.t fCd i�Ak Y Cdi4 �$1�4x 7JY f�tdkiti:4i15 A?T fFkE fii%7 $TiNl1 n ' 1lERT kCk.C''C'St4RiLit?LQ�AYS'Eif1Tk'Bi1Ra�btYAii27C4R»TSY'f1#R$iTOR> AMA k �,..�" k t z Q 3: iCJk1 ET 35fAa#J SSR akAti f iliiS 2Pk7 G Y9 iSRie 0i C4r+IE BF+t PAR RMf PS9C311R@ • «7 a EAieW�a9 f5 [is 0 v,I _ f rrnaa:sa�A� ClMnYs s�4.Fb:A. r W (/i W W LL Foot WK a0 0 ST'AL1. NEW C NV'STRU SMMVRS ANO CLOSETS WE AW GPACMaP "ANM"AND i w Q H c cc a o DRAWN coJ Author cc CHECKED w cc Checker a DATE 05/24/18 U X w SCALE w AS NOTED cr co JOB NO. 3 15-055 cc SHEET - w z 0AO,7b Z w Fi10101L1110'., 111111: 1x� CODES MM STANDMM 1. WIND LOADS AS PER: A. FLORIDA BUILDING CODE 2017 EDITION, FOR A 140 MPH(ULT)/108 MPH(ASD) WIND SPEED, EXPOSURE C, +/-0.18 INTERNAL PRESSURE COEFFICIENT, 1.0 IMPORTANCE FACTOR, AND RISK CATEGORY II. B. THIS BUILDING IS DESIGNED AS AN ENCLOSED BUILDING. 2. THE PFMCT WAS DESKM IN ACCORDANCE WITH THE: A. FLORM BUILDING CODE 2017 EDITION. B. BIJIL01NG CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318/ 2014 EDITION). C. MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (RCI 315/ LATEST EDITION). D. MANUAL OF STANDARD PRACTICE FOR WELDING REINFORCING STEEL, INSERTS & CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION. AWS. D1.4/ 1998 EDITION. E. NATIONAL DESIGN SPECIFICATION, WOOD CONSTRUCTION NDS/2015 EDITION. F. FLORIDA BUILDING CODE - ALLOWABLE STRESS DESIGN FOR WOOD PER SECTIONS 2304, 2305 AND 2306. 3. ARCHITECTURAL AND MECHANICAL DRAWINGS: A. THE STRUCTURAL DRAWINGS ARE PART OF THE CONTRACT DOCUMENTS AND DO NOT BY THEMSELVES PROVIDE ALL THE INFORMATION REQUIRED TO PROPERLY COMPLETE THE PROJECT STRUCTURE. THE GENERAL CONTRACTOR SHALL CONSULT THE ARCMITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AI4D COORDINATE THE INFORMATION CONTAINED IN THESE DRAWINGS WITH THE STRUCTURAL DRAWINGS TO PROPERLY CONSTRUCT THE PROJECT. B. REFER TO ARCHITECTURAL, MECHANICAL OR ELECTRICAL DRAWINGS FOR ADDITIONAL OPENINGS, DEPRESSIONS, FINISHES, INSERTS, BOLTS SETTINGS, DRAINS, REGLETS, ETC. C. BEFORE ORDERING ANY MATERIALS OR DOING ANY WORK, THE CONTRACTOR SHALL VERIFY ALL MEASUREMENTS TO PROPERLY SIZE OR FIT THE WORK. NO EXTRA CHARGE OR COMPENSATION WILL BE ALbO lM BY TME o R RESULTM FROM TME CQNTRVICTOR'S FAILURE TO COIIIPLY " T1.11S REC IV RfdIFEIOT. D. OWZ1 PANIMS SMALL BE BROUGHT TO THE ATTENTI»N OF THE ARCHITECT AND ENGINEER BEFORE PROCEEDING NTH ANY WORK. E. ALL STRUCTURES HAVE BEEN DESIGNED TO RESIST THE DESIGN LOADS LISTED ONLY AS COMPLETED STRUCTURES. THE GENERAL CONTRACTOR SHALL FULLY BRACE AND OTHERWISE PROTECT WORK IN PROGRESS UNTIL THE STRUCTURES ARE COMPLETED. THE GENERAL CONTRACTOR SHALL ALSO INSURE THAT ITS OPERATIONS AND PROCEDURES PROVIDE NO LORDING GREATER THAN THE DESIGN LOADS LISTED ON ANY MEMBER. 4. SECTIONS AND DETAILS: ALL DETAILS, SECTIONS AND NOTES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE UNLESS OTHERWISE SHOWN. SPECIALTY ENCRIEERED PRCAIJCTS 1. THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE THE PROPER SUBMISSION OF SPECIALTY ENGINEERED SHOP DRAWINGS WHICH SHALL BE SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ASSURE THAT THE SPECIALTY ENGINEERED SHOP DRAWINGS ARE SUBMITTED IN A TIMELY MANNER SO AS TO ALLOW REVIEWS AND RESUBMISSIONS AS REQUIRED. ALL SPECIALTY ENGINEERED PRODUCTS SHALL BE DESIGNED FOR THE APPROPRIATE GRAVITY LOADS AND WIND LOADS INCLUDING UPLIFT AND LATERAL LOADS. INTERIOR SPECIALTY PRODUCTS SHALL BE DESIGNED FOR LATERAL LOADS TO ASSURE STABILITY. SPECIALTY ENGINEERED PRODUCTS SHALL BE, BUT ARE NOT LIMITED T0, THE FOLLOWING: A. LIGHT GAUGE METAL INCLUDING, BUT NOT LIMITED TO, SOFFITS, CLADDING, CEILINGS, ETC. B. MISCELLANEOUS METALS INCLUDING STEEL STAIRS, MECHANICAL EQUIPMENT SUPPORTS, FRAMES THAT SUPPDRT MACHINES, PIPES OR OTHER STRUCTURAL METAL USED FOR SUPPORT OF MECHANICAL SYSTEMS. C. MISCELLANEOUS HANGERS, METAL FRAMES, LADDERS, RIGGING, HANGING WALLS, METAL RAILINGS, SAFETY RAILINGS, GLAZI14G FRAMES, CLADDING SUCH AS STONE, PRECAST, ALUMINUM, METAL PANELS, CABLE BARRIER SYSTEMS, ETC. OR ANY OTHER MISCELLANEOUS PRODUCT REQUIRED BY ANY OF THE CONSTRUCTION DOCUMENTS. FOUNDATION 1. ALL SITE PREPARATION AND EXCAVATION WORK IS TO BE PERFORMED IN STRICT ACCORDANCE WITH THE: A. RECOMMENDATIONS ON SOILS AND FOUNDATIONS INVESTIGATION PREPARED BY AN APPROVED TESTING LABORATORY PRIM TO FOUNDATION WORK. 2. THE BUILDING SITE SHOULD BE EXCAVATED TO THE DEPTH AND EXTENT INDICATED IN THE SOILS REPORT. ALL SUBGRADES SHALL BE APPROVED IN WRITING BY THE SOILS ENGINEER PRIOR TO BACKFILLING. 3. 130TTOM OF FOOTINGS ASSUMED TO BEAR ON SOIL CAPABLE OF SAFELY SUPPORTING 25010 PSF. PROVIDE FINAL REPORT PRIOR TO SITE WORK. 4. SOILS SUPPORTING ALL FOOTINGS MUST BE INSPECTED AND APPROVED BY A REGISTERED SOILS ENGINEER BEFORE COMMENCING WORK. APPROVAL IN WRITING MUST INDICATE THE SOIL IS ADEQUATE TO SAFELY SUSTAIN SPECIFIED SOIL BEARING PRESSURE. 5. BOTTOM OF ALL EXTERIOR FOOTINGS SHALL BE MINIMUM 18" BELOW EXTERIOR FINISH GRADE. 6. EXCAVATION do BACKFILL: A. ALL EXCAVATION SHALL BE KEPT DRY. EXCAVATE TO DEPTHS AND DIMENSIONS INDICATED. TAKE EVERY PRECAUTION TO GUARD AGAINST ANY MOVEMENT OR SETTLEMENT OF ADJACENT STRUCTURES, UTILITIES, PIPING, ETC. B. PROVIDE ANY BRACING OR SHORING NECESSARY TO AVOID SETTLEMENT OR DISPLACEMENT OF EXISTING FOUN0ATION OR STRUCTURES. 7. CENTERLINE OF FOOTINGS: SHALL COINCIDE WITH CENTERLINE OF COLUMNS UNLESS OTHERWISE NOTED ON DRAWINGS. 8. DIMENSIONS: ALL DIMENSIONS AND ELEVATIONS SHOWN ON THE STRUCTURAL DRAWINGS MUST BE VERIFIED AND COORDINATED WITH THE ARCHITECTURAL DRAWINGS BY THE CONTRACTOR BEFORE PROCEEDING WITH THE CONSTRUCTION. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR ENGINEER IN WRITING BEFORE PROCEEDING WITH ANY WORK. CONCRETE 1. CONCRETE EIEITS TO HAVE THE FOW.OWIM STRENGTI,S: A. FOUNDArMS 3000 PSI B. SLAB -CIN -GRACE 31000 PSI ALL OTHER CONCRETE TO BE 3000 PS UNLESS NOTED OTHERWISE. 2. ALL CONCRETE SHALL BE READY MIX AND MEET THE FOLLOWING REQUIREMENTS: A. A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI 0 28 DAYS. B. SLUMPS SHALL BE 4" MINIMUM AND 6" MAXIMUM. C. CONCRETE SMALL HAVE 2 PERCENT AIR ENTRAINMENT. D. ALL CONCRETE TO HAVE MAXIMUM WATER/CEMENT RATIO OF 0.55. E. JOBSITE WATER SHALL NOT BE ADDED. 3. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318/ 2014 EDITION), THE ACI DETAILING MANUAL (ACI 315/ 1994 EDITION), AND THE SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS (ACI 301/ LATEST EDITION). 4. SUBMIT ALL REINFORCING STEEL SHOP DRAWINGS FOR APPROVAL PRIOR TO ANY FABRICATION. 5. CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS REQUIRED BY ACI SPECIFICATIONS. 6. WELDED WIRE FABRIC SHALL COMPLY NTH ASTM A 185, UNLESS OTHERWISE SPECIFIED. PLACE FABRIC 2" CLEAR FROM TOP OF THE SLAB IN SLAB ON GRADE AND SUPPORT ON SLAB BOLSTERS SPACED AT 3'-0" O.C. 7. REQUIREMENTS: A. ALL REINFORCING STEEL SHALL BE MANUFACTURED FROM HIGH STRENGTH BILLET STEEL CONFORMING TO ASTM DESIGNATION A 615 GRADE 60. B. WWF SHALL COMPLY NTH ASTM A 185. 8. LAP ALL BARS MINIMUM 48 DIAMETERS UNLESS OTHERWISE NOTED ON DRAWINGS. LAP ALL WWF A MINIMUM OF 12 INCHES (UNLESS OTHERWISE NOTED). 9. REINFORCING BARS: A. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI RECOMMENDED HOOKS UNLESS OTHERWISE NOTED. PREFABRICATED METAL ROOF TRUSSES 1. A. SHOP DRAWINGS AND DESIGN COMPUTATIONS: 1. ENGAGE THE SERVICES OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA TO PREPARE COMPLETE SHOP DRAWINGS AND STRUCTURAL DESIGN COMPUTATIONS FOR WORK OF THIS SECTION. DRAWINGS SHALL BEAR THE ENGINEER'S PROFESSIONAL SEAL. 2. THE SHOP DRAWINGS SHALL SHOW ALL PERTINENT DETAILS OF CONSTRUCTION, INSTALLATION, AND ANCHORAGE OF THE LIGHT GAUGE STEEL FRAMING WORK. 3. THE STRUCTURAL DESIGN COMPUTATIONS SHALL PROVIDE A COMPLETE STRUCTURAL ANALYSIS OF ALL TYPICAL AND SPECIAL CONDITIONS OF CONSTRUCTION, AND SHALL CERTIFY CONFORMANCE TO THE GOVERNING LAWS AND BUILDING CODES. 4. STRICTLY FOLLOW L.G.S.E.A.'S "FIELD INSTALLATION GUIDE FOR COLD -FORMED STEEL ROOF TRUSSES" FOR THE PROPER STORAGE, HANDLING AND BRACING REQUIREMENTS. 2. FRAMING COMPONENTS FOR METAL ROOF TRUSSES: A. ATTACHMENT ANGLES, CLOSURE ANGLES, AND OTHER MISCELLANEOUS COMPONENTS SHALL BE MANUFACTURED OF COMMERCIAL QUALITY STEEL SHEET MEETING THE REQUIREMENTS OF ASTM A 446 WITH A MINIMUM YIELD STRENGTH OF 50,000 PSI AND SHALL BE FORMED TO PROFILES AS REQUIRED. ALL COMPONENTS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A 525, G 60 COATING DESIGNATION. 3. FIELD TOUCH UP: A. TOUCH UP ALL FIELD WELDS AND ABRASIONS OF GALVANIZED MATERIALS WITH ZINC RICH PAINT IN ACCORDANCE WITH ASTM A 780, ANNEX A2. B. TOUCH UP WORK SHALL BE COMPLETED PRIOR TO ATTACHMENT OF THE WORK OF ANY OTHER SECTIONS TO THE LIGHT GAUGE STEEL FRAMING. MASONRY 1. MASONRY UNITS SHALL BE A. LOAD BEARING ASTM C 90 B. TYPE II NON -MOISTURE CONTROLLED C. NORMAL WEIGHT D. ALL CMU SHALL BE LAID IN A FULL BED OF MORTAR IN RUNNING BOND (U.N.O.). 2. THE COMPRESSIVE STRENGTH OF MASONRY (F'M) SHALL BE 1,500 PSI AS CALCULATED IN ACCORDANCE WITH ASTM C1314. 3. ALL MORTAR SHALL BE IN ACCORDANCE WITH ASTM SPECIFICATION C270 A. FROM FIELD OBTAINED TEST CUBES. (MIN. OF TWO) 4. GROUT SHALL BE A HIGH SLUMP MIX A. IN ACCORDANCE WITH ASTM SPECIFICATION C476 B. HAVING A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI C. FROM FIELD OBTAINED TEST CUBES. (MIN. OF TWO) 5. ALL CONCRETE MASONRY BEARING AND SHEAR WALLS SHALL BE INSPECTED BY A CERTIFIED INSPECTION COMPANY AND CONSTRUCTED IN ACCORDANCE WITH THE "BUILDING CODE REQUIREMENT FOR MASONRY STRUCTURES" (ACI 530/ASCE 5/TMS 402) AND "SPECIFICATIONS FOR MASONRY STRUCTURES" (ACI 530.1 /ASCE 6/TMS 602)/ 2013 EDITIONS. 6. PROVIDE 8" X 8" MASONRY BEAM WITH 2 #5 CONT. AT EVERY WINDOW SILL. EXTEND BEAM 8" BEYOND EDGE OF OPENING. 7. PROVIDE HOT DIPPED GALVANIZED LADDER TYPE HORIZONTAL JOINT REINFORCEMENT (9 GA.) AT 16" ON CENTER VERTICAL IN ALL MASONRY WALLS. PROVIDE DOVE TAIL SLOT ANCHORS AT CONCRETE COLUMNS. FOR JOINT REINFORCEMENT, WALL TIES, ANCHORS AND INSERTS, APPLY A MINIMUM COAT OF 1.5 OUNCES PER SQUARE FOOT (PSF) (458/G/M2) COMPLY WITH THE REQUIREMENTS OF ASTM A153, CLASS B. 8. EPDXY GROUT SHALL BE NON -SHRINK HIGH CREEP RESISTANT, AND SHALL HAVE THE FOLLOWING MINIMUM ALLOWABLE PROPERTIES: TENSILE STRENGTH, ASTM C 30: 1,500 PSI FLEXURAL STRENGTH, ASTM C 580: 4,000 PSI COMPRESSIVE STRENGTH, ASTM C 579: 1,600 PSI/7 DAYS. 9. MINIMUM LAP SPLICES FOR REINFORCED CMU (WITH F'M = 1,500 PSI): BAR SIZE CMU SIZE #4 #5 #6 #7 #8 #9 8" 25" 31" 36" 42" 48" NOTE A A. NOT ALLOWED. MAXIMUM BAR DIAMETER SHALL NOT EXCEED ONE -EIGHT OF NOMINAL WALL THICKNESS. B. REINFORCING BARS LARGER THAN #9 SHALL BE SPLICED USING MECHANICAL CONNECTORS. C. SCHEDULE IS ONLY FOR BARS CENTERED IN THE WALL. ALL EACH FACE REINFORCING BARS SHALL BE SPLICED. PRECAST CONCRETE 1. THE DESIGN, FABRICATION AND ERECTION OF PRECAST CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 318/ 2011 AND ACI 311/ LATEST EDITIONS. PRECAST MANUFACTURE TO BE PCI APPROVED. A. PRECAST MANUFACTURER SHALL SUBMIT DRAWINGS AND CALCULATIONS WHICH MUST BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF FLORIDA. 2. A. PRECAST CONCRETE PLANK SHALL BE DESIGNED TO SUPPORT ALL SUPERIMPOSED LOADS INCLUDING PARTITION LOADS. FOR LOCATIONS OF PARTITION, SEE ARCHITECTURAL DRAWINGS. 3. IF SHIMS ARE REQUIRED AT PRECAST PLANK BEARING, THEY MUST BE CONTINUOUS FOR THE FULL WIDTH OF THE PLANK. POINT SHIMMING IS NOT ACCEPTABLE. 4. PRECAST CONCRETE MEMBERS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI, UNLESS SHOWN OTHERWISE ON THE DRAWINGS. 5. A. PRECAST PLANK MANUFACTURER TO COORDINATE WITH OTHER TRADES AND ALL CONTRACT DRAWINGS FOR SIZE AND LOCATION OF OPENINGS ON ALL FLOORS AND ROOF. 6. ALL OPENINGS IN PLANK MUST BE PROVIDED BY OR APPROVED IN WRITING BY PRECAST MANUFACTURER NO REINFORCING IN PRECAST CONCRETE PLANK IS TO BE CUT WITHOUT PRIOR APPROVAL OF PRECAST MANUFACTURER. 7. FRAMING ELEMENTS SUCH AS PRECAST CONCRETE PLANK (HOLLOW CORE, FILIGREE, ETC.) DOUBLE TEES, PRECAST CONCRETE JOISTS ARE SUPPLIED NTH AN UPWARD CAMBER. THE SLAB/TOPPING THICKNESS INDICATED ON THE PLANS IS THE MINIMUM THICKNESS. AS A RESULT, THE GENERAL CONTRACTOR SHALL SUPPLY ADDITIONAL SLAB/TOPPING, WHICH MAY BE REQUIRED FROM THE MIDSPAN TOWARDS THE END SUPPORTS OF THE FRAMING ELEMENTS TO COMPENSATE FOR THE FINAL POSITIVE (UPWARD) CAMBER AND TO PROVIDE A FLAT FINISHED FLOOR. 8. CONTRACTOR SHALL PROVIDE MINI. 2" COMPOSITE TOPPING ON ALL EXTERIOR PLANKS, SHOP DRAWINGS 1. THE SHOP DRAWINGS SHALL BE SUBMITTED IN COMPLETE PACKAGES FOR THE FOLLOWING: A. CONCRETE MIX DESIGNS B. CONCRETE REINFORCING STEEL AND WELDED WIRE FABRIC C. PRE-ENGINEERED METAL TRUSSES D. HOLLOW CORE PLANS E. STRUCTURAL STEEL 2. PRE-ENGINEERED ITEMS SHALL BE SUBMITTED SIGNED AND SEALED BY A SPECIALTY ENGINEER REGISTERED IN THE STATE OF FLORIDA. BEST TO OUR KNOWLEDGE THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH APPLICABLE MINIMUM BUILDING CODES AND IN ACCORDANCE WITH CHAPTER 633, FLORIDA STATUTES. mm". 1.11110Z 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 PROJECT #SP16-23 REVISIONS PEid`11T SET 05 -24 -IS V1 T_ r . TTff"�\ttJJ Nto cn n N N - LL Ltl t� * Q " cnJ Z:`% o F •�3 =� tL Q C 4 Z QJ n M� N a � in l Z x p 0 to a��~ 3ro L F_ ~ Vi Lq CL 15 U c a W �_ MZ LhO W to 2 Rat - U moo 0 0 Z ... V Q J J W H -i � O Dc* V1 � RED GH 501ccm 5M DATE 05-24-18 SCALE AS NOTED ..ion NO. 15-055 SHEET sono Q . TTff"�\ttJJ cry • �� 000 ly � - LL Ltl t� * Q " d Z:`% o F •�3 =� RED GH 501ccm 5M DATE 05-24-18 SCALE AS NOTED ..ion NO. 15-055 SHEET sono Q W d Q 0 Z 3ro L �- C13 �ZIL W cr 0 � W cn RED GH 501ccm 5M DATE 05-24-18 SCALE AS NOTED ..ion NO. 15-055 SHEET sono � 1001- N C+Wcx D 5M • I NIA C4N N N I • N � C!) 10'-2" ,. J LL O °° LO O 3 O O 2 O 2 O O C O O _T.E.=- S5.1 S5.1 55.1 I SC -1 12'-10 1/2' 28'-3 3/4" 22'-0" 24'-0" 6' : 12'-8" `O F30 10'-6" CD -------- ----------------- - -----------r z---- r Z-- N L-----------J------� J. 3 ......... ........................................... i--- ----- __....._ _.... ------ ---- t --- — --------- , --- --- ---------- p 1 I€ r F40.12 #--------- J E ------------- F4 12 f 140.12 € F40.12 EL. 0'-0" T.O. SLAB t (3) 1#5 N i r ` 4" CONC S ,B ON GRADE I€ ir N C I I I I o I v w/ 6x6, W1 x W1.4 WWF " L�LP2R _ f 0 1tI. "° wu. _m. F F BRIER °:. ON COM PA D TREATED � € ..........� L— I r E SUB -SOIL PICAL) r € t Ef I 1 11 C. J. TYP. s ; y _ .... t _. _. S5.1 ........ .............. f _.. i ; ...............6 E ! E € ! # � E , , , v E f z ..., , , I f t <t t� I s --------- - ------ f � r< _ f f f ! f , - - - — - -------------- z ^nN� a Sim.�.,,; ------ --------- - - vvvv .�........,.. 11 YW.YFMMLj an»»maan"aaF r»aa»..waxwmwwm>rvmmrm mmax»:wrririrr»»ma»»» n a:: a::vwma "rav».wma... v»>»»n"r..w»v»m»>mmmav»avv rnn »»»»n»n"» m rm""vaaaaanaawmirrii»a ma»»mm»a ammuwaaaa""xa:"rrr»»ira. ry »rma» mmm»» m /// f' — — S5.1 I F40.12 L------ F60.14 -- ---— — — — — — — rD r -77 7 1 1 ................. ......................... . . ...... ... .................. ------------------------------------------- ..... ........ ...................................... ......... . .......... ,E s ,....�. ,c s = ; .......N<..._.......,�., ."# 3 : t 's # E .s s r�` M.! f E j #...,....----,�.,..,�..,... . ........... ------------- H t JIM I ; ' i s , E £ ,..s _; I E ,. 3, : s -----1�.1� --•-- — — —— ! r—I�- =——------------——————{-• -- — — —— 1--- --— I----»-- Ts f f t I y'= mk EL. Ot OH s C. TYP. T.O. SLAB .`�J «ax, ".., £ 4'" CONC SLAB N1 GRADE f i . : 40 12 I � �,.. ;t w 6x6, W1 4 W 4 WWF �f1LJ r E al ' is t 1 ON " BARRIERt' #' 10 MIL VA ON COMPACTE , TREATED t � f € ( I SUB -SOIL (T SAL) br.�----- €€'— }— L7 i F20.12 1 tWilma"--------•� ITM I _ - - E4 - - - ------ BUILDING FOUNDATION PLAN -PART 1 1.) TOP OF SLAB = +0'-0". +0'-0" IS FOR REFERENCE ONLY. SEE CIVIL FOR TRUE N.G.V.D. ELEVATION. 2.) ® DENOTES C.M.U. WALL. ALL C.M.U. WALLS ARE TYPE MW -1, UNLESS NOTED OTHERWISE ON PLAN. SEE SCHEDULE ON S5.1. 3.) SC—# DENOTES HSS STEEL COLUMN, SEE 8/S6.1. 4.) FXX DENOTES CONCRETE FOOTING BELOW GRADE, SEE SCHEDULE THIS SHEET. TOP OF FOOTING = —1'-4" MIN. BELOW TOP OF SLAB UNLESS NOTED OTHERWISE. BOTTOM OF ALL FOOTINGS SHALL BE 18" MIN. BELOW ADJACENT FINISH GRADE. VERIFY ALL FOOTING ELEVATIONS W/ CIVIL AND MECH. PRIOR TO FABRICATION AND CONSTRUCTION. 5.) T.E. DENOTES THICKENED EDGE, SEE TYP. DETAIL ON S5.1. 6.) C.J. DENOTES SLAB CONTROL JOINT. SEE TYP. DETAIL ON SHT. S5.1. 7.) SEE ARCH FOR DIMENSIONS NOT SHOWN. 8.) SEE ARCH AND MECH FOR ALL SLEEVES, PIPES, INSERTS AND EMBEDDED ITEMS. 9.) SEE ARCH AND MECH FOR SLOPES AND RECESSES. 10.) - DENOTES MASONRY WALL CONTROL JOINT, SEE DETAIL ON S5.1. 11.) T.S. DENOTES THICKENED SLAB, SEE TYP. DETAIL ON S6.1. 12.) C-1 DENOTES 12"X20" CONCRETE COLUMN REINF W/(6)#5 VERT. AND #3 TIES AT 12" O.C. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ................... 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 BUILDING KEY PLAN PH. (407) 252-4225 PROJECT #SP16-23 N.T.S. LIC. EB28029 REVISIONS PER'11T SET 05-24-18 m O� #:•�yvt cS t0 , � uj ' w to z Ze C+Wcx D 5M DATE 05-24-18 NIA C4N N N o P1 M J LL Q G z� aJZ J F N CL z 0 CD� a 0 %_ J Q �cr. V CUD, W uj 0 erZ �o Z LL. W N L V W � J Z'ov "Z" a J .J W m in i O� O aIx 00z z O �� �^ V L �O m O� #:•�yvt cS t0 , � uj ' w to z Ze C+Wcx D 5M DATE 05-24-18 W o .JOB NO. 15-055 Q 0 aJZ CL z 0 O� Q �cr. z(L WQ 0 Z LL. O o W � J a m U DRAM RED C+Wcx D 5M DATE 05-24-18 SCALE AS NOTED .JOB NO. 15-055 ---- r' 0000, N w/ 6x6, W1.4 x 1.4 WWF,' . I ON COMPACTED . I N SUB -SOIL (TYPIC` ) SHEET J 1a,—n" I SC -2 MC -1 , F7n 37'-4" 34'-8" BVILDING FOUN DATION PLAN -PART 2 FOUNDATION NOTES: 1.) SEE S2.1b1 FOR FOUNDATION NOTES. BUILDING KEY PLAN N.T.S. 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 w/ 6x6, W1.4 x 1.4 WWF,' ON 10 :LBARRI ON COMPACTED FE `1`ED........ SUB -SOIL (TYPIC` ) I SC -2 MC -1 , F7n 37'-4" 34'-8" BVILDING FOUN DATION PLAN -PART 2 FOUNDATION NOTES: 1.) SEE S2.1b1 FOR FOUNDATION NOTES. BUILDING KEY PLAN N.T.S. REVISIONS PEi'�'ll? SET 05 -2d -IS V1 N W cO cn N N � J r � LL tnz� g�N aaLox V a� '%40 v cm n— g � i -- F— 3� U.0. V W Lu q- Z cLb aat V X �o� Q 0 z gJ N w W 0 0� J F- 00 z z V1 � •o . / , < ! .... Lid ou Oco w� Q I 0 w Q f Di Oto Z F— J z ` z W Z i O O F— I Q cr Z WQ LL. ca z �Z O Q — W m U DRAM RED 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 CIECKED 5M PH. (407) 252-4225 DATE 05 -24 -IS PROJECT #SP16-23 LIC. EB28029 REVISIONS PEi'�'ll? SET 05 -2d -IS V1 N W cO cn N N � J r � LL tnz� g�N aaLox V a� '%40 v cm n— g � i -- F— 3� U.0. V W Lu q- Z cLb aat V X �o� Q 0 z gJ N w W 0 0� J F- 00 z z V1 � •o . / , < ! .... Lid ou Oco w� Q I 0 w Q f Di Oto Z F— J z ` z W Z i O O F— I Q cr Z WQ LL. ca z �Z O Q — W m U DRAM RED CIECKED 5M DATE 05 -24 -IS SCALE AS NOTED JOB NO. 15-055 SHEET FAQ' -7 119" r4l —12'- 24'-4" BUILDING FOUNDATION PLAN -PARTS 2_,) VEY/ = V-0, FOUNDATION NOTES: 1.) SEE S2.1b1 FOR FOUNDATION NOTES. w 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 BUILDING KEY PLANPH. (407) 252-4225 PROJECT #SPI 6-23 N.T.S. LIC. EB28029 11 PERMIT REV15ION5 PERMIT 5ET r-05-24-18 CqLn `o C4r- " cn cn _j LL ci Ln z R Ln x xo x (L C2ciLn ci Ln Lucl. m Vcm 't Lnxm cn L=U Lu cn Z Lu L; V CID Q Z -: 04 _ U! j u -J _j W O 'o -i -1 < 00 z z CD 4Q (Y) 00 Rj W * W if) lw- 6 cc 0 1jL 0 CD CD F— Jz a. Z w 0 Q I— � z WQ O CL 0 LL. z 0 co W o � � m U DR44M RED Ile, c1r) C+4EC4CED 5M DATE 05-24-18 N I N U) I U) FAQ' -7 119" r4l —12'- 24'-4" BUILDING FOUNDATION PLAN -PARTS 2_,) VEY/ = V-0, FOUNDATION NOTES: 1.) SEE S2.1b1 FOR FOUNDATION NOTES. w 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 BUILDING KEY PLANPH. (407) 252-4225 PROJECT #SPI 6-23 N.T.S. LIC. EB28029 11 PERMIT REV15ION5 PERMIT 5ET r-05-24-18 CqLn `o C4r- " cn cn _j LL ci Ln z R Ln x xo x (L C2ciLn ci Ln Lucl. m Vcm 't Lnxm cn L=U Lu cn Z Lu L; V CID Q Z -: 04 _ U! j u -J _j W O 'o -i -1 < 00 z z CD 4Q (Y) 00 Rj W * W if) lw- 6 cc 0 1jL 0 CD CD F— Jz a. Z w 0 Q I— � z WQ O CL 0 LL. z 0 co W o � � m U DR44M RED C+4EC4CED 5M DATE 05-24-18 SCALE A$ NOTED im NO. 15-055 SHEET S2,1 b3 BUILDING 2ND FLOOR FRAMING PLAN -PART I 1/8" =1'-O" 1. TOP OF FLOOR ELEVATION = 11'-4" UNLESS NOTED OTHERWISE. 2. ROOF TRUSS AND MISC. TRUSSES SHALL BE SPACED AT 4'-0" O.C. MAX. 3. L— INDICATES PRECAST LINTEL, SEE SCHEDULE ON S5.1. FOR OPN'S LESS THAN 4' USE 8F8 -1T 4. USE SIMPSON HETAL 16 0 STRAPS ® TRUSS BEARING ON MASONRY WALL CONNECTIONS, TYP. 5. G.T. INDICATES ROOF GIRDER TRUSS BY TRUSS MANUFACTURER. 6. INTERIOR NON—LOAD BEARING STUDS SHALL BE 2X4 ® 24" O.C. (SEE ARCH'L DRAWINGS FOR LOCATIONS). 7. MECH'L AND PLUMBING FIXTURES (DUCTS, SINKS, TOILETS AND TUBS) SHOWN ON THESE STRUCTURAL PLANS ARE FOR GENERAL LOCATION PURPOSES ONLY. HOLLOW CORE DESIGNER SHALL COORDINATE WITH ARCH'L AND MEP PLANS FOR EXACT LOCATION. 8. RUNS FOR MECH'L, ELECTRICAL AND PLUMBING (MEP) THROUGH HOLLOW CORE PLANKS MUST BE COORDINATED WITH THE HOLLOW CORE DESIGNER AND MEP DWGS. (PIPING, DUCT RUNS, ETC.) FIRE SRPINKLER RUNS MUST ALSO BE COORDINATED. 9. 8" HOLLOW CORE PLANKS W/ 1" CONC. TOPPING, SEE SECTIONS. 10. CB -1 DENOTES 8" X 32" CONCRETE BEAM, REINF. W/(2)#6 TOP, (2)#8 BOTT., AND #3 STIRRUPS AT 12" O.C. 11. CB -2 DENOTES 16" X 24" CONCRETE BEAM, REINF. W/(3)#8 TOP, (8)#8 BOTT., AND #4 STIRRUPS AT 4" O.C. BUILDING KEY PLAN N.T.S. 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 N (V �I N BUILDING 2ND FLOOR FRAMING PLAN -PART I 1/8" =1'-O" 1. TOP OF FLOOR ELEVATION = 11'-4" UNLESS NOTED OTHERWISE. 2. ROOF TRUSS AND MISC. TRUSSES SHALL BE SPACED AT 4'-0" O.C. MAX. 3. L— INDICATES PRECAST LINTEL, SEE SCHEDULE ON S5.1. FOR OPN'S LESS THAN 4' USE 8F8 -1T 4. USE SIMPSON HETAL 16 0 STRAPS ® TRUSS BEARING ON MASONRY WALL CONNECTIONS, TYP. 5. G.T. INDICATES ROOF GIRDER TRUSS BY TRUSS MANUFACTURER. 6. INTERIOR NON—LOAD BEARING STUDS SHALL BE 2X4 ® 24" O.C. (SEE ARCH'L DRAWINGS FOR LOCATIONS). 7. MECH'L AND PLUMBING FIXTURES (DUCTS, SINKS, TOILETS AND TUBS) SHOWN ON THESE STRUCTURAL PLANS ARE FOR GENERAL LOCATION PURPOSES ONLY. HOLLOW CORE DESIGNER SHALL COORDINATE WITH ARCH'L AND MEP PLANS FOR EXACT LOCATION. 8. RUNS FOR MECH'L, ELECTRICAL AND PLUMBING (MEP) THROUGH HOLLOW CORE PLANKS MUST BE COORDINATED WITH THE HOLLOW CORE DESIGNER AND MEP DWGS. (PIPING, DUCT RUNS, ETC.) FIRE SRPINKLER RUNS MUST ALSO BE COORDINATED. 9. 8" HOLLOW CORE PLANKS W/ 1" CONC. TOPPING, SEE SECTIONS. 10. CB -1 DENOTES 8" X 32" CONCRETE BEAM, REINF. W/(2)#6 TOP, (2)#8 BOTT., AND #3 STIRRUPS AT 12" O.C. 11. CB -2 DENOTES 16" X 24" CONCRETE BEAM, REINF. W/(3)#8 TOP, (8)#8 BOTT., AND #4 STIRRUPS AT 4" O.C. BUILDING KEY PLAN N.T.S. LIC. EB28029 REV15iOx5 PERMIT 5ET 05-24-18 Cq LO ISM cqN N C„ � t"1 � � J ao LL tnz� h- N cm tn ` Ji Lu L J ZD W �Zion o � uj %0 V Dov V Q c�z� j J J tn I W O O ~ 00 0 co CD 00 N G O a 0 w O � � Q a D o ca z co z z w oc Uj Q o C� a- � z Z Q to O m Q W V J 0 � U 3 VRAi^Pl RED GHK.KED BM DATE 05-24-18 5GALE AS NOTED JOB No. 15-055 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 PROJECT #SP16-23 LIC. EB28029 REV15iOx5 PERMIT 5ET 05-24-18 Cq LO ISM cqN N C„ � t"1 � � J ao LL tnz� h- N cm tn ` Ji Lu L J ZD W �Zion o � uj %0 V Dov V Q c�z� j J J tn I W O O ~ 00 0 co CD 00 N G O a 0 w O � � Q a D o ca z co z z w oc Uj Q o C� a- � z Z Q to O m Q W V J 0 � U 3 VRAi^Pl RED GHK.KED BM DATE 05-24-18 5GALE AS NOTED JOB No. 15-055 � N N N C-� I N U) I U) N 100, co N N N I N U) I U) .m. —PART 2 p1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 BUILDING KEY PLAN PH. (407) 252-4225 PROJECT #SP16-23 N.T.S. LIC. EB28029 REvisioNs PERMIT SET 05 -2d -IS N LO `4 C4 N N cn cn J r .4 LL .46 t� N l a� Lcm� Q W � Q c%i ~ V sW F-� Zmm o � � �o IE 2 a V mom U a on_ to a, O W C H J F— z O V 1 � mill z:<; :. 1:::. 1.::.. `4 '•�00 �U_ co O wto IFtll Q IrLJ cc z c� 0 U) z_ cl) F-- z z oc 0 F -- o � WQ N Z O can Q W V J C� m U DRAHN RED C+IIEclav BM DATE 05-24-18 SCALE AS NOTED im NO. 15-055 N M N N N I N � I I � BUILDING 2ND FLOOR FRAMING PLAN -PART 3 1/8" =1'-o" FRAMNG MOTH, 1.) SEE S2.2b1 FOR FRAMING NOTES. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 BUILDING KEY PLAN PH. (407) 252-4225 PROJECT #SP16-23 N.T.S. LIC. EB28029 FPREVISIONS EI�"11? SE? 05 -24 -IS DRAV'iV RED c+ IEcKEv 5m DATE 05-24-I8 SCALE AS NOTED im NO. 15-055 SHEET NLn CN C4 NN M M J r � LL z U, �l ��111 F� N a as �x a � h�i Q W Q ~ tJ� � o�a� V W �ZNO lz W y� �- l U o �Z_ V Q J J W N Q, O00~ O J H ZQ Z co im • rp 0co -�i�yf 1i =_ cp Fw— li�titic Q W � Z J 0cf)� z F— Z z U. � O Ir WQ LL. 0 N oc a z CD O co o W � J C� m V DRAV'iV RED c+ IEcKEv 5m DATE 05-24-I8 SCALE AS NOTED im NO. 15-055 SHEET I r co REVISIONS PERMIT SET 05 -2d -IS � N N r%%a N cn J a � Z gI­N � M M a R Los X0 .._.. L-1 L-1 L-1 � I � 4 1 4 ELC S7.1 S7.1 57.1 23'-5 3/4" " " " „ " " / 13 -4 22 -0 13 -4 24 -0 26 -4 12 -8' 10-6 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 N r%%a N cn J a � Z gI­N PH. (407) 252-4225 L-1 L-1 L,-1 L-1 PROJECT #SP16-23 a R Los X0 .._.. L-1 L-1 L-1 a L 1 L 1 L 1 _:......_.......___...... _--------------------_..........................._.... I __ ._. _._..... a U) 0 cow 0 V Oma # Z LU eh O 0 LL. Z J 3 i s N L s i (n lz tn Q s 13; O u no S 3 ¢J r N wH ...ry �- Z ........ _ _ __ i `:1 ::::::::..::::::::.'7 -. d •t- __ ;_._.,,........,�...,., ,..,,'y..,..,,.,,.,,,.,,....,......,i .:T::c, #;.'.::...::......';Y.... :i n- ...........,.......,.,...s ..._.. \ � .................., ,.m,.................. �; . �/: a J � ?�F.,. 1� ::...+..-. L/yy,� w 3% � *:::Ld a WQ _w„.,.,�....b. : `i. O mq pm# I ; I 0 3 �: M .... . IL 0 0I s s" OJ QG 0 M Z : � ; s O E'i , s O s E f :SE � I 0 N \ M 0. 8'-8" 13'-8" 24'-4" 26'-4" 24'-4" 26'-4" BUILDING 3RD AND 4TH FLOORS FRAMING PLAN-PART1 1/S" =1'-O" FRAMM Ko�c• 1. TOP OF 3RD FLOOR ELEVATION = 22'-8". TOP OF 4TH FLOOR ELEV. = 34'-0". 2. ROOF TRUSS AND MISC. TRUSSES SHALL BE SPACED AT 2'-0" O.C. MAX. 3. L— INDICATES PRECAST LINTEL, SEE SCHEDULE ON S5.1. FOR OPN'S LESS THAN 4' USE 8F8 -1T 4. 8" HOLLOW CORE PLANKS W/ 1" CONC. TOPPING, SEE SECTIONS. 5. INTERIOR NON—LOAD BEARING STUDS SHALL BE 2X4 0 24" O.C. (SEE ARCH'L DRAWINGS FOR LOCATIONS). 6. MECH'L AND PLUMBING FIXTURES (DUCTS, SINKS, TOILETS AND TUBS) SHOWN ON THESE STRUCTURAL PLANS ARE FOR GENERAL LOCATION PURPOSES ONLY. HOLLOW CORE DESIGNER SHALL COORDINATE WITH ARCH'L AND MEP PLANS FOR EXACT LOCATION. 7. RUNS FOR MECH'L, ELECTRICAL AND PLUMBING (MEP) THROUGH HOLLOW CORE PLANKS MUST BE COORDINATED WITH THE HOLLOW CORE DESIGNER AND MEP DWGS. (PIPING, DUCT RUNS, ETC.) FIRE SRPINKLER RUNS MUST ALSO BE COORDINATED. 24'-4" mommomEm BUILDING KEY PLAN N.T.S. LIC. EB28029 • + •C, •LZ�,! J `r 4(1 cco o O 6 O cn Cj? exl V 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 Z PROJECT #SP16-23 LIC. EB28029 • + •C, •LZ�,! J `r 4(1 cco o O 6 O cn Cj? exl V Q Z W U) 0 cow 0 cf)� 0 Z LL. Z o �- Z a WQ O �C Z M 0 o W � J C� � m U DRAM RED G IElc4a D BM DATE 05-24-18 SCALE AS NOTED JOB NO. 15-055 SHEET � N -0I -0M � cn r � I � N M -0I -0M � M r U) I U) BUILDING 3RD AND 4TH FLOORS FRAMING PLAN-PART2 1/8" =1'-O" FRAMING NOTES, 1.) SEE S2.3b1 FOR FRAMING NOTES. BUILDING KEY PIAN N.T.S. LIC. EB28029 Rr--visioNs PERMIT SET 05 -24 -IS 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 PROJECT #SP16-23 LIC. EB28029 Rr--visioNs PERMIT SET 05 -24 -IS `,��ttttt�►►►►��a Q ch LL Q ?G-1 � O 4 co =� 03 •�� o E 1 J Q.. Q Z W � U. rn c V, O Cn O Z .j z W p �-- Q Cc Q WQ cc o a (L � Z � O Q Z W 0 J U m DRAM RED cafEcXD 5M DATE 05-24-18 5cALE AS NOTED JOB NO. 15-055 5MEET N LO `n cn N N M r J � LCL � Z � 1— g�N a Q La l OX x QCDv(n N J H g u V G u O. X ZwL W N Vco �o� og_ u Q J -� to a, W -1 C H O J F- 00 10-4 Z Z �o � V1 �o `,��ttttt�►►►►��a Q ch LL Q ?G-1 � O 4 co =� 03 •�� o E 1 J Q.. Q Z W � U. rn c V, O Cn O Z .j z W p �-- Q Cc Q WQ cc o a (L � Z � O Q Z W 0 J U m DRAM RED cafEcXD 5M DATE 05-24-18 5cALE AS NOTED JOB NO. 15-055 5MEET N M M M � I � BVILDING 3RD AND 4TH FLOORS FRAMING PLAN-PART3 1180 = V -o„ FRAMKG NOTES, 1.) SEE S2.3b1 FOR FRAMING NOTES. - .. BUILDING KEY PLAN N.T.S. - 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 PROJECT #SP16-23 LIC. EB28029 REVISIONS PERMIT SE? 05 -Z4 -IS DRAWN RED CHECKED 5M DATE 05-24-18 SCALE AS NOTED JOB NO. 15-055 SHEET N � I � W I U) 9 8 L 1 IF 7 r- E�f E E� - y � o.T- i! I I I I� I III i 8 —� I I Illlllll l lllllllll I li i e II I I I I � I j I I i I III --a- II I �I -_zzL- e s BUILDING ROOF FRAMING PLAN-PART1 1/8" =1'-0" ROOF 1. FRAML40 NOTES, TRUSS BEARING = 43'-4". HIP TRUSS BEARING = 46'-1 1/4". r 2. G.T. INDICATES ROOF GIRDER TRUSS BY TRUSS MANUFACTURER. 3. METAL TRUSSES SHALL BE SPACED 4'-0" O.C. MAX. .� q- J 4. QQ INDICATES TRUSS HOLD DOWN, SEE SCHEDULE ON S5.1 ao 5. O.B. INDICATES OVER -BUILT ROOF TRUSS BY TRUSS MANUFACTURER. �.[ 6. RUNS FOR MECH'L, ELECTRICAL AND PLUMBING (MEP) THROUGH PRE -FABRICATED `'� ��/IOItl1t�� TRUSSES MUST BE COORDINATED WITH THE TRUSS DESIGNER AND MEP DWGS. aoMtn Lu � a (PIPING, DUCT RUNS, ETC.) FIRE SRPINKLER RUNS MUST ALSO BE COORDINATED. V 7. BEGIN LAYOUT FOR TRUSSES AT HVAC CLOSET. ALLOW FOR 24" CLEAR AT A/C o O Z CL 2 � c FIRE DAMPER. FRAMING CONTRACTOR AND HVAC CONTRACTOR TO COORDINATE DUCT W N V �g v S LOCATIONS PIOR TO TRUSS FABRICATION. � a �gJ W � � ~ 00 00 8. USE AN 8X16 BOND BEAM W/(1) #5 T&B CONT. BAR ON TOP OF ALL C.M.U. WALLS. 00 9. L- INDICATES PRECAST LINTEL, SEE SCHEDULE ON S5.1. FOR OPN'S o 0 0 0 cd LESS THAN 4' USE 8F8-1 T - 1673 LAKE BALDWIN LANE 10. DECKING SHALL BE 22GA 1.5 TYPE B AND SECURED W/#10 TEK SCREWS AT 6" O.C. BUILDING KEY PLAN ORLANDO, FLORIDA 32814 PH. (407) 252-4225 PROJECT #SP16-23 N.T.S. LIC. EB28029 IB Fr �visiorrs Ef�I"IIT SET 05 -24 -IS I I DRAM RED C+EC4< D 5M DATE 05-24-18 SCALE AS NOTED JM NO. 15-055 SHEET r N Ln C4 CM N N .� q- J uj`irl= ao :•v o tnZ n g�N �.[ z zw `'� ��/IOItl1t�� aoMtn Lu � a V C, 0. w M o O Z CL 2 � c o W N V �g v S �Z_ � a �gJ W � � ~ m -1 O O 00 cd T� V 1 g DRAM RED C+EC4< D 5M DATE 05-24-18 SCALE AS NOTED JM NO. 15-055 SHEET .� uj`irl= :•v o �.[ z zw `'� ��/IOItl1t�� o 0 o W CL 2 0 c o ao DRAM RED C+EC4< D 5M DATE 05-24-18 SCALE AS NOTED JM NO. 15-055 SHEET IL�Z z zw o o CL 2 0 a: ao S � � m DRAM RED C+EC4< D 5M DATE 05-24-18 SCALE AS NOTED JM NO. 15-055 SHEET N t`'1 � I 9 T- I - L -1 O.B. O.E). 1-41 O.B. � I � 8 �:�j -d = �r " - r, 0. B. 11 i it I SII =l I I �� = I= — —I==II i i i I I I I I I i i i 1I- I DBUILDING ROOF F FRA111NG NOTES, 1.) SEE S2.4b1 FOR FRAMING NOTES. RAMING PLAN-PART2 00 00 00 Do 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 BUILDING KEY PLAN PH. (407) 252-4225 PROJECT #SP16-23 N.T.S. LIC. EB28029 Fr �visiorrs Ef�I"fIT SET 05 -24 -IS u N `n 1\ N N W M cq r J � LL Q H N Z 0� aRv� l a a h�i C2"-' CD Z W a o Z Z 3oVaI V W cn H J = W N aQ� V IE �oc u Q J J O W O ~ Q 00 J � ZZ co UD Lij 4 {'-' Z + q) WJ ' 0 O ooQ ►►1►1i111t W Q Z 0� J CL Z o Z Z 3r.O cr W LL.. 0 O cr Q Z O Q J � m U RED ChECKM BM DATE 05-24-18 5GAa.E AS NOTED JOB W. 15-055 NT — �::-b - M m I .Q csi � I � (n I CA 9, T-- ''�Ia*— � IO.El — j 0.13 �, I I I II II I li 0.13L7r=fit I I II I I I I I I II I I I I II i I II I I� I I I II II � II I i II V I I I II �L - � -�- --� , 7 { ,' II 1 1 1 1 1 1 I-- I I I I I II II II II I �I _h T -T -7--F T- VO.B. i I I II I I I I I I I I O.B. 11,11100 a a BUILDING ROOF FRAMING PLAN -PARTS FRAUM NQ= - 1.) SEE S2.4b1 FOR FRAMING NOTES. 8 S7.1 9 S7.1 8 S7.1 0 O 0 00 00 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 BUILDING KEY PLAN "" ` PROJECT #SP16-23 N.T.S. LIC. EB28029 FPREVISIONS ER'11T SET 05 -24 -IS DRAM RED chrnc4 v BM DATE 05-24-18 50ALE AS NOTED J013 NO. 15-055 Irl •� { • u 0 2v� �� _W O a � 3 N to `p C4 N N M N � J � LL 0 Q � Z gn � N aQ LhCL C2 Q 0� LU ^ Z J UJ � V LU cNu.� W M J Z _ j W N 2 as V �mx o� �l Z V Q J J W QO L U! Ir N O 0 O 00 L w 0 z Z � V1 �o DRAM RED chrnc4 v BM DATE 05-24-18 50ALE AS NOTED J013 NO. 15-055 Irl •� { • u 0 2v� �� _W O a � 3 0 O Z UJ L< J � Z Z w Z QO L � O L w O () (L LL c� O cn Z W oJ m U 3 DRAM RED chrnc4 v BM DATE 05-24-18 50ALE AS NOTED J013 NO. 15-055 L-1 (8F16-1 B/1 T) U -SHAPED PRECAST CONCRETE LINTEL, 2500 P.L.F. COMPOSITE CAPACITY. �­U-SHAPED PRECAST CONCRETE LINTEL, 2500 L_ P.L.F. COMPOSITE CAPACITY. (8F24-1 B/1 T) NOTES: 1. 8" PRECAST LINTELS BY CASTCRETE CORPORATION OR APPROVED EQUAL. 2. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS. 3. SEE THE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS. 4. PROVIDE 8" MINIMUM BEARING EACH END. PERCAST LINTEL SCHEDULE ---U-SHAPED PRECAST CONCRETE LINTEL, 2500 L_ P.L.F. COMPOSITE CAPACITY. (8F32-1 B/1 T) MARK FOOTING SCHEDULE MARK FASTEN TO CONC. SIZE FASTEN TO TRUSS REINFORCING VERT. REINF. SEE 2'-0" X 12" X CONT. (2) #5 CONT. BOTTOM F40.12 4'-0" FOUNDATION PLAN CONT. (4) #5 CONT. BOTTOM F60.14 6'-0" X 14" X CONT. (6) #5 CONT. BOT/#5012" O.C. TRANSV. (5) #10 S.D.S. NOTES. (2) TS22 :. : • F30 : X 3'-0" X 12" (3) #5 E.W. BOTT. F70 7'-0" X 7'-0" X 18" (9) #5 E.W. BOTT. F80 8'-0" X 8'-0" X 20" (11) #5 E.W. BOTT. (5) #10 S.D.S. (3) 3/16x1 3/4" TAPCONS (4) TS22 (5) #10 S.D.S. (3) 1/4x1 3/4" TAPCONS 4800 LBS • VERT. CD Z • ■ a {i iii �,■ F Fid: • ■ h ■s: FOUNDATION COMPONENT FOUNDATION Of a E C14 rCl4 '., `': SYSTEM NOTES. • 70 04 15 • .: 5 5 5 5 TOPPING L-1 (8F16-1 B/1 T) U -SHAPED PRECAST CONCRETE LINTEL, 2500 P.L.F. COMPOSITE CAPACITY. �­U-SHAPED PRECAST CONCRETE LINTEL, 2500 L_ P.L.F. COMPOSITE CAPACITY. (8F24-1 B/1 T) NOTES: 1. 8" PRECAST LINTELS BY CASTCRETE CORPORATION OR APPROVED EQUAL. 2. SHORE PRECAST LINTEL PER MANUFACTURER RECOMMENDATIONS. 3. SEE THE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF ALL OPENINGS. 4. PROVIDE 8" MINIMUM BEARING EACH END. PERCAST LINTEL SCHEDULE ---U-SHAPED PRECAST CONCRETE LINTEL, 2500 L_ P.L.F. COMPOSITE CAPACITY. (8F32-1 B/1 T) METAL TRUSS TIE DOWN SCHEDULE MARK FOOTING SCHEDULE MARK FASTEN TO CONC. SIZE FASTEN TO TRUSS REINFORCING F20.12 2'-0" X 12" X CONT. (2) #5 CONT. BOTTOM F40.12 4'-0" X 12" X CONT. (4) #5 CONT. BOTTOM F60.14 6'-0" X 14" X CONT. (6) #5 CONT. BOT/#5012" O.C. TRANSV. (5) #10 S.D.S. (3) 3/16x1 3/4" TAPCONS (2) TS22 (5) #10 S.D.S. (3) 1/4x1 3/4" TAPCONS F30 3'-0" X 3'-0" X 12" (3) #5 E.W. BOTT. F70 7'-0" X 7'-0" X 18" (9) #5 E.W. BOTT. F80 8'-0" X 8'-0" X 20" (11) #5 E.W. BOTT. METAL TRUSS TIE DOWN SCHEDULE MARK ALPINE CLIP FASTEN TO TRUSS FASTEN TO CONC. SIMPSON STRAP FASTEN TO TRUSS FASTEN TO CONC. ALLOWABLE UPLIFT LAT. LOAD PARALLEL LAT. LOAD PERP. O (1) TSUC5 (5) #10 S.D.S. (3) 3/16x1 374' TAPCONS (1) TS22 (5) #10 S.D.S. 3) 1/4x1 3/4- TAPCONS 1200 LBS 440 LBS 340 LBS © (2) TSUC5 (5) #10 S.D.S. (3) 3/16x1 3/4" TAPCONS (2) TS22 (5) #10 S.D.S. (3) 1/4x1 3/4" TAPCONS 2400 LBS 880 LBS 880 LBS © (2) TSUC5 (5) #10 S.D.S. (3) 3/16x1 3/4" TAPCONS (3) TS22 (5) #10 S.D.S. (3) 1/4x1 3/4" TAPCONS 3600 LBS 880 LBS 880 LBS O (2) TSUC5 (5) #10 S.D.S. (3) 3/16x1 3/4" TAPCONS (4) TS22 (5) #10 S.D.S. (3) 1/4x1 3/4" TAPCONS 4800 LBS 880 LBS 880 LBS CD Z cn COMPONENT 5 Of a E i NOTES: 1. EACH MARK REQUIRES BOTH ALPINE CLIPS AND SIMPSON TIE -DOWNS m EACH TRUSS BEARING. FOLLOW QUANTITY GIVEN. MASONRY WALL SCHEDULE MARK THICKNESS REINFORCING MW -1 8" CMU #5 ® 48" O.C. MW -2 8" CMU #5 ® 8" O.C. - SC -2 HSS10X10X1 /4 MC -1 24"X24" CMU PILASTER (4) #5 VERT/#2 TIES AT 8" O.C. +30.0/-32.8 +17.6/-29.9 +17.6/-58.8 +17.6/-58.8 50 +28.5/-34.8 +15.4/-28.6 +15.4/-50.8 +15.4/-50.8 100 +15.4/-27.9 +15.4/-44.8 +15.4/-44.8 MASONRY WALL NOTES: 1. WALL SEGMENTS SHALL BE REINFORCED WITH 9 GA. GALVANIZED LATERAL REINFORCING ® 16" O.C. HORIZ. EXTEND REINFORCING 6" INTO POURED ELEMENTS AND AROUND ENCASED STEEL. 2. ADJACENT TO ANY EXTERIOR/INTERIOR WALL OPENING, PLACE 1 #5 VERTICAL IN CELL GROUTED SOLID, FULL HEIGHT. 3. ALL MASONRY REINFORCED CELLS SHALL BE FILLED WITH 3000 PSI GROUT MIX. STEEL COLUMN SCHEDULE MARK SIZE BASE PL A. B. REM SC -1 HSS4X4X1/4 1OX1OX3/4 (4) 3/4"0 - SC -2 HSS10X10X1 /4 18X18X1-1 /8 (4) 1-1/4-0 20 +30.0/-32.8 +17.6/-29.9 +17.6/-58.8 +17.6/-58.8 50 +28.5/-34.8 +15.4/-28.6 +15.4/-50.8 +15.4/-50.8 100 +15.4/-27.9 +15.4/-44.8 +15.4/-44.8 O CD Z DESIGN LOAD SCHEDULE (ALL LOADS SHOWN ARE IN POUNDS PER SQ. FT.) a EFFECTIVE WIND AREA (SQ. FT.) 4 5 ROOF AREA 1 2 3 10 w +19.3/-64.8 +19.3/-64.8 20 +30.0/-32.8 +17.6/-29.9 +17.6/-58.8 +17.6/-58.8 50 +28.5/-34.8 +15.4/-28.6 +15.4/-50.8 +15.4/-50.8 100 +15.4/-27.9 +15.4/-44.8 +15.4/-44.8 O CD Z cn COMPONENT 5 Of a E i SYSTEM 70 70 15 15 I MISC. 5 5 5 5 TOPPING TOTAL DEAD LOAD 75 1 75 1 20 20 TOTAL LIVE LOAD 40 100 20 100 TOTAL LOAD 115 175 1 40 120 ROOF COMPONENTS AND WIND PRESSURE (PSF) CLADDING -EXP C-108 MPH ASD WIND SPEED EFFECTIVE WIND AREA (SQ. FT.) 4 5 ROOF AREA 1 2 3 10 +19.3/-30.6 +19.3/-64.8 +19.3/-64.8 20 +30.0/-32.8 +17.6/-29.9 +17.6/-58.8 +17.6/-58.8 50 +28.5/-34.8 +15.4/-28.6 +15.4/-50.8 +15.4/-50.8 100 +15.4/-27.9 +15.4/-44.8 +15.4/-44.8 1. WINS DESIGN PER FBC-2017 2. +: INDICATES WIND PRESSURE -: INDICATES WIND SUCTION 3. WALL DISTANCE A = 12 FT (COMPONENTS AND CLADDING) 4. FOR EFFECTIVE WIND AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE WIND AREA 5. MULTIPLY VALUES WITH 1.67 FOR ULT. PLAN n DOOR & WINDOW WIND PRESSURE (PSF) COMPONENTS AND CLADDING -EXP C-108 MPH ASD WIND SPEED SIZE OF WALL OPENING (SQ. FT.) WALL AREA 4 5 10 +33.6/-36.3 +33.6/-44.8 20 +32.0/-34.8 +32.0/-41.9 50 +30.0/-32.8 +30.0/-37.9 100 +28.5/-31.4 +28.5/-34.8 ES 1. WIN, D1DESIGN PER FBC-2017 2. +: INDICATES WIND PRESSURE -: INDICATES WIND SUCTION 3. WALL DISTANCE A = 12 FT (COMPONENTS AND CLADDING) 4. FOR WALL OPENINGS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER WALL OPENING AREA. 5. MULTIPLY VALUES WITH 1.67 FOR ULT. WALL ELEVATION LIC. EB28029 REvisioris PERMIT SET 05 -24 -IS w V1 N In 'O t - C4 N cnM a J LL ao tnz� 1�- N l a a J, h�i a a h�+-1 a W a H 5 CL ottn0ax V W IW- eMZ�o W N _�aF V Z)0 Q �Zv O J � to W a� 1 00 j� z z V1 � �o i �OD 0 co W Lo ~o Q 0 m Q 0cl) z un Z W J O Lu �- vWQ ca (.1 CL o U W 0 Cn U DRAWN RED 5M DATE 05-24-18 SCALE AS NOTED .im NO. 15-055 5HEET 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 " PROJECT #SP16-23 LIC. EB28029 REvisioris PERMIT SET 05 -24 -IS w V1 N In 'O t - C4 N cnM a J LL ao tnz� 1�- N l a a J, h�i a a h�+-1 a W a H 5 CL ottn0ax V W IW- eMZ�o W N _�aF V Z)0 Q �Zv O J � to W a� 1 00 j� z z V1 � �o i �OD 0 co W Lo ~o Q 0 m Q 0cl) z un Z W J O Lu �- vWQ ca (.1 CL o U W 0 Cn U DRAWN RED 5M DATE 05-24-18 SCALE AS NOTED .im NO. 15-055 5HEET PLYWOOD SHEATHING OR METAL DECKING COMPRESSION WEB SLOPING OR VERT CONT LATERAL BRACE - C.LB.) BY TRUSS CEILING �— DIAGONALS FORM BRACED BAY AT 20 FT INTERVALS: REPEAT AT BOTH ENDS 4s' 20'-0" O.C. (MAX.) METAL TRUSSES SHALL BE STORED, HANDLED AND BRACED IN WEB CONT. LATERAL ACCORDANCE WITH THE L.G.S.E.A.'s "FIELD INSTALLATION GUIDE BRACING (C.LB) AS REO -D. FOR COLD -FORMED STEEL ROOF TRUSSES" BY TRUSS SUPPLIER (4) 1/4"I x 1 3/4' WEB BRACING: LG. TAPCONS EA. �I- END. A. THE TRUSS FABRICATOR SHALL PROVIDE AND LOCATE ETAIL B CONTINUOUS LATERAL BRACING (C.L.B.) FOR EACH TRUSS WEB MEMBER AS REQUIRED. ALTERNATE SCAB, "L" AND "T" WEB BRACING MAY BE SUBSTITUTED FOR C.L.B. - WEB DIAG BRACING BY TRUSS SUPPLIER FLATTEN BRACE B. LATERAL BRACING SHALL BE RESTRAINED BY DIAGONAL —DETAL A J't�- AT Wal ONLY BRACING ( 2" NOMINAL WIDE). THIS BRACING IS TO BE - DIAG BRACING SCREWED TO DETAIL @ CONTINUOUS. SIDE OF WEB TO PREVENT LATERAL MOVEMENT O C. A MINIMUM OF TWO ROWS OF DIAGONAL BRACING 20'-Q" O.C. IS REQUIRED, ONE AT EACH VERTICAL WEB MEMBER - DETAIL A CLOSEST TO BEING LOCATIONS. 8011MI ChMD BRACING8 CONT LATERAL BRACING LOCATED ON Oh NEAR A. THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS PANEL POINT (a' -o" D.C.) LATERAL 9RACING SPACED AT 4'-0" O.C., SCREWED TO BOTTOM NorF 3505 162-33 MIN. OF THE BOTTOM CHORD. DIAGONALS PLACED AT 45' TO THE BRACING STUD MATERIAL LATERAL BRACES SHALL BE LOCATED AT EACH END AND AT 20 FOOT INTERVALS. THE MINIMUM BOTTOM CHORD C.L.B. AND BOTTOM CHORD DIAGONAL BRACING SHALL BE 350S 162-33, TYPICAL. OFTRUSSES B. WHERE THE BOTTOM CHORDS ARE CONTINUOSLY BRACED WITH A RIGID CEILING, C.L.B. SHALL BE SPACED AT 8'-0" O.C. WITH (3) /10 SMS (TYP) DIAGONAL BRACING DIAGONAL BRACING. TOP CHORD BRACING: 18 ga. GRADE 33 A. IF PLYWOOD OR METAL DECKING IS APPLIED DIRECTLY TO BENT ANGLE TOP CHORD, PROPERLY LAPPED AND SCREWED TO DEVELOP DIAPRAGHM ACTION, BRACING IS NOT REQUIRED. TRUSS CHORD DETAIL A B. IF PURLINS ARE USED, DIAGONAL TOP CHORD BRACING IS REQUIRED AT EACH END. IF BUILDING EXCEEDS 60 FEET IN LENGTH, DIAGONAL BRACING SHOULD BE REPEATED AT 20 FOOT INTERVALS. METAL TRUSS BRACING DETAIL N.T.S. rr T I I I NI I ---- -- ---- - --- -L-L-------L--�1- --L------j----�rti--- GROUT -FILLED CELLS - ----i---------F-�--'--------�--- 1- - -- 3000 PSI (TYPICAL) 171 1 I --L-- �-- 1 -�--- m ---�-L J_x- -�---- �- o Q -- -I 1-- ---1- - I-- - L-# a II T- T------- II -�--- 4 1/2" x 4 1/2" CUT 00 < ___ ___�___ _-__L__ __I__�__ __-_ j-__ _ _�- MASONRY INSPECTION m v r r - -1 & CLEAN-OUT HOLE � I DOWELS TO MATCH VERT. TYPICAL MASONRY FILED CELL DETAIL N.T.S. WALL FOOTI N G OIL SEE PLAN T. 0. FOOTI N G TYP. FTG. ADJACEN-T TO TRENCH 3'-6" NOTE: 2)#4 ( INSTALL BELOW UPPER LAYER CTR ON CORNER) OF SLAB REINFORCING SEE NOTE ABOVE SLAB EDGE wo `V (2)#4 X 6'-0" (CTR ON CORNER) SEE NOTE ABOVE 1 'p Nv 6° I 1 4 SEE PLAN FOR ADD'L SLAB REINF. TYP. SLAB CORNER REINF. NOTES: 1. WHERE HEIGHT OF MASONRY WALL SEGMENT EXCEEDS 12'-0", INTERMEDIATE BOND BEAM IS REQUIRED. 2. BOND BEAM REINFORCEMENT MUST BE CONT. HOOK BARS INTO REINFORCED JAMB AT WALL OPENINGS. 3. OMIT BOND BEAMS WHERE IT COINCIDES WITH OPENING HEADERS (LINTELS/BEAMS), REINFORCEMENT MUST BE CONTINUOUS AT SUCH LOCATIONS. MASONRY PROVIDE PREFAB. "L" JOINT REINFORCING AT ALL CORNERS PLAN_ VIEW MASONRY-, FILLED CELL, SEE PLAN FOR REINF. (TYP.) MASONRY PROVIDE PREFAB. "T" JOINT REINFORCING AT ALL T -INTERSECTIONS PLAN__ VIEW CONCRETE M COLUMN EXTEND JOINT REINF. 6"� PROVIDE DOVETAIL ANCHOR LCONCRETE INTO CONCRETE COLUMN SYSTEM 0 16"o.c. TO MATCH COLUMN HORIZ. JOINT REINF. PLAN VIEW PLAN VIEW (MASONRY LAID BEFORE COLUMN) (MASONRY LAID AFTER COLUMN) TYPICAL MASONRY DETAILS N.T.S. TYPICAL BQR0 BEAM DETAIL N.T.S. CA/'1T1 AI /� TYP. PJPE UNDER FTG. Cl eo CONSTRUCTION )NTROL JOINT YPICAL DETAIL SEE PLAN T.O. FOOTING 3000 PSI CONC. (FIRST POUR) VE CONC. SLAB ON GRADE, SEE PLAN OIL SEE PLAN x- PREMOULDED FILLER 48 BAR DIAMETER SPLICE LENGTH EL. +8'-0" T.O. BOND BM. MASONRY U -BLOCK BOND BEAM WITH 1 #5 CONT. 0 I N oil -rift i MATCH ANTITY OF IN ELLS AND CORNER B-AR(S) DETAIL O INTERSECTION BARS it MATCH SIZE AND QUANTITY OF LARGER BAR IN FOOTINGS, WALLS AND BEAMS it INTERSECTLON BAR(S)DETAIL TYPICAL BAR DETAILS 2" DEEP SAWCUT (OR 1/3 x SLAB THICKNESS) WITHIN 24 HOURS OF POUR x— x x x— METAL KEY -FORM BY KEYHOLD INC. OR EQUAL CONSTRUCTION JOINT CONTROL JOINT TYPICAL SLAB—ON—GRADE NOTE: CONTROL JOINTS/CONSTRUCTION JOINTS SHALL CREATE PANELS OF 400 SQ. FEET (MAXIMUM) ADJACENT SLI OR FILL w= xOIL SEE PLAN 1� x x If o 1 i AT STEEL TUBE COLUMN LCONC. SLAB ON GRADE, SEE PLAN TYPICAL ISOLATION TYPICAL SLAB RECESS JOINTS AT COLUMNS TERMINATE HORIZ. REINF. AT THE JOR REINF. CELL OR CO CONC. SEE PLAN CONSTRUCTION PAPER ON ONE SIDE ONLY CAULK AND PREMOLDED FOAM BACKING ROD BLOCK-OUT MASONRY AND - POUR SOLID W/ CONCRETE AT EMBED I MASONRY WALL 4" 6'-0" LG. DBL. KNOCK -OUT BLOCK CONT. WITH (2) #5 EACH COURSE ALTERNATE METHOD CMU WALL CONTROL JOINT (WCJ) DETAIL N.T.S. Li Li in STANDARD HOOK ROOF TIE SIZE (SEE SCHEDULE) VERT STL TIE SPACING (SEE SCHEDULE) DOWELS TO MATCH COL REINF SIZE AND NUMBER FIN. FL. EL. SEE FOOTING SCHEDULE NOTE: FOR SIZE AND REINF 1. ADD EXTRA TIES IF THE DISTANCE BETWEEN BOTTOM LAYER OF SLAB REINFORCEMENT AND LOWER POINT OF OFFSET BENT IS MORE THAN HALF SCHEDULED TIE SPACING. 2. WHERE COLUMN IS SPLICED BETWEEN FLOORS, PROVIDE CLASS B TENSION LAP SPLICE. TYPICAL CONCRETE COLUMN AND FOOTING N.T.S. 1'_a" i AD /TVD N a W w REINFORCING TYP. SECT.) 0 - (SEE TYP. SECT.) TYP. STEPPED FTG. CONC. SLAB ON GRADE, SEE PLAN / X x x C.M.0 WALL / SEE PLAN I o� �1 p 1 (1) #5 CONT. 11-01. BOTTOM THICKENED EDGE T.E. 1 en MAMel STEEL BEAM TO CMU `. $m FILL VOID SOLID WITH DATE 05-24-18 PROJECT #SP16-23 Jlik, 3 It�Is(�33' SWDS sm HSS4X4 1/2 x 9 x 9" LIS 4 3 4 DIA IN (2) ROWS HSS6X6 MORTAR. (4) 3/4" DIA IN (2) ROWS HSS8X8 1/2 x 13 x 1'-1" LG ODISCONTINUED WALL IN (3) ROWS W14, W16 1/2 x 15 x 1'-3" LG (9) 3/4" DIA HSS BEAM PROVIDE 12" LONG ANGLE W/(4) BOLTS PLAN VIEW LATERAL REINFORCING =xr NOTE: 1 ALL STUDS ARE 5" AND EQUALLY SPACED WITH MINIMUM EDGE DISTANCE OF 1 1/2" 2 MINIMUM EDGE DISTANCE FROM CL OF STUDS TO FACE OF CONCRETE SHALL NOT BE LESS THAN 4" WITHOUT APPROVAL BY ENGINEER NOTES : 1.- SAW CUT BOND BEAMS, TIE BEAMS 1" DEEP TO CONTINUE WALL 5 FOR CONNECTIONS ON TOP OF CMU - USE 7" WIDE 1/2" PLATE BY 15" AND (4) 5/8"0 HEADED STUDS. V LU CONTROL JOINT TO TOP OF WALL. T-ZIo 2•- CONTROL JOINT SPACING IS NOT TO EXCEED 25'-0"o.c. W N aQ V Dom IN WALLS WITH MORE THAN 25'-0" OF UNINTERRUPTED u a O J —N 0 REINF. MASONRY. REFER TO DWG'S. FOR ADDITIONAL SPECIFIED MASONRY LOCATIONS AS NOTED THUS (WCJ). 0 a� z h ' w Vl �O 3.- CONTINUE ALL BOND BEAMS, TIE BEAMS REINF. THROUGH THE JOINT. ADDITIONAL #5's ADDITIONAL #5's BACKER ROD &CAULK VERTICAL VERTICAL SEE ARCH. DWGS EMBED PL PER STL BM TO CAST IN PLACE CONC. CONNECTION SCHEDULE CONCRETE CONNECTION TO MASONRY BAR BACKER SEE ARCH\/'�_�DWGS AULK (UNLESS NOTED OTHERWISE) ALTERNATE METHOD CMU WALL CONTROL JOINT (WCJ) DETAIL N.T.S. Li Li in STANDARD HOOK ROOF TIE SIZE (SEE SCHEDULE) VERT STL TIE SPACING (SEE SCHEDULE) DOWELS TO MATCH COL REINF SIZE AND NUMBER FIN. FL. EL. SEE FOOTING SCHEDULE NOTE: FOR SIZE AND REINF 1. ADD EXTRA TIES IF THE DISTANCE BETWEEN BOTTOM LAYER OF SLAB REINFORCEMENT AND LOWER POINT OF OFFSET BENT IS MORE THAN HALF SCHEDULED TIE SPACING. 2. WHERE COLUMN IS SPLICED BETWEEN FLOORS, PROVIDE CLASS B TENSION LAP SPLICE. TYPICAL CONCRETE COLUMN AND FOOTING N.T.S. 1'_a" i AD /TVD N a W w REINFORCING TYP. SECT.) 0 - (SEE TYP. SECT.) TYP. STEPPED FTG. CONC. SLAB ON GRADE, SEE PLAN / X x x C.M.0 WALL / SEE PLAN I o� �1 p 1 (1) #5 CONT. 11-01. BOTTOM THICKENED EDGE T.E. 1 en MAMel STEEL BEAM TO CMU CONNECTION SCHEDULE $m WOEtE EMBED WKC70 DATE 05-24-18 PROJECT #SP16-23 DM �E SWDS sm HSS4X4 1/2 x 9 x 9" LIS 4 3 4 DIA IN (2) ROWS HSS6X6 1/2 x 11 x 11" LG (4) 3/4" DIA IN (2) ROWS HSS8X8 1/2 x 13 x 1'-1" LG (6) 3/4" DIA IN (3) ROWS W14, W16 1/2 x 15 x 1'-3" LG (9) 3/4" DIA PROVIDE 12" LONG ANGLE W/(4) BOLTS IN (3) ROWS =xr NOTE: 1 ALL STUDS ARE 5" AND EQUALLY SPACED WITH MINIMUM EDGE DISTANCE OF 1 1/2" 2 MINIMUM EDGE DISTANCE FROM CL OF STUDS TO FACE OF CONCRETE SHALL NOT BE LESS THAN 4" WITHOUT APPROVAL BY ENGINEER 3 PROVIDE NELSON TYPE STUDS OR APPROVED EQUAL BY ARCHITECT 4 ATTACH HSS TO EMBED PLATE W/ 5/16" FILLET. WELD ALL AROUND. 5 FOR CONNECTIONS ON TOP OF CMU - USE 7" WIDE 1/2" PLATE BY 15" AND (4) 5/8"0 HEADED STUDS. L 5x5x5/16 DOUBLE ANGLE W/(3) 3/4.0 BOLTS TO BEAM & 3/16" WELD TO EMBED PLATE. DBL. KNOCK -OUT BLOCK-OUT MASONRY A BLOCK GROUTED POUR SOLID W/ CONCRETE SOLID x 6'-0" LONG AT EMBED IN MASONRY WAL WITH (2) #5 x 6'-0" LG. 4" MIN. W -BEAM REINF. -- ---- -- - MASONRY 0 1 /2x14x12 LONG EMBED--/ -CAST IN PLACE PLATE W/(6) 3/4"0 STUDS CONCRETE IN (2) ROWS. STUDS SHALL ADDITIONAL #5's BE 5" MIN LONG VERTICAL TYP. CONNECTION TO M ASON R Y N.T.S. 6" THICK ELEVATOR ®12" E.W. (WINDOW & DOOR OPENINGS WINDOW & DOOR OPENINGS BOTTOM ELEVATOR CAP 7'-0" WIDE AND LARGER) (6'-6" WIDE AND SMA Rl 2" X P.T. BUCK W/ 1/4"0 2" X P.T. BUCK W/ 1/4"0 gk SEE ARCH'L X 1 1/4" CONC. EMBEDMENT X 1 1/4" CONC. EMBEDMENT T.O. ELEVATOR CAP TAPCON W/ 1"0 WASHER AT TAPCON W/ 1"0 WASHER AT 8"o.c., START 3" FROM CORNERS. 12"o.c., START 3" FROM CORNERS. BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR CONCRETE FILLED MASONRY. w� w Of G.C. TO COORDINATE OPENING DIMENSIONS. 3 a TYPICAL WOOD BUCK TO CONCRETE 15 w z CONNECTION DETAIL �a N TYP. HOIST BEAM DETAIL N.T.S. FSETs77FE=RWMlT 05 -24 -IS V1 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 DATE 05-24-18 PROJECT #SP16-23 LIC. EB28029 FSETs77FE=RWMlT 05 -24 -IS V1 r DATE 05-24-18 NW Co h NN SCALE AS NOTED JOB Ho. 15-055 SHEET w- J LL ao Inz� H, h 1� N aXN� l aiCD CA =xr Ln — ~QJ 3o�aX V LU W T-ZIo = W N aQ V Dom ... u a O J —N 0 N W 0� _jP_ zz 0 a� z h ' w Vl �O `tillllil!//1111 0V ••.•• r co'.� �a z co Z. tt •: ELd� , �G r IOJJJJrl,11 p 1� Q 11 � a W a D 0 Z Z W 0 �-- �—lm ca WQ r o� a z 0 ua) c W U 0 U u2AM RED DATE 05-24-18 SCALE AS NOTED JOB Ho. 15-055 SHEET CMU WALL, SEE PLAN NOTES DOWELS MATCH WALL VERT. REINF PROVIDE 48 BAR DIA. LAP SPLICE 1/2" ISOLATION JOINT, TYP. NOTE FILL ALL BLOCK CELLS WITH 3000 P.S.I. GROUT BELOW GRADE STANDARD ACI HOOK, TYP. SECTION 1 3/4"=1'-0" S4.1 CONC. SLAB ON GRADE, SEE PLAN NOTES T SLAB x x x SEE PLAN 10 MIL VAPOR BARRIER, TYP. T FOOTING SEE PLAN • • CONCRETE FOOTING, SEE PLAN AND SCHEDULE STOREFRONT, SEE ARCH 8"X8" K.O. BLOCK REINF. W/(1)#5 CONT. GROUTED CMU WALL, SEE PLAN NOTES SOLID, TYP. DOWELS MATCH WALL VERT. REINF. PROVIDE 48 BAR DIA. LAP SPLICE 1/2" ISOLATION JOINT, TYP. CONC. SLAB ON GRADE, SEE PLAN NOTES OIL T SLAB x x x SEE PLAN NOTE FILL ALL BLOCK��//.� CELLS WITH 3000 P.S.I. GROUT BELOW GRADE 10 MIL VAPOR BARRIER, TYP. T FOOTING SEE PLAN • • • • CONCRETE FOOTING, SEE PLAN AND SCHEDULE STANDARD ACI HOOK, TYP. SECTION 2 3/4"=1'-0" �4.1 T CMU SILL SEE PLAN T T I I CMU WALL BEYOND CONC. SLAB ON GRADE, SEE PLAN #4 CONT. x I I 18" #5 X 12" 1/2- ISOLATION JOINT, TYP. I I AT 24" O.C. CONC. SLAB ON GRADE, CONC. SLAB ON GRADE, SEE PLAN NOTES i i SEE PLAN NOTES SLOPE SEE ARCH T SLAB x x x -- x SEE PLAN 1 171 10 MIL VAPOR BARRIER, TYP. T FOOTING SEE PLAN • • CONCRETE FOOTING, 3„ �i���//� /� SEE PLAN AND SCHEDULE STANDARD ACI HOOK, TYP. NOTE : FILL ALL BLOCK CELLS WITH 3000 P.S.I. GROUT BELOW GRADE �� 3/4"=1'-0" S4.1 METAL STAIR STRINGER SEE ARCH ,L 3x3x1 /4x6" LG. W/(2) 1/2-0 A.B. OR EXP. BOLTS + 0'-0" T.O. SLAB SEE SCHEDULE SEE SCHEDULE 1'- . _� TYP. CONT. WX WATERSTOP (SEE ARCH.) SEE SCHEDULE FOR SIZE & REINFORCEMENT -8" C.M.U. WALL SEE PLAN C.M.U. VERTICAL REINF. SEE PLAN T�1— I I I I CMU WALL BEYOND I I I 18" #4 CONT. I I #5 X 12" AT 24" O.C. 1/2- ISOLATION JOINT, TYP. 1/2" ISOLATION JOINT, TYP I I CONC. SLAB ON GRADE, CONC. SLAB ON GRADE, SEE PLAN NOTES SEE PLAN NOTES SIDEWALK, SEE CIVIL SLOPE 7 I OL T SLAB SEE ARCH IN x x SEE PLAN x x x 1 10 MIL VAPOR BARRIER, TYP. T FOOTING SEE PLAN CONCRETE FOOTING, /� SEE PLAN AND 13" SCHEDULE STOREFRONT, SEE ARCH T CMU SILL SEE PLAN CMU WALL, SEE PLAN NOTES L 2x2x1 /4 ANGLE AROUND r- PERIMETER. PROVIDE (2) PROVIDE DOWELS 8"X8" K.O. BLOCK REINF. TO MATCH REINF. KEYED JOINT W/(1)#5 CONT. GROUTED CMU WALL, SEE PLAN NOTES DOWELS MATCH WALL VERT. SOLID, TYP. CEMENT (SEE r(3)#5 EACH WAY TOP REINF. PROVIDE 48 BAR DIA. / & BOTTOM IN THE PLUG LAP SPLICE DOWELS MATCH WALL l .X-4 VERT. REINF. PROVIDE 1/2" ISOLATION JOINT, TYP. 48 BAR DIA. LAP SPLICE 1/2" ISOLATION JOINT, TYP. 1/2" ISOLATION JOINT, TYP. CONC. SLAB ON GRADE, C2 W CONC. SLAB ON GRADE, SEE PLAN NOTES CONC. SLAB ON GRADE, SEE PLAN NOTES SLOPE SEE PLAN NOTES 0T/SLAB SEE ARCH O n 5 C T SLAB — x x SEE PLAN x x x x x SEE PLAN J -J -i Oui d' W O F- 10 MIL VAPOR BARRIER, TYP. 10 MIL VAPOR BARRIER, TYP. gk T FOOTING J I- 4 w 00 T FOOTING -10 SEE PLAN SEE PLAN • • CONCRETE FOOTING, ;� • • • CONCRETE FOOTING, SEE PLAN AND „ i���//\ / 3 SEE PLAN AND SCHEDULE SCHEDULE STANDARD ACI HOOK, TYP. STANDARD ACI HOOK, TYP.-� NOTE FILL ALL BLOCK NOTE : FILL ALL BLOCK CELLS WITH 3000 P.S.I. ccarm CELLS NTH 3000 3 GROUT BELOW GRADE I SECTION 4 GROUT BELOW GRADE 3/4"=1'-0" S4.1 3/4"=1'-0" S4.1 EUVATOR PIT 1/4" STEEL COVER PLATE W/ 2'-0"x2'-0" OPENING VERIFY W/ ARCH AND ELEVATOR MANUFAC.) r7 3/4"=1'-0" S4.1 00 U- 00 z u- Q_Q 0 0M �o in F �> O� F- W v L4 X 4 X 3/8" CONT. W/ 3/4"0 'J' BOLTS ® 2'-0"o.c. 0 DOOR � #4 ®12" O.C. TOP 1'-0" CL 3/4"0 A307 A.B. TOP 5" THREADED AND PROJECTED AND 9" MIN. EMBEDMENT W/ 3" HOOK PROVIDE NUT, WASHER CONC. SLAB ON AND LEVELING NUT (TYP.) GRADE, SEE PLAN „ 8" REINF. CONC. WALL CONT. WATERPROOFING (SEE ARCH) CONT. WX WATERSTOP - - - - (SEE ARCH.) HYDRAULIC CEMENT (SEE ---- - -J ARCH.) a y PIPE, SEE ARCH. t 1/2 PJF PAV'T SEE CIVIL PROVIDE 3" MIN. CONC. COVER OVER ANCHOR BOLTS AND BASE PLATE zo z� �U Y 1 U ih CL COL. BASE PL STANDARD ACI HOOK, TYP.-� NOTE FILL ALL BLOCK CELLS WITH 3000 P.S.I. SECTION 5 GROUT BELOW GRADE 3/4"=1'-0"S4.1 PLAN STEEL COL. & BASE PLATE (SEE A/S6.1) COLUMN BLOCK-OUT (FILL IN W/ CONC. AFTER COLUMN ERECTION) WWF (SEE PLAN) OL SEE PLAN — x x T.O. SLAB SECTION 8 3/4"=1'-O" S6.1 •10 MIL VAPOR BARRIER (TYP.) BASE PLATE -SEE SCHEDULE BASE PLATE DETAIL FOR SIZE CLS. WALL THICKNESS LD SIZE O EQUALTO CONC. FOOTING, SEE PLAN AND SCHEDULE SECTION rA N.T.S. S6.1 I • �l V I r 1'- 4" (2)#5 DENOTED T.S. (THICKENED SLAB) ON PLAN TYPICAL THICKENED SLAB AT STAIRS SECTION 9 3/4"=1'-0" S6.1 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 PROJECT #SP16-23 LIC. EB28029 Ff �1s1ON5 PERMIT SET say -24-18 V 1 L 2x2x1 /4 ANGLE AROUND r- PERIMETER. PROVIDE (2) PROVIDE DOWELS 3/8.0 ANCHORS EA. SIDE TO MATCH REINF. KEYED JOINT CONT. WX WATERSTOP (SEE ARCH.) HYDRAULIC CEMENT (SEE r(3)#5 EACH WAY TOP ARCH.) / & BOTTOM IN THE PLUG 2'-0"x2'-0" OPENING VERIFY W/ ARCH AND ELEVATOR MANUFAC.) r7 3/4"=1'-0" S4.1 00 U- 00 z u- Q_Q 0 0M �o in F �> O� F- W v L4 X 4 X 3/8" CONT. W/ 3/4"0 'J' BOLTS ® 2'-0"o.c. 0 DOOR � #4 ®12" O.C. TOP 1'-0" CL 3/4"0 A307 A.B. TOP 5" THREADED AND PROJECTED AND 9" MIN. EMBEDMENT W/ 3" HOOK PROVIDE NUT, WASHER CONC. SLAB ON AND LEVELING NUT (TYP.) GRADE, SEE PLAN „ 8" REINF. CONC. WALL CONT. WATERPROOFING (SEE ARCH) CONT. WX WATERSTOP - - - - (SEE ARCH.) HYDRAULIC CEMENT (SEE ---- - -J ARCH.) a y PIPE, SEE ARCH. t 1/2 PJF PAV'T SEE CIVIL PROVIDE 3" MIN. CONC. COVER OVER ANCHOR BOLTS AND BASE PLATE zo z� �U Y 1 U ih CL COL. BASE PL STANDARD ACI HOOK, TYP.-� NOTE FILL ALL BLOCK CELLS WITH 3000 P.S.I. SECTION 5 GROUT BELOW GRADE 3/4"=1'-0"S4.1 PLAN STEEL COL. & BASE PLATE (SEE A/S6.1) COLUMN BLOCK-OUT (FILL IN W/ CONC. AFTER COLUMN ERECTION) WWF (SEE PLAN) OL SEE PLAN — x x T.O. SLAB SECTION 8 3/4"=1'-O" S6.1 •10 MIL VAPOR BARRIER (TYP.) BASE PLATE -SEE SCHEDULE BASE PLATE DETAIL FOR SIZE CLS. WALL THICKNESS LD SIZE O EQUALTO CONC. FOOTING, SEE PLAN AND SCHEDULE SECTION rA N.T.S. S6.1 I • �l V I r 1'- 4" (2)#5 DENOTED T.S. (THICKENED SLAB) ON PLAN TYPICAL THICKENED SLAB AT STAIRS SECTION 9 3/4"=1'-0" S6.1 1673 LAKE BALDWIN LANE ORLANDO, FLORIDA 32814 PH. (407) 252-4225 PROJECT #SP16-23 LIC. EB28029 Ff �1s1ON5 PERMIT SET say -24-18 V 1 r- r NIn %a04 rNN J � LL ao cm J F N CL l .X-4 x %_ iz ap C3#A :3 Lu a � U_ F- V C2 W w M O q - Z M J LnN W V O n 5 C Q J -J -i Oui d' W O F- J I- 4 w 00 Z Z DRAM RED GFr=GKED 5M DATE 05-24-18 50ALE AS NOTED JOB NO. 15-055 SFIEET ■ 1 #4 CONT. DBL. KNOCK BLOCK W/(2; CONT. TOP 8 VERT. WALL REINFORCING SECTION 1 3/4" = 1'-0" S7.1 3" NOM. BRG. DBL. KNOCK OUT BLOCK W/(2)#5 CONT. TOP & BOTT. < /HOLLOW -CORE PLANK /HOLLOW -CORE PLANK /HOLLOW -CORE PLANK OL SEE PLAN T.O. H.C. SLAB HOLLOW -CORE PLANK OL SEE PLAN mmmmmmmmm�� '-F T.O. H.C. SLAB #4 x 4'-0" ® 3'-4"c/c (1 PER PLANK) 3" NOM. BRG. PRECAST LINTEL, SEE PLAN AND SCHEDULE SECTION r5- 3/4" = 1'-0" S7.1 22GA. METAL DECK, SEE PLAN PRE-ENGINEERED METAL TRUSS, SEE PLAN `-* USE 16GA. CLIP ANGLE W/ (6)#10 TEK SCREWS TO TRUSS AND (4) 1/4"0 X 1-3/4" EMBED TAPCONS DBL. KNOCK OUT --/TO C.M.U. WALL FOR UPLIFT UP TO 800 LBS. BLOCK W/(2)#5 * USE L 4X4X3/16 X 6" LONG ANGLE SHOP WELDED CONT. TOP & BOTT. TO STEEL BEAM W/ 3/16 WELD AND (8)#12 TEK SCREWS INTO TRUSS FOR UPLIFT MORE THAN 800 LBS UP TO 3000 LBS. VERT. WALL REINFORCING 06 SEE PLAN T.O. H.C. SLAB #4 x 4'-0" ® 3'-4"c/c (1 PER PLANK) 3" NOM. BRG. 3" NOM. BRG. DBL. KNOCK OUT--,' BLOCK W/(2)#5 CONT. TOP & BOTT. VERT. WALL REINFORCING SECTION 2 3/4" = 1'-0" S7.1 NK OIL SEE PLAN T.O. H.C. SLAB - 4"c/c SEE PLAN AND SCHEDULE SECTION 6 3/4" = 1'-0" S7.1 22GA. METAL DECK, SEE P PRE-ENGINEERED METAL TRUSS, SEE PLAN DBL. KNOCK OUT-/ BLOCK W/(2)#5 CONT. TOP & BOTT. 1 #4 CONT. POUR■ nas s'z' ■ s •: • OUT--/ ■■ BLOCK.IPA ■ ■ VERT. WALL ■ REINFORCING SECTION 3 3/4 = 1'-0" S7.1 22GA. METAL DECK, SEE PLAN PRE-ENGINEERED METAL TRUSS, SEE PLAN * USE 16GA. CLIP ANGLE W/ (6)#10 TEK SCREWS TO TRUSS AND (4)0.177 PAF TO STEEL BEAM FOR UPLIFT UP TO 800 LBS. * USE L 4X4X3/16 X 6" LONG ANGLE SHOP WELDED TO STEEL BEAM W/ 3/16 WELD AND (8)#12 TEK SCREWS INTO TRUSS FOR UPLIFT MORE THAN 800 LBS UP TO 3000 LBS. STEEL BEAM, SEE PLAN STEEL COLUMN BEYOND, SEE PLAN SECTION 7 3/4" = 1'-0" S7.1 * USE 16GA. CLIP ANGLE W/ (6)#10 TEK SCREWS TO TRUSS AND (4) 1/4"0 X 1-3/4" EMBED TAPCONS TO C.M.U. WALL FOR UPLIFT UP TO 800 LBS. * USE L 4X4X3/16 X 6" LONG ANGLE SHOP WELDED TO STEEL BEAM W/ 3/16 WELD AND (8)#12 TEK SCREWS INTO TRUSS FOR UPLIFT MORE THAN 800 LBS UP TO 3000 LBS. PRECAST LINTEL, SEE PLAN AND SCHEDULE 22GA. METAL DECK, SEE PRE-ENGINEERED METAL TRUSS, SEE PLAN VERT. WALLPRECAST LINTEL, REINFORCING SEE PLAN AND SCHEDULE SECTION 4 3/4" = 1'-0" S7.1 * USE 16GA. CLIP ANGLE W/ (6)#10 TEK SCREWS TO TRUSS AND (4)0.177 PAF TO STEEL BEAM FOR UPLIFT UP TO 800 LBS. * USE L 4X4X3/16 X 6" LONG ANGLE SHOP WELDED TO STEEL BEAM W/ 3/16 WELD AND (8)#12 TEK SCREWS INTO TRUSS FOR UPLIFT MORE THAN 800 LBS UP TO 3000 LBS. STEEL BEAM, SEE PLAN c S SECTM 9 SECTION io 1673 LAKE BALDWIN LANE 3/4" = 1'-0" S7.1 3/4" = 1'-0" S7.1 3/4" = 1'-O" ORLANDO, =LORIDA 32814 S7.1 PH. (407) 252-4225 PROJECT #SP16-23 LIC. EB28029 REVISIONS PERMIT SET 05 -24 -IS V1 N LO Co cm N N M c1 J � LL No F� N CL R Q a� z CD tn ujJ C3 in � Lu w Lu �Z�o W J _ N = 4 40c V o J J to d' W O � H J H 00 Z T� 0 V 1 0 �O %J11110I1111j, + O Ln 'amu Q W Q 0� V, Z Z W cn Z O �.... U WQ c I cr Q z O < co �- W U 0 C/3 U DRAM RED C.HEC�KED 5M DATE 05-24-18 5GALE A5 NOTED JM NO. 15-055 5HEET S7ml V 1 if -Al l v l /-% 1\ /"l • L. . HICKORY AVE. ARCHITECTURAL SITE PLAN A� REVISION SCHEDULE # DESCRIPTION I DATE PERMIT SET 05-24-18 DRAWN Author MEANS OF EGRESS (CHAPTER 10 F.B.C. AREA AND HEIGHT LIMITATION(TABLE 503 CODE SUMMARY FIRE_ 05/24/18 RESITANT SCALE 1 " = 30'-0" JOB NO. RATING SHEET REQ. GROUP R-2 (13R SPRINKLER ALLOWED SYSTEM PROVIDED) PROVIDED ALLOWED TYPE 11-A (13R SPRINKLER PROVIDED) PROVIDED ABLE 601 ANMD 60n �) APPLICABLE CODES: ,(,T 1. FLORIDA BUILDING CODE 6th Edition (2017) TYPE II -A (13R SPRINKLERED SYSTEM PROVIDED) EXITING REQUIREMENTS FROM UNIT 1 EXIT REQUIRED -1 EXIT PROVIDED MAXIMUM HEIGHT 65' - 0" 56' - 7" 2. FLORIDA BUILDING CODE 6th Edition (2017) MECHANICAL 3. FLORIDA BUILDING CODE 6th Edition (2017) PLUMBING -STRUCTURAL FRAME INCLUDING: COLUMNS, GIRDERS, TRUSSES 1 HR (TABLE 1015.1) PER UNIT. EXIT DOOR MAXIMUM NUMBER OF STORIES 4 STORIES 4 STORIES 4. NATIONAL ELECTRIC CODE 2017 WIDTH 5. FLORIDA BUILDING CODE 6th Edition (2017) FUEL GAS -EXTERIOR BEARING WALLS 1 HR FAIR HOUSING ACT 6. FLORIDA FIRE PREVENTION CODE, 5TH EDITION 7. NFPA 101, LIFE SAFETY CODE, (2015) -INTERIORS BEARING WALLS 1 HR REQUIREMENTS AREA: MULTI -STORY (PER FLOOR) PER BUILDING TYPE BELOW) 8. NFPA 1 UNIFORM FIRE CODE (2015) (SEE 9. FLORIDA STATUTES -EXTERIOR NON BEAIRfNG WALLS 1 HR REOMREMENT 1 10. FLORIDA ADMINISTRATIVE CODE ACCESSIBLE BUILDING ENTRANCE ON AN ACCESSIBLE ROUTE BUILDING TYPE 1 24,000 ALLOWED 22,971 S. F. 11. FLORIDA ACCESSIBILITY LAW, (COMBINES FLORIDA -INTERIOR NON DEARING WALLS OHR AMERICANS WITH DISABILITIES ACT & FEDERAL ADA REQUIREMENT 2 LAW CHAPTER 553, PART V, FS) -FLOOR CONSTRUCTION INCLUDING 1 HR ACCESSIBLE AND USABLE PUBLIC AND COMMON USE AREAS 12. FAIR HOUSING ACT SUPPORTING BEAMS AND JOIST -ROOF CONSTRUCTION INCLUDING: SUPPORT 1 HR REQUIREMENT 3 USABLE DOORS BEAMS AND JOIST REQUIREMENT 4 INTERIOR FINISH CLASSIFICATION ACCESSIBLE ROUTE INTO AND THOUGH THE COVERED UNIT (TABLE 803.9 F. GROUP R-2 REQUIREMENT SPRINKLERED LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS IN ACCESSIBLE LOCATIONS EXT. ENCLOSURE AND EXIT PASSAGEWAYS C EXIT CORRIDOR C REQUIREMENT 6 ROOM & ENCLOSED SPACES C REINFORCED WALLS FOR GRAB BARS REQUIREIVrENT 7 GENEr0AL NOTES: MARI F KITrHFNI ANn RATNRnnnnc 1. THIS SITE PLAN IS FOR ARCHITECTURAL INFORMATION ONLY. SEE CIVIL DOCUMENTS FOR SPECIFIC BUILDING LOCATIONS AND SITE REQUIREMENTS. 2. THIS SET OF CONSTRUCTION DOCUMENTS IS FOR 1 NEW APARTMENT BUILDING. ALL OTHER BUILDINGS ARE DOCUMENTED SEPARATELY. 3. SEE CIVIL DOCUMENTS FOR SITE PLAN ELEVATIONS FOR S LOCUST AVE. ACCESSIBLE ROUTES AND HANDICAP COMPLIANT SLOPES. 4. SLOPES NOT TO EXCEED 1:12. SITE PLAN INDICATES GROUND . p4 FLOOR CONDITIONS AT BUILDINGS. 5. SEE STRUCTURALS FOR WIND LOADS AND DESIGN PRESSURES. — -- — �- V 1 if -Al l v l /-% 1\ /"l • L. . HICKORY AVE. ARCHITECTURAL SITE PLAN A� REVISION SCHEDULE # DESCRIPTION I DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 1 " = 30'-0" JOB NO. 15-055 SHEET 1 HR RATED M 1 U L# U-423 50 STC OR BETTER TYP. BREEZEWAY / UNIT WALL COR. FIBERGLASS BATT INSULATION R-11 (TYP.) 5/8" RATED GYP. BD. 5/8" RATED GYP. BD. ON 7/8" RESILIENT MTL. CHANNEL @ 16" O.C. METAL FRAMING AS PER STRUC. M5 TYP. TENANT WALL 1 HR RATED METAL FRAMING AS PER STRUC. 5/8" RATED GYP. BD. UL# - METAL FRAMING AS PER STRUC. FIBERGLASS BATT INSULATION R-11 UNFACED BATT INSULATION (TYP.) M4 M2 UL# V-446 1" GAP (TYP) U L# U-419 �- T METAL FRAMING AS PER STRUC. 5/8" RATED GYP. BD. (BOTH SIDES) EXTERIOR zl FIBERGLASS BATT INSULATK)N 5/8" RATED GYP. BD. (BOTH SIDES) STC 50 5/8" RATED GYP. BD. ON 7/8" STC OR "SEE NOTE 4" STC - BETTER 8" CMU PER STRUC. FRAMINGBETTER METAL *REFER TO STRUCTURAL SHEAR WALL - SCHEDULE OR ADDITIONAL LAYERS OF OSB.* M5 TYP. METAL NOIR BEARING WALL @ INTERIOR 2 HR RATED METAL FRAMING AS PER STRUC. 5/8" RATED GYP. BD. UL# - METAL FRAMING AS PER STRUC. - UNFACED BATT INSULATION (TYP.) M4 UL# U-415 5/8" RATED GYP. BD. (BOTH SIDES) M3 U L# U-419 �- T STC 5/8" RATED GYP. BD. (BOTH SIDES) EXTERIOR zl FIBERGLASS BATT INSULATK)N - STC - 5/8" RATED GYP. BD. ON 7/8" • . R-11 (TYP.) - STC - M5 TYP. METAL NON BEARING WALL @ INTERIOR 2 HR RATED METAL FRAMING AS PER STRUC. 5/8" RATED GYP. BD. UL# - METAL FRAMING AS PER STRUC. - UNFACED BATT INSULATION (TYP.) M4 UL# U-415 UNIT C5 < > AS NOTED 8" CMU zl 0 STC 5/8" RATED GYP. BD. (BOTH SIDES) EXTERIOR STC - STC - 5/8" RATED GYP. BD. ON 7/8" M5 TYP. INTERIOR COLUMN OR BUMP OUT WALL 2 HR RATED METAL FRAMING AS PER STRUC. 5/8" RATED GYP. BD. UL# - STC - M7 TYP. @ TRASH CHUTE SHAFT 2 HR RATED (2) TWO 5/8" RATED GYP. BD. UL# - STC - UNFACED BATT INSULATION (TYP.) M6 UL# U-263 V�HUTECHUTE C5 < > AS NOTED 8" CMU 1 " RATED GYP. BD. STC 5/8" RATED GYP. BID. (BOTH SIDES) EXTERIOR STC - C -H METAL CHANNEL AS PER UL M7 TYP. DOUBLE METAL NON BEARING WALL @ INTERIOR 2 HR RATED METAL FRAMING AS PER STRUC. 5/8" RATED GYP. BD. (BOTH SIDES) DOUBLE 5/8" RATED GYP. BD. FIBERGLASS BATT INSULATION R-11 (TYP.) UL# - STC - C9 TYP. CMU WALL @ CORRIDOR 2 HR RATED RIGIDINSULATION UL# U-905 UNFACED R-1 1 BATT INSULATION METAL FRAMING AS PER STRUC. jqSTUCCO. 5/8" RATED GYP. BD. ON 7/8" L# U-905 r;8" CMU RESILIENT MTL. CHANNEL @ 16" O.C. >00 (BOTH SIDES) >00 XX> CO R,R.I DOR Oo C5 < > AS NOTED 8" CMU CORRIDOR STC 5/8" RATED GYP. BID. (BOTH SIDES) EXTERIOR Cr - SHAFT lul-: 5/8" RATED GYP. BD. ON 7/8" • . STC - RESILIENT METAL CHANNEL AS 8" CMU PER STRUC. C9 TYP. CMU SHAFT WALL @ CORRIDOR 2 HR RATED RATED GYP. :O UL# U-905 UNFACED R-1 1 BATT INSULATION METAL FRAMING AS PER STRUC. jqSTUCCO. 5/8" RATED GYP. BD. ON 7/8" L# U-905 C3U > RESILIENT MTL. CHANNEL @ 16" O.C. >00 (BOTH SIDES) >00 XX> CO R,R.I DOR Oo C5 < > AS NOTED 8" CMU CORRIDOR STC - EXTERIOR C9 - CMU WALL @ EXTERIOR .., RATED GYP. :O UL# U-905 UNFACED R-1 1 BATT INSULATION METAL FRAMING AS PER STRUC. jqSTUCCO. STONE VENEER OVER SCRATCH COAT 8" CMU UL# - Oo C5 < > AS NOTED 15# FELT CORRIDOR UL# 8" CMU C9 TYP. CMU SHAFT WALL @ CORRIDOR 2 HR RATED 1/4" STUCCO. SAND FINISH UL# U-905 STC STONE VENEER OVER SCRATCH COAT 8" CMU UL# - Oo C5 < > AS NOTED 15# FELT CORRIDOR UL# U-905 EXTERIOR Cr - SHAFT lul-: 5/8" RATED GYP. BD. ON 7/8" • . STC - RESILIENT MTL. CHANNEL @ 16" O.C. C9 CMU WALL @ PLUMBING WALL 2 HR RATED INSULATIONTYP. 1-1/2" RIGID UL# U-905 STC STONE VENEER OVER SCRATCH COAT RESILIENT METAL CHANNEL AS 05/24/18 STUCCO FINISH W/ METAL LATH OVER 1♦�PER STRUC. AS NOTED 15# FELT CORRIDOR UL# U-905 EXTERIOR I5/8" RATED :D(BOTH s�^�!I8" lul-: • . CMU 8" CMU FRAMINGBETTER METAL C9 TYP. SHAFT CMU WALL @« EXTERIOR 2 HR RATED FIBER CEMENT SIDING / PANEL OR UL# U-905 STC STONE VENEER OVER SCRATCH COAT DATE 05/24/18 STUCCO FINISH W/ METAL LATH OVER SCALE AS NOTED 15# FELT C7> 7 UL# U-905 EXTERIOR SHEET lul-: 8" CMU STC - 1/4" STUCCO. SAND FINISH C9 EXTERIOR COLUMN @ CMU CONDITION 2 HR RATED 8" CMU UL# U-905 STC - NOTE: 1. REFER TO UL ASSEMBLIES FOR ACCEPTABLE RATED GYPSUM BOARD 2. REFER TO EXTERIOR ELEVATIONS FOR FINISH LOCATION A. STUCCO - 3 COAT STUCCO FINISH ON MTL. LATH OVER GRADE D PAPER OVER HOUSEWRAP B. STONE VENEER - STONE VENEER OVER STUCCO SCRATCH COAT ON MTL. LATH OVER GRADE D KRAFT PAPER OVER HOUSEWRAP C. SIDING - CEMENTITIOUS BOARD SIDING OVER HOUSEWRAP REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET RC1 1 HR RATED UL# I P-523 TYP. @ UNITS ASPHALT/FIBERGLASS SHINGLES ON 30# FELT DENSE DECK AS PER STRUC. METAL DECK AS PER STRUC. METAL ROOF TRUSSES AS PER STRUC. R-11 UNFACED BATT INSULATION RESILIENT CHANNELS @ 16" O.C. 5/8" RATED GYP. BD. FC1 - e UL I J-907 STC 50 OR BETTER ITC 50 OR BETTER TYP. @ CORRIDOS FLOOR FINISH PER I.D. 1" MIN. CONCRETE TOPPING AS PER STRUC. 8" HOLLOW CORE CONCRETE PLANK (SEE STRUCTURAL) ACT SUSPENSION WIRE ACOUSTICAL TILE FINISH (REFER TO RCP) ACT SUSPENSION TEE TYP. @ EXTERIOR TYP. CORRIDOR/BREEZEWAYS ASPHALT/FIBERGLASS ASPHALT/FIBERGLASS 1 HR RATED 1 HR RATED SHINGLES ON 30# FELT DENSE DECK AS PER STRUC. DENSE DECK AS PER STRUC. 05/24/18 1" MIN. CONCRETE TOPPING — - T_ AS PER STRUC. DENSE DECK AS PER STRUC. RC4 METAL DECK AS PER STRUC. METAL DECK AS PER STRUC. METAL ROOF TRUSSES AS 1" MIN. CONCRETE TOPPING METAL ROOF TRUSSES AS METAL ROOF TRUSSES AS PER STRUC. RC2 UL# P-523 R-11 UNFACED BATT UL# P-523 R-11 UNFACED BATT INSULATION 8" THICK REINF. CONC. DECK AS STC INSULATION RESILIENT CHANNELS @ 16" O.C. PER STRUC. ITC RESILIENT CHANNELS @ 16" O.C. 5/8" EXT. GRADE RATED GYP. BD. 50 OR ITC 5/8" EXT. GRADE RATED GYP. BD. METAL FRAMING AS PER STRUC. BETTER 5/8" RATED GYP. BD. BETTER MAIN METAL CHANNEL �0� ' Z 5/8" EXT. GRADE RATED GYP. BD. FC1 - e UL I J-907 STC 50 OR BETTER ITC 50 OR BETTER TYP. @ CORRIDOS FLOOR FINISH PER I.D. 1" MIN. CONCRETE TOPPING AS PER STRUC. 8" HOLLOW CORE CONCRETE PLANK (SEE STRUCTURAL) ACT SUSPENSION WIRE ACOUSTICAL TILE FINISH (REFER TO RCP) ACT SUSPENSION TEE TYP. @ EXTERIOR 2 HR RATED ASPHALT/FIBERGLASS ASPHALT/FIBERGLASS 1 HR RATED SHINGLES ON 30# FELT SHINGLES ON 30# FELT DENSE DECK AS PER STRUC. DENSE DECK AS PER STRUC. 05/24/18 1" MIN. CONCRETE TOPPING — - T_ AS PER STRUC. DENSE DECK AS PER STRUC. RC4 METAL DECK AS PER STRUC. RC3 METAL ROOF TRUSSES AS 1" MIN. CONCRETE TOPPING METAL ROOF TRUSSES AS 721'2'2'1 PER STRUC. STC PER STRUC. PER STRUC. UL# P-523 R-11 UNFACED BATT R-11 UNFACED BATT 8" THICK REINF. CONC. DECK AS STC INSULATION INSULATION PER STRUC. ITC RESILIENT CHANNELS @ 16" O.C. 1" FIRE RATED GYP. BD. 50 OR ITC 5/8" EXT. GRADE RATED GYP. BD. FC1 - e UL I J-907 STC 50 OR BETTER ITC 50 OR BETTER TYP. @ CORRIDOS FLOOR FINISH PER I.D. 1" MIN. CONCRETE TOPPING AS PER STRUC. 8" HOLLOW CORE CONCRETE PLANK (SEE STRUCTURAL) ACT SUSPENSION WIRE ACOUSTICAL TILE FINISH (REFER TO RCP) ACT SUSPENSION TEE TYP. @ ELEVATOR 2 HR RATED ROOFING PER ELEVATIONS. ASPHALT/FIBERGLASS N w ROOF PLAN, & SECTIONS SHINGLES ON 30# FELT UL DENSE DECK AS PER STRUC. 05/24/18 1" MIN. CONCRETE TOPPING — - T_ AS PER STRUC. DENSE DECK AS PER STRUC. RC4 FC3 FBC TABLE METAL ROOF TRUSSES AS 1" MIN. CONCRETE TOPPING UL# 721'2'2'1 PER STRUC. STC 50 OR PER STRUC. METAL FRAMING AS PER - AER- R-11 UNFACED BATT 8" THICK REINF. CONC. DECK AS STC 9038 INSULATION PER STRUC. FC1 - e UL I J-907 STC 50 OR BETTER ITC 50 OR BETTER TYP. @ CORRIDOS FLOOR FINISH PER I.D. 1" MIN. CONCRETE TOPPING AS PER STRUC. 8" HOLLOW CORE CONCRETE PLANK (SEE STRUCTURAL) ACT SUSPENSION WIRE ACOUSTICAL TILE FINISH (REFER TO RCP) ACT SUSPENSION TEE TYP. @ UNITS TYP. @ STAIR SHAFT FLOOR FINISH PER I.D. ASPHALT/FIBERGLASS N w 2 HR RATED SHINGLES ON 30# FELT UL DENSE DECK AS PER STRUC. 05/24/18 1" MIN. CONCRETE TOPPING — - T_ AS PER STRUC. < > FC2 — — — AS PER STRUC. FC3 METAL DECK AS PER STRUC. RC5 1" MIN. CONCRETE TOPPING STC METAL ROOF TRUSSES AS o STC 50 OR PER STRUC. METAL FRAMING AS PER - AER- R-11 UNFACED BATT STRUC. STC 9038 INSULATION R-11 UNFACED BATT ITC 50 OR 1" FIRE RATED GYP. BD. 50 OR ITC 50 OR "C & H" METAL CHANNEL BETTER 5/8" RATED GYP. BD. BETTER (2) LAYERS 1/2" FIRE RATED �0� ' Z GYP. BD. FC1 - e UL I J-907 STC 50 OR BETTER ITC 50 OR BETTER TYP. @ CORRIDOS FLOOR FINISH PER I.D. 1" MIN. CONCRETE TOPPING AS PER STRUC. 8" HOLLOW CORE CONCRETE PLANK (SEE STRUCTURAL) ACT SUSPENSION WIRE ACOUSTICAL TILE FINISH (REFER TO RCP) ACT SUSPENSION TEE REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 V I TYP. @ UNITS 1 HR RATED FLOOR FINISH PER I.D. FLOOR FINISH PER I.D. N w 1" MIN. CONCRETE TOPPING — — AS PER STRUC. FLOOR FINISH PER I.D. UL J-907 05/24/18 1" MIN. CONCRETE TOPPING — - T_ AS PER STRUC. < > FC2 — — — AS PER STRUC. FC3 8" HOLLOW CORE CONCRETE PLANK (SEE STRUCTURAL) 1" MIN. CONCRETE TOPPING STC PLANK (SEE STRUCTURAL) o STC 50 OR • — — AS PER STRUC. METAL FRAMING AS PER Ln BETTER METAL FRAMING AS PER STRUC. STC BETTER STRUC. R-11 UNFACED BATT ITC 50 OR R-11 UNFACED BATT 50 OR ITC 50 OR INSULATION BETTER 5/8" RATED GYP. BD. BETTER 5/8" RATED GYP. BD. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 V I TYP. @ UNITS 1 HR RATED 1 HR RATED FLOOR FINISH PER I.D. N w 1" MIN. CONCRETE TOPPING — — AS PER STRUC. FLOOR FINISH PER I.D. J-907 FC6> 05/24/18 UL J-907 — — — AS PER STRUC. FC3 5 PLANK (SEE STRUCTURAL) 1" MIN. CONCRETE TOPPING STC 50 OR o STC 50 OR • — — AS PER STRUC. METAL FRAMING AS PER Ln BETTER 8" HOLLOW CORE CONCRETE STRUC. STC BETTER PLANK (SEE STRUCTURAL) R-11 UNFACED BATT ITC 50 OR ITC 50 OR METAL FURRING CHANNEL BETTER R-11 UNFACED BATT BETTER 5/8" RATED GYP. BD. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 V I TYP. @ DROP SOFFITS 1 HR RATED 1 HR RATED FLOOR FINISH PER I.D. N w 1" MIN. CONCRETE TOPPING — — AS PER STRUC. — — — 1" MIN. CONCRETE TOPPING J-907 FC6> 05/24/18 UL J-907 — — — AS PER STRUC. FC4 5 PLANK (SEE STRUCTURAL) 8" HOLLOW CORE CONCRETE STC 50 OR o PLANK (SEE STRUCTURAL) cf AS PER STRUC. METAL FRAMING AS PER Ln 50 OR METAL FRAMING AS PER STRUC. STC BETTER STRUC. R-11 UNFACED BATT ITC 50 OR MAIN METAL CHANNEL INSULATION 50 OR BETTER R-11 UNFACED BATT 5/8" RATED GYP. BD. ITC BETTER INSULATION �0� ' Z 5/8" RATED GYP. BD. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 V I TYP. @ ROOMS W/ NO CLG. FINISH 1 HR RATED FLOOR FINISH PER I.D. o J N w 1" MIN. CONCRETE TOPPING — — AS PER STRUC. FLOOR FINISH PER I.D. J-907 FC6> 05/24/18 UL J-907 Q FC5 5 PLANK (SEE STRUCTURAL) —_-- 1" MIN. CONCRETE TOPPING STC 50 OR o STC cf AS PER STRUC. METAL FRAMING AS PER Ln BETTER B 8" HOLLOW CORE CONCRETE STRUC. PLANK (SEE STRUCTURAL) C W R-11 UNFACED BATT ITC 50 OR uW�� INSULATION BETTER REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 V I TYP. FLOOR/CEILING OVER CLUBHOUSE 2 HR RATED FLOOR FINISH PER I.D. o J N w 1" MIN. CONCRETE TOPPING — — AS PER STRUC. UL 1 J-907 FC6> 05/24/18 It LL ao 8" HOLLOW CORE CONCRETE Q .�� 5 PLANK (SEE STRUCTURAL) N STC 50 OR o W cf BETTER METAL FRAMING AS PER Ln m cn STRUC. J_ Q N C W R-11 UNFACED BATT G ITC uW�� INSULATION z M O 5/8" RATED GYP. BD. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 V I * 04 o J N w Checker c N N C'1 M LL 05/24/18 It LL ao Q Q .�� 5 4., � N CIU/2 CL o W cf �C3� CL Ln m cn Z J_ Q N C W ata G uW�� W cn z M O ZW LO N aa � VV �0� ' Z L) z v O J J J W W �o W air O zz O Q o O LL - U. D OC * 04 o J aa Checker c DATE LL 05/24/18 L • C/> AS NOTED 5 4., � , CIU/2 J Lt., W cf > m cn Z ZcnW W cn 3 JI O D OC DRAWN W o J Checker c DATE LL 05/24/18 Qs AS NOTED JOB NO. CIU/2 ' W cf > m cn Z ZcnW W cn 3 Q O ' Z cc J W W O O O LL - U. W a in LL. LL O O F- DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET I�1\IY���7�\�Iyt�TCaZ�i7tT�7� MI iii nlAl/% TP1A\/rl P11C+TAAI/1r. LIFE SAFETY LEGEND ---- INDICATES BUILDING EGRESS PATH ►--� INDICATES UNIT EGRESS PATH F@ EMERGENCY LIFE SAFETY LIGHTING CLUB HOUSE FIRE ALARM FLASHING LIGHT F1 FIRE EXTINGUISHER N T FIRE ALARM HORN ® EXIT SIGN T - 1 v• 1 1 1 /� L v v v v v v l FROM UNIT TO EXIT ............. ................... ... ......... ......... ..................... .. ..._.... ......... ......... ......... ......... ............ ............. .......... ........................... ......... .......... FIRST FLOOR LIFE SAFETY PLAN 1/16" =1'-0" U O � M LL O LL Q ch Q wz 0 O w O LL (n Ell wo (D O QN _ U Q a w C/) z a co 'T M 10 LB ABC FIRE EXTINGUISHER SEMI RECESSED F.E. CABINET NOT TO PROTRUDE MORE THAN 4' INTO CIRCULATION PATH (ANSI A117.1-2003 SECTION 307) FIRE EXTINGUISHER ELEV. I' =1'-0" p'_4" IN N FIRST FLOOR 0 0E SF PER OCCUPANT X I CLUB HOUSE 6,597 SF SEE A1.2 218 N T 8,738 SF ...0.. . O O *1 0 0 RIGHT WING 8,198 SF PHOTOPOLYMER PLAQUE COLOR: GREY TACTILE COPY COLOR: WHITE GRADE 2 BRAILLE NS NN -- SIGNAGE DETAIL -EXIT 6" =1'-0" OCCUPANTLOAD FIRST FLOOR AREA SF PER OCCUPANT TOTAL PERSONS CLUB HOUSE 6,597 SF SEE A1.2 218 LEFT WING 8,738 SF 200 44 RIGHT WING 8,198 SF 200 41 LIFE SAFETY NOTES 1. 18" MIN. CLEAR SPACE ON PULL SIDE 2. 34" A.F.F. HANDRAIL ON 42" A.F.F. GUARDRAIL. 3. PROVIDE SIGNAGE WITH FLOOR IDENTIFICATION. 4. FIRE RATED DOOR. SEE SCHEDULE FOR RATING. 5. PROVIDE PANIC HARDWARE AND SELF - CLOSER AT ALL DOORS AT ASSEMBLY AREAS. 6. SEE SHEET A1.Ob FOR WALL FOR FLOOR & ROOF CEILING ASSEMBLIES. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 NN O �0 r� N N C1 C7 ■ J Q LL O 1` Ln n Q � J N J a (/) �cCu gL-Z� Axa an G W O N p• � L� cc,.,):Z)thC f— _ L� 2W V a a '0fOo U V 0Z=� O J IXJ N IX LLIF- -� O a� N zz O n �o Q W ° LLQ Z Z ZCILW w p a Fm C5 wLLj Q dao ccQo o O O LLa U.W jo I- (LL AD U. DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET Al ml k.......... INDICATES BUILDING EGRESS PATH �---� y., MECH w _--- ... .. ...i BUILDING TRAVEL DISTANCE: 62'-2" ENL. CLUBHOUSE LIFE SAFETY PLAN 1/8" = V-0" MECH. HOUSEKEEPING BUILDING TRAVEL DISTANCE: 98'-2" (WORST CASE FROM BUILDING TO EXIT) LIFE SAFETY LEGEND ---- INDICATES BUILDING EGRESS PATH �---� INDICATES UNIT EGRESS PATH F� EMERGENCY LIFE SAFETY LIGHTING FOYER FIRE ALARM FLASHING LIGHT 100 GROSS FIRE EXTINGUISHER LOBBY FIRE ALARM HORN ® EXIT SIGN OCCUPANT LOAD CLUBHOUSE Author AREA SF PER OCCUPANT TOTAL PERSONS FOYER 96 SF 100 GROSS 1 LOBBY 274 SF 100 GROSS 3 RECEPTION 122 SF 100 GROSS 2 FILING / PACKAGE STORAGE 90 SF 100 GROSS 1 WORKROOM 143 SF 100 GROSS 2 CLOSING / MEETING ROOM 120 SF 100 GROSS 2 MAIL ROOM 65 SF 100 GROSS 1 OFFICE 118 SF 100 GROSS 2 OFFICE 148 SF 100 GROSS 2 LIBRARY / COMPUTER ROOM 542 SF 15 NET 37 HOUSEKEEPING / LAUNDRY 257 SF 100 GROSS 5 ACTIVITY ROOM 542 SF 15 NET 50 GREAT ROOM 804 SF 15 NET 54 GAME ROOM 603 SF 15 NET 41 FITNESS ROOM 222 SF 15 NET 15 TOTAL 218 �A REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET LIFE SAFETY LEGEND ---- INDICATES BUILDING EGRESS PATH --� INDICATES UNIT EGRESS PATH F EMERGENCY LIFE SAFETY LIGHTING SECOND FLOOR FIRE ALARM FLASHING LIGHT ❑F FIRE EXTINGUISHER THIRD FLOOR FIRE ALARM HORN ® EXIT SIGN r•.� �n r��•��-r��..�-� r.�.-.�......- 1 1 IAIIT TC9AXIr l 111C+TAA1/%r. TV 1 V `YY VI IV I L FROM UNIT TO EXIT) NP. 2ND TO 4TH FLOOR LIFE SAFETY PLAN 1/16" =1'-0" OCCUPANTLOAD SECOND -FOURTH FLOOR Author AREA SF PER OCCUPANT TOTAL PERSONS SECOND FLOOR 22,970 SF 200 115 THIRD FLOOR 22,970 SF 200 115 FOURTH FLOOR 22,970 SF 200 115 7DESCRI'IPTION SCHEDULE # DATE SET 05-24-18 NN Author CHECKED U) -0tl� Checker N N M M 05/24/18 SCALE QI1 O Q JOB NO. � J tt-, 15-055 ~ N �J Al a2E ul"c •o V a o � F �'— 1J y a a a LU o Cl)LLJ OM C z , _ < > v a U V �oo� 5 z E O Q J.1J to LU H � O J _jI— aCr N oO z Cm n o Q D W ° LLQ Q a C� Z W Z W Q W O 11N= er Wa o .1CLa U. CC a0 0 z � Z � W a 0 LL F- (AD 0 z N V DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET Al 3 -0 T T T T Q � Q Q� Q T T nn n� on BUILDING GENERAL FIRST FLOOR PLAN 1/16" = V -D" GENERAL NOTES: i� 2. 3. 4. 5. 6. 7. 8. CONFIRM ALL FINISH GRADE, FINISH FLOOR 9. DISTANCE BETWEEN EXIT STAIRS ARE 13. LEAVE A 22"X36" OPENING IN MAIN ROOF 19. PROVIDE DAMPERED VENTILATION Checker PORCH, STEP AND SIDEWALK EXEMPT FROM 1/2 OF THE LENGTH OF THE SHEATHING FOR VENTILATION IN LOUVERS IN 3RD FLOOR BREEZEWAY REQUIREMENTS WITH APPROVED SITE MAXIMUM OVERALL DIMENSION OF THE JOB NO. OVERBUILD AREAS. 15-055 CEILINGS, AT BOTH ENDS OF BREEZEWAY SHEET ENGINEERING. AREA TO BE SERVED ACCORDING TO FBC 14. PROPER NAILING SCHEDULE MUST BE USED TO PROVIDE LOW ATTIC VENTILATION AT PROVIDE CONTINUOUS VENTED SOFFIT AT 2017 1015.2.1 EXEMPTION #3. TO EACH FIRE ASSEMBLY. SEE SHEET A9.1 BREEZEWAY LOCATIONS. LOUVERS TO ALL OVERHANGS. 10. ALL INTERIOR AND EXTERIOR WALL SERIES SHEETS. HAVE 1 SF. FREE AREA, MINIMUN. VERIFY SIZE AND SPACING OF INTERIOR INSULATION TO BE NON -FACED. 15. PAINT ALL ROOF VENT AND STACK 20. 100%% OF ALL GROUND FLOOR UNITS TO AND EXTERIOR LOAD BEARING PARTITIONS 11. INTERIOR AND EXTERIOR LOAD BEARING PENETRATIONS TO MATCH ROOF BE H.C. ADAPTABLE, AND ALL OPENINGS IN WITH STRUCTURAL DRAWINGS. PARTITIONS AND STRUCTURAL MEMBERS SHINGLES. THESE UNITS SHALL BE 32" CLEAR PER THE REFER TO SITE WORK DRAWINGS FOR THAT SUPPORT ONE OR MORE FLOORS AND 16. NO STORAGE IN ATTIC AREAS PERMITTED. REQUIREMENTS OF THE FAIR HOUSING U FAS LEG E N D SIDEWALK LOCATIONS. ROOF, OR SUPPORT A RATED ASSEMBLY, 17. ALL ROOF COVERINGS TO MEET ACT. VERIFY LOCATION OF FIRE RISER AND FACP SHALL BE FIRE BLOCKED AT OPENINGS AND REQUIREMENTS OF FBC 2017. 21. CONTRACTOR SHALL ENSURE THAT ALL CLOSETS WITH FIRE PROTECTION, HAVE A FIRE RESISTANCE RATING NOT 18. PROVIDE 5" DEEP, K -STYLE GUTTERS PENETRATIONS TO THE ROOF DECK, ASSIGNED FOR HEARING & VISUAL PLUMBING AND FIRE ALARM DRAWINGS. LESS THAN THE ASSEMBLY BEING W/3"X4" DOWNSPOUTS, TYPICAL AT AREAS INCLUDING VENTS, AND STACK PROVIDE INSPECTOR TEST VALVE ACCESS SUPPORTED, AND NOT LESS THAN ONE DEPICTED ON ROOF PLANS AND BUILDING PENETRATIONS MAINTAIN A MINIMUM PANEL AS REQUIRED FOR SPRINKLER HOUR. ELEVATIONS. CONTRACTOR TO PROVIDE DISTANCE OF V-6" FROM ALL VALLEYS, HIP, SYSTEM. 12. CONDENSING UNIT, TYP. COORDINATE SHOP DRAWINGS, SHOWING DOWNSPOUT AND RIDGE LOCATIONS. SEE MEP ASSIGNED FOR UFAS SEE STRUCTURAL DRAWINGS FOR SLOPED LOCATION WITH MECHANICAL DRAWINGS. SPACING PER CODE FOR ARCHITECT'S AND DRAWINGS FOR ADDITIONAL INFORMATION FLOOR SLAB ELEVATIONS, TYPICAL ALL 1ST MAINTAIN 3'-0" CLEAR AT DISCONNECTS OWNER'S APPROVAL. COORDINATE WITH NOT SHOWN. FLOOR BREEZEWAYS. PER NEC. COORDINATE CLEARANCE CIVIL AND LANDSCAPE DRAWINGS FOR 22. KEEP OFF RIDGE MINIMUM V-6" AWAY FROM PROVIDE 22"x36" ONE HOUR ATTIC ACCESS REQUIREMENTS AT GAS METERS WITH LOCATIONS THAT DOWNSPOUTS TIE INTO HIPS AND VALLEYS. INCLUDING ALL MEP AT TOP BREEZEWAY ONLY. PLUMBING DRAWINGS AND UTILITY UNDERGROUND STORM COLLECTION ROOF PENETRATIONS. E. PROVIDERS REQUIREMENTS. SYSTEM. ALL OTHER DOWNSPOUTS SHALL ET A1.Ob & A1.Oc FOR WALL TYPES, FROOF BE PROVIDED WITH A SPLASH BLOCK AT D FLOOR ASSEMBLIES BASE. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET A2,la_ BUILDING FIRST FLOOR PLAN— PART -1 1/8" =1'-0" 1 NOTE: SEE SHEET A1.Ob & A1.Oc FOR WALL TYPES, ROOF AND FLOOR ASSEMBLIES KEY PLAN I REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 iK ® "7 i J CHECKED 10 C. Checker N N M M i a J QLL O Q AS NOTED JOB NO. Q N 1 CL d a��o cii L) c vi J_ ' .. Q V 3s a W ota'x w Z M O W Ilf QQ� V v fOo� 5 z O Q J J_1 N H -� O J 1-- a � V � zO Z Z Q o �o iK ® "7 i J CHECKED Checker DATE i a SCALE Q li W ° LLM C cf)Q T a c/)Z z Z W O F 0 FmO J LIU Q �a Q� aco LL O Q z LV o c) o FF - m V DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET BUILDING FIRST FLOOR PLAN- PART -2 1/8" =1'-O" KEY PLAN NOTE: SEE SHEET A1.Ob & A1.Oc FOR WALL TYPES, ROOF AND FLOOR ASSEMBLIES w .m REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET 1 BUILDING FIRST FLOOR PLAN— PART -3 1/8" =1'-0" KEY PLAN NOTE: SEE SHEET A1.Ob & A1.Oc FOR WALL TYPES, ROOF AND FLOOR ASSEMBLIES REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 NN Author CHECKED Ln �O L� Checker LL; DATE 05/24/18 � J SCALE 0: LL Q Q JOB NO. to Z H 15-055 ^^ • n J ~ N a J n c 3 � O v g o � 8 J LU J V 3� a LL " oin S r n L i ^ L 1 Z M 0 L r) L '-T N QQ� _ V V foF n O Z O a JAW n Q � O o V � Z Z z Q o n � � %0 Q D W ° LLQ M cl) 0. U) Z z Z W J O F O WU. Q .1 0- o Qcc 0 o LL a z W � o ('3 0 m V DRAWN Author CHECKED Checker LL; DATE 05/24/18 SCALE AS NOTED JOB NO. Q D W ° LLQ M cl) 0. U) Z z Z W J O F O WU. Q .1 0- o Qcc 0 o LL a z W � o ('3 0 m V DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET 27R' _ 11 1 /911 N M -0 -0 N N Q Q � I � T T I 1 TYPICAL BLDG. GENERAL 2ND TO 4TH FLOOR PLAN 1/16" =1'-O" UFASLEGEND ASSIGNED FOR UFAS NOTE: SEE SHEET A1.Ob & A1.Oc FOR WALL TYPES, ROOF AND FLOOR ASSEMBLIES REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET NP. BLDG. GRAL. 2ND TO 4TH FLOOR PLAN- PART -1 1/8" =1'-0" NOTE: SEE SHEET A1.Ob & A1.Oc FOR WALL TYPES, ROOF AND FLOOR ASSEMBLIES KEY PLAN . ■ ■ ■ REVISION SCHEDULE # I DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET TYP, BLDG. GRAL. 2ND TO 4TH FLOOR PLAN- PART -2 1/8" =1'-0" KEY PLAN 1" = 60'-0" NOTE: SEE SHEET A1.Ob & A1.Oc FOR WALL TYPES, ROOF AND FLOOR ASSEMBLIES l e r a .m *W REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET 1 TYP. BLDG. GRAL. 2ND TO 4TH FLOOR PLAN-- PART -3 1/8" =1'-0" KEY PLAN 1" = 60'-0" NOTE: SEE SHEET A1.Ob & A1.Oc FOR WALL TYPES, ROOF AND FLOOR ASSEMBLIES ■ . ■ ■ REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 � o a °C a Uj 0 U.a c� U) im- cl)Z = ZW O z � � N W Q J � O a C'3 O LL d O z o LJ J a J cn m LLO a U DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET NN Ln M M J QLL O Q il i H � — N �� CL a a I o g . r- ,ovv g o n ui J H Q = U oN W n {nw�� M O O U ri jr+jr W+ � .O.l^d L / V: aQ-0 U U O n mop O Z i 3 Q J J J t!1 Q. W J J 2 � J F— Q� D V I 00 Z Z L Q O n z �O � o a °C a Uj 0 U.a c� U) im- cl)Z = ZW O z � � N W Q J � O a C'3 O LL d O z o LJ J a J cn m LLO a U DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET GENERAL ROOF PLAN 1/16" =1'-O" F E: EET A1.Ob & A1.Oc FOR WALL TYPES, ND FLOOR ASSEMBLIES REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET N M N Q ' T 1 I A7.1 ROOF BELOW DRAFTSTOPPING 5 ACCESS PANEL, TYP. 3 A7.5 A7.5 07630.A WIN All l'-4 -------- - - - - - - - - - - - -- 7i------ ------1 L Ji - - - - -- - ----i L- -- --------- ------ ------------------------------- L ------- ------- - _ - ---- ---- I I r -- I --- � i 5.. / 12,. 5.. / 12"i �---------------------- � F/12" 5"/ 12.. r- , I I 6- _r I _ L uJ L J uJ L J �� y�A in�.�Q L J A4.7 9CC�� P�OC 07530. E ����� P��� s � w � A7.5 ' � I I 07311.A I I $ r ' 2 N A7.5 A7.5 ' 5" / 12" in Cn ' IL 479rR p --- 08300.A L RIDGE I I A �►- 1 A7.5 I N CV I 5" / 12" Cn Ln 2 I A7.5 RIDGE I I Ly I 1, w o G�9<< `�`�. 0 8 L9l EE�� 1 JP A7.5 W \7A75 I Y N�5" / 12" 5" / 12" 8A7.5`n________L------ ------F ----------------- ------ �------------------------------------------------------ --/----5'_/12'_JJ-----------� 5 A7.5 ROOF PLAN- PART -1 1/8" = V-0" ROOF BELOW 1 06100. D SELECTIVE CONDOC NOTES Key Value Keynote Text 06100.D 2X8 WOOD FASCIA 07311.A GALVANIZED 24 GA WATERPROOF OFF RIDGE VENT W/INSECT SCREEN PAINT TO MATCH ROOF 07530.E 240 LBS CLASS A MILDEW RESISTANT SHINGLE ROOFING W/SELF SEALING TABS W/ 30 YEAR WARRANTY 07630.A ALUM. GUTTERS AND DOWNSPOUTS 6" 08300.A 22"X36" ATTIC ACCESS NOTE: SEE SHEET A1.Ob & A1.Oc FOR WALL TYPES, ROOF AND FLOOR ASSEMBLIES KEY PLAN mmll ■� a REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET A2,3bl DRAFTSTOPPING ACCESS PANEL, TYP. ROOF PLAN- PART -2 1/8" =1'-0" KEY PLAN SELECTIVE CONDOC NOTES Key Value Keynote Text 06100.D 2X8 WOOD FASCIA 07311.A GALVANIZED 24 GA WATERPROOF OFF RIDGE VENT W/INSECT SCREEN PAINT TO MATCH ROOF 07530.E 240 LBS CLASS A MILDEW RESISTANT SHINGLE ROOFING W/SELF SEALING TABS W/ 30 YEAR WARRANTY 07630.A 108300.A ALUM. GUTTERS AND DOWNSPOUTS 6" 22"X36" ATTIC ACCESS NOTE: SEE SHEET A1.Ob & A1.Oc FOR WALL TYPES, ROOF AND FLOOR ASSEMBLIES � W m MB m 0 REVISION SCHEDULE # DESCRIPTION I DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET N M N T I ROOF PLAID- PART -3 1/8'=I' -O' KEY PLAN SELECTIVE CONDOC NOTES Key Value Keynote Text 06100.D 2X8 WOOD FASCIA 07311.A GALVANIZED 24 GA WATERPROOF OFF RIDGE VENT W/INSECT SCREEN PAINT TO MATCH ROOF 07530.E 240 LBS CLASS A MILDEW RESISTANT SHINGLE ROOFING W/SELF SEALING TABS W/ 30 YEAR WARRANTY 07630.A 108300.A ALUM. GUTTERS AND DOWNSPOUTS 6" 22"X36" ATTIC ACCESS NOTE: SEE SHEET A1.Ob & A1.Oc FOR WALL TYPES, ROOF AND FLOOR ASSEMBLIES 5 a cc cc 0 U REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 �+ LL' N Ln O L� 0. Z M M J � LL Q O Q ' Ln Z H � ~gam //�� • J ~ N d I LL a o ,o�v o V I Q o v W J_ F- Q �a V 3 W ta'X Lc., W H OJ W 1n QQ§z U v O o 0 z 7 O Q JJ_! N w O _J J I.- 00 00 V � Z Z < n Q D W O LL cl)a U) z z O Fm M Wa a C'3CL o a- aIx O a0 z z W a a LL U. ('3 O O F�— DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET LL' 0. Z Q D W O LL cl)a U) z z O Fm M Wa a C'3CL o a- aIx O a0 z z W a a LL U. ('3 O O F�— DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET Pl� 8 RESTROOMS / MAIL ROOM ENLARGED PLAN 3/8" =1'-0" TYP. RESTROOM ELEV. 3/8" =1'-0" MAILBOX (TYP PARCELBOX MAIL ROOM ENLARGED ELEVATION 3/8" =1'-0" MAILBOX m NP. RESTROOM ELEV. 3/8" =1'-0" MAILBOX PARCEL SELECTIVE CONDOC NOTES Key Value Keynote Text I 10800.1-1 1-1/2" GRAB BAR. 10800.E TOILET PAPER HOLDER 10800.0 WATER CLOSET 10800.Q TILT MIRROR 15440.K SINK NOTE REFER TO INTERIOR DESIGN DRAWINGS FOR ALL INTERIOR FINISHES AND SPECIFICATIONS. F 7SET DULE DATE05-24-18 V Author I CHECKED N In O L� Checker N N C7 M 05/24/18 J SCALE QLL O Q Q (na� J 15-055 ~ N J LL , V O viJ J N Vo�a� as w C,�= w �zC?o NL Lot N Q0 ` V V �c OZv O Q m NSW oI.- > Q � ♦ /1 V J 00 zz Z Z Q o � n .O N04to cli �N Q W ° U.M a cf)a t!) U) Z a ZW CL in O F' Wa J Z ao W c� �,. Q O O O Z o W cn ('3 LIL 0 U. 0 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET 3' - 5 5/8" 2' - 4" 3' - 5" MIN. CLEAR I �I 'ITw xREF. 0 N - - - cr) L 15 00 I � W/D - _ J X W DW o 'F- A3.Oa1 3 I' o N - -2- - - o 0 30X48 CLEAR - 0 O O - WH --- n--- o 0 N 11452.P 1'-0' 2'-77/8" 1'-5" 7'-1" ENL. KITCHEN PLAN - UNIT A 3/8" =1'-0" PROVIDE SOLID BLOCKING FOR GRAB BARS 4'- 10 5/8" 30X48 CLEAR -6- - - FLOOR SPACE A3.Oa1 t 5 �X- -TI 10800.0 1'- 6" 1' - 5" 3' - 0" 10800. L 1' - 1 5/8" 9'-65/8" 2'-6" ENL. BATHROOM PLAN - VNITA 3/8" =1'-0" 11452.A 1 11452.13 1 15440.D PROVIDE SOLID BLOCKING FOR WALL MOUNTED CABINETS 15440.K 10800.K INTERIOR ELEV. 0 RANGE 3/8" =1'-0" INTERIOR ELEV. 0 VANITY 3/8" =1'-0" 15440.D 11452.A REFRIGERATOR UNDER COUNTER DISHWASHER BASE CABINETS W/ ADJUSTABLE SHELVES AND STANDARDS 11452.B I NTERIO 3/8" =1'-0" SELECTIVE CONDOC NOTES Key Value I Keynote Text PROVIDE 2X BLOCKING IN VANITY TO 06300.0 BASE CABINETS W/ADJUSTABLE SHELVES AND STANDARDS 10800.13 MIRROR 10800.0 LIGHT ABOVE MIRROR 10800.G CURVED SHOWER CURTAIN ROD 10800.K MEDICINE CABINET. 10800.E TOILET PAPER HOLDER 10800.0 WATER CLOSET 10800.0 TOWEL BAR. 11452.A REFRIGERATOR 11452.8 UNDER COUNTER DISHWASHER 11452.D EXHAUST HOOD 11452.P ELECTRIC RANGE 15440.D DOUBLE STAINLESS STEEL SINK 15440.K SINK 0 GENERAL NOTES 1. 100% OF ALL GROUND FLOOR UNITS SHALL BE 100% H.C. ADAPTABLE. ALL OPENINGS IN THESE UNITS SHALL BE 32" CLEAR. 2. PROVIDE SOLID BLOCKING IN BATHROOM WALLS FOR GRAB BARS. �/ 3. PROVIDE GROUND FLOOR THERMOSTATS 0ELEV. SINK AND ELECTRICAL SWITCHES ON M.E.P. DRAWINGS MOUNTED 42 A.F.F. TO CENTERLINE. 4. R-13 INSULATION UNFACED BOTH SIDES FOR SOUND BARRIER. 5. 30"x48" CLEAR FLOOR SPACE. 6. 48"X56" CLEAR SPACE. 7. PROVIDE LEVER HARDWARE ON ALL FRONT DOORS. PROVIDE LEVER HARDWARE ON ALL INTERIOR DOORS, KITCHEN SINKS AND BATHROOM FIXTURES. 8. BATHROOM DOORS TO SWING OUT AT ADAPTABLE UNITS WHERE SHOWN, (REQUIRED AT FIRST FLOOR ONLY). 9. ACOUSTICAL SEALANT AT ALL STAIR WALLS. 10. INSTALL CEMENTITIOUS BOARD AT ALL CERAMIC TILE LOCATIONS. 11. ALL WINDOWS TO HAVE FIRE RETARDANT WINDOW TREATMENTS. 12. DRYER VENT. REFER TO MEP DRAWINGS FOR DISCHARGE. 13. IN WALL WATER CONNECTION BOX. 14. SCALD CONTROL VALVES ON SHOWER FAUCET. 15. PROVIDE ELECTRICAL RECEPTACLES AT 18" TO 24" A. F.F. 16. PROVIDE PEEPHOLES AT ENTRY DOORS AT 4'-10" A. F. F. 17. PROVIDE TOGGLE SWITCHES FOR ALL LIGHTS, FANS, ETC. 18. PROVIDE DOUBLE PANE GLASS AT ALL EXTERIOR WINDOWS. 19. PROVIDE VERTICAL BLINDS FOR ALL 3" 6 3/t" 3'- 51/4" 8" WINDOWS. 20. DIMENSIONS ARE TO FRAMING WALL 9 6 5/8" SURFACES EXCEPT FOR EXTERIOR WALLS WHICH ARE DIMENSIONED TO EXTERIOR FACE OF SHEATHING. : ELEV. 0 SHOWER 21. PROVIDE ONE 3A 40 C FIRE EXTINGUISHER PER APT. CERTIFIED TAGGED FIRE EXSTINGUISHER TO BE PROVIDED PER LOCAL REQUIREMENTS AND INSTALLED IN THE KITCHEN SINK BASE CABINET OR AS REQUIRED BY THE FIRE MARSHALL. 22. ATTIC ACCESS 3RD FLOOR BREEZEWAY ONLY. 23. BOTTOM OF BAR TOP TO FIT FLUSH TO TOP OF BACKSPLASH 4'-105/ OF I NTERIOF 3/8//=j/-01/ 24. PROVIDE 2X BLOCKING AT INSTALLATION OF CHROME TOWEL BARS. 25. PROVIDE 2X BLOCKING FOR SHOWER ROD (BOTH ENDS) AT 6'-6" (CENTERLINE OF ROD). REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 3/8" =1'-0" JOB NO. 15-055 SHEET 26. PROVIDE 2X BLOCKING IN VANITY TO 31. RANGE IN UFAS UNITS TO HAVE FRONT ATTACH TOILET TISSUE HOLDER. CONTROL WITH ACCESSIBLE HOOD/FAN 27. ALL THREE SIDES OF TUB REQUIRE CONTROLS PER FAC 804.6.4 GYPSUM BOARD IF BUILDING IS 32. REFRIGERATOR/FREEZER SHALL HAVE AT 28. SPRINKLERED. PROVIDE BLOCKING BEHIND VENTILATION LEAST 50% OF FREEZER SPACE 54 INCHES HOOD FOR FUTURE MICROWAVE. MAX. ABOVE FINISH FLOOR PER FAC 804.6.6 29. UFAS UNIT ENTRY DOORS TO HAVE 33. TOP OF BOTTOM SHELF MAX. 46" A.F.F. FOR DOORBELL PER FBC 809.5.5.1 UPPER CABINETS. 30. UFAS UNIT ENTRY DOORS TO HAVE 34. PROVIDE SCHLUTER CRACK SUPPRESSION SECOND PEEP HOLE AT 40" A.F.F. FOR A MEMBRANE UNDER BATHROOM TILE FLOOR. MINIMUN 180 DEGREE RANGE OF VIEW PER 35. PROVIDE ADJUSTABLE SHELVING IN UFAS FBC 809.5.5.2 W.I.C. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 3/8" =1'-0" JOB NO. 15-055 SHEET 3'- 5 5/8" 2'- 4" 3' - 5" MIN. I CLEAR BASE CABINETS W/ADJUSTABLE SHELVES AND STANDARDS 10800.13 F-- - - 10800.0 LIGHT ABOVE MIRROR 10800.H 1-1/2" GRAB BAR. 11452.1-1 Q Q wLu 10800.1- TOILET PAPER HOLDER a WATER CLOSET 10800.0 v RE14. 11452.A U) 1 UNDER COUNTER DISHWASHER I 0oO EXHAUST HOOD i D � "t1 11452.H 11 11452.G Q --j- co U- 1 15410.H --�i L 15440.B WATER HEATER 15440.D DOUBLE STAINLESS STEEL SINK 15440.K Q Q N J CL V =Oo UCO DV'J L) Z F- �O J J O r o NLLI A3.Oa2 3 J _ ch �' a Q � _ _ N 2 I zz � O 15440. B 30X48LEAR SPACE o FLOOR I - I I 1'-0" 2'-77/8" 1'-5" 2'-0" 11452.P 7' - 1 „ ENL. KITCHEN PLAN - UN IT A -UPAS 3/8" =1'-O" PROVIDE SOLID BLOCKING FOR GRAB BARS 15410.H - �o 10800.1-1 10800.1- 10800.0 0800.L10800.0 ENL, 3/8" =1'-0" 3' - F OC U w 13- C/) 000 XO M LL 6 A3.Oa2 I I - -I- -- 5 5 - o0 1'-6" 2'-45/8" 1'-4" 3'-0" 1'-4" 9'-65/8" ATHROOM PLAN - UN IT A -UPAS 15440. K 10800.13 10800.K i 11452.A 1 11452.13 1 15440.D PROVIDE SOLID BLOCKING FOR WALL MOUNTED CABINETS 7-07/8" 15440.D 11452.A REFRIGERATOR 4 06300.0 UNDER COUNTER DISHWASHER BASE CABINETS W/ - ADJUSTABLE SHELVES AND STANDARDS 11452.P INT. ELEV. Cup RANGE - UNITA-VFAS 3/8" =1'-0" INT. ELEV. 0 VAN IN - UN IT A-UFAS 3/8" =1'-0" 1 11452.13 1 11'-8" INT. ELEV. 0 SINK - UNITA-UPAS 3/8" =1'-0" INT. ELEV. 0 SHOWER - UNITA-VFAS 3/8" =1'-0" SELECTIVE CONDOC NOTES Key Value I I 06300.0 BASE CABINETS W/ADJUSTABLE SHELVES AND STANDARDS 10800.13 � 10800.0 LIGHT ABOVE MIRROR 10800.H 1-1/2" GRAB BAR. 10800.K MEDICINE CABINET. 10800.1- TOILET PAPER HOLDER 10800.0 WATER CLOSET 10800.0 TOWEL BAR. 11452.A REFRIGERATOR 11452.13 UNDER COUNTER DISHWASHER 7-07/8" 15440.D 11452.A REFRIGERATOR 4 06300.0 UNDER COUNTER DISHWASHER BASE CABINETS W/ - ADJUSTABLE SHELVES AND STANDARDS 11452.P INT. ELEV. Cup RANGE - UNITA-VFAS 3/8" =1'-0" INT. ELEV. 0 VAN IN - UN IT A-UFAS 3/8" =1'-0" 1 11452.13 1 11'-8" INT. ELEV. 0 SINK - UNITA-UPAS 3/8" =1'-0" INT. ELEV. 0 SHOWER - UNITA-VFAS 3/8" =1'-0" SELECTIVE CONDOC NOTES Key Value I Keynote Text 06300.0 BASE CABINETS W/ADJUSTABLE SHELVES AND STANDARDS 10800.13 MIRROR 10800.0 LIGHT ABOVE MIRROR 10800.H 1-1/2" GRAB BAR. 10800.K MEDICINE CABINET. 10800.1- TOILET PAPER HOLDER 10800.0 WATER CLOSET 10800.0 TOWEL BAR. 11452.A REFRIGERATOR 11452.13 UNDER COUNTER DISHWASHER 11452.D EXHAUST HOOD 11452.G WASHER 11452.H DRYER 11452.P ELECTRIC RANGE 15410.H PREFABRICATED SHOWER ADA COMPLIANT 15440.B WATER HEATER 15440.D DOUBLE STAINLESS STEEL SINK 15440.K SINK 11452.P REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 �,. g .: Q c 40, I,1-' ,r 4 Q a 0 LL O Q a H- Z LL Z 00 Z ZW J OFm LLJ Z L Q CL o Z OC Qw Q O cn LL Z O z J W U) o z F- Uj U DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 3/8" =1'-0" JOB NO. 15-055 SHEET N N M M a" 0 N -J ^ a �CD 0 F a Cnj W o ^�2 G H Ln mW O L cl) z I? w <lnv X U V =Oo L) Z O J J NLLI Q � zz O n o �,. g .: Q c 40, I,1-' ,r 4 Q a 0 LL O Q a H- Z LL Z 00 Z ZW J OFm LLJ Z L Q CL o Z OC Qw Q O cn LL Z O z J W U) o z F- Uj U DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 3/8" =1'-0" JOB NO. 15-055 SHEET 3'- 5" MIN. 2' - 4" 01 0 op 11452)17 CLEAR w cc v ¢¢ wa U � I 000 U 11452.D 11452o I w I in Eo 11452.P 15440.D N DW oC N -I- Xo0 - - N W/D b co u 11452.A o Eq 0 3 A3.Ob1 , C° `� REFRIGERATOR Q i N N I � 15440.D _ _ F 2 UNDER COUNTER DISHWASHER o 3OX48 CLEAR - - o o FLOOR SPACE 15440.6 N BASE CABINETS W/ 11452.P - e �� 0 o° o ADJUSTABLE SHELVES o o AND STANDARDS iL------------ ------ WH N I � 0 � PROVIDE SOLID 2' - 0 21- 5" 2'- 7 7/8 - 10 3/8 8'- 11 1/4" 12'- 11 3/4" BLOCKING FOR WALL MOUNTED CABINETS 8'- 11 1/4" 06300.0 1 15440.D 11452.6 ENL. KITCHEN PLAN - UNIT B 3/8" =1'-0" 10800. L 10800.0 PROVIDE SOLID ' - Ofl 01 3'- 4" 4'- 10 5/8" BLOCKING FOR GRAB BARS 9'-25/8" ENL. BATHROOM PLAN - UNIT B 3/8" =1'-0" 1 15410. D cV PROVIDE SOLID BLOCKING FOR GRAB BARS 101 - 30X48 CLEAR 9 - _ �-- FLOOR SPAC A3.Ob1 15440. K - 0X48 CLEAR r- 8 FLOOR SPAC 10800.K ENL. BATHROOM #2 PLAN - UNIT B 3/8" =1'-0" INTERIOR ELEV. 0 RANGE 3/8" =1'-0" 4'-105/8" 4'-4" JI IF 11 9'--25/8" INTERIOR ELEV. 0 VANITY#1 3/8" =1'-0" INTERIOR ELEV. 0 VANITY #2 3/8'= 1'-0' INTERIOR ELEV. 0 SINK 3/8" =1'-0" INTERIOR ELEV. @SHOWER 3/8'= V -Of/ 4'- 11 1/2" 3'- 11 3/8" INTERIOR ELEV. 0 TUB 3/8" =1'-0" SELECTIVE CONDOC NOTES Key Value Keynote Text 06300.0 BASE CABINETS W/ADJUSTABLE SHELVES AND STANDARDS 10800.6 MIRROR 10800.0 LIGHT ABOVE MIRROR 10800.K MEDICINE CABINET. 10800.E TOILET PAPER HOLDER 10800.0 WATER CLOSET 10800.0 TOWEL BAR. 11452.A REFRIGERATOR 11452.6 UNDER COUNTER DISHWASHER 11452.D EXHAUST HOOD 11452.P ELECTRIC RANGE 15410.D TUB 1 w WATER HEATER 15440.D DOUBLE STAINLESS STEEL SINK 15440.K 1�\ A3.Ob1 6 F J U Q Q^ I \� CL v v� 30x8 CLEAR W rMi =Z) M C - 15440. K s FLOOR SPACE T < u I co �,,`� _ <X Q .� U U oo f1� Z� o o 10800.K M o ' jr -; o T , o 10800. B ^ V , m PROVIDE SOLID ' - Ofl 01 3'- 4" 4'- 10 5/8" BLOCKING FOR GRAB BARS 9'-25/8" ENL. BATHROOM PLAN - UNIT B 3/8" =1'-0" 1 15410. D cV PROVIDE SOLID BLOCKING FOR GRAB BARS 101 - 30X48 CLEAR 9 - _ �-- FLOOR SPAC A3.Ob1 15440. K - 0X48 CLEAR r- 8 FLOOR SPAC 10800.K ENL. BATHROOM #2 PLAN - UNIT B 3/8" =1'-0" INTERIOR ELEV. 0 RANGE 3/8" =1'-0" 4'-105/8" 4'-4" JI IF 11 9'--25/8" INTERIOR ELEV. 0 VANITY#1 3/8" =1'-0" INTERIOR ELEV. 0 VANITY #2 3/8'= 1'-0' INTERIOR ELEV. 0 SINK 3/8" =1'-0" INTERIOR ELEV. @SHOWER 3/8'= V -Of/ 4'- 11 1/2" 3'- 11 3/8" INTERIOR ELEV. 0 TUB 3/8" =1'-0" SELECTIVE CONDOC NOTES Key Value Keynote Text 06300.0 BASE CABINETS W/ADJUSTABLE SHELVES AND STANDARDS 10800.6 MIRROR 10800.0 LIGHT ABOVE MIRROR 10800.K MEDICINE CABINET. 10800.E TOILET PAPER HOLDER 10800.0 WATER CLOSET 10800.0 TOWEL BAR. 11452.A REFRIGERATOR 11452.6 UNDER COUNTER DISHWASHER 11452.D EXHAUST HOOD 11452.P ELECTRIC RANGE 15410.D TUB 15440.6 WATER HEATER 15440.D DOUBLE STAINLESS STEEL SINK 15440.K SINK U FAS NOTES SEE SHEETS A3.01_11, A3.OU2 AND A3 -0U3 FOR MORE INFORMATION REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 NN � N N M C7 QLL 0 Q Q gz� N aa. c 1..` J F J U Un oU. W rMi =Z) M C r � T < u <X Q .� U U oo f1� Z� o o Q �:5 Uj jr -; o J J H Q � ^ V , 00 Z Z o n o DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 3/8" =1'-0" JOB NO. 15-055 SHEET A3,Obl ENL. KITCHEN PLAN - UNIT B -UPAS 3/8" =1'-0" i CD r- - -� 7 OCU co `< a A3.Ob 6 3048 CLEAR I o 15440.K 1 00 s /FLOOR SPACE o0 M0 10800.K 10800.13 L %i 0 M 3'-4" 4'-105/8" 10 9'-25/8" id ;1 EEN L. BATH ROOM #1 PLAN -- UNIT 3/8" =1'-0" 10800.1-1 15410.D 1 10800.1-1 1 1 10800.0 1 10800. L 10800.1-1 10800.0 1 10800.1-1 - PROVIDE S"� BLOCKING FOR GRAB BARS B-UFAS 1 11452.1-1 1 CL jD" Lu 11452.G U c� 000 �� W I WH 1 15440.13 1 11452. D 11452. P Key Value N �o 3'- 5" MIN. 21- 4" - CLEAR- � 11452.A 0 10800.13 MIRROR 10800.0 O cn \1L [J I` O OO � 10800.K MEDICINE CABINET. OCU 1 o0 0 � �o WATER CLOSET W CL 1 TOWEL BAR. 11452.A REFRIGERATOR FEF. U - - UNDER COUNTER DISHWASHER N EXHAUST HOOD �X00 I I I in WASHER 11452.1-1 DRYER �- N ELECTRIC RANGE 15410.D TUB 15440.13 WATER HEATER 15440.D DOUBLE STAINLESS STEEL SINK 15440.K ISINK mzm C z , LU W) v a V V a . C) 11452.6 0 z =7 O Q tnjrLU tn jr LU �o '" J 2 W 3 A3.Ob2 - - DSIV N N cn v C/) zz zz ,2 L J 0 - - xo 15440.D Q E 1 1 0 b I 30 48 CLEAR I o FLOOR SPACE i O 11452.P N L- _ _ - - _ _ _ - - - - _ - ------ O PROVIDE SOLID 2 - 0 2'- 5 2 - 7 7/8 - 10 3/8 BLOCKING FOR WALL MOUNTED CABINETS 8'- 11 1/4" ENL. KITCHEN PLAN - UNIT B -UPAS 3/8" =1'-0" i CD r- - -� 7 OCU co `< a A3.Ob 6 3048 CLEAR I o 15440.K 1 00 s /FLOOR SPACE o0 M0 10800.K 10800.13 L %i 0 M 3'-4" 4'-105/8" 10 9'-25/8" id ;1 EEN L. BATH ROOM #1 PLAN -- UNIT 3/8" =1'-0" 10800.1-1 15410.D 1 10800.1-1 1 1 10800.0 1 10800. L 10800.1-1 10800.0 1 10800.1-1 - PROVIDE S"� BLOCKING FOR GRAB BARS B-UFAS 1 11452.1-1 1 CL jD" Lu 11452.G U c� 000 �� W I WH 1 15440.13 1 11452. D 11452. P 8'- 11 1/4" 11 06300.0 15440.D INT. ELEV. 0 RANGE - UNIT B-UFAS 3/8" =1'-0" 9 1/41, Key Value N �o v , o 0 10800.13 MIRROR 10800.0 O cn \1L [J I` O OO � 10800.K MEDICINE CABINET. 10800.E o0 0 � 10800.0 WATER CLOSET 10800.0 TOWEL BAR. 11452.A REFRIGERATOR 11452.13 UNDER COUNTER DISHWASHER 11452.D EXHAUST HOOD 11452.G WASHER 11452.1-1 8'- 11 1/4" 11 06300.0 15440.D INT. ELEV. 0 RANGE - UNIT B-UFAS 3/8" =1'-0" 9 1/41, 15440.D Key Value N �o v , o 0 10800.13 MIRROR 10800.0 O cn I` I` O OO � 10800.K MEDICINE CABINET. 10800.E o0 0 � 10800.0 WATER CLOSET 10800.0 15440.D 12'- 11 3/4" �----E �52, REFRIGERATOR UNDER COUNTER DISHWASHER 11452.13 INT. ELEV. 0 SINK - UNIT B-UFAS 3/8" =1'-0" PROVIDE SOLID BLOCKING FOR GRAB BARS 0 N 30X48 CLEAR _ 11_ _ _ 15440.K FLOOR SPACE 1 1 A3.Ob I� I s Zl10800. K `� a r 3'-0" 1'-97/8 8'-107/8" ENL. BATHROOM #2 PLAN - UNIT B -UPAS 4' - 10 5/25" 41- 4" 9'-25/8" INT. ELEV. 0 VANITY #T 3/8" =1'-0" INT. ELEV. 0 SHOWER #T 3/8" =1'-0" I NT. ELEV. 0 VANITY #2 3/8" =1'-0" o loo -0) INT. ELE V. 0 TOILET #2 SELECTIVE CONDOC NOTES Key Value N �o v , 06300.0 �0 10800.13 MIRROR 10800.0 O cn 10800.G CURVED SHOWER CURTAIN ROD 10800.1-1 OO � 10800.K MEDICINE CABINET. 10800.E o0 0 � 10800.0 WATER CLOSET 10800.0 TOWEL BAR. 11452.A REFRIGERATOR 11452.13 UNDER COUNTER DISHWASHER 11452.D 12'- 11 3/4" �----E �52, REFRIGERATOR UNDER COUNTER DISHWASHER 11452.13 INT. ELEV. 0 SINK - UNIT B-UFAS 3/8" =1'-0" PROVIDE SOLID BLOCKING FOR GRAB BARS 0 N 30X48 CLEAR _ 11_ _ _ 15440.K FLOOR SPACE 1 1 A3.Ob I� I s Zl10800. K `� a r 3'-0" 1'-97/8 8'-107/8" ENL. BATHROOM #2 PLAN - UNIT B -UPAS 4' - 10 5/25" 41- 4" 9'-25/8" INT. ELEV. 0 VANITY #T 3/8" =1'-0" INT. ELEV. 0 SHOWER #T 3/8" =1'-0" I NT. ELEV. 0 VANITY #2 3/8" =1'-0" o loo -0) INT. ELE V. 0 TOILET #2 SELECTIVE CONDOC NOTES Key Value Keynote Text v , 06300.0 BASE CABINETS W/ADJUSTABLE SHELVES AND STANDARDS 10800.13 MIRROR 10800.0 LIGHT ABOVE MIRROR 10800.G CURVED SHOWER CURTAIN ROD 10800.1-1 1-1/2" GRAB BAR. 10800.K MEDICINE CABINET. 10800.E TOILET PAPER HOLDER 10800.0 WATER CLOSET 10800.0 TOWEL BAR. 11452.A REFRIGERATOR 11452.13 UNDER COUNTER DISHWASHER 11452.D EXHAUST HOOD 11452.G WASHER 11452.1-1 DRYER 11452.P ELECTRIC RANGE 15410.D TUB 15440.13 WATER HEATER 15440.D DOUBLE STAINLESS STEEL SINK 15440.K ISINK mzm C z , LU W) U FAS NOTES SEE SHEETS A3.OU1, A3.OU2 AND A3.OU3 FOR MORE INFORMATION I NT, ELEV. 0 TOILET #1 3/8" =1'-0" 10800.G 10800.1-1 10800.0 10800. H 10800.0 10800.0 \ 10800.H DD c° N o co o� - - 15410.D - 4'- 11 1/2" 3'- 11 3/8" 11 I NT. ELEV. 0 TUB #2 a U w U REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 D a 0 LL W LL0 m Z z~ �Z ZW LLJW 0 I- Z WQ o dao z a cr. o ci)O Z Qa J W cn LL a: O Z � W V DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 3/8" =1'-0" JOB NO. 15-055 SHEET v , N tLf N N N1 M � aU- 0 n (L C Xo:a` cv a�o� v aQ LLI Ccn�� mzm C z , LU W) v a V V a . C) 0 z =7 O Q tnjrLU tn jr LU �o J 2 cn zz zz �CD D a 0 LL W LL0 m Z z~ �Z ZW LLJW 0 I- Z WQ o dao z a cr. o ci)O Z Qa J W cn LL a: O Z � W V DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 3/8" =1'-0" JOB NO. 15-055 SHEET N E;1 4. 1,7 A�%-'kt BOWN'w 9w,"k, ..................... �'2.Z Wu� k� ':'a' Wlftk HE A -8 -- XL". --- ---------- - ............. . .. ... Fig. 3 w6eelthair-Tuming Space 4.14.2 Relationship of Manewleting Clearance to Wheelchair Space,& One full unobstructed side of the clear floor or ground space for awhee chair shall adjoin or oveMp an acces.sible route Pr adjoin another wheelchain clear.fi,00r space. If a'dear floor space is located in an alcove or othem4se confined on all or pad of three sides, adclitional maneuve(n 9 Clearances shall be provided as shown in rig� 4(d) and (e)� 4.2.4.3 5urfaces for Wheelchair Space& Clear 1`100r or ground spaces for wheelchairs shall comply with 4.5. UFAS 4.2.5 Forward Reach. If the clear floor space only allows'forward approach to an object. the maximurn high forward reach allowed shall be 48 in (1220 mm) (see Fig. 5(a)). The m(nirnufn kxo forward reach is 15 In (380:rnfr0_ if the Wigh forward reach Is overan obstruction, reach and clearances shag be as shown in Fig. 5(b), 4.2.6" Side Reach. it the clear floor space allows parallel approach by a person in a wheelchair, th.t maxiinum high side reach allowedshall be 54 Iri 11370 mm) and the low, side reach shall be no less than 9 in (230 mm) above the floor (Fig, 6(a) and (b)), 4.5 Ground and Floor Surface& 4.5.1 * GeneraL Ground and ffc*r surfaces. along accessible.routesand in, accessible rooms and.spaces, including.floors, walks, ramA stairs. and curb ramps, "I be stable, firrn, slo-resistwtt. and shall comply with 4.5. 4.5.2 Changes In Level, Changes In level. up to 1/4 in (6 mm) may be vertic4 and without edge treatment (see Fig. 7(c)). Changes in leveJ between 1/4 in and 1/2 in (6 mim and 13 mm) shall be beveled with a slorwm greater than 12 (see F'V. 7(,0), Changesin level greater than 1/2 In (13 mm) shag be accomplished by means of a ramp that complies with 4,7 or 4.8, 4.5.3' Carpet if carpet or ca"t tile is. used on a ground or floor surface, then It shall be secvrely attached; have a firm mAihlm pad, or backing or no cushion or pad,, and have a level loop. textured loop, level cut pile, or level cyVuncut pile texture The mav imum pile heig�g shag be 1/2 In (13 rnm).'EVosed edges of carpet shall be fastened to floor surfaces and have trim along the endre length of the exposed edge Carpet edge trim shag comply wlth� 4.52 Irrarpet Ifle is u -sed on an accessible ground or ftoor surface� it $halt haoe a rnaxknum combined WcJm,.m of pile, cusNdr4 -md backLqg height of 112 in (7.3rnrrO (see Fig. 80. 4.14 Gratings,, if gratings are located In waticing sur- faces, then they shall have spaces no greater than 1/2 In (15 mm-). Mde in one direction (See F-;g� 8(g)), if gratings ha" elongated ope ings, th rd en they shall be placed so that the bN dimension is perpenolcular to the dominant direction of travel (see Fig 8(h)). 4.13 Doom 4.13.1 General. Doars required to be accmibfe by 43 shall comply u9th the requirements of 433� 4.13.2 Revolving Doors and Turnsfiles. RevolVin .A, doors or turnstiles shall not be the only means o( passage at an accessible, entrance or along an access, Ible rmite. An acces,sible gateor doorshau be, pro- vided adjacent 4o the tun -wile or rcuoluing door and 5hall be so designed as io facilitate blie same use pattern 4.13.3 Gates, Gates, including ticket gates, shall meet all applicable specifications of 4.11 4.13.4 Double -Led Doorways. Ifdoorways have two independently operated door leaves, then at least one leaf shall meet the specifications in 4.13.5 and 4.13,6, That. leaf shal be an active leaf 4.13.5 Clear VVidth. Doorways shall, have a minimum clear opening of 32 in (8,15 mm) with the door open.� 90 degrees-Measwed between the face of the door and the stop (see Fig. 24(a), (b), (c), and (d)). Openings more than 214 in (6 10 mm) in depth shall complywith 42.1 -and 4.3.3 (see Fig. 24(e)), &XCEPTIOM, Dw�s not regub-Ing full user passage, such as shalloul cbsets, may have the clear ppening reduced to 20 in (510 mrW minim um 4.13.6 Maneuvering Clearances at Doors, Animum maneuvering clearances at doors that are not wornatic or powertassisted shall be as shown in Flig, 25, The floor or ground area within the required clearances shall be level and clear. Entr doors to acute care hospital bedrooms for in -patients shall be exempted from the requirement for space -at the latch. side of the door (see dimension "x" in Fig. 25) if the door is at least 44 in (1120 mm) wide, 4� 13,7 Two Doors In Series. The minimum space between two hinged or pivoted, doors in series shall be, 48 in (1220 mm) plus the width of any door swinging into the space. Doors in series shati swing either in. the same4rection or away from the space between the doors (see Fig, 26). 4.13.8* Thresholds at Doorways. Thresholds at doorways shall not exceed 314 in (19 mm) In height for exterior �Jiding doors or 112 in (13 mm) for other Wes of doom Ralsed thresholds and floor level changes at accessible doorways shall be beveled with a slope no greater than 1:2 (see 45.2). 4,13.9* Door Hardware. Handles, pulls, latches, locks, and other operating. devices on accessible doots shall have a shape that is easy to grasp with one hand and does not require tight grasping, tight pinching, or twisting of the wrist to operate. Lever -operated I mechanisrric� push-t�epe mechanisms, and U-shaped handles are acceptable designs, When sliding doom are fully open, operating hardware shall be exposed and usable from both sides. In dwelling units, only doors at accessible entrances to the unit Itself shall comply with the. requirements of this paragraph.. Doors to hazardous areas shall have hardware complying with 4.29.3. Mount no hardware reqWred for accessible door passage higher: than 46 in (1220 mm) above fuVshedflom 4� 13. 10* Door Closers. tf a door has a closer. then the. sweep period of the closer shall be adjusted so that from an open position of 70 degrees, the door vAll take at least 3 seconds to move to a point 3 in (75 mm) from thelatc1i, measured to the leadingedge-of the door. 4.13.11 ' �* Door Opening Force. The maximum kwce for pushing or pulling open a door shall be as follows. (1) Fire doors shall have the minimum opening forceallowable by the appropriate ;pdrninistrative authoriky� (2) Other doors. (a) exterior hinged doom (ReservecA (b�) interior hinged doom 5 IV (22,2N) (c) sliding or folding doors: 5 1bf (22.2N) These forces do not apply to the force required to re- tract latch bolts or disengage other devices that may hold (he door in a closed position. 4,13.12* Autornatic Doors and PowenAssisted Doors. If an autornabc door is osed, then it shall corn - ply vAth American National Standard for Power - Operated Doors, ANSI. A1.56.10-1979, Slowly opening, lowpowered, automatic: doors shall be comidered a We: of custom design Installation as described in paragraph I � 1. 1 of ANSI Al 56Al 0-1:579. Such doors shall not open to back check faster than .3 seconds and shah. regiiire no more than 15 lbf (66.6N) to stop door movemenL 9, a power -assisted door i's used, its door -opening force shall comply with 4.1-3.11, and its closing shall conform to the requirements in section 10 of ANSI A) 56�1 0,1979. * 4.14 Entrances. 4.14.1 Nntmum Number. Entran.ces requ�red to be accessbk by 43 shall be part. of an. accessible route and shall comply with 4-3. Such entrances shag he connectedby an accessihle route to. pub4ic transportation stops, to accessible parldrig and passenger loading zones, and to public streets or sidewalks if available (see 43,2(l �). They shall also be connected by an accessible route to all accessible spaces or elements within the building or facility. 4.14.2 SerAce Entrances. A service entrance shall not be. the sole accessible entrance -unless it Is the only entrance to a building or facility (for example, in a fac- tory or garage) - 4.19 Lavatories and Mirrors. 4.19.1 GeneraL The reqLArements, of 4,19 shall apply to lavatory fixtutes, vanities, and built-in lavatories, 4.19.2 Height and Clearances. Lavatories shall be m0unte,dVAth the rim Or counter Surface no higher than 34 in (865 mrr� above the fintshed floor ft - vide a clearance of at least 29 In (735 mm) from the floor to the bottom of the apron. Knee and toe clearance shall comply with Fig, 31, 4.19.3 Clear Floor SPace. A clear floor space 30 In by 48 in (760 mm. by 1220 mm) complying mth 42.4 shelf be provided in front.of a lavatory to allow forward approach. Such clear floor space shall adjoin or overlap an accessible r(xAe and shall extend a am- imum of 19 In (485 mm) underneath the lavatory (see Flg� 3:2)_ 4.19.4 Exposed Pipes and Surfaces. Hot water and drain pipees under lavatories shall be Insulated or otherwise covered There -shall be no sharp or abrasive surfaces under lavatories, 4.19.5 Faucets. Faucets shall comply With 4,27.4� L_ever­operated.pvsh�type, and electronically controlled mechanisms a re exa.mples-of acceptable 4esigns. Self- closing valves are allowed it the faucet rem ains,open for at least 10 seconds. 4.1.9.W n*rrors. mirro^rs shall be mounted with the bottom edge of the reflecting sutface no higher "-,an 4.0 in (1015 mm) ftom the floor (see Fig. 31). 4.22.6 Lavatories and Plirrors. If lavatories and mirrors are, provided, then at least one of earch shall comply with 4. 19, 4.25 Storage, 4.25.1 General. Fixed storage facilities such as cabinets, shelves, closets, and. drawemm qu&-ed to be accessible by 4.1 shag comply with 4.25. 4.25.2 Clew Floor Space. A clear floor space at least 30 in bY 4 in (760 mm by 1220 mm) compWg with 4.2.4 thatallows tither a forward or parallel approach by a Person using a wheelchair shall be pro- vi;l� at accessible storage facilities, 4.25.3 Height. Ao:�essibie storage spaces shall be within at least one of the reach ranges,specified in 42.5 and 4Z6. Clothes rods shall be a maximum of 54 in (1370 mrR)frorn the floor (see Fig. 38),. 4.25.4 Hardware_� Hardware for accessible storage facilides shafi comply with 4,27A. Touch latches and U-shaped pullsare acceptable� pmdominant direcdon 112 max F* 80 Carpet 717e Thick -new long d1mension perpendicuiar to mute of bavel 4W AN, 'M Plot 41 141:1111 ,it 313 Rg. 8 (h) Oradng Orientation tat 1 32 min i up� a WN2 0 �4__ (t) Sliding Door (d) Folding Door N Hinged Door 3 2- ow VP eye N Maximum Doorway Depth Fig. 38 Storage Shelves and Closets 4.26 Handrails, Grab, Bars, and Tub and Shower Seats. , 4.26. 1 * General. All handrails, grab bws, and tub and shower saaU requirW to be 'sfbic bu 4. 1. acce %w 4.8. or 4S shall comply with 4,26. 4.26.2* Size and Spacing of Grab Bars and Handralls. The diameter or width of the gripping sur- faces of a handrail or grab bar shall be 1-1/4 in to 1-1/2 in (32 mm to 38 mm), or the shape shall provide an equivalent gripping surface� If handralls or grab bars are mounted adjacent to a wall, the space between the wall and the grab ter, shall be 1-1 /2 In (38 mrn) (see 1719� 39(a), ft and (c)), Handrails may be located in a recess if the recess is a rna)dmum of 3 In (75, mm) deep and extends at least 18 in (455 mm) above the top of the rail (see Fig. 39(d)). 4.26.3 Structural Strtngth. The.structural strength of grab bars, tub and shower seats, fasteners,,and mounting d1tvices shall meet the following specikation.. (1) Sending stress in a grab bar or seat induced by the maximum ben4in moment from the application of 250 1bf (1112N) shaill be less than the allowable stress for the materialof the grab bar or seat (2) Shear stress induced in a grab bar or seat by the application of 250 IV J 1112 N) shall be less than the allowable shear stress for the material of the grab bar or seat If the connection between the,grab bar or seat. and its mounting bracket or other support iscon, sidered to be fully restraineA then dlie�:t and torsional shear stresses shall be totaled for the combined sheer stress, which shall not exceed the allowable shear stress. (3) Shear force induced, in a fastener or mounting device from the application of 250 IV (I 112N) sball be less than the allowable lateral load of either the fas- tener or mounting device or the supporling structure, whic:heve� is die smaller allowable load, (4) Tensile force induced in a fastener by a direct tension force of 250 )bf (1,112N) plus the rnwdmurn moment from the application of 250 IV (1112N) shall be less than the allowable tAdhdTawal and the supporting structure. (5) Grab bars shall not rotate within their fittings, 4,26.4 Eliminating Hazards. A handrail or -grab bar and any will or other surfacze adjacent to it shall be free of any sharp or abrasive elemetim Edges shall have a minirntirn radius of 1/8 in (3.2 mm). 4.27 Controls and Operatln� Mech'snisms. 4.27.1 General ' Controls and, operating mechanisms required to be acces�561,e by 43 shall corn* vAth 4,27. 4.27.2 Clear Floor Space. Clear floor space com- plying with 4.2.4 that allows a forward or a parallel approach by a pet scin using a wheetchait shall be pro - Wed at controls, dispensers, receptacles, and other opmable equipment, 4,27,3* HeighL The highest, operable part of all controls, dispensers, receptacles. and other operable equipment shall be placed within at least one of the reach ranges specified In 4,25 and 4.2.6 Except where the use of special equipment dictates otherwise, electrical and communications systern receptacles on walls shall be mounted no less then 15 In (380 mm) above the floor, 4.27.4 operatjorLr Contrds and operating mechanisms shall be opetabAe with one. hand and shall not require tight grasping, p' Inching, or twisting of the wrist, The force required to activate controls shall be no greater than 5 IV (2Z2 N)� acc6ssible path of travel Fig. 45 Minimurri Clearances for Stating and Tables 4.32.4* Height of Work Surfaces. The tops of tables and. work sudaces shall: be from 28 in to 34 In (710 mm to 865 mm) from the floor or ground 4.33 Assembly Areas. 4.33.1 Minimurn Kumber. Assembly and as:socWed areas required to be accessibte by 4� 7 shall coryiply with 433. 4.33.2* Size of Whedchair Locations. Each wheelchair location shall provide minirriurn dear ground or floor spaces as shown. in Fig 46, 4.33.3* Placement of Wheelchair Locations. Wheelchair areas shag be an integral part of any fixed seating plan and shall be dispersed throughout the seating area. They shall adjoin an accessble route that also serves as a means of egress In case of emergency and shall be located to provide lines of sight compar- able to those for all vk-Mng areas. EXCEPTM, Accessible viewing positions may be CfUsWed for bleacher,% balcoWes; and other areas hautv sight Unes &W require slopes of greater than 5 percent. EquivalwU access#* viewing positions may be located on feuels hauhV.accessible egress, 4.33.4 Surfams. The ground or floor at wheelchait locations shall be level and shall comply with 43, 4.33.5 Access to Performing Axeas. An accessible route shell connect wheelchair seating locations with performing areas, including stages, arena floom dress- ing roorris. locker rooms, and other spaces used by performers. ^ 4.33.6* Placement of Ustening Systems. if the listening system provided serves individual fixed seats, then such seats shall be located within a. 50 ft (15 rn) viewing distance of the stage or playing area and shall have a complete vlew�of the stage or pla�eing area 4.33.7' Types of Listening Systems. A.u4io loops and radio frequency systems are wo acceptable types of listening systi�ms. 4.34 Dwelling Unfts. 4.34.1 General. The requirements of 4,34 apply to dwelling units requ6,ed to. be accessible by 4 1. 4..34.2* Mintmum Requirements. An accessible dwelling unit shall be on an accessible route� An accessible dwelling unit shall have the folloveing accessible elements and spaces as a minimum J 1) Common spaces and facilities serving indiAdual accessible dweiling units (for example, entry walks, trash disposal facilities, and maPt boxes) shall comply vAth 4.2 through 4,33, 0 ............ 66 min Fonvard or Rear Access .................. 66 min 1675 N Side Atcess Fig. 46 Space Requirements for Wheelchair Seadng. Spacts in S�e&3 (2) Accessible spaces shan have maneuvering space COMPlYing with 4Z2 and 423 and surfaces, comply, ing with 43� (3) At least one accessible route COMplying witli 43 shall connect the accessible entrance$ with all access. ible spaces and elements within the dwelling units, � 4) See 4. 1 � 1 (5) (iV - Pax king, (5) Remmsed and resetued (6) Doors to and in accessible spaces that are intended for passage !hall comply vAth 4.13, except Mat the PrWisforis of 433.9appiq only to the doors at accessible erarances to the unit Itself (7) Atleast one accessible entrance to the dwelling unit shall comply with 434. (8) Storage in accessible spaces In dwelling units, including cabinets, shelvesi closets., and drawers, shall comply wtth 4.25., (9) All controls in accessible spaces shall comply with 42T Those portions of heating, ventilating, and airconditioning,equipment requiring regular, periodic maintenance and adjustment by the resident of a dwelling shall be accessible to, people in wheelchairs. if air distribution registers, must be placed in or close to ceilings for proper air Circulation,. this specification 4hall not apply to, the register, (10) Emergency alarms as required hy 4,1 and comPlVing with 4,28.4 shall be prmAded in the dwelling unit (.111) Removed and reserved (12) At, least one full bathroom shall comply vAth 434.5. A full bathroom shall Include a water close� a lavatory. and a bathtub or i sh ower. (13) The kitchen shall comply with. 4,34.6. 04) If..laundry facilities are provided, they. shall com- ply with 434.7, (I 5)The following spaces $hall be accessible and shallbe on an accessible route: (a) The IhAng area. (0) The dining area (0 The sleeping area, or the bedroom in one bed. room d welling un6, Or St le6st two bedrooms or sleep - Ing spaces in dwelling units with two or more bedrooms, (d) Patios, terraces, balconies� carports, and gar. ages, if PM,4ded with the dwe I Bing unit. 4.34.3 Adaptabffily� The specifications for 4,343 and 4-34.6 include the concept of adaptability. Access We dweft units may be designed forefther penn. anent. accm1hility or adaptaljtlity. REVISIONSSCIEDULE SC "' # DESCRIPTION DIATE P P MIT T 05_' ER�MITSET 105-24-181 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 1/4" = V-0" JOB NO. 15-055 SHEET A3.0ul . .... ... 48 tjT W 0 1 I 1 30 T 7W 1 1 30.1 I T TGO T 36 VS 1 191 T 486 1 36 9ir Fig. 45 Minimurri Clearances for Stating and Tables 4.32.4* Height of Work Surfaces. The tops of tables and. work sudaces shall: be from 28 in to 34 In (710 mm to 865 mm) from the floor or ground 4.33 Assembly Areas. 4.33.1 Minimurn Kumber. Assembly and as:socWed areas required to be accessibte by 4� 7 shall coryiply with 433. 4.33.2* Size of Whedchair Locations. Each wheelchair location shall provide minirriurn dear ground or floor spaces as shown. in Fig 46, 4.33.3* Placement of Wheelchair Locations. Wheelchair areas shag be an integral part of any fixed seating plan and shall be dispersed throughout the seating area. They shall adjoin an accessble route that also serves as a means of egress In case of emergency and shall be located to provide lines of sight compar- able to those for all vk-Mng areas. EXCEPTM, Accessible viewing positions may be CfUsWed for bleacher,% balcoWes; and other areas hautv sight Unes &W require slopes of greater than 5 percent. EquivalwU access#* viewing positions may be located on feuels hauhV.accessible egress, 4.33.4 Surfams. The ground or floor at wheelchait locations shall be level and shall comply with 43, 4.33.5 Access to Performing Axeas. An accessible route shell connect wheelchair seating locations with performing areas, including stages, arena floom dress- ing roorris. locker rooms, and other spaces used by performers. ^ 4.33.6* Placement of Ustening Systems. if the listening system provided serves individual fixed seats, then such seats shall be located within a. 50 ft (15 rn) viewing distance of the stage or playing area and shall have a complete vlew�of the stage or pla�eing area 4.33.7' Types of Listening Systems. A.u4io loops and radio frequency systems are wo acceptable types of listening systi�ms. 4.34 Dwelling Unfts. 4.34.1 General. The requirements of 4,34 apply to dwelling units requ6,ed to. be accessible by 4 1. 4..34.2* Mintmum Requirements. An accessible dwelling unit shall be on an accessible route� An accessible dwelling unit shall have the folloveing accessible elements and spaces as a minimum J 1) Common spaces and facilities serving indiAdual accessible dweiling units (for example, entry walks, trash disposal facilities, and maPt boxes) shall comply vAth 4.2 through 4,33, 0 ............ 66 min Fonvard or Rear Access .................. 66 min 1675 N Side Atcess Fig. 46 Space Requirements for Wheelchair Seadng. Spacts in S�e&3 (2) Accessible spaces shan have maneuvering space COMPlYing with 4Z2 and 423 and surfaces, comply, ing with 43� (3) At least one accessible route COMplying witli 43 shall connect the accessible entrance$ with all access. ible spaces and elements within the dwelling units, � 4) See 4. 1 � 1 (5) (iV - Pax king, (5) Remmsed and resetued (6) Doors to and in accessible spaces that are intended for passage !hall comply vAth 4.13, except Mat the PrWisforis of 433.9appiq only to the doors at accessible erarances to the unit Itself (7) Atleast one accessible entrance to the dwelling unit shall comply with 434. (8) Storage in accessible spaces In dwelling units, including cabinets, shelvesi closets., and drawers, shall comply wtth 4.25., (9) All controls in accessible spaces shall comply with 42T Those portions of heating, ventilating, and airconditioning,equipment requiring regular, periodic maintenance and adjustment by the resident of a dwelling shall be accessible to, people in wheelchairs. if air distribution registers, must be placed in or close to ceilings for proper air Circulation,. this specification 4hall not apply to, the register, (10) Emergency alarms as required hy 4,1 and comPlVing with 4,28.4 shall be prmAded in the dwelling unit (.111) Removed and reserved (12) At, least one full bathroom shall comply vAth 434.5. A full bathroom shall Include a water close� a lavatory. and a bathtub or i sh ower. (13) The kitchen shall comply with. 4,34.6. 04) If..laundry facilities are provided, they. shall com- ply with 434.7, (I 5)The following spaces $hall be accessible and shallbe on an accessible route: (a) The IhAng area. (0) The dining area (0 The sleeping area, or the bedroom in one bed. room d welling un6, Or St le6st two bedrooms or sleep - Ing spaces in dwelling units with two or more bedrooms, (d) Patios, terraces, balconies� carports, and gar. ages, if PM,4ded with the dwe I Bing unit. 4.34.3 Adaptabffily� The specifications for 4,343 and 4-34.6 include the concept of adaptability. Access We dweft units may be designed forefther penn. anent. accm1hility or adaptaljtlity. REVISIONSSCIEDULE SC "' # DESCRIPTION DIATE P P MIT T 05_' ER�MITSET 105-24-181 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 1/4" = V-0" JOB NO. 15-055 SHEET A3.0ul REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 4.34.4 Consumer Infarmadon. To ensure that t� 4.34.5.2`Water Closets. 4.345:5 �. 9 a -.shower -is prsavlde4 it shaft �� �, /^� VSs V I N Ln >tt �� fpI[�iwa feats° (�� Courite€1ta"ickrt Brad supporting structure shall ,o � existence Est" adaptable features will be known to d� � • be 2 in (moi matt) maximum over *m requiired clear M � owner Ear s (1) Clear f = ice at the ter closet shad be ais upant of a dwelling. the following coon- � (1) Sue and clearances ,Shower stall Size and clear Vie- rnntrmt shown in Fid. 47(e), The w« r closet may be located area _J fur a shat( coo with either F r rr LL with the dear area at either the right or IeR:side of floe k9� 3a) � (bl- (7) A char !;loot space .30 its �r 48 lel-(?'tit) nam � __ w::: - Q sumer information .shall be provided in each adafafabi� tallier The shower stall in Fig. 5(a) shall be X Inby 36 res` 1221 mm) shat{ allow:€Deward ,rrsaeh'tt� frac sink in z (915 rti�trrs by 1155 rtsrn), The shower stall h Fig. 35(b) I�ilnetn inches (485 !sten ma3F€rnaxrtt fire Clot € � 1 ` �' • i- dwelling a�rfit available for ocxttr aanc 2 i hr height of the water closet shall he at least 15 ) r � � air/�// d` (1 _ 8 will fit into the ,�arrka; space as $ s�andttrd b0 In gi,525 space may extqrsd underneath the altar: The knee - (1) Notification of the alternate height-, available lot in (X0 mrr.), and r* friore Mawn 19 in (465 trtrrtl'c men) tong bathtub. ice shall have a dear width of 30 In 760 mm and � � the 1atchen counter and sirik,.and the existence of measured to the top of rhe'toilet seat: ( � *s Cts a, a '4 u� i removable cabinets and bases, if provided, fonder (2) Seat A seat shall be prcMded in the shower stall a clear depth of 19 in (485 mm); f res i �!4a I# � a F 'T C counters. sin (3) Structuraal reinforcement or other provisions that in Fig. 35(a) as shown in F Fig 36, The seat shall bt 17 3 o 'O s sinks, lavatories, X411 allow Imstallatlon of grab bars shall be provided 'tri Into 19 In (43G acarta tcs d85 tram) hi h m�asaareti'(r�tn1: (5) There shall be no sharp or abrasive surfaces _ J � o � v > a ■- CD Tr_....._- � ui _ " Notification of the ' { tate locations sha�ara in Fi' 47 b . if rated grab rise bathroom Haar and end t1t�e full d of fonder sinus. Hot water and cdrx�lrt pipes under sinks m .t () jsravis ons for floe installation (-) fl b eptly shall be IrasufareEl or aeruis o J of grab bars at toilets, bathtubs, and showem bars shall be installed as shown its Fig, 29 and shall the stale: The seat shall be on the wall opposite t[ �, covered. seat wall batik control wail W � 2 � X a comply with 4.26, g controls. The structural strength of seats and their {a) o V 3 � LL comply with 4,26.3. Seats shall be 4.34.6.+6` 1 rs es and +Cookto Ranges and cook �' o _ a {3) Notification that the dwelling unit is equipped to zatachm:�itc shall c � � his g 35 in by 36 -In ('31 � rnl rs by g f 5 trtrra) ill � LI.J a LD W m M � G C have a visual emerges alarm �Iled rriourl[ed securely arses ;�kall not �Iiis during use, taps s siaA ressnpljr with 4.3x1.6.2 orad 434.5 3, It c�.ens � y -c M Z C (�l) "f'!?e toilet paper s#isperesee shall be 'trRstaltei� � cEroktcaFss €;sae knee spaces trr�..rn:eatta, til try f.' CL W L1 u (4) Identification ca€ file location where irkforrrseticort trill in reach as s€ickwra In Fia3, 4?(b). (3) drab loots Structural reinfa€ranraent or other pTC! s#uai" be trksu)a ri or crotiaerYatise protected an the � tr > Is and Instructions are available €est changlrng the heigtt2' visions that w111 �aiksw inrllrsticsra ti€ grab ia�ra siaall los of Counters, removing cabinets' and basses; insialll a 4,34,5,3 Lavatory, Mirrors. and Medicine Cabinets, �d €n the locations exposed contactsurfaces to prevent buffos, gbraair n �nk$ar i- a Q �o pa a tions shown in Fag. 49. If provided, visual erne rgesv y alarm system, and installing grab xis bars stall % in )led sa sh i car electrical shock The clear € Dor space may overlap' � aft$ t- V f o 0 iz (1) The lavatory and rn€mars shall cam n Fig 37 and � � = V o 0 ..i. a O Z v ply with slsall a oha�y �uitta 4,21, the knee spare; if provided, lay' 19 in (485 r�° m) . �, �, �-:_ lstsrs maximum. The location of controls for rariges and J � J (5) icdlftrakiaFs that 1118 dwelling unit has i>> ern cook -tops, shall not require reaching across burners.SWAM ... la3Y N uJ (2) if a calainei is provided:under the lavatory an a o desi�}necl In ae^�ar�ai�it"� u+itl'i this f,�rtPfs�xrirs l`"Ec#ariti � (4) csrrtrcafis. Faucets and other controls shag � � Accts i%itiy 5iardwt adaptatsle krarllrabrF, then k shail'be removable fes located as shown in Fig: 37 and shz+llcomply with! 4.34.16.7 terns, Ovens shall comply with 4.34A2 � � � � J x provide the clearances sp tliied in X122,6: 4.27A.,In the shower stall in � - f � In arla#itiiari, the p. who resift be re: ' nsfNe �f i~�ig. 35(a), all controls, and 434.b.3. t}uens dial. % of`ttse self-cleaning type � � va � o �J Q Cr (3) If as rna*dicatae rabsrset is prQvsdr cf ak?sawe the fauces, and t°1're shower unit shall be rrkount7^d on the or be located adjacient, to an adjusmble height counter � 0 0 o z z making cr 3Ci3Eiasrts stroll be preswidecl witl3 ttse follow s� yr spa"e belCrw (SeE Fig, 52}. For s€de+�r2rtirsg' _ r o Iavat,�v, then tree brxttrsrrs of the zstedklare ca�,et Mts11; � sv�sttt knee � � Z �o. � ing information: be located a rrCs over*, ft dot be ralrat tips r?te (1) Instruct ions fear e � 4R ids (� � . !t shcsserre€ spay tirttt mitt a Mase et cowmer . and harm stall be -crit s W �+ '�� baci� ttsi,Frat wr�l I Z `O jtitstir>g or racing kitchen (112Gt rrkrn) aka t� f%< l � � (15�fi � filet can t>e used as coatnter and sink he is and fear remo-0 cabarets , itte aver! irsg tlasy full widtta ref aysera and paall o 8 4.34,5.4 S2tthbabs, if a trathtub is rove f stro r � at various heights or as a hand-held om not ins q t e in 255 rnf t when €tai ex- (b) Z 2 A scale drawing oho � A , tttetl; It { Y ) 3ltcya�r ShciQ.i3l� ��, � ( ? � 3A•las by fst1•ira 75Q -enter b 25;~5•rrl€sa Steil () - 5 methods zrns# locations - sl`sa€1 have: the fcsildwiP;g fe8turz telrzded. Clveus strtrll I`te crsrstraks an fccfrat pacieis, they MME- The hatched areas are rein�earced to receive rats bars.. for irks installation flf grab tests FI firr' 4.34.5.6 Bathtub wed Shower Eni{clOStriaes. may be located an either sldr. of the char. 9 3 (i) rip€ s;e, Cir ticaar sfaace at bathtubs shall T o s (3).A scale drawing showing this location of be as shown in Fig, 33, Enclosures for bathtubs or shower st�ls shall not FIS 49 � a ad"rasiable or re ac. obstruct controls ar transfer from 4.34.6.8 Refngerator/Frees, Refrigerator/ t Ckcatiott flet Orate BarsControls 3 pl eaisle counter areas find removablewheelchairs onto B and of Showers W • cabinets. (2.) Seat. An In -tub seat or a seat at the had end Est siroavet or bat�ttarb seats Enclosures ars bathtubs shall � freezers shall carnply sxatis X1.34:6,3. Presta:sreri slut be rnade .far refrigerators which are W <; � doe tub shall be provided as shown in l 33 and ,A, not hive tracks mounted ore thou titers: (4) Idenr tification of the ldt�itisarl of any e aickipmelat T structural strength of seats grid their attachments 4.3+4 e .5.'� Clea. Flommer :Clear f€caor cc at fixe (l) Of the vertical side-blhside rcfngerator/Ertaezer .mXX 'o and p� required for adjusting or raxptaeirar� ta3�irtter shall comply w`stit 4.26.3. Sets shall tae. rnourite„t tures. may vve�lap. type; or traps. , r+b€nets, and sinks, srcurel, nrstj stall' naF slip duriraa3 use, r 5 leas ai t (2) Of the averand-wider type and meet the €ogow- all (} trt€ctnr� lose ins !ling a visual emergency (3) Grab ears.. Structural reinforcement or other 4.34.6 Mtehens. Acres ale or adpt {e kir r`ns ...,_ Ing requsremenis: ,y� Z T alarms system, IF the dwelling unit is egarippa=d for such provisions that will allow installation of grata bars shall and their Caoritponerrks shall he on an accessible route an installation: be provided In the locations shown in Fig, 4$. If pro- and shall comply with the requirements of AMA, (a) Have at least. 50 percent of the freezer space � video grab bars shall be ingtWied as shown in Fig. 4, � Wow .54 in (1370 men) above the floor. 4.34.5 Bathroorrls. Accssiws or adaptable 4.34.1SI C1raranceIear4uies between all a xis q g and shall corer . with 4,`'26, {PP { W - --- bathrooms shall be an an accessible notate and shall P"y. ing loess calsirsats, a attrater tzspa. appiian . ar walk (b) Have 00 percent of the refrigerator spate and comply with the requirements of 4.34.5. (4) Contras, Faucets and other controls shall be shall be 40 in 0015 exam) rrtlnirrsirrtt, except in Cj controls below 54 in (1370 men), located as shown in Fig. 34 and Mall co mpy withLL_risiis � � . o Q` shaped!ldtohens, where such C,iearance shall be 613 In 4.34-5.1 Freezers with less than1Gfa percent of frac storage N Doors. ptscsrs;shall error swing into the dear 4,27A rriiril€r:a�rn, flocar space required for any 11�. volume within the limits specified in 4,2.5 or 4.2..6 -51WI I (5) Sfatswe€ kirkat R shower spray unit wink a hose at 4.34.6.2 Clear Fiore€ Space. A; clear fluor space at sae the self -defrosting tom, f �r �,� i � Q � •.` I � a y��� 4.� east 60 in (1525 rr m) long that can based as a least 30 in, by 48 In (760 rmst by 1:220 men) complying rl` 4.34!.6.9 Dishw has. Disli;Wishers shall cormpiy f a) tai � fused shower head or as a hand -.held shower shall vrith 424 that allows either a forward or a €saraliel v4th d..34.fs.E' and 4.34.b.3. i3ishvrashers shy !save ail Before Removal r, provided. approach by a person in a wheelchair shall be pro- cava # t»a8in�ts and ;ase Cabinets and Base Remtavcd and Height Alternatives p tori ape accessible fears t) e)rarst eat the rraacltirte, Fig,. Mn Jrangvided o all oKoprteve in rise orator t including ing the for loading grad unloading dishes: {:ot3ra er Weir& SFtt g 4 �• J1 r,�, a range car cep, covert refrlgeratre°€reser, t dishwasher, aero! trash compft Laundry equiptrient * 4.34.6.10* 19tchen Storage. Cabinets; drawers, and � �s a � 1 J 1 1Z t2 rreaa 4 man located era the kitchen shall comply with x .34.7, shelf areas shall comply with 4:25 eared shall have the 305 1 NA folio" Q • ifxiiet i Hoaxer 4.341,5.3 Controls, All controls in ins sitf Carrs a' ply! �Ath 4,27. (1) Maxirrs�ans height "Ilie sib lot (122f3 e ars lift at o least one shelf of ell cablraets and storage slIves o 0 o rnotitnted above work counters (see Fig. 50). a 4.34.6.4 WorX Surfase3 At list one 311 in rfi§7 , Q (� (2) Door pugs or hander for wall cabinets shall be � � a Q ' I warn) secticin Of caunttt $l�l1 provide a work surface rrtcastszted as dose tar floe bcrtraam of cat+lraet dtMars as Z that compiles, vrlth rhe foll:au ing requirements (see N. possible, L�r3ar'paatk or handles fr�r bas$ c�itinetg arra€l 4 � 5fl); be mounted as close to the top of c aUnet doors as � possible UJJ O NOTE, The hatched anew we rein€ o:40 to receive grab bars. � a (1) The coaarltcr shall be rrtrauriteri at a trraxiniaarri, (bl height of .34 err 4865 � male the floor; measured � 4.3'1<7 t aundty Facilities. I€'I:esarrdry equipment is (a) Z LL R inFw,wd A.ms for kistaltatr rr nt arab Bars !`roar the &*r lo'Ore tie top of the ;covnwr su facc or provided within it dh4dual accessible dwellm-a units. or Sefom Reri a"I of Cabinets and Base {a) a slasdt adjustable. or replaceable as a unit to provide sersarate laundry facilities serve one or more access Std,-_ Hin d F. w Z a€s alternative heights of 28 in, 32 in, and 36 irk (7`10 s° m, ible dwelling uralts, thein they shall meet the a s�lri W a 1 + P15 rra< ans9 3i5 rxtiTi), measured from the taxEa of the regsairarrkerats sof 434,7,1 through 4.34.7.3. W +sa Rs counter surface. a s r 18 4.34.7.1 Lot adon. Laundry facilld'es and laundry ut e€at shall be on an accessible) route. r` ` : • (2) Base cabinets, if provided, shall be removable i <� i__ J karerier the full 3.0 in (76 i meta) riilrslmurr+ frcanatare of 4,34,7.2 Washing Machines and Clradies Dryers. au s the counter. The finished Door shall extend ender the Washing machines and clothes dryers In common use •- _ `._.`. c=aatnter to the wail. iaatrulry rooms shall be front loading. W760 ZCn s lam }� I(3) Counter thickness and supporting structure shall 4.34.7.3 Controls. Laband a r5+ egaaiprrarrtt slsall comply r • : ms's be 2 in (513 rrarrt) maraait`rruirt over the required cls€ with 4.27, W cedar carat alaar area. i f o V rirsar flow i rinor "`e 30 C,af !nets and � Rtm ov*d < Z ac sacs 1221 mm) boa forward app aaara }i t the u (b) o ;..,; . and Height Altana lvcs (b} J Htngle i Door' J i `l � ter. Nineteen inches (485 liar€!) rriaxarzaurtt � floe vrfrar 13erttnm• W _ floor space may extend underneath the counter. The dig. 51 1t rzxo sawn rsr knee c sea i have a minimum ra Clear width of 30 in 10tc'!;Gn Sink O (760 rr m) and a rnhi £riwn depth sof 1.9 in (485 �1. Countawp or wall -mounted overs, 8 res) erten). 2 Pull-out bead preferred withsid"pening door. W CIr Fiarpacc eat Adaptable e3akrarsssmx s 0 24 m (5) There shall be no; sharp or abrasive su€faces 3, Clear n space. &UJ Q gig lander such ealtante€s. , 5ottaom•ltinved door, � �' CL Fig, 52 w � � o ABm,n fa x 24 me Ovens wilb ou t Self Ci ting Feature � � Q � area erd 4.34.6.5 Sink The sl€aic aracl si rrourtding counter 36 min mZR O area m shall comply with the following requirements (see '51):,F"sg, LL fM (1) The sink and surroundin counter shell be 915 >_ O Z so munted &t a rnaidmum helght of 34 in t865 amt; .< o W W ca a sae tete fir. rsxeasttatad f Ill to foe resp Er( W UJ LL the clntcr sumac, or shall be ,adjustable or repiace< F able as a unit to a O roes back halo ( rxravieie alternative heights of � -Ira, 32 itis, and 36 in 7I 3 mm, 815 warn, and 91.5 mm , F ta) msurd Frc€m'tiae Saar to risetop of the counter stir _co V=7kh Seat In Tuts face or sink rima. The total width of sink and counter LJL = V area shall be 30 in (760 mm). a 24 rnira i (2) Pouglx ire plumbing shall be located to accept � F g sc a:anrttia`arss of supply xrscd drain pipes €ca` siralks a mounted at the. of 28 in $7113 trim). 6— 6t3m� 9m X � DRAWN - a o (3) The depth of a sink bowl shalltits be g€meter g ar°v than 6•1,l2 in (165 elate!), € my one bawl of double -or ,1 LL Author triple•bo%il sinks needs to meet this requirement o I E (4) Faucets shall carnply with4,27.4, hearer -o raked Fig 53 W CHECKED - -T Or Push-" rnechOnisms are two acceptable designs, o Fuad service Lint" Checker y (5) Lase cabinets If provWed, shall be removable DATE loot ' back :s�aii under the feall 3£) in (760 mm) mirairnsrrn frontagsa oaf co U 05/24/18 01 the sink and surrounding counter,. The., fsnislsed flooring W SCALE With $test at Kead of Tub shall extcl under the counter to tete wall. 1/411 = 1'-011 I rf---N VFAS JOB N'O. Z 15-055 W SHEET W Z U) Z 9 co A3.Ou2 27" � 4&1 Ot I'Itt 3" 31112 3211/2 341/2 Gcncral Irtforrmflon: Exterior fini&h nallarol sc Pc-llco will, be, f1L-0 to match 5crews will have a 112" OP OeA,uty wzt5hcrRppJ1m4 to the facle of the: 17affle- 4%vaflable. H6.0htO Note " : 71r, Outer cAlAnct, ln.ctuAflo face- frArma, doors., drAwer froy-yve, 51des,, Arid t0a k -Ick ramove if Aceired, T11116 Icaiv&* the, UFAS ifn5err, attached to the vaill., UFAS - BATHROOM LAV. CAB. W/REMOVABLE BASE 3d Views UFAS - KITCHEN SINK CABINET W/REMOVABLE BASE 1/4'= 1'-0" REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 1/4" = V-0" JOB NO. 15-055 SHEET A3,Ou3 CE CE 25'-4" UNITA DIMENSION PLAN 1/4" =1'-0" UNITA EGRESS PLAN 1/8" =1'-0" 36" WIDE ACCESSIBLE ROUTE THROUGH DWELLING UNIT UNITA REFERENCE PLAN 1/4'= V-0" UNIT "A" CEILING PLAN 1/4" =1'-0" DE SOLID 'kING FOR WALL TED ITEMS SELECTIVE CONDOC NOTES Key Value Keynote Text UNIT B 10800.1- TOILET PAPER HOLDER 10800.0 WATER CLOSET 10916.D VINYL COATED WIRE SHELVING @ 4'- 0" AND 7- 0" ROD HEIGHTS. 11452.A REFRIGERATOR 11452.E STACKABLE WASHER AND DRYER 11452.P ELECTRIC RANGE 15440.13 WATER HEATER 15440.D DOUBLE STAINLESS STEEL SINK 15440.K ISINK Units Area Schedule (Net Rentable) Name Area Comments UNIT A 605 SF 3 UFAS UNITS UNIT B 857 SF 2 UFAS UNITS Units Area Schedule (Gross) Name Area Comments UNIT A 689 SF 3 UFAS UNITS UNIT B 971 SF 2 UFAS UNITS REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 NN {I1 N N M C7 J Q U. O Q H Q � � J � ^ J F- N -4 I..1-., a x c fob' u 101—CD V) Q � o F J � C V�n LU U-1W� co) :3 O �- it C W If) 2 V a0� V V XoC moo oZ� OJ J W N � H .J J I— Q � \./ J C3 Z Z O t\ �o Q G FE W 0 z � 'L LjL J Q Ltd Cn o Cf) Z a ZW o 0 F- a Q �. W Z dao Sao aLL J O z a. Uj a LL O 0 0 U. U DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET CL CL UNITA UFAS -DIMENSION PLAN 1/4" =1'-0" 36" WIDE ACCESSIBLE ROUTE THROUGH DWELLING UNIT UNITA UFAS -EGRESS PLAN 1/8" =1'-0" UNITA UFAS -REFERENCE PLAN 1/4'= V-0" UNIT "A" UFAS - CEILING PLAN 1/4" =1'-0" SOLID IG FOR WALL .D ITEMS UNIT A - UFAS(COUNT) # OF UNITS ON SITE 3 TOTAL # OF BEDROOMS 1 TOTAL # OF BATHROOMS 1 UNIT AREA 605 SF SELECTIVE CONDOC NOTES Key Value Keynote Text UNIT B 10800.1-1 1-1/2" GRAB BAR. 10916.D VINYL COATED WIRE SHELVING @ 4'- 0" AND 7'- 0" ROD HEIGHTS. 11452.A REFRIGERATOR 11452.G WASHER 11452.1-1 DRYER 11452.P ELECTRIC RANGE 15410.1-1 PREFABRICATED SHOWER ADA COMPLIANT 15440.13 WATER HEATER 15440.D DOUBLE STAINLESS STEEL SINK Units Area Schedule (Net Rentable) Name Area Comments UNIT A 605 SF 3 UFAS UNITS UNIT B 857 SF 2 UFAS UNITS Units Area Schedule (Gross) Name AreaComments UNIT A 689 SF 3 UFAS UNITS UNIT B 971 SF 2 UFAS UNITS REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 V I Author CHECKED N L—n •O Lam. Checker N N M Cf 05/24/18 J SCALE QLL O JOB NO. 15-055 • � ~ N LAL n:��c (!1 •o �� CM Q � o � ZE J�xa V C, a i w �- C?C w ui v aQ U V D �o 0 Z O J J N H H J Q � V J Z Z o •o Q Z o a W ° J X LL LLI Cf)a Q � Cl)Z Z W U. O F" a CC W a cc a o aU.O z W � oajg o U. DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET IT - 36'-2" 13'- 4" CE O 18'- 11 3/4" 41- 7" �2'- 9 3/4" 4'- 5 3/4" 5'- 4" UNIT B DIMENSION PLAN 1/4'= V-0' UNIT B EGRESS PLAN 1/8" =1'-0" 36" WIDE ACCESSIBLE ROUTE THROUGH DWELLING UNIT UNIT B REFE 1/4" =1'-O" RENCE PLAN a OWN UNIT "B" CEILING PLAN 1/4" =1'-0" SELECTIVE CONDOC NOTES Key Value I Keynote Text UNIT B 10800.E TOILET PAPER HOLDER 10800.0 WATER CLOSET 10916.D VINYL COATED WIRE SHELVING @ 4'- 0" AND T- 0" ROD HEIGHTS. 11452.P ELECTRIC RANGE 15410.D TUB 15440.13 WATER HEATER 15440.0 HVAC AIR HANDLER 15440.K SINK Units Area Schedule (Net Rentable) Name Area I Comments UNIT A 605 SF 3 UFAS UNITS UNIT B 857 SF 2 UFAS UNITS Units Area Schedule (Gross) Name Area Comments UNIT A 689 SF 3 UFAS UNITS UNIT B 971 SF 2 UFAS UNITS REVISION SCHEDULE # DESCRIPTION DATE I PERMIT SET 05-24-18 �I ILS .� I N W) �0 r� r-� MCq M F J LL Q O z H n CL 4 ar .o V n oZna� iw W S2_ — Ixz , LL, Ix Ln VVaa� �C3C DC 0zv O JJ N F- � O V J z z CD r- %0 Q D W ° z �LL CL Q W o Cf) Z a Z W 0 m Q W Z dao oc a o Z LL 0 Z CL W Oct 0 a 0 0 J_ LL. C) DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET A3,2 ILS .� r-� Q D W ° z �LL CL Q W o Cf) Z a Z W 0 m Q W Z dao oc a o Z LL 0 Z CL W Oct 0 a 0 0 J_ LL. C) DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET A3,2 0 N q - 36' - 2" 13' 4" CL UNIT B UFAS -DIMENSION PLAN 1/4"=1'-0" UNIT B UFAS -EGRESS PLAN 1/8" =1'-0" 36" WIDE ACCESSIBLE ROUTE THROUGH DWELLING UNIT q- 1/4'= V-0' - Thi 0-1 15440.K 0 PROVIDE SOLID BLOCKING FOR WALL MOUNTED ITEMS UNIT B UFAS -REFERENCE PLAN 1/4" =1'-0" UNIT "B" UFAS - CEILING PLAN 1/4" =1'-0" UNIT B - UFAS(COUNT) # OF UNITS ON SITE 2 TOTAL # OF BEDROOMS 2 TOTAL # OF BATHROOMS 2 UNIT AREA 857 SF I 15440.0 I 11452.H 11452.G 10916.D 1 10800.0 4 I 10800.H I SELECTIVE CONDOC NOTES Key Value Keynote Text UNIT B 10800.1-1 1-1/2" GRAB BAR. 10800.0 WATER CLOSET 10800.0 TOWEL BAR. 10916.D VINYL COATED WIRE SHELVING @ 4'- 0" AND 7'- 0" ROD HEIGHTS. 11452.G WASHER 11452.1-1 DRYER 11452.P ELECTRIC RANGE 15440.13 WATER HEATER 15440.0 HVAC AIR HANDLER 15440.D DOUBLE STAINLESS STEEL SINK 15440. SINK Units Area Schedule (Net Rentable) Name Area Comments UNIT A 605 SF 3 UFAS UNITS UNIT B 857 SF 2 UFAS UNITS Units Area Schedule (Gross) Name Area Comments UNIT A 689 SF 3 UFAS UNITS UNIT B 971 SF 2 UFAS UNITS REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 NN Ln .0 N N M CO � J QU. 0 D Q Q U1 z H :5 n QQ Lc-, • J = N .J � a ' �oL C v Q CD o F FJ liJ x F J�xa V n o n L1.1 �Q i = o L w to C v V vo C3 C3 oz� O J J LU N H � O J F- �/1 V J M Z Z o �o Q Z o Uj O J LL Uj � a z Cf) 0 Q H W Z ZW Cn44LIL 3roOFM M W Z dao aLLoC a o p z a W U)) o C'3 0 o J LL. U DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET 1 71 8'- 5 1/4" Kol 4'- 913/4" / 3'- 4" 114 1 st FLOOR STAIR #1 PLAN 1/4" =1'-0" 1 st FLOOR 2nd FLOOR STAIR #2 Bt STAIR #3 (OPP) PLAN 1/4" =1'-0" 2nd FLOOR 3rd FLOOR 3rd FLOOR h a r 4th FLOOR 4th FLOOR SELECTIVE CONDOC NOTES Key Value Keynote Text ii CONCRETE BOLT ON TREAD W/ CLOSED RISERS. 05500.G 05500.G 05510.A 1-1/2" DIA. STEEL PIPE RAIL W/WALL MOUNTED BRACKETS 05510.1 1-1/2" DIA. STEEL PIPE HANDRAIL AND GUARDRAIL COMBINATION >< 4'- 1 1 4" 4'- 2" �, z 05510.A a ii II I I n III II � NII III ><11 -----===1111------==44 �,1,114 e III II --- 6111 M , LIH, -- —� IT1Nilljl=-------TIl � F rJ+ ,II ___---==i IIIIIINII III liYil r 1 �`------==1 � �1 05500.E � —,1�III I �'� u 05510.1 ,I I CANE DETECTION AREA OFFSET I FOR CLARITY Kol 4'- 913/4" / 3'- 4" 114 1 st FLOOR STAIR #1 PLAN 1/4" =1'-0" 1 st FLOOR 2nd FLOOR STAIR #2 Bt STAIR #3 (OPP) PLAN 1/4" =1'-0" 2nd FLOOR 3rd FLOOR 3rd FLOOR h a r 4th FLOOR 4th FLOOR SELECTIVE CONDOC NOTES Key Value Keynote Text 05500.E CONCRETE BOLT ON TREAD W/ CLOSED RISERS. 05500.G CONCRETE FILLED STAIR LANDING. 05510.A 1-1/2" DIA. STEEL PIPE RAIL W/WALL MOUNTED BRACKETS 05510.1 1-1/2" DIA. STEEL PIPE HANDRAIL AND GUARDRAIL COMBINATION GENERAL NOTES 1. CONTRACTOR TO SUBMIT STAIR AND RAIL SHOP DRAWINGS CERTIFYING COMPLIANCE WITH APPLICABLE CODE REQUIREMENTS SIGNED AND SEALED BY AN ENGINEER REGISTERED IN THE STATE OF FLORIDA. 2. REFER TO CIVIL OR LANDSCAPE SITE PLAN FOR SIDEWALK LAYOUT LEADING TO STAIRS. 3. STAIR TOP RAILS SHALL RETURN TO WALL. 4. CONTINUOUS BEAD OF SEALANT AT EXTERIOR EDGE OF SLAB AND WALL INTERFACE. 5. FINISH ALL STEEL HANDRAILS, GUARDRAILS AND STRINGERS WITH EPDXY PRIMER AND PAINT. 6. METAL BRACKET SPACED AT 48" O.C. WITH SOLID BLOCKING IN WALL. 7. ALL CONTROL JOINT TO BE FILLED WITH NP - 2 SEALANT AND CRACKS ARE TO BE ROUTED OUT AND FILLED WITH NP -2 SEALANT OR APPROVED MATERIAL SUBMITTAL. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 1/4" =1'-0" JOB NO. 15-055 SHEET A4vla c -z 4' — 211 — 311 9T @ 11" 6'-41/2" Hip Roof 46'- 1 1/4" _ Roof 43' - 4" CORRIDOR FC -1 CORRIDOR s ** v 4 6' 8" CLEAR Level 4„ Br HEAD HEIGHT, CORRIDOR CORRIDOR ' fi � 05500. F 05510.A ail€ x 41-211 8' 3't 6' 4 1/2" _ "- is `�� @ FC -1 FC -1 9T 11 " s< , I ,. Level 3 .... ..:...:...: A, C-7 6'-8" CLEAR l� HEAD HEIGHT 05510.1 FC -5 0 0 El"D 0.0 6'-8" CLEAR HEAD HEIGHT FC -5 -. Key Value I Keynote Text 4' 2..r E\ 10" 8'- 2 1/4.1 N 1JI 4T3@ 10 MIL POLYETHYLENE VAPOR BARRIER ON COMPACTED TERMITE TREATED FILL 05500.E CONCRETE BOLT ON TREAD W/ CLOSED RISERS. 05500.G �¢ 05500.G 05510.A 1-1/2" DIA. STEEL PIPE RAIL W/WALL MOUNTED BRACKETS 05510.1 1-1/2" DIA. STEEL PIPE HANDRAIL AND GUARDRAIL COMBINATION JOB NO. 15-055 r SHEET 03300.A , ygV. Y, ,,' B 03300.0 a.. • I I ...:::: _ ..... � _.. , k L ........ STAIR #1 SECTION 3/16„ =1'-0" CORRIDOR € 8 Sim Level 1 0'-0" CORRIDOR CORRIDOR , ............ . ...03300.0 STAIR #2 AND #3 (OPP) SECTION 3/16„ = V-0" Hip Roof 46'- 1 1/4" _ _Roof 43'-4" SELECTIVE CONDOC NOTES Key Value I Keynote Text 03300.A CONCRETE SLAB ON GRADE. SEE STRUCTURAL 03300.0 10 MIL POLYETHYLENE VAPOR BARRIER ON COMPACTED TERMITE TREATED FILL 05500.E CONCRETE BOLT ON TREAD W/ CLOSED RISERS. 05500.G CONCRETE FILLED STAIR LANDING. 05510.A 1-1/2" DIA. STEEL PIPE RAIL W/WALL MOUNTED BRACKETS 05510.1 1-1/2" DIA. STEEL PIPE HANDRAIL AND GUARDRAIL COMBINATION 7DESCRI'11PTION SCHEDULE DATE SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 3/16" =1'-0" JOB NO. 15-055 SHEET i I - Sim 3'-37/8" STAIR SECTION DTL. 1 " =1'-0" 1 05510. B EXTEND POST INTO SLEEVE AND FILL <--a— WITH NON -SHRINK GROUT -° d- �- �° � • • • - � - � - - 03300.A GUARDRAIL CONNECTION TO FLOOR (1ST FLOOR ONLY) 3" =1'-0" "C" CHANNEL STRINGER WASHER THICKNESS TO BE AT LEAST 3/16" AND BETWEEN 1/2" & 3/4" OUTER DIA., INNER DIA. TO BE LARGE ENOUGH FOR THE SCREWS TO PASS TTROUGH. MATERIAL TO BE NEOPRENE OR A NOT RESILIENT SOFT WASHERS ARE COMPLETELY CRUSHED (i.e: FLATTENED) DURING INSTALLATION. 1 TREAD FROM N SET BRACKET IN FULL SEALANT BED HANDRAIL CONN ECTIONS-A 3" =1'-0" CET IN LANT BED 05510.0 WASHER THICKNESS TO BE AT 05510.1 LEAST 3/16" AND BETWEEN 1/2" & 3/4" OUTER DIA., INNER DIA. TO BE LARGE ENOUGH FOR THE SCREWS TO PASS TTROUGH. 05500.F MATERIAL TO BE NEOPRENE OR A NOT RESILIENT SOFT WASHERS ARE COMPLETELY CRUSHED (Le: FLATTENED) DURING 3" 11lei INSTALLATION. CIO W 4" 05712.6 IT 03300.M HANDDAIL CONNECTIONS -B 3" =1'-0" 1 05510.A 1 05712.13 1 1c Sim HANDRAIL HEIGHTS -A 3/4" =1'-0" WELDED JOINT GOnI Inln 0FkA/1P1T1 I GUARDRAIL ATTACHED TO TOP OF STRINGER - STAIR 0 SLAB (FIRST FLOOR ONLY) 11/2" =1'-0" 1 05510.A 05120.A 0 GUARDRAIL N ATTACHED TO TOP OF STRINGER 05500.G 1 05712.13 1 HANDRAIL HEIGHTS -D 3/4" =1'-0" SELECTIVE CONDOC NOTES Key Value I Keynote Text 03300.A CONCRETE SLAB ON GRADE. SEE STRUCTURAL 03300.0 10 MIL POLYETHYLENE VAPOR BARRIER ON COMPACTED TERMITE TREATED FILL 03300.M THICKENED CONRETE SLAB. 05120.A METAL EXPANSION ANCHOR 05500.F CONCRETE BOLT ON TREAD W/ CLOSED RISERS. 05500.G CONCRETE FILLED STAIR LANDING. 05510.A 1-1/2" DIA. STEEL PIPE RAIL W/WALL MOUNTED BRACKETS 05510.B 1-1/2" DIA. STEEL PIPE POSTSET IN SLEEVE AND PACK WITH NON -SHRINK GROUT 05510.0 1/2" DIA. TUBE PICKET @ 4" O.C. MAX. 05510.1 1-1/2" DIA. STEEL PIPE HANDRAIL AND GUARDRAIL COMBINATION 05712.13 METAL STRINGER 07920.A CONTINUOUS SEALANT GENERAL STAIR NOTES HANDRAIL DESIGN AND CONSTRUCTION: -HANDRAILS SHALL BE DESIGNED AND CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 LBS (890N) APPLIED AT ANY POINT AND IN ANY DIRECTION. -HANDRAILS LOCATED OTHER THAN WITHIN DWELLING UNITS SHALL ALSO BE DESIGNED AND CONSTRUCTED FOR A LOAD OF 50 PSF (730N/M) APPLIED IN ANY DIRECTION. -LOADING CONDITIONS IN 1608.2.1.1 AND 1608.2.1.2 SHALL NOT BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE MAXIMUM STRESS IN EACH OF THE RESPECTIVE COMPONENTS OR ANY OF THE SUPPORTING COMPONENTS. -GUARDRAILS SYSTEM DESIGN AND CONCENTRATION GUARDRAIL SYSTEMS SHALL BE DESIGNED AND CONSTRUCTED FOR A CONCENTRATED LOAD OF 200 LBS (890N) APPLIED AT ANY POINT AND IN ANY DIRECTION AT THE TOP OF THE GUARDRAIL. -GUARDRAIL SYSTEMS LOCATED OTHER THAN WITHIN DWELLING UNITS SHALL BE DESIGNED AND CONSTRUCTED FOR A LOAD OF 50LBS (730 N/M) APPLIED HORIZONTALLY AT THE REQUIRED HEIGHT AND A SIMULTANEOUS LOAD OF 100 PLF (1459 N/M) APPLIED VERTICALLY DOWNWARD AT THE TOP OF THE GUARDRAIL. -THE GUARDRAIL SYSTEM SHALL ALSO BE DESIGNED AND CONSTRUCTED TO RESIST A 200 LB (890N) CONCENTRATED HORIZONTAL LOAD APPLIED ON A 1 FOOT SQUARE AREA (0.093M) AT ANY POINT IN THE SYSTEM INCLUDING INTERMEDIATE RAILS OR OTHER ELEMENTS SERVING THIS PURPOSE. -LOADING CONDITIONS IN 1608.2.2.1, 1608.2.2.2 AND 1608.2.2.3 SHALL NOT BE APPLIED SIMULTANEOUSLY, BUT EACH SHALL BE APPLIED TO PRODUCE MAXIMUM STRESS IN EACH OF THE RESPECTIVE COMPONENTS OR ANY OF THE SUPPORTING COMPONENTS. OPENINGS: OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR ORNAMENTAL PATTERN SUCH THAT A 4 INCH (102MM) DIAMETER SPHERE CANNOT PASS THROUGH ANY OPENING. A BOTTOM RAIL OR CURB SHALL BE PROVIDED THAT WILL REJECT THE PASSAGE OF A 2 INCH (51 MM) DIAMETER SPHERE. EXCEPTIONS: A 6 INCH (152MM) SPHERE SHALL NOT PASS THROUGH THE TRIANGULAR OPENING FORMED BY A TREAD, RISER AND BOTTOM OF A GUARDRAIL. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET A4.1 ELEVATOR FIRST FLOOR PLAN 1/4" =1'-0" GRSI SPUN ALUMINUM GRAVITY VENTILATOR HOIST BEAM. SEE STRUCTURAL 1 06100.G ELEVATOR PLAN 2N1), 3RD & 4TH FLOOR 07120.A 1/4" =1'-0" 05500.A TIM ■l.O.l owl 111 !�i 04220.A I► 05500.A ili 2' - 01' 1 II II � I I I I � I I I I a I I I I I I t I I � I I N ~ i I I W I I I I W I I I I I I � I I > I I I I I I I I I I I I I I I I I I IIIIIIII IIII IIII i i iii IIII , , IIII IIIII I , IIIII IIII , , IIII IIII lull i i iii lul , Iln IIII , IIII IIIII nn ; ; iiii IIIII , I IIIII IIII Iln i i iiii IIII , , IIII I I II I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I I I I I I I I I I I I II I I — �1 1 I —1 I I nn nn IIII I I IIII IIII I I IIII IIIII I I IIIII IIII I I IIII IIII 1 I IIII IIIII I I IIIII IIII I 1 IIII IIII I I IIII I I I IIII II IIII II I I un II 1 I nn II I I Ills II I I uu IIII I I IIIII I I I IIII II I jIN t IIII <°i a ELEVATOR SECTION 1/4" =1'-0" 1 033002 1 1 06100.G _ Roof 43'-4" 04220.A Level 4 34'-0" Level 4 OIL 33' - 4" Level 3 22' - 8" Brr . Level 3 22'-0" Level 2 11'-4" Brg. Level 2 10'-8" 1 A4.6 Level 1 0'-0" 07120.A T.O. Footin -5'- 0" 03300.B PROVIDE C ELEVATOR FOLINDATI( INTERSECT,,,,.,,, — SECTION DETA I L 01 5 1 1/2" =1'-0" ELEVATOR P�TLADDER SELECTIVE CONDOC NOTES Key Value Keynote Text 03300.13 CONCRETE FOOTING. SEE STRUCTURAL 03300.2 CONCRETE SLAB. SEE STRUCTURAL 04220.A 8"X8"X16" CONCRETE MASONRY UNIT 05500.A STEEL ELEVATOR PIT LADDER 06100.G PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. 07120.A 07531.A SINGLE PLY ROOFING MEMBRANE REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET M-6 TRASH ROOM 15"x18" BOT. HINGED, HAND • OPERATED, STAINLESS STEEL INTAKE DOOR. DOOR TO HAVE UL "B" LABELED, 1-1/2 HR ' I 09260.0 03300.E . TRASH ROOM 15"x18" BOT. HINGED, HAND — OPERATED, STAINLESS STEEL INTAKE DOOR. DOOR TO HAVE UL "B" LABELED, 1-1/2 HR 09260.0 03300. E �09260.SS 09� 260.G I I TRASH ROOM 15"x18" BOT. HINGED, HAND OPERATED, STAINLESS STEEL INTAKE DOOR. DOOR TO HAVE UL "B" LABELED, 1-1/2 HR ' I 09260.0 ' 03300.E ROLLING DISCHARGE DOOR W/ 165 DEG. F. FUSIBLE LINK O1110916M M-6 A M-6 ❑■ 1 03 A4.7 I I I 3 Sim A4.7 I I 3 A4.7 M-7 M M-7 _ Roof 431- 4" Level 4 OIL 34'-0" Br . Level 4 33'- 4" Level 3 - 221- 811 Level 22' - 0" &Brg. Level 2 7th 1111'11 111111 LUI 111111 _71 1— 11 _Level 1 01 - O11 03300.A — 03300.0 TRASH C H UTE DETA I L 3/8" =1'-0" PLAN DETAIL 1" =1'-0" 09260.1 07210. F 09260.0 15"x18" BOT. HINGED, HAND OPERATED, STAINLESS STEEL INTAKE DOOR. DOOR TO HAVE UL "B" LABELED, 1-1/2 HR 03300. E T.O. 2ND -4TH SUB FLR. SEE ELEV. M-6 SECTION DETAIL 3/4" =1'-0" 0 1 N SELECTIVE CONDOC NOTES Key Value I Keynote Text 03300.A CONCRETE SLAB ON GRADE. SEE STRUCTURAL 03300.0 10 MIL POLYETHYLENE VAPOR BARRIER ON COMPACTED TERMITE TREATED FILL 03300.E 8" HOLLOW CORE CONCRETE 04220.A 8"X8"X16" CONCRETE MASONRY UNIT 07210.0 1-1/2" BATT INSULATION 07210.F FIBERGLASS BATT INSULATION R-11 09220.L STUCCO. SAND FINISH 09260.0 5/8" GYPSUM BOARD 09260.G 1-1-2" METAL STUD CHANNEL CEILING FRAMING C� 2'-0" O.C. 09260.1 3-5/8" METAL STUD FRAMING 09260.S RESILIENT METAL FURRING REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 4 -�' 0, I 0 ' In �.0 IN (7 M < 0 a 0 Q Ln z CLJ ' a a 00 _ , J_ N Q LU c, w F- C2zC?o a a :� V V moo oz� O Q4n JJJ LU _;o J 2 Q � f /Y V � z Z z Z � n o 4 Q W 0 LL J Q ca �=Z o Z LLI V O1=0 a W Q a dao W QO �— LL p z W U) (� o Q F_ H— U DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET -�' 0, I 0 ' .A �.0 Q W 0 LL J Q ca �=Z o Z LLI V O1=0 a W Q a dao W QO �— LL p z W U) (� o Q F_ H— U DRAWN Author CHECKED Checker DATE 05/24/18 SCALE AS NOTED JOB NO. 15-055 SHEET 1 09220. L EXTERIOR INT. PARTITION INTERSECTION 1112' =1'-0" UNIT UNIT WALL INTERSEC. DTL-01 1112' =1'-0" CONTROL JOINT FRY 'J' PLASTER MOLDING WEEP SCREED STUCCO CONTROL JOINT SAND FINISH CONTINUOUS SEALANT EXTERIOR INTERIOR CORNER DTL. 1112' -1'-0" WALL INTERSEC. DTL-02 1112 "' =1'-0" CONTR,OL)OI NT DTL. STUCCO ACCESSORIES 3" =1'-O" EXP. JOINT CONTROLJt EXTERIOR EXTERIOR CORNER DTL. I I/ G — I —V )RYER VENT 'IPING ',OORDINATE ]EIGHT WITH )RYER VENT DRYER VENT SECTION 1112 " =1'-0" AC PFR Pr ANT SLAB EDGE 01 I Keynote Text 09220.L STUCCO. SAND FINISH 09220.X CORNER BEAD. 09260.0 5/8" GYPSUM BOARD 09260.1 3-5/8" METAL STUD FRAMING aa•p ° _ . 09220. CONTINUOUS SEALANT STUCCO SAND FINISH JOINT AT MASONRY & CONTINUOUS SEALANT MASONRY WALL NOTE: VERITCAL CONTROL JOINT RUNS CONTINUOUS. CONTROL)OINT INTERFACE DTL. 1" =1'-0" I SLAB EDGE c COLUMN DTL. 11/2" =1'-0" MASONRY WALL STUCCO SAND FINISH CONTROL JOINT Q JOINT AT MASONRY & Q CONTINUOUS SEALANT CONTROL JOINT DTL. SELECTIVE CONDOC NOTES Key Value I Keynote Text 09220.L STUCCO. SAND FINISH 09220.X CORNER BEAD. 09260.0 5/8" GYPSUM BOARD 09260.1 3-5/8" METAL STUD FRAMING GENERAL NOTES 1. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE REINFORCING & SPECIFICATIONS. 2. LAP METAL FLASHING A MIN. OF 8" EACH SIDE OF VALLEY. 3. 4" MIN. HORIZ. LAP, 6" MIN. VERTICAL LAP ON ALL FLASHING. 4. 2x PRESSURE TREATED PLATE FOR EXTERIOR WALLS OF BUILDING. KEEP 7/16" BACK FROM EDGE OF SLAB. SEAL LAPS WITH SILICONE SEALANT. 5. WATERPROOF BOTTOM AND LOWER 6" OF SHEATHING WITH BITUMINOUS MEMBRANE WATERPROOFING. 6. ALL SIDING IS CEMENTITIOUS PRODUCT. 7. PROVIDE P.T. PLYWOOD SHEATHING ON BOTTOM 4'-0" OF ENTIRE BUILDING (EXT. FRAME ONLY) 8. ALL DOORS AND WINDOWS TO MEET DESIGN PRESSURES SHOWN ON STRUCTURAL DRAWINGS. 9. PROVIDE 1/8" GAP BETWEEN ALL SHEATHING TO ALLOW FOR EXPANSION / CONTRACTION. FIRE BLOCKING TO BE INSTALLED WITHIN CONCEALED SPACES OF EXTENSION WALL FINISH & OTHER EXTENSION ARCHITECTURAL ELEMENTS PER FBC 717.2.6 10. SLOPE TOPPING & STRUCTURE 1/4" FOOT MIN. 11. APPLY SPRAY ADHESIVE TO OSB PRIOR TO INSTALLATION OF PEEL & STICK. 12. PROVIDE 1/4" GAP BETWEEN SHEATHING AND CONCRETE SLAB. 13. ALL CONTROL JOINTS TO BE FILLED WITH NP -2 SEALANT AND CRACKS ARE TO BE ROUTED OUT AND FILLED WITH NP -2 SEALANT. 14. HOLE PUNCH TO BE 1/8" GREATER THAN ARCHOR BOLT IN TERMITE SHIELD WHERE ALTERNATE METHOD OF ATTACHMENT IS USED. 15. PROVIDE END DAMS AT ALL HEAD FLASHING LOCATIONS. 16. ALL ROOF SHEATHING TO BE RADIANT BARRIER SHEATHING. 17. JOINTS INSTALLED IN OR BETWEEN FIRE - RESISTANCE -RATED WALLS, FLOORS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED FIRE- RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE REQUIRED FIRE -RESISTANCE RATING OF THE WALL, FLOOR OR ROOF IN OR BETWEEN WHICH IT IS INSTALLED. 18. ALL PEEL AND STICK WATERPROOFING MATERIALS TO MEET ASTM D 1970 STANDARDS. 19. SEE SHEET A1.Ob FOR WALL ASSEMBLIES, AND SHEET A1.Oc FOR FLOOR & ROOF CEILING ASSEMBLIES. 20. SEE ROOF PLANS FOR ROOF SLOPES AND OVERHANGS. 21. VENTING ON FLAT ROOF PER ROOFING MEMBRANE MANUFACTURER. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET A5,1 FRONT ELEVATION -EAST 1116'= I' -Of/ REAR ELEVATION -WEST 1/16" =1'-O" SIDE ELEVATION -SOUTH 1/16" =1'-0" loof 1/4" toof 4" ,el 4 0" ,el 3 8" lel 2 4" fel 1 0" SIDE ELEVATION -NORTH 1/16" =1'-0" Hip Roof T- 11/4" _ Roof 43'-4" Level 4 34'-0" _Level 3 22' - 8" Level 2 11'-4" Level 1 0' -Oil GENERAL NOTES 1. PAINT INTERIOR & EXTERIOR METAL FINISHES UNLESS PROVIDED WITH FACTORY FINISH. 2. PAINT ALL ROOF VENT AND STACK PENETRATIONS TO MATCH ROOF. 3. PROVIDE CONT. VENTED SOFFIT AT ALL OVERHANGS. 4. PROVIDE SHOP DRAWINGS FOR ALUMINUM GUTTER AND DOWNSPOUT SPACING PER CODE REQUIREMENTS. PROVIDE SPLASH BLOCK AT BASE. 5. ALL DOORS AND WINDOWS TO MEET DESIGN PRESSURES SHOWN ON STRUCTURAL DRWINGS. 6. PROVIDE CONTINUOUS VENTING FOR 1st & 2nd FLOOR COLUMNS. 7. APPROVED NUMBER ADDRESSES SHALL BE PROVIDED FOR NEW BUILDING SO THAT THE NUMBER OR ADDRESS IS PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROADWAY FRONTING THE PROPERTY. THE NUMBERS SHALL CONTRAST WITH THEIR BACKGROUND. ADDRESS NUMBERS SHALL BE ARABIC NUMERALS OR ALPHABET LETTERS. NUMERALS SHALL NOT BE LESS THAN THREE INCHES IN HEIGHT FOR RESIDENTIAL STRUCTURES, AND AT LEAST SIX INCHES IN HEIGHT FOR ALL OTHER BUILDING STRUCTURES. FFPC 3-7.1. 8. HARDI PANEL TO BE INSTALLED IN A MANER THAT NO SEAMS ARE EXPOSED. Hip Roof 46'- 1 1/4" _ Roof 431-411 Level 4 34' - 0" _Level 3 22' - 8" Level 2 11'-4" Level 1 0'-0" 9. COORDINATE LOCATION OF ELECTRICAL METERS WITH SITE ELECTRICAL. ALL BOARDS AND METERS TO BE PAINTED TO MATCH WALLS. 10. PROVIDE 1x4 CEMENTITIOUS CORNER TRIM AT CORNERS OF ALL COLUMNS CLAD WITH CEMENTITIOUS PANELS. 11. ALL STUCCO TO BE 3 COAT 7/8" THICK APPLIED TO GALVANIZED METAL LATH OVER 15# FELT OVER TYVEK COMMERCIAL WRAP. 12. ALL STUCCO TO RECEIVE SILICONE ELASTOMERIC COATING (OWNER'S APPROVAL REQUIRED) 13. ALL STUCCO AND LATH INSTALLATION SHALL COMPLY WITH ASTM C926 AND ASTM 1063. 14. ALL CHANGES IN PLAN, SUCH AS STUCCO BANDS, WILL REQUIRE SEALANT CANTS. 15. PROVIDE SCREEN ENCLOSURE AT ALL BALCONIES, CONTRACTOR TO SUBMIT ENCLOSURE SHOP DRAWINGS FOR APPROVAL. 16. SEE ROOF PLANS FOR ROOF SLOPES AND OVERHANGS. 17. APPLY APPROVED FOAM ADHESIVE TO BACKSIDE OF FOAM ELEMENTS IN VERTICAL FASHION TO ACCOMODATE POSITIVE DRAINAGE AND MINIMIZE THE RISK OF MOISTURE BEING TRAPPED BEHIND THE TRIMS. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 1/16" =1'-0" JOB NO. 15-055 SHEET U -U Y FRONT ELEVATION —SOUTH —LEFT SIDE 1/8" = V-0" SELECTIVE CONDOC NOTES Key Value I Keynote Text 07311.A GALVANIZED 24 GA WATERPROOF OFF RIDGE VENT W/INSECT SCREEN PAINT TO MATCH ROOF 07530.E 240 LBS CLASS A MILDEW RESISTANT SHINGLE ROOFING W/SELF SEALING TABS W/ 30 YEAR WARRANTY 07630.A ALUM. GUTTERS AND DOWNSPOUTS 611 08914.0 SINGLE HUNG WINDOW 09220.K ISTUCCO OVER CMU I NOTES I SEE FIRST SHEET OF SERIES FOR APPLICABLE GENERAL NOTES. REVISION SCHEDULE # DESCRIPTION DATE I PERMIT SET 05-24-18 Q W ° a cf �. cl)z z uu O Fm cl)z oC Wa dao W QO J LL c O a o W � U. W o F- W U DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 1/8" =1'-0" JOB NO. 15-055 SHEET N In %0 ll N N C7 f'7 J QLL Q a o F � -�Hxa a W0 W 2 � a � � W o L w C C v a0� U U On �o0 oz� O J g J LU tA IX H � O J _J F- a� N zz CD ,o Q W ° a cf �. cl)z z uu O Fm cl)z oC Wa dao W QO J LL c O a o W � U. W o F- W U DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 1/8" =1'-0" JOB NO. 15-055 SHEET 1 07311.A Hip Roof 46'- 1 1/4" _ _Hoot 43'-4" Level 4 34'-0" Leve 13 22'-8" Level 2 11'-4" Level 1 0'-0" 0 If FRONT ELEVATION - SOUTH - ENTRY 1/8" =1'-O" rA4' — All PORTE COCHERE ENL. ELEV. 1/4" =1'-O" SELECTIVE CONDOC NOTES Key Value Keynote Text 07311.A GALVANIZED 24 GA WATERPROOF OFF RIDGE VENT W/INSECT SCREEN PAINT TO MATCH ROOF 07530.E 240 LBS CLASS A MILDEW RESISTANT SHINGLE ROOFING W/SELF SEALING TABS W/ 30 YEAR WARRANTY 07630.A ALUM. GUTTERS AND DOWNSPOUTS 611 08914.0 SINGLE HUNG WINDOW 08914.E ALUMINUM STOREFRONT ENTRANCE SYSTEM 09220.K STUCCO OVER CMU NOTES SEE FIRST SHEET OF SERIES FOR APPLICABLE GENERAL NOTES. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 Q D W W ° LL Oct m Cn 0 �. 0 Z ZW �rw Cn O IN= CC W Q dao WoCa0 W U. Cr. a o W Cn Cr. LL W O W V DRAWN V Author CHECKED I Checker N Ln %a r. DATE 05/24/18 NN C'1 M SCALE As indicated `—J JOB NO. 15-055 QLL 0 SHEET A611 b �J CL' a -4 c a 3 o VI r- .o oo C L Q o F u J W : F J x a V oNa LO l!J r _ :w) r Z 1 C C wu)u T .iU u C /1 O n 0 J L _I ' O Z J J J _ to W z J J 2 J H � ♦/1 V � DO 2 2 z CD n n -O Q D W W ° LL Oct m Cn 0 �. 0 Z ZW �rw Cn O IN= CC W Q dao WoCa0 W U. Cr. a o W Cn Cr. LL W O W V DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET A611 b �n N Roof 1/4" Root - 4" ON J ✓el 3 6�1 ✓el 2 1 - 411 FRONT ELEVATION -SOUTH -RIGHT SIDE -I/ti"' = "I'—U„ SELECTIVE CONDOC NOTES Key Value Keynote Text 07311.A GALVANIZED 24 GA WATERPROOF OFF RIDGE VENT W/INSECT SCREEN PAINT TO MATCH ROOF 07530.E 240 LBS CLASS A MILDEW RESISTANT SHINGLE ROOFING W/SELF SEALING TABS W/ 30 YEAR WARRANTY 07630.A ALUM. GUTTERS AND DOWNSPOUTS 6" 09220.K STUCCO OVER CMU NOTES SEE FIRST SHEET OF SERIES FOR APPLICABLE GENERAL NOTES. u REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 0 • , cv S ALi tl.' J r 0.2 1� DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 1/8" =1'-0" JOB NO. 15-055 SHEET Hip_Roof 46'- 1 1/4" Hoot 43' - 4" BUILDING SECTION -T 1/8" =1'-0" rm `u BUILDING SECTION -2 1/8" =1'-0" SELECTIVE CONDOC NOTES Key Value Keynote Text GENERAL NOTES 1. REFER TO STRUCTURAL DRAWINGS FOR CONCRETE REINFORCING & SPECIFICATIONS. 2. LAP METAL FLASHING A MIN. OF 8" EACH SIDE OF VALLEY. 3. 4" MIN. HORZ. LAP, 6" MIN. VERTICAL LAP ON ALL FLASHING. 4. WATERPROOF BOTTOM AND LOWER 6" OF SHEATHING WITH BITUMINOUS MEMBRANE WATERPROOFING. 5. TYPE "C" GYP. BD. TO BE 5/8" EXT. GRADE. 6. ALL ROOF COVERINGS TO MEET REQUIREMENTS OF FB 2017. 7. ALL DOORS AND WINDOWS TO MEET DESIGN PRESSURES SHOWN ON STRUC. DRAWINGS. 8. ALL INSULATION TO BE NON -FACED. 9. PROVIDE 1/8" GAP BETWEEN ALL SHEATHING TO ALLOW FOR EXPANSION / CONTRACTION. 10. FIRE BLOCKING TO BE INSTALLED WITHIN CONCEALED SPACES OF EXTENSION WALL FINISH & OTHER EXTENSION ARCHITECTURAL ELEMENTS PER FBC 717. 2. 6 11. ALL EXTERIOR SEALANT TO BE SONNEBORN NP -1. 12. SLOPE TOPPING & STRUCTURE 1/8" FOOT, MIN. 13. APPLY SPRAY ADHESIVE TO OSB PRIOR TO INSTALLATION OF PEEL AND STICK. 14. PROVIDE 1/4" GAP BETWEEN SHEATHING AND CONCRETE SLAB. 15. ALL CONTROL JOINTS TO BE FILLED WITH NP -2 SEALANT AND CRACKS ARE TO BE ROUTED OUT AND FILLED WITH NP -2 SEALANT OR APPROVED MATERIAL SUBMITTAL. 16. HOLE PUNCH TO BE 1/8" GREATER THAN ANCHOR BOLT IN TERMITE SHIELD WHERE ALTERNATE METHOD OF ATTACHMENT IS USED. 17. PROVIDE END DAMS AT ALL HEAD FLASHING LOCATIONS. 18. JOINTS INSTALLED IN OR BETWEEN FIRE - RESISTANCE -RATED WALLS, FLOOR OR FLOOR/CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED BY AN APPROVED FIRE- RESISTANT JOINT SYSTEM DESIGNED TO RESIST THE PASSAGE OF FIRE FOR A TIME PERIOD NOT LESS THAN THE REQUIRED FIRE -RESISTANCE RATING OF THE WALL, FLOOR OR ROOF IN OR BETWEEN WHICH IT IS INSTALLED. 19. ALL WOOD, INCLUDING PLYWOOD, IN CONTACT WITH CONCRETE AND MASONRY TO BE DURABLE SPECIES OR PRESSURE TREATED MATERIALS. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 1/8" =1'-0" JOB NO. 15-055 SHEET IC u WALL SECTION -OT 3/8" =1'-0" Nft.001 -'**-F TRUSS BRIG. v SEE ELEV. I = L•_ - UNIT DETAIL -OT 1" = I /_0" DETAIL -02 1" =1'-0„ 1" =1'-0" TRUS BRCZ SEE ELEV. T.O. 4TH SU SEE ELEV. %!111 1 L)fICCLr-vvm T UINI I T.O. 3RD SUt SEE ELEV. I T.O. 2ND SUk SEE ELEV. T.O. SLAB SEE ELEV. UNIT �^ BREEZEWAY UNIT WALL SECTION -02 3/8" = 1'-0" aim Sim Sim 8 Sim X7.2 TRUSS BRG. SEE ELEV. DETAIL -O6 1" =1'-0" DETAIL -07 1" =1'-0" DETAIL -08 SELECTIVE CONDOC NOTES Key Value Keynote Text 03300.B C-2 3EEZEWAY LL.' J UNIT < DETAIL -O6 1" =1'-0" DETAIL -07 1" =1'-0" DETAIL -08 SELECTIVE CONDOC NOTES Key Value Keynote Text 03300.B CONCRETE FOOTING. SEE LL.' J STRUCTURAL 03300.Y 6 MIL POLYETHYLENE VAPOR .a BARRIER ON COMPACTED TERMITE Q TREATED FILL 04220.A 8"X8"X16" CONCRETE MASONRY UNIT 04220.B 8" CONCRETE MASONRY LINTEL OR KNOCKOUT BLOCK W/ CONCRETE 1 FILL AND STEEL REINFORCING. SEE STRUCTURAL. 05100.A LIGHT GAUGE METAL TRUSSES. SEE STRUCTURAL 07530.E 240 LBS CLASS A MILDEW RESISTANT SHINGLE ROOFING W/SELF SEALING TABS W/ 30 YEAR WARRANTY 07720.B VENTED ALUMINUM OR VINYL SOFFIT 08914.0 SINGLE HUNG WINDOW 09260.G 1-1-2" METAL STUD CHANNEL CEILING FRAMING Cay 2'-0" O.C. 09260.Y 5/8" DENSE DECK SHEATHING REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 a 0 o� W ° U. Cf)Q Cl) Z ZW O CC W Q dao o OCao LL p Z ui W Cl) J COD O a � DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET A7,2 O�• LTJ 1[f �O L� LL.' J , N N M C'1 � .a LL Q Q 'n0 '^ �Z� N CL 1 �o �o�v VULj LnWC3 M O M — !- Z ' C rl aa.z U%0 f O� C) oz� O J J : H � O J H 00 o a 0 o� W ° U. Cf)Q Cl) Z ZW O CC W Q dao o OCao LL p Z ui W Cl) J COD O a � DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET A7,2 O�• LTJ LL.' J , o.z .a a ' 6' 00f�/A` a 0 o� W ° U. Cf)Q Cl) Z ZW O CC W Q dao o OCao LL p Z ui W Cl) J COD O a � DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET A7,2 DI SI F( RI ° - 3 1/"0' - 3 1/21, 0'-1" 0'-8" TENANT SEPAFV--%TION 1112" =1'-0" M-2 DR9A SEE FOR RE( l7 -310'-0'-31/ " A le 01 01 rl Jo 0'-8" 01 TENANT SEPARATION --02 1112" =1'-0" 09260-C 31/2° "31/2° �09260,C 09260.1 09260.1 M2 07920.E 07920. E 03300.A FC -2 03300.A SUB FLOOR SEE ELEV. 03300. E 09260.G 09260.G 07210. F 07210. F J • • I\iaTMEM-11116M.. TENANT SEPARATION -04 1112' =1'-O" M-2 �lm 31/2" "31/2" 09260.0 09260.1 07920. E 03300.A FIN. FLR TENANT SEPARATION -05 1112" =1'-0" M-2 FC -2 TENANT SEPARATION -03 1112" =1'-0" 09260.1 M-4 114 09260.0 03300.A 0'-0° FIN. FLRo < p a d p •_ q - METAL STUD FRAMING ROOF/CLG. INT. NON-BRG. WALL PTL. 1112" =1'-0" q- FLOOR/CLG. INT, NON-BRG. WALL PTL. -02 1112' =1'-0" FLOOR/CLG. INT, NON-BRG, WALL PTL. -03 1112' =1'-0" TAL STUD WING 1 HOUR BEARING WALL 1112" =1'-0" A SELECTIVE CONDOC NOTES Key Value I Keynote Text O I 03300.A CONCRETE SLAB ON GRADE. SEE STRUCTURAL 03300.E 8" HOLLOW CORE CONCRETE 07210.F FIBERGLASS BATT INSULATION R-11 07920.E ACOUSTICAL SEALANT 09260.0 5/8" GYPSUM BOARD 09260.G 1-1-2" METAL STUD CHANNEL CEILING FRAMING @ 2'-0" O.C. 09260.1 3-5/8" METAL STUD FRAMING 09840.0 ACCOUSTICAL CEILING PANELS 09260.0 09260.1 M-3 03300.A 0'-0° Ilk FIN. 'F-tR:= ' a ` I HOUR BEARING WALL --03 1112" =1'-0" T HOUR BEARING WALL -02 1112 " =1'-0" REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 ,OJFJ^ N \`J N • ' O I J N N M M �J QLL Q Q Q � J � LJ. ' o: L vi 1..� Ln J_ Uj Q A c G LU�� w 0 c, _ �»� QQ.� U v foo oz� O Q JJ W N�� �o N zz zz Q o %0 ,OJFJ^ N \`J N • ' O I J \ �b Q Q D W ° c/) LL J C Oct LLJ H Q 0 n Z 0 NZ w Z W Ali 0 Z O a Z W Q a d. � � o a pCa0 CL w O Z `�' W cl) -~z LL a C� o w F- �- v DRAWN Author CHECKED Checker DATE 05/24/18 SCALE 1 1/2" =1'-0" JOB NO. 15-055 SHEET A7m3 09260.J -- , 07600. L ' MUD SET 09310. B SECTION AT TUB 1" =1'-O" NOTE: IN LIEU OF CABINET HANDLES, PROVIDE BACK BEVEL ON LOWER AND UPPER CABINET DOORS & DRAWERS (GYP. BD. ON ALL 3 SIDES) .040" MIN. KYNAR 06300.J COATED ALUM. SHIM COPT%IG CAP SLC7PE ICE AND WATER SMELL 06300.) Ole CINTRACTOR, PROVIDE 07100.A ; SHOP DRAWINGS FOR ARCHITECTURAL REVIEW 07530. E 07920.A 09260.V (2 LAYERS) '"I 09260.V HARDIE PANEL 1 06100.G SECTION DETAIL 1112" =1'-0" DOOR WIRE TIED TO FRAMING ABOVE AT FOUR CORNERS 07210.A FRAME OF ONE HOUR ASSEMBLY AT ALL FOUR SIDES OF DOOR 1 07210.A ONE -HR RATED 09260.S ATTIC ACCESS, 09260.M MILCOR #3210-036 22"x36" OR EQUAL DOOR FASTENED FRAMING MUST BE NOTCHED TO TO FRAME W/ No. 6 PROVIDE CLEARANCE AT LATCH SCREWS AT ALL FOUR SIDES I HOUR RATED ACCESS PANEL 1112' =1'-0" SELECTIVE CONDOC NOTES Key Value I Keynote Text 03350.A 3/4" GYP. CONCRETE TOPPING 06100.A 2X P.T. WOOD BLOCKING, BRACING OR PLATE CONTINUOUS 06100.G PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. 06300.J 7/16" OSB SHEATHING 07100.A SELF ADHEARING WATER PROOFING MEMBRANE 07210.A FIBERGLASS BATT INSULATION R-30 07530.E 240 LBS CLASS A MILDEW RESISTANT SHINGLE ROOFING W/SELF SEALING TABS W/ 30 YEAR WARRANTY 07600.E CEMENTITIOUS BOARD, OR APPROVED EQ. 07920.A CONTINUOUS SEALANT 09260.B 5/8" MOISTURE RESISTANT GYPSUM 09260.J 5/8" TYPE "X" GYPSUM BOARD 09260.M 5/8" TYPE "C" GYPSUM BOARD 09260.S RESILIENT METAL FURRING 09260.V 5/8" TYPE "X" GYPSUM BOARD. EXTERIOR GRADE. 09310.13 6X6 CERAMIC WALL TILE W/ INTEGRAL COLOR GROUT AND CLEAR SEALER 15410.13 FIBERGLASS TUB REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET A7m4 Rl VALLEY METAL OVERLAP SUCCESSIVE LENGTHS, MIN. 6" AND SEAL WITH SILICONE SEALANT ROOF VALLEY DETAIL 1112 " =1'-0" LAP METAL FLASHING A MINIMUM 8" EACH SIDE OF VALLEY FLANGE OF OFF RIDGE VENT INSTALLED BELOW FELT UNDERLAYMENT AT HEAD ONLY. FLANGE TO BE SET TO ROOF DECKING/FELT UNDERLAYMENT IN CONT. ROOF CEMENT AND FASTENED TO 2"X6" FRAMING. --L__7530.E 07413.E Key Value Keynote Text QLL 04220.A 05100.A 04220.13 09260.Y 05100.A 05100.A ALUMINUM - PROVIDE 36" WIDE PROVIDE 2"X6" STRIP OF ICE AND BLOCKING AROUND WATER SHIELD PERIMETER OF FIBERGLASS BATT INSULATION R-11 ROOF DECK FOR GALVANIZED 24 GA WATERPROOF OFF RIDGE VENT W/INSECT SCREEN PAINT TO MATCH ROOF ATTACHMENT OF PAINTED METAL DRIP EDGE VENT OVERHANG DRAFT STOPPING PTL 1112' =1'-0" PROVIDE 2"x6" BLOCKING AROUND PERIMETER OF ROOF DECK FOR ATTACHMENT OF VENT CUT AND FOLD BACK ROOF UNDERLAYMENT PRIOR TO INSTALLATION OF VENT DOFF RIDGE VENT DTL 11/2„ =1'-0" GUTTER SIZED TO ADEQUATELY COLLECT AND DRAIN EXPECTED AMOUNT OF RAINFALL AT PROJECT a 07530. E 07413. E 09260.Y 05300.A 05100.A SET FELT IN FULL BED OF MASTIC 07413.0 07630.A i I J �60. 2x8 ALUMINUM TUBE FASCIA H I P EAVE PTL (GUTTER C N D) 3" =1'-O" FLANGE OF OFF RIDGE VENT TO BE INSTALLED BELOW FELT UNDERLAYMENT AT HEAD ONLY. ROOF ASPHALTH SINGLES UNDERLAYMENT DENS DECK SHEATING OPENING OF ROOF DECK. CONFIRM DIMENSION WITH VENT MANUFACTURER. STEP 1 OFF RIDGE VENT DETAIL STEP 2 1 07311.A 07413.E 07530. E SHINGLES UNDERNEATH VENT 06072. B 1 05100.A CONTINUOUS BED OF ROOF MASTIC SECURE VENT TO ROOF WITH 2" NAILS AT 8" O.C. TYP. AROUND PERIMETER AND 1-1/2" FROM THE ENDS. ENLARGED GABLE EAVE PTL 3" =1'-0" 07530.E 07413.E 09260.Y 05300.A 05100.A SET FELT IN FULL OVERLAP FELT MINIMUN BED OF MASTIC OF 1'-0" PAST RIDGE/HIP, BOTH SIDES TYP. 07413.( '' • - " 07460.A 2x8 ALUMINUM TUBE FASCIA I � I 07720. B HIP EAVE PTL (NO GUTTER) 3" =1'-0" SELECTIVE CONDOC NOTES Key Value Keynote Text QLL 04220.A 8"X8"X16" CONCRETE MASONRY UNIT 04220.13 8" CONCRETE MASONRY LINTEL OR KNOCKOUT BLOCK W/ CONCRETE FILL AND STEEL REINFORCING. SEE STRUCTURAL. 05100.A LIGHT GAUGE METAL TRUSSES. SEE STRUCTURAL 05300.A GALVANIZED METAL FORM DECK 06072.13 T & G ROOF DECKING PER RATED ASSEMBLY AND STRUCTURAL DRAWINGS 07210.0 1-1/2" BATT INSULATION 07210.F FIBERGLASS BATT INSULATION R-11 07311.A GALVANIZED 24 GA WATERPROOF OFF RIDGE VENT W/INSECT SCREEN PAINT TO MATCH ROOF 07413.0 PAINTED METAL DRIP EDGE 07413.E 30# FELT UNDERLAYMENT 07460.A WRAP 2X FASCIA W/ALUM. WITH DOUBLE BEND ON FACE 07530.E 240 LBS CLASS A MILDEW RESISTANT SHINGLE ROOFING W/SELF SEALING TABS W/ 30 YEAR WARRANTY 07630.A ALUM. GUTTERS AND DOWNSPOUTS 6" 07720.B VENTED ALUMINUM OR VINYL SOFFIT 09220.L STUCCO. SAND FINISH 09260.0 5/8" GYPSUM BOARD 09260.1 3-5/8" METAL STUD FRAMING 09260.0 1-1/2" METAL STUD CHANNEL FRAMING 09260.S RESILIENT METAL FURRING 09260.Y 5/8" DENSE DECK SHEATHING SHINGLE CAP SET IN FULL BED OF MASTIC AND FASTENED PER MANUFACTURERS RECOMENDATIONS o„ 07530.E 1- �13,E 09260.Y RIDGE/HIP DETAIL -SHINGLE 1112' =1'-0" FOLD ROOF UNDERLAYMENT BACK OVER T E HEAD FLANGE OF VENT. EXTERNAL WIND BAFFLE o STEP 3 2 A7.5 LAMINATE ROW OF SHINGLES OVER ROOFING NAILS. CONTINUOUS SHINGLES AOill IAIM \1rA1T 05300.A 05100.A STEP 4 REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 ' N N LO DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET A7m5 a� QLL z • in z _ z Z ao o m a��o� m �F�a o U 35 a cc a LV o1aIE �U a z M O L = aa�� U U �oo� L)z� g O Q -j J J Nmw O ~ J = J 1- DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET A7m5 a� z V J z Z ao DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET A7m5 A B BUILDING DOOR TYPE 1/4" =1'-0" VARIES C VARIES 101-0" 6'-0" E ouggloo F BUILDING DOOR SCHEDULE SYMBOL DOOR 'TYPE DOOR FRAME FIRE LABEL NOTES WIDTH HEIGHT MAT. THICK MAT. DETAILS HEAD JAMB SILL 1 B1 E 9' - 7" 0'- 1 3/8" 12X12 CERAMIC FLOOR TILE W/ INTEGRAL COLOR GROUT 0'- 1 3/4" 5/A8.1 - a � o 2 SLIDING DOOR W/ PANIC HDW & CLOSER B2 C 6' - 0" 6' - 10" 0'- 1 3/4" °_ LU 3 45 MIN. CLOSER & PANIC HDW 13213 C 6' - 0" 7'- 10 1/2" 0zv O 4 Z-411 61- 8" WD. B2C C 6-011 7' - 0" - 0'- 1 3/4" J H o0 5 3'- 0" 6' - 8" WD. 0' - 2" B3 A 3'- 0" 6'- 8" 0'- 1 3/4" 6 3'-0" 6'-8" 1 45 MIN. CLOSER & LOCKSET B4 D 6' - 0" 6'- 8" 0'- 1 3/4" 5'- 0" 6'- 8" WD. 1 0'- 2" 45 MIN. LOCKSET B5 B 3' - 0" 7' - 0" 0'- 1 3/4" 45 MIN. CLOSER & LOCKSET & PANIC HDW B6 A 3' - 0" 7' - 0" 0'- 1 3/4" 90 MIN. CLOSER B7 A 4' - 0" 7' - 0" 0'- 1 3/8" 90 MIN. B8 A 3' - 0" 7' - 0" 0'- 1 3/8" CLOSER & LOCKSET B9 B 3' - 0" 6' - 8" 0'- 1 3/4" LOCKSET B10 A 3' - 0" 7' - 0" 0'- 1 3/8" LOCKSET B11 A 3' - 0" 7' - 0" MTL. 0'- 1 3/8" LOCKSET B12 A 3'- 0" 7' - 0" MTL. 0'- 1 3/8" 90 MIN. CLOSER & PANIC HDW B13 B 31- 2" 7' - 0" PANIC HDW B14 A 3' - 0" 7' - 0" 0'- 1 3/8" B15 F 8' - 0" 7' - 4" 0'- 1 3/8" ROLL UP DOOR B17 D 1 6' - 0" 1 7' - 0" 1 1 0'- 1 3/4" VARIES 14 VARIES UNIT DOOR LEGEND 1/4" =1'-0° 5'-0" 1. PROVIDE 6" WIDE THESHOLD AY ENTRY DOORS 2. ALL INTERIOR DOORS TO MEET THE REQUIREMENTS OF THE FAIR HOUSING ACT. 3. ALL DOORS TO BEDROOMS, TOILETS AND WALK-IN CLOSETS TO BE UNDERCUT 1". INSULATED WITH SPRING LOADED HINGES. UNITS DOOR SCHEDULE SYMBOLWIDTH DOOR FRAME E MEC NOTES 07920.A 1. PROVIDE 6" WIDE THESHOLD AY ENTRY DOORS 2. ALL INTERIOR DOORS TO MEET THE REQUIREMENTS OF THE FAIR HOUSING ACT. 3. ALL DOORS TO BEDROOMS, TOILETS AND WALK-IN CLOSETS TO BE UNDERCUT 1". INSULATED WITH SPRING LOADED HINGES. UNITS DOOR SCHEDULE SYMBOLWIDTH DOOR FRAME LABEL NOTES 07920.A HEIGHT MAT. THICK MAT. DETAILS HEAD JAMB SILL CORNER BEAD. 1 3' - 0" 6' - 8" WD. 0'- 1 3/8" 12X12 CERAMIC FLOOR TILE W/ INTEGRAL COLOR GROUT 4/A8.1 5/A8.1 - a � o 2 3' - 0" 61-8" 0'- 1 3/8" � LU °_ LU 3 Z-1011 6'- 8" aa.o 0'- 1 3/8" V C 0zv O 4 Z-411 61- 8" WD. 0'- 1 3/8" 4/A8.1 5/A8.1 - J H o0 5 3'- 0" 6' - 8" WD. 0' - 2" Ir� 4/A8.1 5/A8.1 - LOUVER 6 3'-0" 6'-8" 1 0'-1" 7 5'- 0" 6'- 8" WD. 1 0'- 2" 4/A8.1 5/A8.1 - - r IMES maff.od � 07920.A EXT. DOOR HEAD (g)STAIRS 3" =1'-0" N 09220.X DRIP EDGE 07920.A EXT. DOORJAMB 0 STAIRS 3" = 1'-O" DOOR SWEEP 09310.A 0 X wo SLOPE 03300.A 1 /8"/FT tr_ ° EXT. DOOR THRESHOLD (1ST FL.) 3„ =1'-0" SELECTIVE CONDOC NOTES Key Value Keynote Text 03300.A CONCRETE SLAB ON GRADE. SEE STRUCTURAL 07920.A CONTINUOUS SEALANT 07920.B CONTINUOUS CAULK 08110.E HOLLOW METAL DOOR FRAME 08211.A SIX PANEL HOLLOW CORE WOOD DOOR 09220.X CORNER BEAD. 09260.0 5/8" GYPSUM BOARD 09260.G 1-1-2" METAL STUD CHANNEL CEILING FRAMING @ 2'-0" O.C. 09310.A 12X12 CERAMIC FLOOR TILE W/ INTEGRAL COLOR GROUT INT. DOOR HEAD 3" =1'-0" 08110. E 09260.G 08211.A INT. DOOR JAM B -0„ GENERAL NOTES 1. UNDERCUT DOOR 1" WHERE REQUIRED FOR RETURN AIR FLOW. 2. LEVER HARDWARE AT FRONT DOORS, PER A.D.A. REQUIREMENTS. 3. PROVIDE DOOR SWEEP AT THRESHOLD FOR EXTERIOR DOORS. 4. ENTRY DOOR SHALL BE PROVIDED WITH DEAD BOLTS AND THUMB TURN. 5. PAINT ALL INTERIOR GYPSUM BOARD FINISHES. 6. PAINT EXTERIOR SIDING AND TRIM FINISHES. 7. PAINT INTERIOR AND EXTERIOR METAL FINISHES UNLESS PROVIDED WITH FACTORY FINISH. 8. PROVIDE NEOPRENE SOUND SEAL AT HEAD AND JAMBS. 9. SET TILE BACK THRESHOLDS AT EXTERIOR DOOR IN FULL SILICONE SEALANT BED AND SHALL BE MAX 1/2" W/ (1) VERT. (2) HORIZ. BEVELED EDGES. 10. ALL DOORS TO MEET DESIGN PRESSURES SHOWN ON STRUCTURAL DRAWINGS. 11. ALL EXTERIOR WALL INSULATION TO BE NON -FACED. 12. PROVIDE LEVER HARDWARE AT EXTERIOR FRONT DOOR, AND AT INTERIOR DOORS AT ALL UNITS ON ALL FLOORS. ALL SINKS AND BATHROOM FIXTURES TO HAVE LEVER HANDLES ON FIRST FLOOR. 13. PROVIDE DOOR SWEEPS AT ENTRY DOORS. SWEEP TO BE INSTALLED ALONG ENTIRE BASE TO ENSURE SOUND SEAL AT CORNERS OF DOOR. ENSURE SWEEP IS INSTALLED TO ALIGN WITH THE DOOR AT ANY POINT, INCLUDING THE CORNERS. PEEP HOLES MOUNTED @ 4'-10" AT ENTRY DOOR LOCATIONS. 14. POSITIVE DRAIN @ HEAD FLASHING. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 V I (4 LO mCq � J LL QD 0 �Z C.) a � o Uj V � LU °_ LU L) �21 W� -r aa.o V V C 0zv O J J LUJ C J H o0 2 Z Ir� 10 DRAWN Author CHECKED Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET A801 6' - 411 10 WINDOW TYPES 1/4" =1'-0" 0'- 1 1/2" 09220. L — WRAP PEEL & STICK AROUND 2X BUCK 09220.X STUCCO DRIP 07920.A 07920.A 2� MIN._ WI N DOW H EAD-CMU WALL 3" =1'-0" c1� 1 07920.13 1 09220.X 07920.A WRAP PEEL& STICK AROUND 2x BUCK 1 06100.A SILL BELOW WINDOW IAMB -CMU WALL 3" =1'-O" WINDOW SILL --CMU WALL 26 GA. METAL FLASHING FOLD LINE, TYP. CUT LINE STEP 1 5itr� APPLY SEALANT TO BACK OF TAB PRIG TO OVER APPLY SEALANT AT CORE TYP. STEP 3 STEP 4 GENE. INSTALLATION SEQ. @WINDOWS 3" =1'-0" 09100.A 07920.A 1 07460.13 1 PROVIDE PEEL 8 STICK COUNTER - FLASHING AT PAI PRIOR TO INSTALLATION OI VINYL CHANNEL TURN UP ENDS C PAN FLASHING 1i - PEEL & STICK 07920.A 08914.0 SILL BELOW / 09260.) --N EXT, WIN DOW JAM B PAN FLASHING 3/32" = V-0" CONTINUOUS SEALANT URETHANE SEALANT AT FILLER TRIM AND VINYL CHANNEL WINDOW FILL TRIM 16 GA. METAL PAN FLASHING WITH SODERED CORNERS SET IN FULL BED OF SEALANT REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 �r�04 V I • vY ! SELECTIVE CONDOC NOTES 3'-0" M M � Key Value a� 0 Q Keynote Text ~ • � N J C ' o /1 LL 06100.A O C N a C" H 2X P.T. WOOD BLOCKING, BRACING L r'J H—Q � V a LU w C' � OR PLATE CONTINUOUS 0 _ �; 4"If" 3xvV044- "Itimi-OAMRAiniv Ma4mm AYM"Iff-CER-tul"upas w1ur'lom __ - - __ ---- -- - Design too. U419 WWV.U41* Ffts R"Wtsft* PA"s - ANSI/M 2W .ftm . "I'll".." ....... I 11 - ­­ I - .1 ... -l-, I I I - I 11 Des1qn/Syvtm=/Cvpwbvctkm/A;wwomW k1wage 01odakner � = V= = .".Ad " _Iud inea - . ca � A.10.14n, ene0em-ft c_WAq V. Irm.Sav- ard -.0 It sif dm;ak and ffivainew : =0091off jW909:0 ~ be cwwfw Wit, owwolicow,' ..=." w O� Am 4im"190 W *6 dwW -AM** WW have saw 1�oeRoeikid big UL fir -011-takth . =a1"wM=;:wwww5-1wM~ Vvvil ,,jonce vKwomed - " neiv, 4 '= be tM ...w .,A. a1w Indeneadi w tka ~ Zeencenew I. ,,Rt=. mw0i A0W W ft dWV, Uk" of fft AkWOR60 ftedoftm aft dikaRcI a MA%ft Ve, pien" %Aft Mf*m~ fW gmgn O"M .-d *no "w .f _wto. ro anift Int -an. mcknow 6mcm. O'ca"M *"Mft onwow. ww.aw� ;=0wwKv*w, . On0i, P.&4-" bear Ui *.* - .manlamiJ Cca*ed. . I .1. - - � I - ­­,"".., I "I'll'-, I I I � I I - - -,""I'll I "I'll'-, 9XfJV - MO RINSINUMICIS Ratings - ANSLIUL 2W 8XIM - Fire Rasistarwe Pjdkqp - CAN/ULic-nal CartMa for Canada EMIMMIM k4mmom liarbaLm"M Now - ommm Unfo�Mftmmmbrfjsou*mbm"-GwArc"utltwfgtaow Design Me. U419 QaOn,AbW 14,,V% F"bm�**VMftfto-$.;LB-4WM"U�44�Stftv W) v 1`101106`44 each lannitnit" V)J" VW *be WIL W CIA 01101000001" 111111110k ftr 90011011110"Wei 001141100i Ut,V 4M 0WtVAcci 01100i 00 cadeeft)6 ft"oenif". 'i * 1- / -1. � - � , , 15� � ...... x �,,?,� ........ . ;, . % , � ,% .1 . � .. . - ..... . . �.......-,-.-.-.-.-.-",.-.-.-.I ...... . �-�-�-.-�ll,�.�,-�-,.,.-..,..,.:,._,.,.,-..-...-; ........ 11 ..... � �_ - - I ----- -- :. , , ­­, .. I , � : .=7:�'_, _"' f ­� . . , : ;1 I � ,�. ,* N ,3, / A, � I � , .- I : : . F -r....x.x'..x. ­% : , I ... I ... ����� ; . ,-, . (� �, 8; . . ,; . ­.­ _,� hVAN&A�"4-J*4*%VW-*-AMO,MFRW&&4*MVATOMM-Ci&A�OSN=Wwgft-nWPMWA%"A*AptA&4WA5ft&.. IM WUM4 MILMA10-ft.115awairawnse-w-hAdiiii xwwft&&1C_R�1P`� wMw*M0U&ALpR00ft"Lt.,C-TK­&*4" 2)`� "WAM Ift"bline - IROGAMMON - NO S010te1i - I' F&J 4f W^ t - PANPiftiff "MO "0611 OW Sm% minin,we: em" lindi-mid W*f A." $, 1,11t in, 4" f4b*Ateo nippe, r4ft 4 W, In. (M. Dom .ww oftno"f SRI-~ A". Ini4a V* 41 to VA K lift PA Iwvft ~ "Ve"" wi vindits"Ou"s" sawmim - 'in" dose W, 0'em" "'a'0110M. - so." fted. - *4 sh.- - 1. i4%, 19 fwm 2 - Inew-b"If dw,wi ehavem %w1k knfn� .01h i"Awlei .-4* pwft 51 U.06 w I. -4 vs to ZW4 0 low 00. *4 4sprAly hs;iht, 011AM W^Mw 000"" - 0wor" a", pm"ft "neaslawwo - amed asmis - W Sinew, As a, aftiomba w ne,n if) - peancania "M Min, MOU in, t:�rM -00 #ktftff) 00OW41131 M94 Weeks it An" of A- in, M SO* t4 ft " 3if4 n� ade ft� pbam*y Mama =WMI"I.Le - TUE_"v_ a priamfoo *w-***- - OW 1.11 I A - (4 0 oft-oko to 44M Z $* iftaft 1M., = w S, 4, 9.0 - dead, sini * n%w, of 34 1� 0c, Rdd, to ft � 3v4 in no thq. tt,a =Z`=*_=e11="=m cap bei-ce, " Wf Of th. W.9am Us" at ft ban� 40 the "L W. Odom inboa^W: of afti,ft Ows 0*. Tnikenamspier"Unt'lLe - vow's- Zil F."Ame Sftaahiaft� _"wft.ft - %A Sk- - P, I%. a( Seen 2 - jueff"twowev! inos" Wee. A^ At* 60% m. $Adinmim I.der lide, % 09.44 6 ". If Z4 1� M 441~4d ftAft A"h, 41,021 I. O" 0* Mimi. st.ft " *0 In, a, V* K im in knoft ft. oview, w hebom "4Mt%wvwMMi.L1;-vbcaM- ftwA gig& - Aa On 4ft.we w aw, 2 - f. tanc .ft ft� 3. ft,,4A Anew Aiada, =ftw_`f==*S";f;;0w*w-Ca0w * -00M UMw I*" 5, amoc" 41 -ai of A in, CK, 31h* ;- W � Vs to X4 K kno aai,:!4 = ,:oift as I OftifiVACM-MiIiInd 'I,- 1=1" "I 111"Onwo - AV 0 "IMISM be Imn 2 - Fo ma ad,% 1*0 1, eloeft 00w 011411� 1. C =- .vr,Q,nw,=,ft.W 0c, lit40- In I;% 04;vit to v1§ � 3w aa=z; ,:tIdis m RAmem .&W Rem 5, V.bd. &ft of 24 K 0""SUMTOK - papta" M owdsa" - As an oftbroft w itair I - rw ime Anth Rem 4 dai 0"em *^ ..=*==--,W-P,.hld".t.d,.k.414pill-�,A-t.d..d�u..!I, I . -w U k", QC, ftid, J* 0, W AF@ to 4&,4 WL $cad anin camoibik, "jit VARMN"L On or "Imnam"M MC - *W&U- V, F -h" PiAnnume- 0.0 Otedio - AM . aft -M ve ftn a - mpnewy,ft�w oi,ocmt iWe A%&, A" ONO 3"wa Im *nd '04 k -*w,04 4.40a Rem r� voom A Aw at M 0.1 W_ fWAtow 0- .0, 0 Ota,'m *4 gon, sami, scale VA 1A I. ft wt IN im ft knob d- -* hwaht- RMLimunisvinow,wedurc. I.0 - Npacitin" ,V Imcilift bbmabw� - sinpolivii.0 - A. va AWW4 ta tic- 4 - S=ry = .WL% - ils"a" -'ea, In- % wft aind, Same b, be .&." I. 3V4 fA, .:==S;:;mi 24 K OC .. now* Buxom aw"Jais "Y LM - awina, Lwaa WWI sw Mp*&Mt�lioMk#4MM*MtOW93MrAFRWSMW*MPM41ft%WeXW,U*Wwm**W"~ftokWm4PS&W�*AMMA.4ma. w" tv"Am mu"%� ft'.p.skiniamakew, kwax= ummarriar"w"awca-VAki wKwwMS4wC%r-"" 91 orpavenseen'"_ (eek vw1.4 - IAn_wftv"t4 n,ft- 51*-IVW " " been: %wen - Ocen od"af ,me ~ 2?2 K *, Sm in dodt aftd�ft a. $"&,*ad, Iw &*A actinmeat'n4p to Mw ami, A" ak " ft 1* velleft cant w1i 1h, oft W" ftood Maine, ,eft wmnnd.� x"M v twiifto kni OW40 "404. =24M Maceld One R)1* 4"* 0*9med-Wra *4 Unity de� op"ace oft or AU*. ftftafa .d tP V0.16 *(* I-If4 ft MM Tifj* 5�12 Rem Oft. $ *ad '" SwAw 4 In, *C:.& $.A_6� Mn i. oc . Zwd, ,.4 41. wm, .q.=,r,.A=p= or S*w *" wpa. .4"wini 0-d Pliced an lwh"fll " kvcdbna� It" I Afte, -M 1 IN WAte 4nax III ft Wis *ft 9 Ake; thichmat of 0. 14;n, 012006 M like IIAN OF dkoft " Acidified ta, fieft *Ad wft Cvdtft" bawn?" 40w hvb I WL ton Typr 5-12 pin lumb OW MO^ 406 a tft V* Of IN Aft can GPIP at ft W," Of OR MP, Laid d*h AIMMA10 " In, dMiA W �414 ,I'M I., U", *-W- Pined -*-d ever O. - handl, Land Whon.bipa .14 d- O. t- . p.-Ay.f o#,*,* meews " reentis ""Nomen, QQ-L-.vm, Onwit -�-� VA044Twitin"Tam"paimi -IV" Rw- &owii p".." M orp-a-vi.- �Nftwwne* - t" eneenteftainvae ft. X -Jeo., See in, tl4n* Sin- per.4 .�w ber."wi, **M O'vow"mpa, 40*W*Vtmw _honwollf�w�w *1ft�1mm4vw.W44M el�.-`cv" tWWY -.OPh�ft Odft Of ShAd. V.16W " in 64600 AVON Cfflm!%~ iseaftii) idabbeged afla " akaftt� "woribbi Rinan Aced .x be beacca Is, a" snovev, ftnincufasne, icieva iod ?w "we; inu wine. an Opadid" wft *1 1*10 -0 4`10 hv`iv" hu P-0 In wow Ry" �_Ifti;"* %*"* =4=11 =11-1 "== t. " I tn I h, .w - w M 0, w - na te; � � "pow" 004TO flodenalaft an ft* oft 41 *0 win, vai,.r KA 11bid ttA"at 0010w �1. = 0,0000019" fttkw ft ftienwat"!t- 011141301 (%- 4" � 3�" I iew, ws in a.q& I-tn I-,. I I -10F � ", wao. **& *pNM@n 3 I." 3 wom!vs At. W& 00"I V � �-Vic ,4 icrols, WO 4, a" Pipicimn V0TW*MT" WPOW CO - VO;n, Mok Tpk UM 51 ftiftindele - t?ft W%e" - ft- Wei WO VAM Z &W ZF - TAIN 5 W 8, L2 Shen an.� i&Ad te, imann, aefta. m *�ift_*wr.*v0%_.(ftMn,"via*vwqv _x,w"wvfA,I1Ii�*6aA-w*w*w�t-w4 0110reft,9101n.0.4pAvik, d 0 K ac olw wAft am 409004 was"Iv� W#K 1X0xv 'nathm so bedom sku am 42 IN 0C in ft F." ~ ponift Am so" mumny. TWO 1w"w=F=_ I Im " " 1-wa ""'a "' "' 'i , 2:� =_1 v AN can - - -, &kft*�*ftcq-(W-*.O�-l-r,*�,A*M*�W-'tvo%-$�uop.f$Qsm�WOE*Abpo*. 'A #`Aig 9. was d1diftwo (Am 71, VOW mew ww"I I Es, )AV acnam "M a ft, cc ww parwo sm appead caffbiky, 0 a In, CC W-4 -ftid and bdftnA% mid0e, eild 32 E& 011 In OA ANA.Aft m1W1 hAk Missed �Py. r�w"'Tfatwwv,y*%v,,,jI"."eq%m,, m "Ifile-oc-ftm kyort-witfe'-wnwo .- swox -ft - m1ad 11 K ft- 514 1010- 11-k�- wr*.- Fi�t h"-1 at, ft§ ­� ammd'24 �� Oe- S-4 MI -V = low be zMaw Mabel 24 ft M, MA wyw Zvi IL ling won, "tw it IN 0c, sarrid, ~ Mft & MW' i&W VIAWM; fact VOW� I � " NMVAT� WNW a4 IN = Saamd iay� 3-" in, WV knoft, *6md it M cc. TivAd win, Z-!Wg w I" fty4%% ammd 24 ft = fawhh W�3 (0, Wv *..^ Rated "' cm *� ~ 'ni. 6 I., ft. i0w mine, 7. Ile"" vaniviest - copxmO, VAC showel. W artop w "I TON=) - 0401 -AS tg-'% 10WOOR ?­ ftt as pw -.0-900dw.b.01, I =. -4 2. ft = Ree" w). ~And " *00 W"ImOn; V.W WO V2 K *41 TV" S- 0 a" vi� Nx for we wo ft. 54 *.d w I'*. `­== -'I,00t-_=x-== "I- =_ *w erocarns) - At ii� noo&Vi&MJAVON04A%VWAY**AmwlnFamewo-omittipAW4.0onJA"&Mft***&WF"*Rft,NWO"aowo*-qm%-M. " UL 263 lwm" wwwa, fte,madowece M*,W, *MP- = �1�1% � ---__-_-----___-____;,;''��1 ,: / �,�v %S),,�_ S11_1'._____________. I . I , I I - 1� . I I I 'Y X, : -1", I '' �_ N, __ I`_11111 I � _1_11­­�. ;,r_._,.__1 I . . .... /­:�­11 N C�X (-D (E) �-;�,,� " ,ze ,,,� 14 ,,& - �,_­ _1 I , � � 7 , . �;. ,�, 1'� "" " 'If,"�, 11 01~ v ."C.Iuma-- Net = wee."'nz- It - a-weeapao. f.wismino,ii- ten, U Poe ft!:gotaw 4:V=tb w�doin,*"?Nhl-v4�1"1"6.0.%*ft&,Wuftao,d 'ma'U" 1, I&P..M*fe-"W-rw.,:�CMMR--*Asft--T.�-&ift�l-f�,L-.ftn-;S, ~-van &&,Vw sheii-d nimm, I-ws V, d"s4ftcOwi On ftemw .aft 0* (anownev IrNeclw_ Cft0ft0Mffl~G0-WNffAA,I4b*ft$=W -'Aw"­ft& C"" I" UK - wwrmdfn� *Kxpo^w"mvw�ow"fwmwwmsmc-W,MrA5,-T,** 10-pp.-I'Mmeneft-0-now,amitaftwo - ­ft1r_--*,1Iay.fhw*1--r.,n&*,aftft^r_ ~111" = ,== ,�!*fIka= W ,,I"" bt ft" Ifem4fad ft", -9, 'two K IN& so, fteo, "40" a .,V, row , 41!1 In. = few VAIMMMMMMMN"p&mv&v."to -,A="-,;M& 34ftwoJAINIMM"111101WINIMMUM-%fliww"W& It rftvn1w%ZM .�r 31ftf ,=CMMWMN-(WIWM)-IMIWC?Rml-aa,mvwea, .M.0'.4 " ik;,ft or- - MASTM YAWIM04 RODDI)CM MC - Typit 6101180(ii YTM" Dot" Aw=Uwt041AS*=A1vw aw, sswdit" p1liftocrAo" - Tilm %� pen." Svc= AIWALMIN MMMM VIATROMMAtOW - T"e SEPAM rxwA" Sy~ BrAPM MEL FWD RAINUMAXTMIN1111W -Tym UP"iff, F�vq SW- vmmcowwrssAcmuwwvm am - rae, summ Few'Aft spit" bWdd*&BAUKU46W&rV&MOMWL'�WP;MWSW-IMP3*PAMWMNW*ktmhLV*P$'��RK�W-ANNUL�M,, 2M Irows SMMWS- Pie %psnanceRvE,w - ARW W 1. wand sinceivaind Re" oftee" - Madam, Pw �aw _'o ine. 5 C=NK SkAaO) - 4?t -W, 7) 16,41 s"'k ain"an' ana" bece'd (001 ia' iiiM IAI "WA XnU*-'W I ShOlin" I tivZo4vivin with Odic PSI ft K2� Of APA fitiirsni PNP -10% PAOM01OW" WINK vnWW fft OPOW WW" oe v"O" w tM SW $ibek� ,44AAM Avith 209 =0 =0 omfnm "Mi jRhft Awdw to 9tioda .0 thn'boad sedf� == =. nick 4 M� at Mal , 4RIVln� 6 I., V D. fiem. - , . - Ift W4 pptl,RW.qd U in� %_ to , ,,� ," pww- mockno ~ *" e, $if~ P.wa and 0-w- ww-fe, go- wine, L-Iff~ ,, 39. 4, 11141110AXAM NMOMW - fR***W as Ealkweee ­aF a� 1) - WmM � mitt ?Acdan Mwd bawRam shes, and - W - t!"_ - J�npdnd wide, ft- & %ft sau.." aftnueft Mw w wm cowqmft itt -r Ck"&w _Aqweita, 44. 1111 -ft. ." saddle". - (ople-fol - pieced f. ^4 01VA04 ." tow Mw w mftn,A,.w 4waww. wom ft M CIA"flathm ftew" A$ to So" "ft C?0144960ft *ww Me aftim%al sea uwtb*." *%awas mwv w UW2* conagms"Av mn,tc Or aftiviries ftmpw� 14. 56410 a" oftlowts, - par UK tm Bw ML rams; in " WAIN% MAT mkn. 3�112 in, am give Maw 1-0014cM baWW � M 0400ftecan Ilendin; as ft Sufflace ib�m CMmdac-W� wWw F� AAAkot­ Sm astte Ime am"&" Mw Aw "M caftWed, kv zwun� be u"Aw =001cutc. 4C. F*-. 9i - MO"W) .0 - Ah *8000ne 1e, NOW .4 SWAlift �Yne. 48) .ftn, 1."W. 1. mWond, #W "OW SMA41010 MdPRO MW M110", IN "Ot I* I Pis I 1 Ift VOW41*40" 4t::MZM 6 Pa in v�in;ini m ft WA .Mty in wManeuvat wft ff* , ,, Is ... n, ktisnael"j,"poeed W.rtj04.0 Sft vftw�oveqv Mw�. Ammauxupa"mm OPORWAtrywo1kr W4 - vm 01000019 ==*a=Omni` RIM" *0 bwfttt zq;" Or twerad edw oppa"vemcobw Or?w-M*wv vvwm 1Xe* -4 Apinepw " #w ".11Y -qpp%ft W -W -t ehe* wtimooft 1, 40OW4 iw"n; (W.==sta"w" � Mw W.". New~ " v1sad Am in backed by mm ft", =Nnot &Mjw,ft�*wmkw` "a Af d.m. Amid nm, ft MOVOCL 004.0,1110 case MAO, md Cc= = il 40MRAf 10"M (M==) 041111mod 4 WA 4f v In, The "*$"M and fKanfle, Of W" fer "10 I W, 2 In i w am 4 tw mvM, , vvmewe� 94" pletanit4ft - too go..fvkn vwpx - 1w;Pa` M& Tinier, �Xj 0 Ipc_m� Ww� on IN #n* TvftAFL Q iI'Aii. "*1 11`�4 IK -A& XX. MW4 vm w V01011 2/4 w th'tu Twei 3040 c, tURAW" ww- grAT"Sylium in - ock vak row C, y6a, w_ -Aft w WFIQ US ir, ftck TM scir, sd)� SM,, WW 044 As, r, WAC, M -G, IP,W P-44 VO4A, 3V4 in, taikk Typat V -)Q ar WWAXM WO WXAA. ZAWAM 011110flickiX L 4. C 017 - 1,eZ ft. Tina* V. Va I.- Tyso, C, SeX, %'M�p NWO&MbMJ-M�k�MU-qFRMBOM"WW~�MWU*W&DOWNMW�RMWO..RdgW.MSVUL�2M.- 0111 Imms =MIAe; � Fimpaw"MRadain, RMA&M o' Rtw"am�""-Fwmmc*RL2smsiwh,v",2-ivAsi��z�2w32�. ""by )ft�r1*xs!,xA �.u*,ocpwpwwwwk4*t.*-Owvffuwg."%.*AoAu ftoiwo I- 8bem t, --k im dewbod in vneq 0. no, fe, woniftibi ..Vm Ueom sudeed to ft." d i $40 V00,41ift IONVOW0 - LW tc ~ f,.ft 14,"ft (iiii to,hid, tiep. 1) - crix � mo�*AEkoc,psc-tswRslc-t(2,mcApsomutasuAtunwa,axi- wa W� ww.� Ake'adism z�%z me sonow "n, H. Mae, iiewconec, Rm-v am pAr� V0,n)431X$4ft toSOM�MM."Wl4ft,.,�fK�skt,dMIMS-UoWw" =thc _�. net. f_"0.r­U - fektk� 111i 'm.dipa, $MC�3. � MC-V,j�p a" 2,W16 I& aide furft diannaU, ASW- I (2.M "UXO# (1751 tice; M, � viba 1-2via In. .k* w" awmw v"mnvamyx""L&Lc-rn-w.x-1,km-v,mit.l(,zas),osm-v�2�7r4, 7K F!'4101011 lika"RW - i0WON0. hW Ximen) - An aii athembe in 101w,' )� An, sft$ w 4�Jbia IgW ftptm.w NrftM &400%ft &Ad Said P"MM ftabaffl; an ami, bad Side OF owds a dauftnef bobiw. ==ftnh*d,w ne, 2N I'" "IV saw, ""ad 24 M, o4� v"ei " be Obids " anxmw i� An. b, am and 83voittv 060000 I.. ow cwtv a idlimbld In h" Ik Two Wpm OF 9"Mon OsW abaci Oi hpk* 0sandia id, 4,2w;. a- I, *A f. uipe ,eith #om m *Ad w b, wow rnmomidweek"S* - Lived " awet. neaw owftki (r� 7%) 16 One "a 0 SNA(ftm2)o;oi.o"opow4ok�,M,wd"Q,wl*.,U*VA*o,4w#)t�a-vam, == ww", ane wwr (Aft hwi, *t act, ew at tft *ii� F.Ae,if thw-ft " hftwA "maw Not" was"L mis: - ron Rw&U W. FMM1e0ftMbea0 - (ftd: steam) - (Qmn%A;n w ,Aq Or buch "a, w O�A-,. cw sk,94 W d%AwO ICW � WA -0) - A. - 4MV- ft Me- 7, f-" O-AeS and Viceed ft" "-VM ac d-ftad Sek- I #, Fwc!"Comeas - F4n,md Or I*, 25 "a VN eami. 2-Wg W,,Wd& by 7�& w 4";4 ow"d Inan, it 1A, cc wwdiv,Aw 110. abdi, cpdiflaw a0c'nad 0 X.ft " deavdad'i 7- b. 00� b"Al Aft0hW W "�* OnInn* *$ 40iMad $R TtVn 6� N4t fb� Ica ��n Ree, $A W4 w, I, m*w vnicoft iomb�o - ow t. a"m f-" �kw,ww* ("M � aps ApwW .qK. 46;. 0�_ 0004�" w.ped ta 144* ado� ob. $ M �� 1�f�i*�* 'r,%�J�tW 4' w," 40". 4,n (6mm inged kno 4?". PLDW 201c - IV" QuawLIP 70. Id"Prumvinif "w"rew - (OWNW, %* stemei - Fwft cimm" ew ii s�m§na Re"'b" an, 4WAkd bAca"', .� ft.** Ge.nawk - pw.w a ft, 25 wo-- qw�, vtonn, sa­m X4 K Qc "Mendim- in dbM- CiennimS anceld ft atiRd " dinaVibe ift AM b, thdic d 4048" daftf4ft �M006d IS K wv 3ai t4w � wft %r aw-ow" so. ibivl W am" si or pw wdc I in. 4"~ m nW, r-ro.,==1 Z= =vo =1,-Z=4,= ". bo." on'. i6tield hevractma0*2 i,f,_."ww*fhwvd,tFdwnxL Omhavoonne ftaandao" ==142, ft=wso; I � 400211111 I; Ok or- modbw"Mv Lr2 an� MO% jaint do". b�stl*$tmmfto*pmb�--L�*dt**",�lkq"m4q,m%(*m7o4)tcxoft am evened " = r;c;4vftcW,0 di'me: Ar= w xo. N -In K - iavlmi - 33,enjo ft demar mbev b= cgip, 0111410 OM42" SWIn - MUMW OwiO W4tW. 6k-* � ?`mp A;f8j w AMA 8, Jawvape "a awaiRaind - vwwamin, dry � ginIniaw". ftwe" to" * Imc nem " pm M ww ftmk at 8311m, Ai 041m, "M aven I h' 'nift 0.40400d w Bm wife, 0 W.wA,d q- v jam Of eift" mrs, akeek ftw stie, 21A pft ewwanand Avw be ennead at" Ginpiat Pa*$ - adaAw vdvA e.4ware a$& 9. 21114611, BAck w skNm - (QMWWI &* ~) - AkIfliftek. view a o -ed wiift wich ww a $him := w ,=%=9== :::=vv1%M`w � andow ft suft WR" . &.0, 21.th �.? bftk� 14L =Zswes waidainics" - (aftwidi, we snoon; - A bad Or aninaubw "idw abidem; *wAw IN owdivin w ft" aqw. WGT8D OrAIUVVIAM04 90 - T"w AS %W"tm"mfttO4MM*O~MWI�PRWft#mW4PM�MMMVW�F-t*RaMW40RWO-MM&-M,, IM alymm IXN.W%- p" SaftwWa0w - No" am UMM401i 0*000M VC - Im w0w4ft ft"'s Syft- III, pi 0-4 MD .=%=;;( ,:!t" in =- 140.1= "O� Y=om -d **md, IOW,AW ft" .In " w , ".mc .k;ow and 0414 wo� fiman"M V.0 - .0 W. 011 'Am Mon I M " 14" mww to ,new a 04.." oft.ben"" _Fftw.a#*mrft=v&c, - =_= OM = =x"=vft 00". 2rt w . . 0. V WdI6 ai 41'eve4l 0, 4062"biedt 't", M.ftd " MW dim MOMai* Nckeacn, 24 K OC� - MARNMEMKIO INIU11141190 GY1117111M - CD ft~ *WWAS L LC - P15Yaft N01141,141PLALPRAACON - fl~K "ARAI LL1t-$U.PmTM* STMSTMLICT;OUILPR*VAXMttt-lo,SftTRW - -del" "n"ba"O" - "Rea Oft QM* R"W - UK Skmh� - In Ji3i 0 JUM I - UW � IM ft,n ZF, pvpRa,v dw�w WAVO _ene� M*ft�- -fth to %awffawdiaw .PA oft, OIb X, W I& kee; SW fidet'ginni 6--�-olmiN(�ftb.M,.KOOAOON�igo�340,4"~twtlWW4.wft,.a�htow�, 'I , '141.0, AHin, wwwwwasmam"MmACTS-7fteidsii I& ftifthe Rainbow. - fter ane CWAQ vininew - fw bm .M, 1" 2&, jeconewy,inn,me a,,w n"'M W,k-,no ,Aft w aciam,miwift Aw inow *Umovici w it- wo ci,*. .ft ftec. �,, �_ 0C ,na, 4'""M 0141RIAM" SM00 - Ck0C""nKk SW RaW "A C"'M ft"*An - (6001 SWM) - CIW" Am"d, UWW60 AIM in- MO in, WO 1000k ink� eidd, in, iav ww 10� ,im ernh AU* Apecibed w1aw " fabomaci?Ann ftA 4,01 I% � �-.--::� .--'.',= v%daeq-M win Asibeivais fflwxIN= w^wwwaw.wvoFwwmmmmmnK-Mpwl#-I��mw 11� ft 9--b". - V40M mas ovilin Kinavice, - 00A $fta-, A. - Wwmm I. 1w. I) - P. vew -Uh 't , ftin � cKma en, ,%* Osia w"I ft*mo pkaftnew ft*, atbacib" a = = I. = I. = = a= M M I L TV"" =KAMM L & 0 - Mr-Twx- Z� wim at ft- 4 - r,w we ,,nn Ih- 2k =�14--l"*,W�=otl.*�"*-..;�r=�.�*104.gu,fa*mw*?A k, ($row. TULANG skowdium U L 0 - vnia'u- I,** M r"mai&* plikeft "ft. - plow Swid 04111ft 0awmew - w Mo..) - M INn, a IWAI I - 3AW "O .0. see, 0. =, y =.d =- -�-;Iiis ki. mop recincew ftm .* %I= ir, fiiicic pi� ftbi Va A. =% ,.==w �ck�w� TMM 10OWMISS L L C - VW40- Lrm& u,"mv4pAll$bm -ftw&mcnft*�W-mt&�om-in4�w4fAml-pv,mwmftm;K $14100i Oftwo Owns Anei A- 114 I,% vain by ww;�- 0 Ii� 4mv faiii0astat twn vda 0.010 in, **-% VIV t-W,�tt.d.dWtl-.1d�"lq.OFW--.A.-daA-CC- STMLIKngFMRWf WOW L LC - A0*11M w0&v6w"Av&nkv,MwAftA%0fiad,awAMw w-MOA�M_ " wimm Ww1)414_F_pw.vm`wR-Ikw1*kww WOMMOWSAMQV-V,tl��k*ACkriper,W-X;,D�CAR�WMWI�,WO,N"^C,l�� lv, 22, VC -014, Kk VA WRK, Ww an, V4 fi. "A 7W. W3* ln� WMAMI! As, � ,X�, W_ Ffsmi"lwmbm.,d.w4mR*m"waq"w*mwlslttr,mm"dodl;aIU2 mr.1Z.Ov"asaw putan 4)D ji ro" W4 un Own Re pw� bwjm paws (Ig �;� "WOE JR, bidw "I to evanaed ft .vAdAm w n,A;�ff .xw,ew;: M -V vemu On in, - we in. o") . .=.Z:d.= qt & .� , " W VIO� �4 to 94 in, W*. opipscO nieciinbeii, ps ft inft� 11" ==* - =ll- 4=1_1'=k;-_ " fi- & CK vc - TIAM smic, warmvrioim winnaw ca - TV" "%. 0, s"in, usia"wicansAwev - TV" S", 31, Wow- awfined. - imit W�M) -.0 Sn siti-me, %a ive�t Ii. ww 'now m dv, ban. saw � an. 0, tan, sain, .f V0naIW9/#WVX49%WA; - 1, - amisia0ftc, fierision ang,danom ,eeru *tqffi 4L,& Dim 2n, (� W ft "w "" = vft lia im w Jim K May be mad a *tR"M I* w we w v. W4 j?, ~ in Il" r" "wowil 0 W, sift Is wo Intiv, wn " it, 0 X4116 9801; 100 UC*4 arwo. 0 -ft with 09 =.::�4000!6411%IaA,0,0��, VWr - jind atesVeim M� I *.d O" " " Z=00*ff*d�* "in -ft" INVIn 101, We. * - W4 ft, Wii IrM &- U OWN - Owned! a in. OC at We.Adi Sinn IZ ��. IN! 4. tt. F.M. T. be .Acd Mth LAW 9~ 9f,c. t- It- M . LMINans"Im0awnim, SAY-fedd*01MAKAM 01111sp - r,W Rii.i,W St Ass"m smodw - tfor kh* vifib, Two 22) - Re" umned to I "Ur. wo W. eft, 48 in� nice, cypigm. aad.m. Awi awwakci, amove w twerw eftew, 90044 "'AAM w mnwmoyl (VOUM Appoko" I Tne gKxw voi in to Is � " a 9 an OW1 01de Q` ft ** aich 1 h I" I'M $ Pa" $001 POW0 $311kcief & a, 4W stattivis 4 In. fivin ft W" Of " b"m 0 The -*`K�m Wake "d 4 � M SwOeq f, i. TAPO " 0090 or O" bl-V 4t '010 W�w se 00101, b -A& 4��. imims XV 0 0 IMMAIN TO, 06 tV WI bachice fta Vrh ve� wimmil 11 w. DC am% 4 �. An- �ftm "P' FW~ vain Aar I*ftvsu "Oviin sao via ow w no vw at ft oft fte. vw0w jowt$ w* to he 40YAWed � a"" &V I 90 � Oft ROd 011111 W 001001t* 9*3 G! *W& tAWtM1VA A~M) - I)W =bft`� 14 - be 1.44W � eanh *$ft 06 UM Al'ide .1ih I V1 " TVW $ gained enno a,,neR .mveo $1 � ot 4 ". ft." the m1p or Ift beacA; 0 Ve -flew adpas .W,Q �, 0C MAIM 6 - ftm III. ad" a ebe bum "t 0. alim, at each bold, ciriewo, bwetft ivt to b. wusif to b,* tep 4.0 bobee, bma vAbe. ,mbe, Apimcd a in, 4C go 40t,ft�lfttg*440w"oo"vowpww�mtoomvml)�ftmoomftvwotttmaoctl,mo. M t4deb'"IM0 W* W * bW)W as in� WOV voct1oo %4 9"0*m I I- KtV nft Riendt" MnidnMt, am Im -- 1p" "' WAMTFATU awpaw RM - Tvp Kit, S". On Gaii ZAVMM 111"WALL], L 0 wir - TM sa UK "Mmo 4 A an r v - Ty" V�x eitw-w w Va- V - W in, 0*4� -0 I. wee, .ppinw vwdeany w �.�Iy,, =.-=-X1., -6 Vw - .ft so", I " I W?p. Can: 1w - licas j1i;iw WM" *VATU MAPRIM 00 - Tfo US49 tMpwxvw#4w"-T#"~ se Sin0dem, Irmo - fkft wo"i - (Ad an afi� to it,on s WI -mow ft tA& bam $bw - -a n, been aides Of %vii Ran V2 v we In M& pvo*ft we "Wood, Far oft ~111'Mast wor to aw. Mime sern An, A" w be W" W110" bown 3�1 '10i ,,;w IonAro " 0 Mo woo backed winifil ps"AF -ft b"1040, ft"M w 14101" 00^ 90aw oft "Kew ~,wft 4ro M09wai, -4 � 0A .**y � evanine wft or cw� wii NWAVO�AMWAO-4'XVW-mmmxTnpmm&omnvpftwdw��INWAMOW*43wnwmftmlow-km&UL.lu.. )m IM700% 819NA1410- " isniab"PAISMI, MML Ids U. I"dft2wv`A"_vws1`w.1 W1.1seww'Zowh Sol - i'malmomw ,w.1�vzw,_ft.A`W%6ft I" idth S "' it"~ ef'2jn ML St,p &OW " ft �.f,j.' tW,f $Wdc ""4,%,,"4 f� 0, 'mo, facAnt " $40 n0o "O 1:�- wQ ?1ARS-12 P. tim* ow w_% 4" i% tAv tw OF V. swp, one One at it. w". of U. SM, LAW adii NeNce 10 ftft 8 PW'ft Or 0,!?% MO" ft M111011fle §PW04Ak" QQ-1,-JW, VON -I-, kawd mmilem" Maw brand MOOM ploomw Mai W"Wvmbmw (30- W.Rdawwwat new" an's ia.t­ *Gd.d b."W �aftbld Janis, " U& &-a asuft z- 4 - =_1A, Fiw LIA In" Rea, " - taaO 1and`%A.MA.z ft, ek", - 313 ;= A Mw okwow at "* to, Race, OR wo " -t am" and ani to ".4d; Aft ft* #*14, 11 In, IYMsi4wl-d.&.M-..4-.ttp.kw.F".tv.ld-.t"bllt-.#�.L,t,-M,,-�" 3b, Wo Bit& IWV " pan head am wiver at ft ft# at ft ede, Law benne'"pe, to �m A wwap "'Ya A.W., =10% 'm=1=.,=r1 Gomm In, r w W. tAn beacon 44" MR69tu Idning wwo )Wft it Ind .viceno *I nenni;wnip vNe ionawns. 12�umdoimtwTau-(&Wwnv*t,fmLft"mmsa�-tl."�,.Otortmmwmmtonwthvd.,tmse" "a"Al" san" at VOW kKOWM - V4K,V4 W diven *y mu %J;bi i,,� Mo Wd 4" Aw=& ...d��?M&-�u2k,byl-v4�"kW-C"lZ$k�*"�Mdtaft=="P%.-b 4 fto_,"I w4w-enn, vamw W*Ki*s p1w to #a In"N'tem 4f Via W. "A, ka," a" 41 �ft w hm" a O.ft�, of wa -om tm.dftl*ltpaot*mqoqlkl=lrlom&.Cl U& &"A virm - (Iftt iih~, ft "M .0, ii�w) - vi_ U" 4, ". ON A� 3;�Aq* ft oc& �acm ei �Oftw"Aftwwxdhb:wovtt*"�baftiAmdkmwftft* "ev 0 S&L% minift V* I,"" S"OR00" QQ4,rM 4RI60 111� C or 01, 13- 'Rad "Md MAPa - tia* fikewn, F� iAR VM � SO - Lead WAI" MAPS, 2 �. end, �Inc It ft " w" S �NMd-n#QJ,42W,30p$1 -ftie�eWjnn&ane*tba,OndWV*AWw, I IWO S-0 M Weit OW xcemni, One at Ike tap qf Ow adds an$ 40 at ft 4mame aj it,* AXft_4'rN-'ft'i@1nI " .1n, .*, I IN 11:2 III-* UNi Scale ft VA MO -f the %M;L Mod herl" $011" aft, Met 4 PAW of 2919% finwino W�-Zwr� Qwk, �� Land waWw"A"~ maina �xboin jou.f in" cekinn == lk=Vamd VAW� ,WmIeR (*A WJ W4 900own; #1 wna" *A *paqmrw 14 towv*40-i=$hm6 ftti.Fft wabito w -I44 WWI SIM w4vfto Nwondow"O(011-uh Taw *kkKn,ftwv,w row4f"Iff"" WO ftnpl� .14 the Wck i- 4f ft ,,nni, Tain, -A*W it w,n hineove ehoni, 4 xAAn irw "wee 00 winawn: Werde, Den, 00 �wil wair"a ve. R,at *U4 wad tam ev Ace, 4 =a? 99,9% MA411" ]JA0 Rkdenit spetift~ qQ,j.Xjf, Cmd, 'C�, I,ca cge �W be We h ,,wee Wt. aciew, va tam 9 aftavwa�-V. - UvIcalmi a" venwimi sh"Ibeartne kv. w 4w ftwAinnoe. we* ft, powwwwat "piev" #06 km w WA ainvokatime 0-ift eaciabodall --Pwatlw. i,�_W,1,1144 � .... ...., .......................................... L .................. � .......... %­ ...................... � ... � ............ % ................. � ................... � .................... � .... __ ..... BVILAU" UMKW DIM: 0 =6 L.- uc The a"O'SnOd IN c d6d"OVS nound, . otd& In oft "t"Nab down2t 14 Mod, town no wcheccei, nivw� I'm wm,A,",*,w 1=:� wpoodeb", 1514 M*41aw'spow b0*0"Iderw Vow CAMw#.4MM" ~w� wiw-M 4=:=*1*=. W.&I't U�, Q. -Hat V�4 00ma"il- vf kft .~* cuADi.,0 in va a*- awIbImigim, wMd," . tn U. fainnnIng -Li� I T� Gwda W*nA46`VA, Awv-mm� P0180r,00% Pa*^ xr*-M weloo, C4001410d" 0140 Mm W PAMW*50 ni OW eedr4W imit In e - �ndaad�ns --, av,".Ay �__:pcoft­r ift dma (. dwea,w x Tft Rase,Mnn, �iqiapkaad t- tft twine C.ndfk� oneda'y :Zr ",4M fteen W nabb WW" "Weec 10 0* ec'ne"ad MW;i;K " SOM", Unk MMftd MWIMM RON! W0116 & awnpe natift ft 1"W,9=61XLX� AWAAd*mw,44MWQ"0&4�MMOI*&t4WilPR4U 000w4ml!'";�= �. W" trywo wuv.ws%- Fi,. ft"wonceftwo - AWA in e.d mikk si vieck steadied in, Aw w4 *4 ft4"c`cA'a',""",_,w"*w"' *MM WMAM MRVZM PTV LTD - koft Welt Tfaa 2 anal evila - One-* Aftwq)� rabicatuo ft. tnin 2S Mw o.v.'w,vmftftd eme0w. &*� ft "Acenew t -de, am 5� Waco; A Ieft OF 24 in' 0C. amii �e be &*.Va to V4 in. " ftn. adeamidy h"At. ZA'stawwona, - w an mum. to 1we, 2, � � .th am. 33, W. 'in jif Mo ce"idw am,- Oe' - ­, 0 01- swde hm, a. Mopq v r2r.=. =9 III K-11 16,330n,fteftfiverakdow4ing nAwk, shaidtaINZA "ft3v*vk 3ew&A*MWwvtwe;f!& 20'.. fftab**%Mb*IAN.UM40.�ft-(A."W.t"oftt�no.k ft ma *ftftbW*w, Mw SK) -vtow4twir damns vocive Rude, t,w Ir� " in It. ih. ft "114 bft. .- w , . . . w in, in, =% , - a , "' , , ". , X, $ 1%. tq w V *Tw.n awe ow. wagiif vw WA.W 0*& st ;ft = at#. MIL f�nrdibad audweAt CAW60"wu%mmmrjltpqooumia - vim". OkA001ftow-unwtva". *1011011100ir"Aft W (10 WAM VOK111111i W - VWW - .Ined w o-�cwnid -d. IN 4 ft** - ta" SAM ii- -F W" I �_W-a�ro,U�, 'W " "W M^ X' F_` Sit .4,41101". **"AWA� - % onced. - 4 24 In- (.1,A-ved ofth'"wctenI. I vA Wt I,, va 3v4 In, nvar hk I." It- vwWw wvft "W41101M W4100MMMMA, MQW40111F (V ­wliaw"- VA102*11ARIP S. ON Of WAM 94 *A 9 TIN811118 2 K - 0 i, vW - 2D, t-Madog RinaboW - ~ sh.ft - In O" *I tm 1 -=w 'e=w,Rt% aw, domh in, Endimad WOW #*M % 2mMd a � 4f 24 in. W- SbAht in be *A V4 W idea . AUSTIFIN. I& 11111114w" @01ADIUCm we - Tom sk#vAQ Fe-ing spaem camoLmaTmvAsKTQ",Daacoap, mm� pacdaterm wv - " stontow A,.Aaft srA- "AV, It ft " 4*00 wrm " ftt� - 'rine, qt maw, fr� *v- WAPM WMft ME, MMWACnMM CO - ryp UWAK Fmmies, nydba" "fttakomham 11MO" M - Tv" svftft ft�ftlwdra AIRIM MrALV*006M VC - Tive SUPPM nmiAs anatam 'n' P"M" ftWA*M' - Ibided lem" - (IM!ft-, At �. ~16% t4 lb� 2� - ra� � 'aft 44M nip W _-4r W === " 0,6= 4*;= w = 40= ~ Dan, V, w w 9 fobdow "W, *ft 01015 w Olm a A.R. Of �4 01 01-1 ti�^ to 110 4* W4 id, Rig than "wour i"11T, "NMKTKM" 01111"M $wTow - <* PAIMU 811IF&W L LC - *VWW Im METAL FRAWN - Awrw MpAdo6mjAabkvtkkxyvhvhA��AFPAAEWVNPNPIMR'rAMWBXN,L,Atudtnow*06wq*,RwwAr"nvaw�ANML,M,, am intwe WLYV0**-Pk#ft%Wvw"Aw-ANML20 *UQMOWR.ftv*l-v4KIV%rcs-t�,(V,ft4wl�u*l%"b"".�df",m I" 0C xt vw"Aw " U in, 0a Aim, , 0"aww"w"'s Raw MRAM Lem wimpaii w mr, IRIA Redgm - nine, Isp, go va- I 0"Id. - 1AA 0 0knifletic be PA- 4) - W vm aft awnc in 41,4 a W4 ii-iw w i Mew awq, ai,iy� T G"a- "'A"A VAO btftfadl ftAn't c' UV&" tfti *06011 V~A/, AM t -Ann" ce Lft Read a%& enth I K Rna "a & Wfft* 8 in. OC &" ,A~ San bOMM adon and 32 0% OC In ft AW1. VWMM " canneW � *00 wo M&W'W via, vM oft oi� *ft or swift, 300 and oppot OW be v,rAni`qw I- W4 R" Ww= $TAM gympo 40 - " im dild, Tw* SM WX AMID *Daft 2AWAM D"Uhh" L LIQ WZ - VS, I,. IN& Typ %a Sol "PUM adwal - (" M 01211vak to xm 3) - Pat ,ft am DOM it am 2E tni GypeagO WWA AM UP -004 -imam w bwww ad^ *Win" -MmIly w hoftefteft, - vwnw . � mm wc� .0 0.1000 w 0. Wei own " ow1w - Kt" $- voond x" mftowqd � owa' and Mw"vo am� Sm �;w 0, Ommixe 0*4 01 *,,I. V�tw *Me k .6-4, unwo f ... lawyn, wft._� 9.w,w - ,&id _br� ff.b.da VA" _w .* be ww " ~ tovirw wift"M adi " bids ftftniat =r. - Z= *001ad of am Mai not Ik La?"I�FXT*ftt==*Ot"D"WPM=jT��M6M&aWg4?rmWjr�MO%"M�fmt T"Rans' odn"of 90MOV90ft~41011110whOMIN0111irl Wgg-.WiMt**TMCW-)QorWC�AN;,W#*t�W*TYWAkr,P-Akl3'XLIP-n*C-Ak$CXSN)G vq ,v4 fo, vnick Two V�xl ar LALTRAGUM VAIMM SMU 4VMM ** - 1,(2 �. O" TfW r, 10,10, V1,Apt -, V* t,, oki, ryM sex WX SNX W�)Cj, Afl. Q � FAX-G� P -A& 042� X -Alk; W4 hL MAX11" 01-i" w 00MMOR I � I it" 04WRAWAM PRYWA" 1, k 0 On - Y; 4 TWO C 7/0 IN TVI," C� OCX V,-V400t ON 0011313M 9 A IN CV - V2 I& dk& tM C� V -U POM �, Q4 i[ft I%kk IM AP, M P, AR, I311,91, 0,)(,% 00,4k 00t, ", 4, V4 k ti lww Iii w I;V%ACwx M' QVIen" sk"L.d. - tW 21enn) - tne an aftff*ft tZ WIW TJ *- OW ft ine N- WW ne - . ien�i idden at W94 W" %($ Or V4 be 04W im,dem, an, 8pn00q4 #Wdifta o be nand . ft a- x - a " W# . V4 M - � -V " - " aw 0 ft. Ai ft � � V 1 == =1 4 z .4- � � 14; = vadedide, an fiach SIM* V Wag r0a, am SVOi v 314 K tV& land M*M oWan meeft wad, 41aaw aftsh iniefto -wovieft, vwtw " soft" � w no ** 06m; Am Asspieft==170, .pp-%Adw.r M"i" wait"m mi�ncd task"dw .M I -V4 I. "'111p; SLU aw *Anwai a I, otat W -0W bed 11, K M *h M 11" Q"� beft vowma to 30 NK ~ Ram ft.. 25 *am I -V4 n,, k , � ftT"tS- . 12 wina ftnow owad a � 0C At a%"*- am 12 w ac in the wd. ?;., laim cannac." *06 fta. 5� T& be Vmd WM LOOP bird" VVide 4WM ftM 11A) Or Lead 010 (Api tW Sao%* ZNOLWMEASW - 7iew X -A" Sh*kw rymca a oroveon, 6-.p - jAN.. ote-aa va liaw. tj - X- " n, twak Mae- ev.ft .6th aceinim, a*- a, UP&M 1011191 RNMINO W MMOM M RVAN & StM Sam AiWeinn Spi IftV be be, ftainadi J* hm & Cubic zwe - TV" Ux hwdvAbwkdumt&040&,",Nw�ommabhwtow3wmlvo"&,&NiAtmom*wmsWF4&oftnwn�PAWOV-�AMML�M�� am ww" SWVU420i " RabobawRikAW , MWAJL W 40_`=��� ������ , Design No. U425 8XUV.U425 Fire Resistance Ratings - ANSI/UL 263 Not amm . .11'.. I - � I ­­. .. � . - .1. I I I I I 1---- I - � � I I I-- D"go/Sysum/consbuction/Awswinbly Usage Disdalmer . Aift.w. 11-ing 110.6- domaLi be -.*.a In ad-. W 0. pit.m, .�A­ft ... iM *. �,awwff­ .0 - ... M cAftvad! Pali SWIM:md, pin"T, dannow, OW MNWIIdL Noww" Hao.g JWVGMVM ~# ke campoew w'" 0Av%AAvam - I- neSSIXnatibadenblift end W*d�ft " Awft1oom bo khe demar in,bonam, and hm bacri imaeftened M �L ft, annanama V" . =aw.=wft Th. mw~ wwwwdba� 01 -to."" mwama -try wmAaaI . -,A. .-~w Ir ift Acid, ,w wirkr 4 _vanendmo ft itat _440: fft lwftift-m 110 ft toci*`601 pa"Aneow wOnAd" I't at Miami, moniftalw law far ft *00, as" or Rifenbo"Me aww"Vo " www 0 ~ ft veftniii 6.6* womwidio w "m woonat ,aciepy wd each w.v 41 owwwNw, Ties Genic ww,.Wm Im.do.".n. �.eq aw,wnii A�-N(s 04 w"MaR, .,.= at Omemadim . OW p"'d.."A6 am, (10. X.4, - -sid-A CxAi*� . - I I .. ''I'll, -------l - - - I I 11 I 8XUV - Hire Resistance Rotings - ANSI/UL 263 SKUY7 - Fire Reisistance Ratings - CAN/UK-S101 certiflod for Canx4a 2Nfi0nI141M1&w1Kn=wisb&M Kokiiiii-MMUL Design No. U42S t -O. as, ;owo oft, lift.t. W00% 11100AW Apoftaft For ftmoury To rim an bftrw race *W, to" 110410,41 4 am 11) 0-01ing wafF *d; - 10/4 t*,)L, "/I te, 21 W. On ninew 2 and 41 ;= = ,= w7ft .0 Aww" New0we JAW -00 44� vAtwidies ft,ows ikewi ,== N. W= ,Rm,4:::= RRt=U *040WAtem�a*"Ama,m;..*.�t.,WWAWW"- owmaiadbowswamu � Indicat"aiRb pazoacta *&us 6� them w caLecatifamm. KxA& kv pmawk,06--eaef" t1w YLw cuLcattvicada. 4-6, at can.ft), .M%mctkA*, MNVAA - fi,animesumnakips � MWAX = INTERIOR WALL Hon!;PLI��kt SeCTION EXTERIOR WALL - - - - ( FIRE ) SIDE "RIZONTAL SECTION Immme wv,um- FimAwkdanoRdibw - Awimm " * Y_ .. a,. sAftwevarraLvenanumvTo 1, U&-I*"PM a`wAn`1"-- (%A le-) - Wh- ft0k-d %I W-1 -*mot -0 Vi.lv� .csM .ay b. O"ftd w on" or Mo MOM dianivi tratme ataw am* 4; #*~ in Us skew 0 0 onfinjer a" #Ud iw yKefft, 4�GVP�oftf#*-AW&J;tWtrd&ULOwwoON49"�a , am spalWasaaw ace ia0wDp,de,,&Sb;, ANY 1114 ft tIOckauclinabiliad Q"mm "vo mobvAidiftiarwOeRva p8srp;adm,*x#UfAUq;pI,wS 4Y*e^ InNind becAM' ,ft M C.WAMt.� 14"�4 ft 1. 11- A.00benwe, Applas,,anikeIi, �om pan, to� ",, at"Ifted' CIA- In - -1v:;,-%.tw h-,� "ne, svoiolw bw-. TM oftio"Kn *14 .; == w 4= .,.,b. qr 40. ,'� , ard 2 b, roft. " - f.11- I*Xlwo,V&W = :0=:;_"w=. menciar wal. W_ cwa*!�w tft ...'ew. 76- Nkcatnkv " 0_4 ftkftwmbn . . - - L 3124414"041, am C0110111 Tftcha - Oft &W-) - Tec W4 ft"= US*A off e`1`H 4040111tift "t wam 4f at" Monnba,* -in ". 0 M M-om ln,-, ft- b- ." w4d-) ~ a, -k, sim, 20 WaG <&am in. ow qp� *,w 1 I,w w I z winae, -N4 In, W& III) ae No. 20 MG (OLMAI IN614 p"Od iinad, flied IW"4& 4 W" ~,aid ObAftienin beciffican Mat anedc, Md N oft I - : wat - iai. t.kww* *.eeni Aim fineve, ~ 2n, in. 0"_ 414110% 1 Twite" " 4003016w Dapek kL ammalr.av�ao,xo � 1= 10ftle1d 11knensiaian, 4) 7- 3�fn 1 3"Or. �wa E& okk DO" I 111W I n1w, W, to. *A 1-y'?, In, I I'Am I,ww, W4 I. a.'* DOW" 2 1-,�M 2 nkym X/2 K wia I 000m] a I I-vk a 1.yfn� " �p_ thm* =__ 2 12i,'In X low. Si- ift! W* � In, 3 1-1v! M&& � M ML 3 lawli, UZ ��!" QW&W I 1-1ya 2 I"-% W4 s.. � opiftiand 3 I'Vo I lww,% "n, O�-* Opp** . I -VII 4 1*16% vs in, vnek - not$" 4 $-VIA 141 V2 i, Do& apmowvw I . a�xp I a ).M'4 jV14 w amw � ft vwpx - 1w;Pa` M& Tinier, �Xj 0 Ipc_m� Ww� on IN #n* TvftAFL Q iI'Aii. "*1 11`�4 IK -A& XX. MW4 vm w V01011 2/4 w th'tu Twei 3040 c, tURAW" ww- grAT"Sylium in - ock vak row C, y6a, w_ -Aft w WFIQ US ir, ftck TM scir, sd)� SM,, WW 044 As, r, WAC, M -G, IP,W P-44 VO4A, 3V4 in, taikk Typat V -)Q ar WWAXM WO WXAA. ZAWAM 011110flickiX L 4. C 017 - 1,eZ ft. Tina* V. Va I.- Tyso, C, SeX, %'M�p NWO&MbMJ-M�k�MU-qFRMBOM"WW~�MWU*W&DOWNMW�RMWO..RdgW.MSVUL�2M.- 0111 Imms =MIAe; � Fimpaw"MRadain, RMA&M o' Rtw"am�""-Fwmmc*RL2smsiwh,v",2-ivAsi��z�2w32�. ""by )ft�r1*xs!,xA �.u*,ocpwpwwwwk4*t.*-Owvffuwg."%.*AoAu ftoiwo I- 8bem t, --k im dewbod in vneq 0. no, fe, woniftibi ..Vm Ueom sudeed to ft." d i $40 V00,41ift IONVOW0 - LW tc ~ f,.ft 14,"ft (iiii to,hid, tiep. 1) - crix � mo�*AEkoc,psc-tswRslc-t(2,mcApsomutasuAtunwa,axi- wa W� ww.� Ake'adism z�%z me sonow "n, H. Mae, iiewconec, Rm-v am pAr� V0,n)431X$4ft toSOM�MM."Wl4ft,.,�fK�skt,dMIMS-UoWw" =thc _�. net. f_"0.r­U - fektk� 111i 'm.dipa, $MC�3. � MC-V,j�p a" 2,W16 I& aide furft diannaU, ASW- I (2.M "UXO# (1751 tice; M, � viba 1-2via In. .k* w" awmw v"mnvamyx""L&Lc-rn-w.x-1,km-v,mit.l(,zas),osm-v�2�7r4, 7K F!'4101011 lika"RW - i0WON0. hW Ximen) - An aii athembe in 101w,' )� An, sft$ w 4�Jbia IgW ftptm.w NrftM &400%ft &Ad Said P"MM ftabaffl; an ami, bad Side OF owds a dauftnef bobiw. ==ftnh*d,w ne, 2N I'" "IV saw, ""ad 24 M, o4� v"ei " be Obids " anxmw i� An. b, am and 83voittv 060000 I.. ow cwtv a idlimbld In h" Ik Two Wpm OF 9"Mon OsW abaci Oi hpk* 0sandia id, 4,2w;. a- I, *A f. uipe ,eith #om m *Ad w b, wow rnmomidweek"S* - Lived " awet. neaw owftki (r� 7%) 16 One "a 0 SNA(ftm2)o;oi.o"opow4ok�,M,wd"Q,wl*.,U*VA*o,4w#)t�a-vam, == ww", ane wwr (Aft hwi, *t act, ew at tft *ii� F.Ae,if thw-ft " hftwA "maw Not" was"L mis: - ron Rw&U W. FMM1e0ftMbea0 - (ftd: steam) - (Qmn%A;n w ,Aq Or buch "a, w O�A-,. cw sk,94 W d%AwO ICW � WA -0) - A. - 4MV- ft Me- 7, f-" O-AeS and Viceed ft" "-VM ac d-ftad Sek- I #, Fwc!"Comeas - F4n,md Or I*, 25 "a VN eami. 2-Wg W,,Wd& by 7�& w 4";4 ow"d Inan, it 1A, cc wwdiv,Aw 110. abdi, cpdiflaw a0c'nad 0 X.ft " deavdad'i 7- b. 00� b"Al Aft0hW W "�* OnInn* *$ 40iMad $R TtVn 6� N4t fb� Ica ��n Ree, $A W4 w, I, m*w vnicoft iomb�o - ow t. a"m f-" �kw,ww* ("M � aps ApwW .qK. 46;. 0�_ 0004�" w.ped ta 144* ado� ob. $ M �� 1�f�i*�* 'r,%�J�tW 4' w," 40". 4,n (6mm inged kno 4?". PLDW 201c - IV" QuawLIP 70. Id"Prumvinif "w"rew - (OWNW, %* stemei - Fwft cimm" ew ii s�m§na Re"'b" an, 4WAkd bAca"', .� ft.** Ge.nawk - pw.w a ft, 25 wo-- qw�, vtonn, sa­m X4 K Qc "Mendim- in dbM- CiennimS anceld ft atiRd " dinaVibe ift AM b, thdic d 4048" daftf4ft �M006d IS K wv 3ai t4w � wft %r aw-ow" so. ibivl W am" si or pw wdc I in. 4"~ m nW, r-ro.,==1 Z= =vo =1,-Z=4,= ". bo." on'. i6tield hevractma0*2 i,f,_."ww*fhwvd,tFdwnxL Omhavoonne ftaandao" ==142, ft=wso; I � 400211111 I; Ok or- modbw"Mv Lr2 an� MO% jaint do". b�stl*$tmmfto*pmb�--L�*dt**",�lkq"m4q,m%(*m7o4)tcxoft am evened " = r;c;4vftcW,0 di'me: Ar= w xo. N -In K - iavlmi - 33,enjo ft demar mbev b= cgip, 0111410 OM42" SWIn - MUMW OwiO W4tW. 6k-* � ?`mp A;f8j w AMA 8, Jawvape "a awaiRaind - vwwamin, dry � ginIniaw". ftwe" to" * Imc nem " pm M ww ftmk at 8311m, Ai 041m, "M aven I h' 'nift 0.40400d w Bm wife, 0 W.wA,d q- v jam Of eift" mrs, akeek ftw stie, 21A pft ewwanand Avw be ennead at" Ginpiat Pa*$ - adaAw vdvA e.4ware a$& 9. 21114611, BAck w skNm - (QMWWI &* ~) - AkIfliftek. view a o -ed wiift wich ww a $him := w ,=%=9== :::=vv1%M`w � andow ft suft WR" . &.0, 21.th �.? bftk� 14L =Zswes waidainics" - (aftwidi, we snoon; - A bad Or aninaubw "idw abidem; *wAw IN owdivin w ft" aqw. WGT8D OrAIUVVIAM04 90 - T"w AS %W"tm"mfttO4MM*O~MWI�PRWft#mW4PM�MMMVW�F-t*RaMW40RWO-MM&-M,, IM alymm IXN.W%- p" SaftwWa0w - No" am UMM401i 0*000M VC - Im w0w4ft ft"'s Syft- III, pi 0-4 MD .=%=;;( ,:!t" in =- 140.1= "O� Y=om -d **md, IOW,AW ft" .In " w , ".mc .k;ow and 0414 wo� fiman"M V.0 - .0 W. 011 'Am Mon I M " 14" mww to ,new a 04.." oft.ben"" _Fftw.a#*mrft=v&c, - =_= OM = =x"=vft 00". 2rt w . . 0. V WdI6 ai 41'eve4l 0, 4062"biedt 't", M.ftd " MW dim MOMai* Nckeacn, 24 K OC� - MARNMEMKIO INIU11141190 GY1117111M - CD ft~ *WWAS L LC - P15Yaft N01141,141PLALPRAACON - fl~K "ARAI LL1t-$U.PmTM* STMSTMLICT;OUILPR*VAXMttt-lo,SftTRW - -del" "n"ba"O" - "Rea Oft QM* R"W - UK Skmh� - In Ji3i 0 JUM I - UW � IM ft,n ZF, pvpRa,v dw�w WAVO _ene� M*ft�- -fth to %awffawdiaw .PA oft, OIb X, W I& kee; SW fidet'ginni 6--�-olmiN(�ftb.M,.KOOAOON�igo�340,4"~twtlWW4.wft,.a�htow�, 'I , '141.0, AHin, wwwwwasmam"MmACTS-7fteidsii I& ftifthe Rainbow. - fter ane CWAQ vininew - fw bm .M, 1" 2&, jeconewy,inn,me a,,w n"'M W,k-,no ,Aft w aciam,miwift Aw inow *Umovici w it- wo ci,*. .ft ftec. �,, �_ 0C ,na, 4'""M 0141RIAM" SM00 - Ck0C""nKk SW RaW "A C"'M ft"*An - (6001 SWM) - CIW" Am"d, UWW60 AIM in- MO in, WO 1000k ink� eidd, in, iav ww 10� ,im ernh AU* Apecibed w1aw " fabomaci?Ann ftA 4,01 I% � �-.--::� .--'.',= v%daeq-M win Asibeivais fflwxIN= w^wwwaw.wvoFwwmmmmmnK-Mpwl#-I��mw 11� ft 9--b". - V40M mas ovilin Kinavice, - 00A $fta-, A. - Wwmm I. 1w. I) - P. vew -Uh 't , ftin � cKma en, ,%* Osia w"I ft*mo pkaftnew ft*, atbacib" a = = I. = I. = = a= M M I L TV"" =KAMM L & 0 - Mr-Twx- Z� wim at ft- 4 - r,w we ,,nn Ih- 2k =�14--l"*,W�=otl.*�"*-..;�r=�.�*104.gu,fa*mw*?A k, ($row. TULANG skowdium U L 0 - vnia'u- I,** M r"mai&* plikeft "ft. - plow Swid 04111ft 0awmew - w Mo..) - M INn, a IWAI I - 3AW "O .0. see, 0. =, y =.d =- -�-;Iiis ki. mop recincew ftm .* %I= ir, fiiicic pi� ftbi Va A. =% ,.==w �ck�w� TMM 10OWMISS L L C - VW40- Lrm& u,"mv4pAll$bm -ftw&mcnft*�W-mt&�om-in4�w4fAml-pv,mwmftm;K $14100i Oftwo Owns Anei A- 114 I,% vain by ww;�- 0 Ii� 4mv faiii0astat twn vda 0.010 in, **-% VIV t-W,�tt.d.dWtl-.1d�"lq.OFW--.A.-daA-CC- STMLIKngFMRWf WOW L LC - A0*11M w0&v6w"Av&nkv,MwAftA%0fiad,awAMw w-MOA�M_ " wimm Ww1)414_F_pw.vm`wR-Ikw1*kww WOMMOWSAMQV-V,tl��k*ACkriper,W-X;,D�CAR�WMWI�,WO,N"^C,l�� lv, 22, VC -014, Kk VA WRK, Ww an, V4 fi. "A 7W. W3* ln� WMAMI! As, � ,X�, W_ Ffsmi"lwmbm.,d.w4mR*m"waq"w*mwlslttr,mm"dodl;aIU2 mr.1Z.Ov"asaw putan 4)D ji ro" W4 un Own Re pw� bwjm paws (Ig �;� "WOE JR, bidw "I to evanaed ft .vAdAm w n,A;�ff .xw,ew;: M -V vemu On in, - we in. o") . .=.Z:d.= qt & .� , " W VIO� �4 to 94 in, W*. opipscO nieciinbeii, ps ft inft� 11" ==* - =ll- 4=1_1'=k;-_ " fi- & CK vc - TIAM smic, warmvrioim winnaw ca - TV" "%. 0, s"in, usia"wicansAwev - TV" S", 31, Wow- awfined. - imit W�M) -.0 Sn siti-me, %a ive�t Ii. ww 'now m dv, ban. saw � an. 0, tan, sain, .f V0naIW9/#WVX49%WA; - 1, - amisia0ftc, fierision ang,danom ,eeru *tqffi 4L,& Dim 2n, (� W ft "w "" = vft lia im w Jim K May be mad a *tR"M I* w we w v. W4 j?, ~ in Il" r" "wowil 0 W, sift Is wo Intiv, wn " it, 0 X4116 9801; 100 UC*4 arwo. 0 -ft with 09 =.::�4000!6411%IaA,0,0��, VWr - jind atesVeim M� I *.d O" " " Z=00*ff*d�* "in -ft" INVIn 101, We. * - W4 ft, Wii IrM &- U OWN - Owned! a in. OC at We.Adi Sinn IZ ��. IN! 4. tt. F.M. T. be .Acd Mth LAW 9~ 9f,c. t- It- M . LMINans"Im0awnim, SAY-fedd*01MAKAM 01111sp - r,W Rii.i,W St Ass"m smodw - tfor kh* vifib, Two 22) - Re" umned to I "Ur. wo W. eft, 48 in� nice, cypigm. aad.m. Awi awwakci, amove w twerw eftew, 90044 "'AAM w mnwmoyl (VOUM Appoko" I Tne gKxw voi in to Is � " a 9 an OW1 01de Q` ft ** aich 1 h I" I'M $ Pa" $001 POW0 $311kcief & a, 4W stattivis 4 In. fivin ft W" Of " b"m 0 The -*`K�m Wake "d 4 � M SwOeq f, i. TAPO " 0090 or O" bl-V 4t '010 W�w se 00101, b -A& 4��. imims XV 0 0 IMMAIN TO, 06 tV WI bachice fta Vrh ve� wimmil 11 w. DC am% 4 �. An- �ftm "P' FW~ vain Aar I*ftvsu "Oviin sao via ow w no vw at ft oft fte. vw0w jowt$ w* to he 40YAWed � a"" &V I 90 � Oft ROd 011111 W 001001t* 9*3 G! *W& tAWtM1VA A~M) - I)W =bft`� 14 - be 1.44W � eanh *$ft 06 UM Al'ide .1ih I V1 " TVW $ gained enno a,,neR .mveo $1 � ot 4 ". ft." the m1p or Ift beacA; 0 Ve -flew adpas .W,Q �, 0C MAIM 6 - ftm III. ad" a ebe bum "t 0. alim, at each bold, ciriewo, bwetft ivt to b. wusif to b,* tep 4.0 bobee, bma vAbe. ,mbe, Apimcd a in, 4C go 40t,ft�lfttg*440w"oo"vowpww�mtoomvml)�ftmoomftvwotttmaoctl,mo. M t4deb'"IM0 W* W * bW)W as in� WOV voct1oo %4 9"0*m I I- KtV nft Riendt" MnidnMt, am Im -- 1p" "' WAMTFATU awpaw RM - Tvp Kit, S". On Gaii ZAVMM 111"WALL], L 0 wir - TM sa UK "Mmo 4 A an r v - Ty" V�x eitw-w w Va- V - W in, 0*4� -0 I. wee, .ppinw vwdeany w �.�Iy,, =.-=-X1., -6 Vw - .ft so", I " I W?p. Can: 1w - licas j1i;iw WM" *VATU MAPRIM 00 - Tfo US49 tMpwxvw#4w"-T#"~ se Sin0dem, Irmo - fkft wo"i - (Ad an afi� to it,on s WI -mow ft tA& bam $bw - -a n, been aides Of %vii Ran V2 v we In M& pvo*ft we "Wood, Far oft ~111'Mast wor to aw. Mime sern An, A" w be W" W110" bown 3�1 '10i ,,;w IonAro " 0 Mo woo backed winifil ps"AF -ft b"1040, ft"M w 14101" 00^ 90aw oft "Kew ~,wft 4ro M09wai, -4 � 0A .**y � evanine wft or cw� wii NWAVO�AMWAO-4'XVW-mmmxTnpmm&omnvpftwdw��INWAMOW*43wnwmftmlow-km&UL.lu.. )m IM700% 819NA1410- " isniab"PAISMI, MML Ids U. I"dft2wv`A"_vws1`w.1 W1.1seww'Zowh Sol - i'malmomw ,w.1�vzw,_ft.A`W%6ft I" idth S "' it"~ ef'2jn ML St,p &OW " ft �.f,j.' tW,f $Wdc ""4,%,,"4 f� 0, 'mo, facAnt " $40 n0o "O 1:�- wQ ?1ARS-12 P. tim* ow w_% 4" i% tAv tw OF V. swp, one One at it. w". of U. SM, LAW adii NeNce 10 ftft 8 PW'ft Or 0,!?% MO" ft M111011fle §PW04Ak" QQ-1,-JW, VON -I-, kawd mmilem" Maw brand MOOM ploomw Mai W"Wvmbmw (30- W.Rdawwwat new" an's ia.t­ *Gd.d b."W �aftbld Janis, " U& &-a asuft z- 4 - =_1A, Fiw LIA In" Rea, " - taaO 1and`%A.MA.z ft, ek", - 313 ;= A Mw okwow at "* to, Race, OR wo " -t am" and ani to ".4d; Aft ft* #*14, 11 In, IYMsi4wl-d.&.M-..4-.ttp.kw.F".tv.ld-.t"bllt-.#�.L,t,-M,,-�" 3b, Wo Bit& IWV " pan head am wiver at ft ft# at ft ede, Law benne'"pe, to �m A wwap "'Ya A.W., =10% 'm=1=.,=r1 Gomm In, r w W. tAn beacon 44" MR69tu Idning wwo )Wft it Ind .viceno *I nenni;wnip vNe ionawns. 12�umdoimtwTau-(&Wwnv*t,fmLft"mmsa�-tl."�,.Otortmmwmmtonwthvd.,tmse" "a"Al" san" at VOW kKOWM - V4K,V4 W diven *y mu %J;bi i,,� Mo Wd 4" Aw=& ...d��?M&-�u2k,byl-v4�"kW-C"lZ$k�*"�Mdtaft=="P%.-b 4 fto_,"I w4w-enn, vamw W*Ki*s p1w to #a In"N'tem 4f Via W. "A, ka," a" 41 �ft w hm" a O.ft�, of wa -om tm.dftl*ltpaot*mqoqlkl=lrlom&.Cl U& &"A virm - (Iftt iih~, ft "M .0, ii�w) - vi_ U" 4, ". ON A� 3;�Aq* ft oc& �acm ei �Oftw"Aftwwxdhb:wovtt*"�baftiAmdkmwftft* "ev 0 S&L% minift V* I,"" S"OR00" QQ4,rM 4RI60 111� C or 01, 13- 'Rad "Md MAPa - tia* fikewn, F� iAR VM � SO - Lead WAI" MAPS, 2 �. end, �Inc It ft " w" S �NMd-n#QJ,42W,30p$1 -ftie�eWjnn&ane*tba,OndWV*AWw, I IWO S-0 M Weit OW xcemni, One at Ike tap qf Ow adds an$ 40 at ft 4mame aj it,* AXft_4'rN-'ft'i@1nI " .1n, .*, I IN 11:2 III-* UNi Scale ft VA MO -f the %M;L Mod herl" $011" aft, Met 4 PAW of 2919% finwino W�-Zwr� Qwk, �� Land waWw"A"~ maina �xboin jou.f in" cekinn == lk=Vamd VAW� ,WmIeR (*A WJ W4 900own; #1 wna" *A *paqmrw 14 towv*40-i=$hm6 ftti.Fft wabito w -I44 WWI SIM w4vfto Nwondow"O(011-uh Taw *kkKn,ftwv,w row4f"Iff"" WO ftnpl� .14 the Wck i- 4f ft ,,nni, Tain, -A*W it w,n hineove ehoni, 4 xAAn irw "wee 00 winawn: Werde, Den, 00 �wil wair"a ve. R,at *U4 wad tam ev Ace, 4 =a? 99,9% MA411" ]JA0 Rkdenit spetift~ qQ,j.Xjf, Cmd, 'C�, I,ca cge �W be We h ,,wee Wt. aciew, va tam 9 aftavwa�-V. - UvIcalmi a" venwimi sh"Ibeartne kv. w 4w ftwAinnoe. we* ft, powwwwat "piev" #06 km w WA ainvokatime 0-ift eaciabodall --Pwatlw. i,�_W,1,1144 � .... ...., .......................................... L .................. � .......... %­ ...................... � ... � ............ % ................. � ................... � .................... � .... __ ..... BVILAU" UMKW DIM: 0 =6 L.- uc The a"O'SnOd IN c d6d"OVS nound, . otd& In oft "t"Nab down2t 14 Mod, town no wcheccei, nivw� I'm wm,A,",*,w 1=:� wpoodeb", 1514 M*41aw'spow b0*0"Iderw Vow CAMw#.4MM" ~w� wiw-M 4=:=*1*=. W.&I't U�, Q. -Hat V�4 00ma"il- vf kft .~* cuADi.,0 in va a*- awIbImigim, wMd," . tn U. fainnnIng -Li� I T� Gwda W*nA46`VA, Awv-mm� P0180r,00% Pa*^ xr*-M weloo, C4001410d" 0140 Mm W PAMW*50 ni OW eedr4W imit In e - �ndaad�ns --, av,".Ay �__:pcoft­r ift dma (. dwea,w x Tft Rase,Mnn, �iqiapkaad t- tft twine C.ndfk� oneda'y :Zr ",4M fteen W nabb WW" "Weec 10 0* ec'ne"ad MW;i;K " SOM", Unk MMftd MWIMM RON! W0116 & awnpe natift ft 1"W,9=61XLX� AWAAd*mw,44MWQ"0&4�MMOI*&t4WilPR4U 000w4ml!'";�= �. W" trywo wuv.ws%- Fi,. ft"wonceftwo - AWA in e.d mikk si vieck steadied in, Aw w4 *4 ft4"c`cA'a',""",_,w"*w"' *MM WMAM MRVZM PTV LTD - koft Welt Tfaa 2 anal evila - One-* Aftwq)� rabicatuo ft. tnin 2S Mw o.v.'w,vmftftd eme0w. &*� ft "Acenew t -de, am 5� Waco; A Ieft OF 24 in' 0C. amii �e be &*.Va to V4 in. " ftn. adeamidy h"At. ZA'stawwona, - w an mum. to 1we, 2, � � .th am. 33, W. 'in jif Mo ce"idw am,- Oe' - ­, 0 01- swde hm, a. Mopq v r2r.=. =9 III K-11 16,330n,fteftfiverakdow4ing nAwk, shaidtaINZA "ft3v*vk 3ew&A*MWwvtwe;f!& 20'.. fftab**%Mb*IAN.UM40.�ft-(A."W.t"oftt�no.k ft ma *ftftbW*w, Mw SK) -vtow4twir damns vocive Rude, t,w Ir� " in It. ih. ft "114 bft. .- w , . . . w in, in, =% , - a , "' , , ". , X, $ 1%. tq w V *Tw.n awe ow. wagiif vw WA.W 0*& st ;ft = at#. MIL f�nrdibad audweAt CAW60"wu%mmmrjltpqooumia - vim". OkA001ftow-unwtva". *1011011100ir"Aft W (10 WAM VOK111111i W - VWW - .Ined w o-�cwnid -d. IN 4 ft** - ta" SAM ii- -F W" I �_W-a�ro,U�, 'W " "W M^ X' F_` Sit .4,41101". **"AWA� - % onced. - 4 24 In- (.1,A-ved ofth'"wctenI. I vA Wt I,, va 3v4 In, nvar hk I." It- vwWw wvft "W41101M W4100MMMMA, MQW40111F (V ­wliaw"- VA102*11ARIP S. ON Of WAM 94 *A 9 TIN811118 2 K - 0 i, vW - 2D, t-Madog RinaboW - ~ sh.ft - In O" *I tm 1 -=w 'e=w,Rt% aw, domh in, Endimad WOW #*M % 2mMd a � 4f 24 in. W- SbAht in be *A V4 W idea . AUSTIFIN. I& 11111114w" @01ADIUCm we - Tom sk#vAQ Fe-ing spaem camoLmaTmvAsKTQ",Daacoap, mm� pacdaterm wv - " stontow A,.Aaft srA- "AV, It ft " 4*00 wrm " ftt� - 'rine, qt maw, fr� *v- WAPM WMft ME, MMWACnMM CO - ryp UWAK Fmmies, nydba" "fttakomham 11MO" M - Tv" svftft ft�ftlwdra AIRIM MrALV*006M VC - Tive SUPPM nmiAs anatam 'n' P"M" ftWA*M' - Ibided lem" - (IM!ft-, At �. ~16% t4 lb� 2� - ra� � 'aft 44M nip W _-4r W === " 0,6= 4*;= w = 40= ~ Dan, V, w w 9 fobdow "W, *ft 01015 w Olm a A.R. Of �4 01 01-1 ti�^ to 110 4* W4 id, Rig than "wour i"11T, "NMKTKM" 01111"M $wTow - <* PAIMU 811IF&W L LC - *VWW Im METAL FRAWN - Awrw MpAdo6mjAabkvtkkxyvhvhA��AFPAAEWVNPNPIMR'rAMWBXN,L,Atudtnow*06wq*,RwwAr"nvaw�ANML,M,, am intwe WLYV0**-Pk#ft%Wvw"Aw-ANML20 *UQMOWR.ftv*l-v4KIV%rcs-t�,(V,ft4wl�u*l%"b"".�df",m I" 0C xt vw"Aw " U in, 0a Aim, , 0"aww"w"'s Raw MRAM Lem wimpaii w mr, IRIA Redgm - nine, Isp, go va- I 0"Id. - 1AA 0 0knifletic be PA- 4) - W vm aft awnc in 41,4 a W4 ii-iw w i Mew awq, ai,iy� T G"a- "'A"A VAO btftfadl ftAn't c' UV&" tfti *06011 V~A/, AM t -Ann" ce Lft Read a%& enth I K Rna "a & Wfft* 8 in. OC &" ,A~ San bOMM adon and 32 0% OC In ft AW1. VWMM " canneW � *00 wo M&W'W via, vM oft oi� *ft or swift, 300 and oppot OW be v,rAni`qw I- W4 R" Ww= $TAM gympo 40 - " im dild, Tw* SM WX AMID *Daft 2AWAM D"Uhh" L LIQ WZ - VS, I,. IN& Typ %a Sol "PUM adwal - (" M 01211vak to xm 3) - Pat ,ft am DOM it am 2E tni GypeagO WWA AM UP -004 -imam w bwww ad^ *Win" -MmIly w hoftefteft, - vwnw . � mm wc� .0 0.1000 w 0. Wei own " ow1w - Kt" $- voond x" mftowqd � owa' and Mw"vo am� Sm �;w 0, Ommixe 0*4 01 *,,I. V�tw *Me k .6-4, unwo f ... lawyn, wft._� 9.w,w - ,&id _br� ff.b.da VA" _w .* be ww " ~ tovirw wift"M adi " bids ftftniat =r. - Z= *001ad of am Mai not Ik La?"I�FXT*ftt==*Ot"D"WPM=jT��M6M&aWg4?rmWjr�MO%"M�fmt T"Rans' odn"of 90MOV90ft~41011110whOMIN0111irl Wgg-.WiMt**TMCW-)QorWC�AN;,W#*t�W*TYWAkr,P-Akl3'XLIP-n*C-Ak$CXSN)G vq ,v4 fo, vnick Two V�xl ar LALTRAGUM VAIMM SMU 4VMM ** - 1,(2 �. O" TfW r, 10,10, V1,Apt -, V* t,, oki, ryM sex WX SNX W�)Cj, Afl. Q � FAX-G� P -A& 042� X -Alk; W4 hL MAX11" 01-i" w 00MMOR I � I it" 04WRAWAM PRYWA" 1, k 0 On - Y; 4 TWO C 7/0 IN TVI," C� OCX V,-V400t ON 0011313M 9 A IN CV - V2 I& dk& tM C� V -U POM �, Q4 i[ft I%kk IM AP, M P, AR, I311,91, 0,)(,% 00,4k 00t, ", 4, V4 k ti lww Iii w I;V%ACwx M' QVIen" sk"L.d. - tW 21enn) - tne an aftff*ft tZ WIW TJ *- OW ft ine N- WW ne - . ien�i idden at W94 W" %($ Or V4 be 04W im,dem, an, 8pn00q4 #Wdifta o be nand . ft a- x - a " W# . V4 M - � -V " - " aw 0 ft. Ai ft � � V 1 == =1 4 z .4- � � 14; = vadedide, an fiach SIM* V Wag r0a, am SVOi v 314 K tV& land M*M oWan meeft wad, 41aaw aftsh iniefto -wovieft, vwtw " soft" � w no ** 06m; Am Asspieft==170, .pp-%Adw.r M"i" wait"m mi�ncd task"dw .M I -V4 I. "'111p; SLU aw *Anwai a I, otat W -0W bed 11, K M *h M 11" Q"� beft vowma to 30 NK ~ Ram ft.. 25 *am I -V4 n,, k , � ftT"tS- . 12 wina ftnow owad a � 0C At a%"*- am 12 w ac in the wd. ?;., laim cannac." *06 fta. 5� T& be Vmd WM LOOP bird" VVide 4WM ftM 11A) Or Lead 010 (Api tW Sao%* ZNOLWMEASW - 7iew X -A" Sh*kw rymca a oroveon, 6-.p - jAN.. ote-aa va liaw. tj - X- " n, twak Mae- ev.ft .6th aceinim, a*- a, UP&M 1011191 RNMINO W MMOM M RVAN & StM Sam AiWeinn Spi IftV be be, ftainadi J* hm & Cubic zwe - TV" Ux hwdvAbwkdumt&040&,",Nw�ommabhwtow3wmlvo"&,&NiAtmom*wmsWF4&oftnwn�PAWOV-�AMML�M�� am ww" SWVU420i " RabobawRikAW , MWAJL W 40_`=��� ������ , Design No. U425 8XUV.U425 Fire Resistance Ratings - ANSI/UL 263 Not amm . .11'.. I - � I ­­. .. � . - .1. I I I I I 1---- I - � � I I I-- D"go/Sysum/consbuction/Awswinbly Usage Disdalmer . Aift.w. 11-ing 110.6- domaLi be -.*.a In ad-. W 0. pit.m, .�A­ft ... iM *. �,awwff­ .0 - ... M cAftvad! Pali SWIM:md, pin"T, dannow, OW MNWIIdL Noww" Hao.g JWVGMVM ~# ke campoew w'" 0Av%AAvam - I- neSSIXnatibadenblift end W*d�ft " Awft1oom bo khe demar in,bonam, and hm bacri imaeftened M �L ft, annanama V" . =aw.=wft Th. mw~ wwwwdba� 01 -to."" mwama -try wmAaaI . -,A. .-~w Ir ift Acid, ,w wirkr 4 _vanendmo ft itat _440: fft lwftift-m 110 ft toci*`601 pa"Aneow wOnAd" I't at Miami, moniftalw law far ft *00, as" or Rifenbo"Me aww"Vo " www 0 ~ ft veftniii 6.6* womwidio w "m woonat ,aciepy wd each w.v 41 owwwNw, Ties Genic ww,.Wm Im.do.".n. �.eq aw,wnii A�-N(s 04 w"MaR, .,.= at Omemadim . OW p"'d.."A6 am, (10. X.4, - -sid-A CxAi*� . - I I .. ''I'll, -------l - - - I I 11 I 8XUV - Hire Resistance Rotings - ANSI/UL 263 SKUY7 - Fire Reisistance Ratings - CAN/UK-S101 certiflod for Canx4a 2Nfi0nI141M1&w1Kn=wisb&M Kokiiiii-MMUL Design No. U42S t -O. as, ;owo oft, lift.t. W00% 11100AW Apoftaft For ftmoury To rim an bftrw race *W, to" 110410,41 4 am 11) 0-01ing wafF *d; - 10/4 t*,)L, "/I te, 21 W. On ninew 2 and 41 ;= = ,= w7ft .0 Aww" New0we JAW -00 44� vAtwidies ft,ows ikewi ,== N. W= ,Rm,4:::= RRt=U *040WAtem�a*"Ama,m;..*.�t.,WWAWW"- owmaiadbowswamu � Indicat"aiRb pazoacta *&us 6� them w caLecatifamm. KxA& kv pmawk,06--eaef" t1w YLw cuLcattvicada. 4-6, at can.ft), .M%mctkA*, MNVAA - fi,animesumnakips � MWAX = INTERIOR WALL Hon!;PLI��kt SeCTION EXTERIOR WALL - - - - ( FIRE ) SIDE "RIZONTAL SECTION Immme wv,um- FimAwkdanoRdibw - Awimm " * Y_ .. a,. sAftwevarraLvenanumvTo 1, U&-I*"PM a`wAn`1"-- (%A le-) - Wh- ft0k-d %I W-1 -*mot -0 Vi.lv� .csM .ay b. O"ftd w on" or Mo MOM dianivi tratme ataw am* 4; #*~ in Us skew 0 0 onfinjer a" #Ud iw yKefft, 4�GVP�oftf#*-AW&J;tWtrd&ULOwwoON49"�a , am spalWasaaw ace ia0wDp,de,,&Sb;, ANY 1114 ft tIOckauclinabiliad Q"mm "vo mobvAidiftiarwOeRva p8srp;adm,*x#UfAUq;pI,wS 4Y*e^ InNind becAM' ,ft M C.WAMt.� 14"�4 ft 1. 11- A.00benwe, Applas,,anikeIi, �om pan, to� ",, at"Ifted' CIA- In - -1v:;,-%.tw h-,� "ne, svoiolw bw-. TM oftio"Kn *14 .; == w 4= .,.,b. qr 40. ,'� , ard 2 b, roft. " - f.11- I*Xlwo,V&W = :0=:;_"w=. menciar wal. W_ cwa*!�w tft ...'ew. 76- Nkcatnkv " 0_4 ftkftwmbn . . - - L 3124414"041, am C0110111 Tftcha - Oft &W-) - Tec W4 ft"= US*A off e`1`H 4040111tift "t wam 4f at" Monnba,* -in ". 0 M M-om ln,-, ft- b- ." w4d-) ~ a, -k, sim, 20 WaG <&am in. ow qp� *,w 1 I,w w I z winae, -N4 In, W& III) ae No. 20 MG (OLMAI IN614 p"Od iinad, flied IW"4& 4 W" ~,aid ObAftienin beciffican Mat anedc, Md N - powit N$M�W" %Nh *X * ftvl wAft 400k�ww WAIA AW0,64 0 1300, V* wit" 9weneoft 'Afth ~ 3 I*r- W Ift, #** 1z h- I E==:] t.kww* *.eeni Aim fineve, ~ 2n, in. 0"_ I 142;i,,nan, W4 In. ftdc Z fisiadawde - "n a 11.1)� widv� ft. a ?" Mam in,, win bom Maw McInnes) wnim pindevise t*d I . .... '', f=ed " &=M" win " maw mwo Of uw "aftoom is, ft pew at we "Man &MO% Awarnoaa wanou" t" MoLanaftwka - 0cwnTm S=i ,=M It. pAo,n- T- - stw ww"N' M dexic" Aftift.,J­4m � ei-i-s "May brtw inag 0040W ind"Ovait takd dwip, foad0bmAwda, 4,0 be " v6dAedby " aw K"ddw0ft,wwv 014*w, we Ni -w thvnqk�ftof NN opmenobkoiftwaft4w,oft. ,,iw mwtgm *am w 0=0 26 if, oc (w 16 an, 0C alien ftm ft is Man. "45 w0ow to ftor Wi M" 11418M AR11I1=1I81%WWXCD MMQW�"W -- CKAPcRM% wo ku i", U,As 1-7w S­12.baa ovi - Mo *I*. 4 owds ar by .00m $I b~ aft.eidoft 0.40" in a.- noth wa am apinatiftekAn, ?A.ftOntMIft.h�.1--l- ShAft-��16.,.fl*.A-*.'.1�U21r,..(*�6,20MCitoAM9�m,mk�W. mum wwlkuuwmt""WA"XftulLKL"cd ()ftkli�qs"OW4 ­�#AjLs"?4 in *4 A#3400��Mot(ftdWWN~~Aftftft"*OM#WW*bl�.ftho*"W."00.Cl,he " " SVOW$WA$MtWftDt$W.tCO*'F�UWft%ftlVtWftMOVOMAV�b-po*"UWftft,ft dmlr*W�.000,4,9"wkvv,poEfttv�o.t..W.,Omvr,btv..,4,d,4tt.-WAU�plwdo*44w�h6" hR n vww ap via V,*A " dampa, ami ii,w,mn ww idw# am ow an"wiftift at An "pokinoot iaw am =WrAwnmowmwmct�� - ow�Rno sov4dmlftmw*Ad=gr*S§"PM*k*$WwAtw,Wg241P.00(wl$$%OCWMnkvh$btsuws*, ft-b-0twit.dtift-and ,vu-*..th-o;.P"T".6,12~--bm�".a4�.by-�ftd aP 6^04 canindidAM 11214W" 3A 0021ndcM WM W AM sOWAMOWn, UMMC eyNal VAW60d;M) - 0MAUOYM ""?ALM-eaud W#dabmjlm&t*-Wqwoanii"&Mff�NMN WIL-2m. q wAMdkme,wA&wCp.Mv&-,ft"*dwi"EvARw lanip-macii WOWN-d-t"*'AyVtwqo,MASW"MMB%bo.owhuA%ww=NUQW=n"*W�ft*�*eWw*&�picro-MML.M&�. n izlfh*A% A9NU*iE1i F,e Am,twom"nia � *MU- 2101 coormvuftL aw"Anaft snoDixam OPORATON cia� L& C QMMZAwMQwjw - uwaibw 41110011WA-ftCOW 31AIIA11111114 L L C LVOLQUIdiiiiiii - COMAM7 umoswt*vnnmlwLzaaumbwm,-&M,stllm HATI(MbA. drofimcc LvNx2nKaw,jiaj - om,gmi 04010 11110421134 MMOWCM L LC, 01111A P"M WOOM (Mm ComPUM2 - QoXicniipt *AWL am 0 A wiftAftcaggla - Cgw&317ft WAR ffff6MV*MW" (311JUM0110 CO I" Was QMMp" - 0M.RiVo TkM ITIMIKIN 141011RIUM PM f5figer Chomfivalivel -- 0MAVY17 LW M WAYM RWW # US iWan. MAWAW-bial - C (W, 913 It 411111006111" ZAWAIW DffWALL&LC0PX 0ftMtMdi - CKMAU49 UMMUMOSAIMCVMWU@MflCA - aM, USM 401� a"- 16-1) - N- W4 K gipen, bm1d.apIW -MoWit wO Pints W- twy� fiene'", -­ 09dulds 04 6:Ww Of INT" And wtkn ef 4"Vi 1046 tat ow, I it ro,v m, Si M vw thala. sbov. OW VC - Trm Ak r- W "--n a LUMCODE 10=90 XT^TQ* 40"WAR 40 - ripps Ait, P- 4k, V .", . MYRACOM OW11001111ftrAWAM O*YWMA, L 11. C" - IWO WVXW9 UM NIMMO 0 ^ 04 C V - TWU Ak Vi-Agm V -Y-% Or ULT1111hMM 46. *MA- 1110011- - V. � 01 -ie" 0 r� 4 410 44) - Mn-, $A 41, " Wim- Wapk, wo ad,en,c iRim, awad)4dinalaw, rymse, oam" avow" to ftwm with I ia. avis ",a head want wow mala,vtanaimcc, wftlmgspnm.V4m,em4lp,t�e*w,eApn(mmd,fiorU~)*U�MrMbEUK*Wbyftdt,w*q� H.Iaanbsi aep Aft .4 tor4mina bW I.A" . .===,,,=.-..-,= . H&COMW tfte)bft� 0,0 hWtw%W but W. th =. .00 4 $2 E. GMAQk%-PMWV-&VMWP4 LLC - G -VA -Tp. X, -0. O= MAT11110"Lafflawiften - T�w Fnaw-6. 4r Annanini &""p - (A. "ift-Ai W imf­ 4 ft­iih 46) - "L ft Wdt, 4 & Wde, XV. -f-'j.pidind vW0001ir wit, wo qvickow a desciew If, ftw 6. 0110TAWFUDO"ambid: -,ryp. snancrx OMMM-PACDWC"WMLLC - TVPc X C~6,000 ftuAd Daadcv�rq Sinai= *"Ad, VRAMvbmAmwtwvwAftm~mwnw.wwompwaww�Wfth'mQuamwumo.rmowvxby.*$V.Nap.�mm'JL+M&.. 4A ww2m wNum. " Rd"aaceftnew, masban. w Kiwi", "WKS - typt -No w W; -Kd sw AWN OPM*TtM LLC -Typo TMA,neviftndh-A WMV.q:W, � Th�Nw-Cl M 96entaftWAUS "dffil bbilft- - (*Wlfak, IbIPA kift S"W - $Or LIM t)n r*ft 0 t $1, JOW 2 N, Sy8d­g sith'm qwwbiam Mo" itedw" , 2/16 to", in an, vs w, 3v* a. 6, I K Mk*, V.4, ?M 0. v4ft, Aikined vaillawy ar =00""Anva ,ft L pwww w omw me A� .ft �ft W*10 00,peo 41 It 0 = $= 0 = ,=0 A(* �N tw A" c;#aqq0 M,abar; apag" I,."" of S In, =� wh*.q Vt%400 L-WW,hm�twwwroe*4#rAlw*&Adwfmm�-,*,I-Hp*t'Lm.4*t�oo�awA'vwktk v~"m*kw~*nin, fat winviam. aw"ounio"watudivairwAoZonctwit"b6tw W M 9 r � =$ ! : "tAW A In =0 I t Af a W� F A r I. M 0 r II(O W k, NY I W ftft f * �, W I � and a M M 2(4 J. ,M ­ .F, 8 1. OC. "M of WAT=UftitVPWMCO-Tymogmaw-*6,,P�&m.l),*I&xW"��wpvfffwsmmm Mumpoofteam.ftwwmmao-.~--JV-A,NW,Mks"aw�-f�w-.I�ftm:,t"�2 Zk SIM I khm 4 w 40. Utev 6, Ymh t Imn% 8 xtag ltaft 91 Far anoftv*% ff� -Vkdiat I iwk tai -bia of #"*.*I" � 00 4k# We, 0 qw- wiowii (#A- A W 46). Moan *maw- -bram MIh 9t. I'M " F -M w4voit-ft manaft" mewheo afth ii -4 Owes epow 12! Imn" - a~ in him 4"w" *c bar A,40,00diew. I.-Onwoni, sftft IA ""nosi sa be ~00w N 2 lmr� WAR, Rensixor "Muntoo ..'A am an M""MtWMW(NOVP-.'W�k*"Eflt-*""W4**WRMWVk-�4ft4g:zt =111,= inwww. ". p"POONOW. of dywe- 0"10 " to k."Oad "I'mob U. -W.b.114 I. voe" `ix www 1. 11mi;= lv;r neeft- iardit, " be ;_mw by . navnanw�, W we i-&. &wa ftmene wimollb In 0. " 0= ).Oqtft~oftorft.42p%lwvuk*wwdweo*ayw"ftmmpk"4w 01", WOW ""dif 24 It, Or� fift" 1010011 OWN AtWild 0 90 Oft V Aft *Rh VA?4 = ""O,06.=VWM4U�"IdW":10?�d*N�6ftW�*�"AWOOMCk.�t.WMW461*hft* OOMW woo wo'Am to ow :R."Aft om-_" 101 ft.011 AvIt" And lowkee smod at A in. CC " the OW-KOn, =,:"* ned 0 In. OC in ft li"194 ft onno, *vw t�. $131111ims =11=1 ft::::�ti. .60,0, 'IwM4?A:=faabw& . h="inwc . NA rw am �w a; .t L1. *= Oman, I M - ROW,W P40"bWN, $010000 "W, 11 Wo eft Avittkift 1�ftow WA ftecanswriaw. - (00", AW sha-) � vftw as vi Amesmiew IF iwand ad !!�M!t� " was~00 'It. Wag one p(th. ft%v is$# "MO awmaeoddii ww ftcft - __ be "64 ineffier to $11onks w t. K) WSW. OR 7�-_*" T' '�'�� L 0 1 One C=� ��f', _ ""d "' , - A- " __ - b �" kl� _ ace _ V _;. C.. , .I'. ,= ;_;_:-2_._R_-:.`;1 ----1::__::7H-_7_ il-f.__.;� 41 tw"WA ft"entwo IN"104nr."- vinc-I _*04 ft,,w � tft Qvinaim "we ft- 41 lewo sch'"w 2 Oft "name wim"" w " lww.ww ~ a. -diewu Dealt MAId 1baA 4� 2 WA 000V" I* I* irdivil" hopid~ty � ii,�w. a- 2 wh sudiond 42voph bar &piemn *Mc! " ft Twom ONTIRr 1* M stami, 04 rtx�-W; ecra- W�Mdvvl Is, ft reantina"bea, * . - W_M 0 �4 iww = Im! ft� 4 ftdclln -0 -_A*w -0 in in.aw 4 I, A. w .vftftb_'v -m"coincti n*A " pww aw�* m0bb0fow. ft Z ou at * (lax 14mw" "am or Ad I). M AMAK "i, Imiew On L AWY ftn%d Vitt, 1-3/41 RM imirmewn w4hibit Random MW a,meR sk a -R" Qf Z4 in, 01C, WOV Mo -WKOKWM xwww aw-40" OR M . TAI"Aca VO." t1Q. Adhw. `)1, 4aiipwiad 1-9no pm= W=;= ftr -DWA ,,Z.r-t 1. neb-n wah, � be TrWice, r . C ARR MmOW" newel 90miciplon 9$w4am - ftft* .w,mm wew - " Gvv� wand M.. A 'ed �,amii I'a r �.ftpccia "b'Sy ML. b_'.." AmQM am Vaccen, a", 10 =%ram ft ;�*� bOMM r 9 r mad MAMOV Mathied 1111knno themiamace ma i2vieurn ft" to tft swow Swce $�w 1, Mfg linsam" xamn" bv tea -AftdAck,Ai, aiie reakeAs. """ A&a., 24 . ar� &.7hee Minuet ft st foauawd an iA& I- . r=r*40 w �mou�ftwwwvw,iew=*Eftote�.WAW,A,.".�ft A 4w == 1.0,0 VA04M 116 *4h*h* Oppi j, a cnkmi ofto , 4jOft ft" aid ww� 3** "wearn in bemorn pin t. 0. wi,� 1:�aaad = pm wapmewo w*j~%na few *"We' ft aww"" VAR 10fivo,va" *At" - Tmiab --*,v hank, -4t it* Owwwn fi%vA fth 4. it" bftusid fth"In!"em, IM0.1600h vw Iraft" wft. Mo tl)W" of �ftwxhft A� . amw 4'.0- In" v .r ,oanz �inwv �".,&f at ow",w "*dAv 14t row Von 24 fww ". W"o 0,010i "dow 0"wn ft 401P,04"A, ft =nS k�- IS'- *W-(ft.*1 *­ p2&=bOvtA.Z=Wb,v1= W,r ,= " =V M 24 w Anywc , WA&ASSWI&dAWXk"MWO�M$^*)&W�NMM ap­ANftJL-2M ?9 UL 425 MNOW Mwv0=�r_ftnna_&fw,&,aisA= mmusi,vmftw,w - "^wtin, " TW& x Qi"_ fto.v 40'. wal ." ft,~ Fecine. and Accenem"la.. - 401. -.&-, eft te ft.- 4 ft,no .C) - va�na,va b, *&, 4 ft wak omft "or" vaWsw and ab"" a &mvw * Inion a, MOM 1111`412112%11011 paccum f�t C, fflift M44:0 ww'114 - Tyc� Q"tm.% R51 4t VAnt." ftMftl P'MkW ..4 A&�� - (A. - .ft -ft M D- 4 &-,*,M) - N-imi, dia i,, W&I & ft .oft iw-epl wokm "alk"111, W11 ftnaw an &W~ 1. ft- *. maw Aidn"A mciamm C t. ic� "A "AM aw - -Nm qaoq� -%I. *- ftmn- ft.M' - (ft - 01-06 WI0 11,1V" t'V&;n ftn. 43 - ft.. Wit., V" *;a- �4 .0fte ARWT- Iciewt .? %? it W. Int -,y V-4. 3*w -f slaw iwon- baind dne.biw m ft. &. iw-m *"ft " Us �wft Oft "kad ren ft MIdni 00 00;ft " $A� %yo idwow vft Idenew%, as wafted &I 9- e, .mmd,1A K 01- *.b. ", =1 IV" 1. leyw ~01 Pa, ft� 4. %"=$ft om"'M - -rt" nw. & *"M EMM" - rot "t"w "ns, w a, W& In. %& cilkaw w wevicipm anaaft Open afeRMAD 0010 wrthaft wid RUO -W W MO and nivisir Uvft vft 3 K OM Tree 5-Q ia;ft feW N"m *MW 11 in, CW. &�zft Auds " tAid. *,e a r- fafte" imimno 14mocs.re " be even" - ft wsmane, &.0", A. 111111111000, liflit% ar MHO& - 1vooft" Achrlm ft'N 1`010. W& �r� Or &&= wilewhad m SCO" � = *Kqm.g and WIM" eft 01014MAWS; at low am ap""� ww a .M 3-31- . brm, =. fn.=0= Wene, win Awne ft appinnhw .ft ondwont � *Ww hoe, "", " , W 011dS =t= WitW Wel do 4%hftd==ftWft=,�aj OW,mil� b.A* yfi� V M, JIN4 K 'VOW Mo KOM (ftm I" MW be WWI b. tkfttw#A$M vinikarv~ - VA Or Wt in, "kir. 44,1411 aw bim'do, Aftadew to 4" ociak vine, waw� Sheathing A� IIA111 ft MTT!�.��,rom 1"we, Nowd cond an*", Amow a In, = saida lia,mid 0; zkda=::�w 10-01b. '00, �*m- vain"Awain aw1kow CD - Tv�. om � F*.��Mdb$- Pline -r.-& aaa- .dinp W&r," e,,cmn andbae�,ad de_i n,%P.104 d s I I I pawso, - Send -Iry "N fteidiamnevir -ed w ineming _mM, 16 awdow *ft hAwmwwl$ `bwA~`dw iftsw1wintomild, AUM, WV iW A0000A"O XW""MF,* Ott . leaned Swo.t." Sh-i- I.p sming - AM Pat,# fiw,*� ftu,$.� pty� WA - '0310=4 ww. *a �18� and subdAm "w .w.1 w *9 I 6, AM stblIom vxi� us, mlnniev mift.14 "10 -6 -WOM domt� -fty, InuOked, vnx�w .w kv odm, r.awkmgmoft.-iNash-lo-a�.v�I&LU.�m ft0k9.q%pOwA%�awkmft�ft "w- &,-Nftv 00" S) W� M as hiftm- a, f&5mAd`d Wt" 01 "".."am a AMWW� O4 I.. 0c, r wet"M it.ewi In fmatm _m,b�* .0in I -VA k., 1.14 *6 *Y.w v- 011`1410~415400110"la" - Tvw fac-49. 8� Foxtamavi- filet 6-4-4 - ScAmw,ftw ta� 0MV0 owmi" k% WANW: mg-vasmad U.V* hwA ~ *" Mw, bound L, *� a 'C. 6mi 44ye, -ti,va s� wz * a K Ion #w q2 aNd so im wee "Rewids and i -vi m ing f& wA im thick .0111mv. S.-Ond Lwfw= 9111 by 1-sta IN. WS ft, V2.1d *% 9. *-tk "Ataftwo a -v* �. wq F& V4 Im O,kk w0lwam. P" Typas-12 by 1,710 " lani 7. 111MAW "A ek"~ - pieced in 4.0 VnAiw .r eb "WO, -Vkl MAY - A" 'A town, Mw a, 01141111 wid UK mdowd 00i W4 UL Cwticow, kbewtv a bs PA Z=9::= mn,pivaiti, FM IbA neft. $64 WARS mad 11140k4ft" (MZ) M -01V ftr -WW Of 0AW1W OftAbfgi- P. MW� Skica"" - At 4� Mitarn1b, ft Saba and M.,*.M Mo. Y) - (10tApi, ager. nannaek�) - BW*y *WW NOX06 ff%ffivA& Tft ftav W embed Wei Woarft car~ to: iM ws,kRae av�ft exam"a vAdkeft �wl . ft. 4`.b__,k_ -1 Mr -d! -Fth t4- PM &- -0 01 - - � � " 4�Y cf Z 7 � W. M� Aagli$� M vii, W i 7N. fEw m awneii -*-& ,esw - a&-,-- -k - 'wnimt &Y 0 -ft -F I's wit,, 1, .A��_ win it. vogwo- kwlvdim I.Whw *fth O* ow.fam 41111111011011WIR111111, I k, C - MT.35 & EIIS�*S� IW ­ Wth �� -Aq, K,cb_o� jMys!k0 .,A pa;7M,5 _ . I. -aw hw ft Awftki enw. moom,am-lar4to4k4m#A"~*ftTllpp" �M&&&-Ivft IMMM =NfAc1i F- qw.1owfl4w, MASIX = VnVOM k" -W*ftd� *AV* -A WOMM IMO f*A000V W 0 � *W.0 tf U 01 43C vm,t�"�034$00w""Ow�n*�4MWAbww"�ri"w* .hift v4pInniet in bet"no Doff" M ft TAwnce wni* W on awnsimmea 004U.,aiww"Ismn OM(L AMIT" M01, 040twAm - hc-ld Vt Inch v.* A"tft vow, - 110downim pw* w0appo, obelitivar If" M ev qw Cwdftwm "wh ftr jq,W$VOPM qR;p6.rjr# tpA IM we" ftnvia,cina (ahatkinift.mkil6litinramit", ' a talk an Md' -11$ . L I I .. L L 11 -1 I I I L - ...... ... L ifttha. 11matim ft" 0 na Lt tie Ton -vanimmae & - emea-ft's � . madownr in ft. camb.ac ft" "ft I, laftif clanne vW "dnm . wftftd t- oft, �aamw =UL r ==== b� im � -,-* ocinm be tanetAwmad ft 6. cmuceoi ant ft -ed .vw Wt Fall— kj, UL Pa.ft Va 1001064ft. At Ift. �~Q .Mebf.ld . V. *Idi- CeAnftAkka 0.1c. -Y "edind " 0. AsW" *.WW-: 1, Tin, Wft 14&AnXhiV,, Aawlftibi oxdb­bd%� Oamen*, svdftwni� *Ww cn,ofte"ft (Fhw r 2=rAft I. ", inrobneny ." in & naft- an, "111cadirs MAnai!. wv" w1v .011110lation Of theaw tw4vied,010 Lihe"Mem, ften am ImIne ciewimium 0"dippy, wen Pe'MMOW ftM �VMWA Rowan, 04aw* to me *iAnicsW ruatemd, I. U44W, ft Mw,jW Ar,cendai wAj wgkRe 4 mprftni ,,%an in taw fol"" ftftdt! -0 2ii UL Liz, AwA6ML4=wQ"wyftM%*Aftw)1MAw %w-ANNAAft - ft 12hy,ims awVILwin- P_ RImici-Radirge � ANUM, = Y& nieW, $1100'"O - AS *n 410AAsaft tR 2tan'? and 7A - SOW 00W isinAaw mepio, I" ;qw in spiced wft "at. in wftoat" so ti* emikiked'o," �, aw.4inea anf� Ve *0-40M tmtn�tbaAa &O*d lean tA. 0104.1, tk.*w d,j 4.ww 0 &SA IwO� 0111-11MMIL w ve - Cotow", )AW00- X Flaws spray"m - ft " anco-oft w "ft am 91 . W: ad 11 " o1A . W -1 VA a W f A A t I . . n timint . " v =1 I .I" 1.1 � .- %_== _== in I : �, I . OnOdift 1'4 ftfft� OY 4114tr ShA be 4,30 *MMS� MOUNAT30011% gawow" 0010, - cidw-Ax. 7D, FNW, SWIFINK' - [01ciarag - Man WrOaft W Daft sM Dideaft (inem 7) - UM aA*Rd rAmM "W i-,naban, T_ flOarw amead � - t. nineiammy Ad ft andmad cavoit'. ..-a- � ir. nDpk~ 0-A-011kne -Wiad -ft" th& iaad-d� S. ftba,, 3"Ited =AZ4, AMM"M AVOCA111110ft MANWACS002014 LW - rgo Rackiooen & MaR Y606 We CMAIMAffind - (M ShMnn) - ~ W V011046 &V AN ImanbOnd Wft W~d inipied In pea meM AnAtiet - _.w heede .` �w awl ftefooked ow 1311.11 � - *.A, ON600400 01 fi.t kIm,.( _w"M - .3 'O'dent VA., kftw. 9, t'-fta COMMA - 1001..M. W w -en, ft� *90 in� a.*" ww."M-) - fta.want Nft,q .1 -ft ==.�:lr�11-1110.-=,.,,."=-.-.,��lay . �*. a N K 0a Rnz" 0-b. eaw� . 10- F44ft" See~ - W Sb*,dt -W � Wt" boXk � ft t,anad m zw. sA - mey� j;,, da,&Aod ooivw��rw*o"*rA~tpxmfti"pommmo*Wd 1vnwj`t4mAwAUftiimniwni;vA#1m1M0* Inw, Ankil"M I In. bir Mew il to be "Infaind 101new t""kite" "IM Ot 04 ft*Mw OvIce and &A Inner V.10'. 0 " WUN ­Aaw. 41r� ok wtifAU"111116"116*3010 __ Ty. 1W.0190" *VA" alialm" Mew AM TRICKNOLOW, UJC Wk "~ arep protoofto - (01030,4i. Wt VkPno) - Foamod plaft � "w � owim aniiow4v soft *,*A ur docNim needs at Dan= of si, a" bv.w bui, �Oftv� oya" " "M 4 0"" A$* r*0*0 I" Y, ii - wftpc*wq 108. ftxmod Pa~ - p I= " .='Aa A= K xv 4" ftdown�, Mix.%4 a *� W= = v 1:;rt:" w4h BAYX 0`6 I ni, 00W. V= kems %, S'. ft *w ne, An" a"F02 CMP - Ifineveaftw ft woo Imxidnayl and low'"wo PM I W*A hvionkm, VARLW,l COAVUM 0 VATMAnchubinb1niftai M - Tyne R2. stomb 0111111011131101110 SIMMO 041ISIMM CD IL L C - -R-W- CU %� F -A. W4g k_Ann�- - -R-,"- Ca G_ effloorw WIA V.AWW NUW= Mi - " Xd-CUM A. XCI 2K *M 07, 'Xd Fa- NK"*VM&TM L Lo - Tilaw, lu,ewa� M-=C�, 1h-,k&ch,w,-,xp, w0%Uw.,DwvnmAacth-T " D -O.. -W3 "HE QM tNftNMLCO - -,*. n- SheadnM 7*-- J*#n " bww-, j,e­ 4-y bn�p j_,.tj.,, = ,= 14,=Tftt� *I^# MAW limievint, =OZ1,2'aw , " X04101409 I , "== Z'Thwft a lim"Idaft lna�wwk� 1?w-w ftw &ft- new (Ho)"pw Ao-x- = 11.941101111 Vieft. - poifftenian,nate cw.wlw (- 90RAZWO, .an 4a)(1- *UY R, me .=*111.=111V=1* �1.. ni-l= Wg#*A6MdWM**M-Ar~g'aWLMWAFRWMUWOWA**�"ND4MW*W"WftW*WbW"-ftW--NMUL12M 56 IREVISION SCHEDULE # DESCRIPTION � DA E � PERMIT SET 105-24-18,1 -_ DRAWN Author Checker DATE 05/24/18 SCALE 3" = V-0" - JOB NO. 15-055 _ SHEET A911 _ an"wel 111101014MIS-le"Ravissomiket,w-Aftw�00 -e _____ 0"190 "a. U415 axw.U415 Fire RosWitanco RW"s - ANSI/UL 262 9%Mtiftm .11 11 ... 1.1.11,11, ................. - � � � � � I � 1. 1. .." ... I ............. - .1 ....... � ­­ - .11 .... � I'll I ­ � ­­ - � � - **Won/systemicanobuctim/Arsonbly use" oftdomer 'AMPAII wwx$ft W94niiwtl = . A&M -ail. Himmo 11*91dille thi be IN ... at" 1. All - .. at 0. WO.W mail-iffift ONWAM M. iraderme. .0 - .1 U : = am mvwiwm ad 0110M VMWA4"A 11=1 =='. == 0. dolairtatilw~taid hmm b- Imateegiahal " M AerdempIamea.,ift weis. The t.ww,w eatormothat alimin, ~ wimew ea," weavow" -,~ *."Iww Iri " fithilt, . == Et is mm"m*ad that few wishar er twasse" be the bottom WAM AMR wft*W It, so make wlow� "w4ft*Iw WIN ft" ft *9101111 v" of lift ft%IW" vs"t$ am oodw 10 on" the Ismv row profflial me tal sitiat off antaxotel". The *,A% looveew" i -A40 tipwri,*aItedemailgh oftervato .eiawal' .4 iefeemeat . 0* amd,aftiolli b- We $" -eximakweal C.'"fitall. === ""� . I WWV - Fire ReeLvitance Kwtkw - AMSXIUL 263 9XUW - Fkv Resistamm Radngs - CANJULIC-Sial Cwtifled ftw Canada 50 GO" kamwam ft ti . � - - ­ __ - __ � --- Design No. U415 July 14k, 20145 044",Wt,v""R*"-Lxsw*w * Utilities" 000 pm*wft~ bw an 01, WtUL4*wwvAm Mo* All 00*4hoftm welawayllim, WA ULW vitmonamwiteme, (*Wis. 44 011,40011 M*PRVWOW� S Sv:i(.f;nn A -- I Hr. , I WA"Iftm,smmk"m"bv~AMAMMEMU""~�m"igmwavpouw.mkwmwm�a,mv.-AMUL�ms ... Is IMz2ga wMN'Ut*_Fi'.swammaw*1ffRp�v4w&MN vivepoft -0 sma ratt� beside ft* Image, wide, 2 ft fita", taw am Role Imeate, thim, 24 it,' ac, w � ow" Za, (I', I'l 'w am "" At 04 � at Abm 0 -P - lespedi .rlii,tm 2. saw she" - -c-tir. - allapead Addii, AM Z -VZ I. deep CARA 4 M 4W ~ C=' r 1i mv, XS KM tdeii�;w WO ""' fteado 30. 44, 40, -C� 40 te, 7 e. ..* vi mool,= I. V", 11.11: ""' #hiefi ffdve�*�Wft heiift Wed "a *6 1. - 90 erm M timea J* IN OC mA,m tods, 0. 44, 4,1, or as are deadI, Wk, Ishii Afted. - (N.I. sw_� - 'ir � O.Ow studw �Ratvw be* iz bm%, I. id -0 n:-ial - ehemei theat (thir.aq vC - WAPW #1fid, *ZVA*d U*WW east Vald � 111" & ftealorl 12 IM GC, F&VkOW fleaft Mat IS 00 (Man 20, MM whale, ill- 20. 4A, 48 . 2 it load) pD, idboll, met 2,1,12 k it.* Ciii 4 I, thiliest We. fiarvellubm C a wad), 'aa W, JIM *w m boo IV4 K Ill "W Iw I III 4w 0 *I" 91"PIRIM hsar W*$ call, to "" 3 VIM Real a" Pi to deakv heighte, " I-,** alimeti - Meditate, Not Show,) -- Ii. � eft **A w dtiftift war MOvile, AfA** li 4tsmaka few"hat t'" -h� = .nft .:�=iot&NIAOO twelismally, 04 mal"lly a Mae 24 in, or. Rw-p goal Of os,w* '. 0.1'r "A do Oft W *30 'bra"N" VW t M'ift' � ; *"�3/2)M"rf,WSWS-UPWUM*"�nh=RM"tW��M,4%"DW"tate boUslaid ­4609ty OW Ast ft be �vod With TVA FIDE -6 Wommii wealboaro, Ti,aa =,LSG <ftn AIIII,Type Adw f1ore 'Qgj w wasimew; ft", Me (ftm 7), X -r vk*Chxama�s-P�w.vAwtk4,s~z�*KW-0*000.OMSW,swof,�ftdm,4**to,d*aomft esehave.) to each MA witit I d, " do,== food obe.1 -, $w_ .1eveliter limet tap ;=_=1= at *M stud irsessaidw, Fwmq warnwIr mot It ft M 7p, WIW fnm**ft-b*W - festietwit. N# Ikieter) - w 'M ." sidslat a, steel lat", wavots, F,-kv tw­" - b.�-,Wt*b*AmdvMTMM-4%,w-wtlb.a,J.IVWW (avid ai't" T= "wimem; . 0. (31M 46) w whiftelphtim 61i will (YAM 7): . ft'ses aiddeasigh _ lemmed at ped, Z§ MS Ish, dal Z.g/16 lo, dir't�al aa� Wda by ==ON" OV", 24 A, = a0latilmigifif to eiWils. CagAR" shoft" M fto 4% taft, b� ank!"ein be" '""1011 aSI&OV 15011, aad a"dw to 11"wei'm dmm" ft ftwbw �" PIM 11. 91 $�w F-.ftmw""- - V#W lit itz" =10"Irw Qhm w N at,& (full 2 - 'w. cap good si 24 6% or-, and mared: to *ft Ill III, x L -W I% ftriomm sal =t S -U a" - 0"'r I.. witegar sim"M tharai vne nagaft vated ." str-kdwf.- Wh ,WI"WLI.f�"�$=Rsr-lcz.7s)d%Pf.-.M 2SnI.'e,'.f.d:7j=' P"W111*110saliassload,ttt - IVPW fk,Ileo,j� RS)l (ZM 29, W" MMMV* ftWP�MW - (Qobaftl� Piest ftWA) - InUfflAg OWf," WA VtW I'M13ft MMbM at diftebled boated Lr==Foamed of W Z5 Mo 9wee, diesk Staged 24 �. CC pip-devid. . to shall is dim4aw I. Overn th &ft .0 s*AMb. dillsonaft merlappied 0 �.- all AKWW Peot"ea"00111 ll "*to*% ekb ftvz ow weirs *ft" (2 ow -wo, I id, wid,ijet'nient I* adol. 2111plaft &-" taft""I admimomm" - a, oftsift litat" Channels O" ft am -ow 0 xvo -M sil- "'no www" cast -'Kywmmwcowsw -upf2t�,ft�wo.pt4wo*f*ooch~,oft,NMorri 11hoemst 4"),litealieweated idead-0,00twithavoia #(-'*(.qor.Mat*Q2;. *- OM ew h. swol I'mmaitill, ""bow - L440 * 4#40 III,"," Vale" Mom 21101) to -W$a i apeadol h', M., Its Meambor to ftw KMIR fail * . I -w It towl wymeat - 0.0.0 'o.w. tell mAtff*A& FaIriat am fledidet Athed Dueo. clad, saidow nuumom wmrww - sisfiAlow- 5-6 tistehm, clip -Tylet ^am ==j==w 'aaei;'L*%=3= - to, uIII Mo 0.6w . data. thy - Net 'A to t*M Vft T.4* M,C =X=.".2 . w I as ON" 401 lypit all (ft'n MJI di mitionbDows Wow wft iftem 0): t"'W"'Is Ch"'W's - "gomed at Me 25 Mo ggh`dsaa� 2-2V6 K Wit' to " `d'A**LL'% =1t1-ftx-:Z=10=0-=%a=w =1="0=-*= a- � awaw pramaig, Hembiwo - vailit It ~ f -i iiiiamda* t)h- 104 ft .t.de (ft- 2 . U .L.0:'j. . 29 IN Ot COMMLIN mainvil lat ows, With W S A I- 0 Is, ;ft Iii-a'Ahad agaver, bastion sat safter we"iffed, fid"Ift aw"wilk am Mo" "Read IWL& ,Rlm. ftn" tw - TAW Qww_w 3, QVIabom Dial - Gilimon elow paral eam I Im Wt*� 24 W. at M m (flar mom owl .W ftwi ac I hi, kwv iit wrislatchaterowtibeitoadewift, Vervaim "w~w m­ia. pardmew -C�w ditte di,vitilippaw,~ the, I" V4 I, lew of 0.0 -I- wvft� tvae, Mass of am panot mum" to oft I% of womet -jr - �.ftet With t-irs =IM S view ever-matow, rat greater Iii tz E, or- Y*- va,0_*A teatime, *_ pared Iadq*' 4- parad bVAd 19 0019d'A so 100 oV* iii WAqL hoobsift " higal M go bassm by Sets nilitr0q. be M~*M"4*ok*4iO"W4ok%bWaAFFME&k*vq.?Wkmw-SXNAMMaomW*�g��ftAftWRgyqk�MML+2M.. 4A IWEAMM =NAM%, F'�*RNVNWR*M, AOW,P = oweleavia-l"r "plaim admaiNshe to-tisid, =o, =pared Ill= edawx ti= mell " - or vnia - tialil "04.0 -wov ia' mmgw&Aty " tv" som's. wm i I. bi -go I am WAM I, I Z) In, oc eal- I."- "Iteateeir � IS iR *a .!_ wattled hodhow-wv wAi law eft -drool - vedix withi I-" I, *0 Twe s a" *40" splaw 24 I% vilw inme0w vartenly w Is M.0c .h�;mwkd hwftwftvv' O'dis, w law Agalit 11,114001110 to Mo "i 2,tf* IN " rM I OW signom Asom $6 IN ~ IMWW V*Voft or It In, CC Whom ,",am Imards". 4000 ~ 6 IN f� Nowe" bow& "�m� " " acwm $"M M"kMt a min cc 12 la, '" y0ft � Ret. ft Iodate, OF wed hiomhrv� vwwm )*ft "Wall maw "i *14 shoomeet N t. - 401'evil, lo"Idw, Cw am - T"ift C4 0i LI -r -JAL w1w U"UmSTATMC"W$e w -row* r, w1u. PrIAle, VIM Oft fiKg%XL AAIMWI ORTWAhL L LC IWX - " IG UWPP=BSA 0111tV - Tsift C. IP-ADC�A*, all stillied 34-2w Uyiniat, Pail *00 bievalead, wishat ff wastes wow raw Vit IN 0** 48 �. ear U0 mim. Mal wv*W vvitevialty v=Iyi'=M=~0:' S"rv.te..C.-d&�.1%"**^-Ww�ftnw"otuw�fil*.Ww of "Ieli w awk Wi I IN " Tner q ~ .*"" *W'do 24 It, oc .f*',, s.A*Ud voawyorl Eft,oc~gftlwwdimllo *41*.*-awd%#WALIOW.�z."I-.WMTV"ltowwom xacrA is im town bmww wwwaily of a IN oc what imam W"Qwyl sm^ aftat * ft ft= WK brow. "Wma-" pw M 40avilm West selapi a eme a? 12 ft mwwxm)bm Mo mat " lawaft vy a" mailating, Voti,dati 101K. temletweF max,ideaft ated abopimii% N - ed adjeciewit, Ware. SM AW -TyPealk C, W,92L, rr,AN, ME WOM tOATM "I'll 10 -- T". C, W-Xa, I� AF, WAG I= OPPALTAMUt=PRVWU,k LLC Mot - TW. C um mum a a w cv - T,om, C, Ie-xl� Itc-Ast, wilic So�X-4H, vadii wwa, wea, ammod, lielawar w bagiii aiwe' eam Bvit sa, wak 4 Ft .6b tw _'-w NKA w maw ibiwAsI wiftbil WM 9WM varitaigivied abIlm, T*W off" evalivat Is be m -A FM ared -tittair � harbotai amt, "admig obalk, Moroomeadjoree, owed! Rat be biedied =by o`4w',;_14i=­_=a.d I vor4ftF�t, mm "Am" ow Iwo two Mot N M, obviese so past MOMW Men 12 If, RM Woe Iinea 5 i.if AiIihis, wo-ftwes woe hew abw *mwee, ovional 24 ra, M &-,it 4401144 to *holl" v0l I -V4 it, lims blaidt'sand fto�*�fta-lf4MLWVT"Snff'4,WMSQ"*W,V000~fto$"""�ol;�CMOC_ ===�-b=- ,.* 20 1;�=4 Tystl�� ame oc, ad.t1wi .= . �.=.* I� =.,. Vatrit4j:2gaili . .I'. wase -haw am domeas as--- It m. ol wham "DOOM "Many. wwaft be, wasee" .* a amaR, ft tiom= s"wisaaw *Y. " shimplew mve la ft GGIC SM - TON VNU ow 131-WAMM &"Rvw;naTft Gym" III* - rise" I- a a va"=* ON NORAL SAWRIM 011,111ALt L 4. C Si - Telat 0-TRACOM WOONXM 0 A D*CV - rfoas W -Y3 to t1mcow -A,Wp*Mftnd-;,( '!b, - *vvelie"I'Al 41 1p. 01 t 0. ft, '111* I at- �W"W*Ooo wer. 1�1 dii-oat idledd-w I - IR' Wi* itod NOW italseim ismo. W19, torew, theme � topmod *AM65"ao*o**e"WM&kgW,RRMV*M"V)atPMWMN,IAWaMkMPF'iWftoWW*"&&4w-AMUL.=&,, IS UL415 . twomm FZNLws� F..Rpaeomofatdtoga� PNOA = '1_'Y' tivin 11 - �1'1 fly, ,� .' I-. � t "I � ,.I, . I ,� ". - - , � �. I � � 11 13 � .", I 4 " . I I I 11 -1.1- I ..__­_'­._.._' '.17:�_. ' � _�'. I .� I - 1 - , Z­-6i'4�' - 0 C. - ­ - ­' A '/ �',-"' - / "' 11-- I- . ,.r ......... L:"' I 'NLL., ...... ­ ___­�� -'����""',"'L�L,�y�-�,,�,�,", �:'�'�' I . ... :;. ; '7��-' '... -�'.` "'� .1 '�' .1 � �,_t "L' ­�.L: - L.- "" �"'�""�L"�-.-�':�""��:""�.- � . ---. '� i�"'� � ­­­ .... . -L"' --. ______.. _ ;:�T_ _ ---- ------ ­­­ ... L .... L .... ..... L ­ :1 ,,�'��,' " " , ,L:. "' "�, L ..'. ." ,. . .. t. " , �., -XI LL 'L . _�7:- 1. ... :. ­.. ._ , : I . ".n."'-" .�.'/', , 1, _'"4 +1 I I . , I , '..."1>0, � '�J.. : __ - - ---,-. _. !�y"ktf'.Yq j) - ��" 1'11-� . - -1 I � ... �/ * I Sectioa, 110AY, nt"'A' -.1 ........ � ............. ..... � ............... " , %­ , ,� I ., " . � , . . . �­_ 111. � I..., <'�� '.� '4 , ,,, i];V --.4 WA"Iftm,smmk"m"bv~AMAMMEMU""~�m"igmwavpouw.mkwmwm�a,mv.-AMUL�ms ... Is IMz2ga wMN'Ut*_Fi'.swammaw*1ffRp�v4w&MN vivepoft -0 sma ratt� beside ft* Image, wide, 2 ft fita", taw am Role Imeate, thim, 24 it,' ac, w � ow" Za, (I', I'l 'w am "" At 04 � at Abm 0 -P - lespedi .rlii,tm 2. saw she" - -c-tir. - allapead Addii, AM Z -VZ I. deep CARA 4 M 4W ~ C=' r 1i mv, XS KM tdeii�;w WO ""' fteado 30. 44, 40, -C� 40 te, 7 e. ..* vi mool,= I. V", 11.11: ""' #hiefi ffdve�*�Wft heiift Wed "a *6 1. - 90 erm M timea J* IN OC mA,m tods, 0. 44, 4,1, or as are deadI, Wk, Ishii Afted. - (N.I. sw_� - 'ir � O.Ow studw �Ratvw be* iz bm%, I. id -0 n:-ial - ehemei theat (thir.aq vC - WAPW #1fid, *ZVA*d U*WW east Vald � 111" & ftealorl 12 IM GC, F&VkOW fleaft Mat IS 00 (Man 20, MM whale, ill- 20. 4A, 48 . 2 it load) pD, idboll, met 2,1,12 k it.* Ciii 4 I, thiliest We. fiarvellubm C a wad), 'aa W, JIM *w m boo IV4 K Ill "W Iw I III 4w 0 *I" 91"PIRIM hsar W*$ call, to "" 3 VIM Real a" Pi to deakv heighte, " I-,** alimeti - Meditate, Not Show,) -- Ii. � eft **A w dtiftift war MOvile, AfA** li 4tsmaka few"hat t'" -h� = .nft .:�=iot&NIAOO twelismally, 04 mal"lly a Mae 24 in, or. Rw-p goal Of os,w* '. 0.1'r "A do Oft W *30 'bra"N" VW t M'ift' � ; *"�3/2)M"rf,WSWS-UPWUM*"�nh=RM"tW��M,4%"DW"tate boUslaid ­4609ty OW Ast ft be �vod With TVA FIDE -6 Wommii wealboaro, Ti,aa =,LSG <ftn AIIII,Type Adw f1ore 'Qgj w wasimew; ft", Me (ftm 7), X -r vk*Chxama�s-P�w.vAwtk4,s~z�*KW-0*000.OMSW,swof,�ftdm,4**to,d*aomft esehave.) to each MA witit I d, " do,== food obe.1 -, $w_ .1eveliter limet tap ;=_=1= at *M stud irsessaidw, Fwmq warnwIr mot It ft M 7p, WIW fnm**ft-b*W - festietwit. N# Ikieter) - w 'M ." sidslat a, steel lat", wavots, F,-kv tw­" - b.�-,Wt*b*AmdvMTMM-4%,w-wtlb.a,J.IVWW (avid ai't" T= "wimem; . 0. (31M 46) w whiftelphtim 61i will (YAM 7): . ft'ses aiddeasigh _ lemmed at ped, Z§ MS Ish, dal Z.g/16 lo, dir't�al aa� Wda by ==ON" OV", 24 A, = a0latilmigifif to eiWils. CagAR" shoft" M fto 4% taft, b� ank!"ein be" '""1011 aSI&OV 15011, aad a"dw to 11"wei'm dmm" ft ftwbw �" PIM 11. 91 $�w F-.ftmw""- - V#W lit itz" =10"Irw Qhm w N at,& (full 2 - 'w. cap good si 24 6% or-, and mared: to *ft Ill III, x L -W I% ftriomm sal =t S -U a" - 0"'r I.. witegar sim"M tharai vne nagaft vated ." str-kdwf.- Wh ,WI"WLI.f�"�$=Rsr-lcz.7s)d%Pf.-.M 2SnI.'e,'.f.d:7j=' P"W111*110saliassload,ttt - IVPW fk,Ileo,j� RS)l (ZM 29, W" MMMV* ftWP�MW - (Qobaftl� Piest ftWA) - InUfflAg OWf," WA VtW I'M13ft MMbM at diftebled boated Lr==Foamed of W Z5 Mo 9wee, diesk Staged 24 �. CC pip-devid. . to shall is dim4aw I. Overn th &ft .0 s*AMb. dillsonaft merlappied 0 �.- all AKWW Peot"ea"00111 ll "*to*% ekb ftvz ow weirs *ft" (2 ow -wo, I id, wid,ijet'nient I* adol. 2111plaft &-" taft""I admimomm" - a, oftsift litat" Channels O" ft am -ow 0 xvo -M sil- "'no www" cast -'Kywmmwcowsw -upf2t�,ft�wo.pt4wo*f*ooch~,oft,NMorri 11hoemst 4"),litealieweated idead-0,00twithavoia #(-'*(.qor.Mat*Q2;. *- OM ew h. swol I'mmaitill, ""bow - L440 * 4#40 III,"," Vale" Mom 21101) to -W$a i apeadol h', M., Its Meambor to ftw KMIR fail * . I -w It towl wymeat - 0.0.0 'o.w. tell mAtff*A& FaIriat am fledidet Athed Dueo. clad, saidow nuumom wmrww - sisfiAlow- 5-6 tistehm, clip -Tylet ^am ==j==w 'aaei;'L*%=3= - to, uIII Mo 0.6w . data. thy - Net 'A to t*M Vft T.4* M,C =X=.".2 . w I as ON" 401 lypit all (ft'n MJI di mitionbDows Wow wft iftem 0): t"'W"'Is Ch"'W's - "gomed at Me 25 Mo ggh`dsaa� 2-2V6 K Wit' to " `d'A**LL'% =1t1-ftx-:Z=10=0-=%a=w =1="0=-*= a- � awaw pramaig, Hembiwo - vailit It ~ f -i iiiiamda* t)h- 104 ft .t.de (ft- 2 . U .L.0:'j. . 29 IN Ot COMMLIN mainvil lat ows, With W S A I- 0 Is, ;ft Iii-a'Ahad agaver, bastion sat safter we"iffed, fid"Ift aw"wilk am Mo" "Read IWL& ,Rlm. ftn" tw - TAW Qww_w 3, QVIabom Dial - Gilimon elow paral eam I Im Wt*� 24 W. at M m (flar mom owl .W ftwi ac I hi, kwv iit wrislatchaterowtibeitoadewift, Vervaim "w~w m­ia. pardmew -C�w ditte di,vitilippaw,~ the, I" V4 I, lew of 0.0 -I- wvft� tvae, Mass of am panot mum" to oft I% of womet -jr - �.ftet With t-irs =IM S view ever-matow, rat greater Iii tz E, or- Y*- va,0_*A teatime, *_ pared Iadq*' 4- parad bVAd 19 0019d'A so 100 oV* iii WAqL hoobsift " higal M go bassm by Sets nilitr0q. be M~*M"4*ok*4iO"W4ok%bWaAFFME&k*vq.?Wkmw-SXNAMMaomW*�g��ftAftWRgyqk�MML+2M.. 4A IWEAMM =NAM%, F'�*RNVNWR*M, AOW,P = oweleavia-l"r "plaim admaiNshe to-tisid, =o, =pared Ill= edawx ti= mell " - or vnia - tialil "04.0 -wov ia' mmgw&Aty " tv" som's. wm i I. bi -go I am WAM I, I Z) In, oc eal- I."- "Iteateeir � IS iR *a .!_ wattled hodhow-wv wAi law eft -drool - vedix withi I-" I, *0 Twe s a" *40" splaw 24 I% vilw inme0w vartenly w Is M.0c .h�;mwkd hwftwftvv' O'dis, w law Agalit 11,114001110 to Mo "i 2,tf* IN " rM I OW signom Asom $6 IN ~ IMWW V*Voft or It In, CC Whom ,",am Imards". 4000 ~ 6 IN f� Nowe" bow& "�m� " " acwm $"M M"kMt a min cc 12 la, '" y0ft � Ret. ft Iodate, OF wed hiomhrv� vwwm )*ft "Wall maw "i *14 shoomeet N t. - 401'evil, lo"Idw, Cw am - T"ift C4 0i LI -r -JAL w1w U"UmSTATMC"W$e w -row* r, w1u. PrIAle, VIM Oft fiKg%XL AAIMWI ORTWAhL L LC IWX - " IG UWPP=BSA 0111tV - Tsift C. IP-ADC�A*, all stillied 34-2w Uyiniat, Pail *00 bievalead, wishat ff wastes wow raw Vit IN 0** 48 �. ear U0 mim. Mal wv*W vvitevialty v=Iyi'=M=~0:' S"rv.te..C.-d&�.1%"**^-Ww�ftnw"otuw�fil*.Ww of "Ieli w awk Wi I IN " Tner q ~ .*"" *W'do 24 It, oc .f*',, s.A*Ud voawyorl Eft,oc~gftlwwdimllo *41*.*-awd%#WALIOW.�z."I-.WMTV"ltowwom xacrA is im town bmww wwwaily of a IN oc what imam W"Qwyl sm^ aftat * ft ft= WK brow. "Wma-" pw M 40avilm West selapi a eme a? 12 ft mwwxm)bm Mo mat " lawaft vy a" mailating, Voti,dati 101K. temletweF max,ideaft ated abopimii% N - ed adjeciewit, Ware. SM AW -TyPealk C, W,92L, rr,AN, ME WOM tOATM "I'll 10 -- T". C, W-Xa, I� AF, WAG I= OPPALTAMUt=PRVWU,k LLC Mot - TW. C um mum a a w cv - T,om, C, Ie-xl� Itc-Ast, wilic So�X-4H, vadii wwa, wea, ammod, lielawar w bagiii aiwe' eam Bvit sa, wak 4 Ft .6b tw _'-w NKA w maw ibiwAsI wiftbil WM 9WM varitaigivied abIlm, T*W off" evalivat Is be m -A FM ared -tittair � harbotai amt, "admig obalk, Moroomeadjoree, owed! Rat be biedied =by o`4w',;_14i=­_=a.d I vor4ftF�t, mm "Am" ow Iwo two Mot N M, obviese so past MOMW Men 12 If, RM Woe Iinea 5 i.if AiIihis, wo-ftwes woe hew abw *mwee, ovional 24 ra, M &-,it 4401144 to *holl" v0l I -V4 it, lims blaidt'sand fto�*�fta-lf4MLWVT"Snff'4,WMSQ"*W,V000~fto$"""�ol;�CMOC_ ===�-b=- ,.* 20 1;�=4 Tystl�� ame oc, ad.t1wi .= . �.=.* I� =.,. Vatrit4j:2gaili . .I'. wase -haw am domeas as--- It m. ol wham "DOOM "Many. wwaft be, wasee" .* a amaR, ft tiom= s"wisaaw *Y. " shimplew mve la ft GGIC SM - TON VNU ow 131-WAMM &"Rvw;naTft Gym" III* - rise" I- a a va"=* ON NORAL SAWRIM 011,111ALt L 4. C Si - Telat 0-TRACOM WOONXM 0 A D*CV - rfoas W -Y3 to t1mcow -A,Wp*Mftnd-;,( '!b, - *vvelie"I'Al 41 1p. 01 t 0. ft, '111* I at- �W"W*Ooo wer. 1�1 dii-oat idledd-w I - IR' Wi* itod NOW italseim ismo. W19, torew, theme � topmod *AM65"ao*o**e"WM&kgW,RRMV*M"V)atPMWMN,IAWaMkMPF'iWftoWW*"&&4w-AMUL.=&,, IS UL415 . twomm FZNLws� F..Rpaeomofatdtoga� PNOA = '1_'Y' tivin 11 - �1'1 fly, ,� .' I-. � t "I � ,.I, . I ,� ". 1_1 -, , . . , I 1_1111 '/ ... . ., �' j" .� 4,00, "�. 4.r. __' '..� " ­ �_ . , ­:�'� " : a �'.�� i . ': �., __�= '.:�'­��-'___ep__'_-� . ..... . . -,..�--:.-:,�"..",-��"-��:-7.---.-�:�-�.-.,:,,,.:�:.:,i� ] " � " . ' , , ,,, '. t iiL____1­1 I 11 -1.1- I ..__­_'­._.._' , . - �. . " I _5 I.. �1'1.'. 17 I ..",.-.-.--..-�-..,--,..,.--,-----�-�ll- ... .1 .................. ....... .... " "­ . . .......... � .... ........... ­­_Z'__jz;'%'-- , ... . , '_ � _ , .' _,oi` �_ " 1.1-1 . , -, , , '� �2 I .. , ) " 14 " I '.. I., - -.11 Hori-u�n"'.Il� �.IIA(S'K� __ ... .. .................. ... _ svt�teln C - , 1. '? H r, "." ';�" .1 ... , , I 1� , , I 1� j , '..", ';'-'-'� "!'��, � � I , i- 24 i" - 4�4 - 7'�I­ , , " . ' ' � / ` '" "4- - ' ' I I ' - �' "I I / I " I I " 1 -, '� � 'J.V. - ]` � F-/77 '/­111_71_1`��"'__� - , 11- __ - - ---,-. _. !�y"ktf'.Yq j) - ��" 1'11-� � .1 " �` _� ­ � '.i. � . I I I : " � � R , %. - " " , %­ , ,� I ., " . � , . . . �­_ 111. � I..., <'�� '.� '4 , ,,, i];V --.4 I "I . I 1/1 � , . . � , ' ' ' , . , I , �' . ." '_.�' � � :' �:. _ , . ��'.� ' ." - _'. . , -777+ 1. ' '� � '��'�_:; j:_'_. '���:."",*,...�:,���,�,'.'�,'�' =.;.n'.":..'..' ":,.,".-�,-�".'.."*,*.;".�'-.;��.-"-...�.:.;,.". , ;� �__111_ . � I.. .. - . � ' 11 � - - II -Z-7 _�.. . i'�',,,S-"4-�--.�p,-"4�,i��p";-�k�-��,��.-,�-�p��,cf�,��,q'7��;?.�-,,-.�, " , 1 - �d: M'j�,P' " rl � im :. �. ... . - .. . �.. . :�",­ _'__.__­'_"­­"­�' .;.,.. ­'."..."".." : -�;;' .I V�'a � '. p- '�X. . "11. . �' , - 1:.' . , . , �'.­" ,--�-,.-��'-�,���:�:�,;t�n"-,T-�--X---'-���,-,--,�,-."�,-�---,��,,--,."�� ". I " ,,, , � � ., '� �." I , I ­ , I., � .4, � . � ' �. _.';�' .1 .16 1� ' I - , . : I ; 1 � ! '. " P*1170 s'i,i� "":oMjf'-�A 1. ­ I—, 1_!--1__-"1_.. _..." "I. -, '/ 'S'v-stein E - 2 Br- . I ") "5') ." i I/ I - :-, . - - �11­"" "_' '. /"-' . ; ' 94 L�' - =o beat o"', - ­ai ' ' � et - ' "� � ­­­­ . ... � ­'�_'­­.­."_­.. I " 11 ' � - __ - "W'iZont'ilid :�ji(L'�'tje'jk ­ A . . I ... ­_ ... ­ "'L' vgawom.amwa"ovw�~ommmmm&ga"%*mamww-s�*mwvw*ft*p3wAwxft)wRmw�kWA&.,AM,. 20 '01117"M Mewtols'erealdiewmaeftesow'ANVAL20 " "did M h&W - K AuIp of _V4 ft t%hyck�OPI�*�'�'M.j4A"Uft�4'(iZ:&4) II=h=ahfp;4= X=111aftv'bt wd=;AW gla"Is 'AM $1. 2 Ain t". I-STYPI; violl wi a." .P.m allgirvon 22 I'L OrRessitiatit.tv .A wq. oft, ** . " ow Val - T�w SLX WMIDSTATM,it"viviiii - Tvp nx OW 16ORAIL ZAWAINX DA"MU L L 0 Sli - TI" SEX on timiloo 6 A M c If - TV" Sex 4, #p*m 0"W, - . *rvb*aaA-&w "me" holes, "'m Va 4-1 OkK 40, V, w 32M A" *64 *;Pw iiallftall'if =41111=== t - lov'ry" $ stawl We" , A 0 ia It ad" Itatini" womily or 0 It tic weri, Militow; bodier" mviam" jQimx doili Im bileckest W ahma thebblies, oft w -'A" Ok t", "I to_*%. Ig")a 11004% $*' Vit, 1*3ri Mw. vnw_ w" IMM.NTMW#"Mmcw -Inea Ak t� F8X'G' w'All, Vii OIL", VC-iiat, -=, SGX' WX, MK ,k)J, Ill 1011014 Let" what, Ax 4doill ovetIft', Iron 6, on" avill 46"ovew It Re"'.1 iKalmiiarremv " depth at 4 *11. wao*%Nt"W*AW*RVW"tLewl-i�m�IVIX mm MEMO 8 A DE It v - T"as AIL I- 39hak 111i Iltu W�M' sm M K, W� Ism WK wax: *VNMS-IW G"B" so**, *M brAftik "am It wmw WP* tam Aft IN w we de, voi -4 t% v Im orm eits, SOON VVUSRV of wre"away . Its wo� I,-, .?Am M* am" w Alto. ,"t" I lit, I't Thai a ww 020mK 24 4N oc eew Rxial "Maw., IA In, oc ~ *ollosso tarsift"Y' oww w fam olifer itsilia" I&Iod" ilefth, 1-*%�KIworm.s:,*W�spmu�acw�"4*WW"Matyaw*A" aatrombiwitIvies, ofe% or 4 ft oc. ~ k~ allaitateaer " masimil 0 In. ftm bw farper varmill ftftxw N(ft session Reelt and gol "Pit Milasemid. .0. Of I", "WkWW )ems shag .A be easels by M.0 hilli VOGW Y*m miseved amt Aide; ii mowed 24 t& UK = - V2 it, Type C, V-)2, IM -AR wW=, " In, Tnho Ak C, P,Ag, jp-)", 3P,Xa. IM -A& S=, MIX, UM vi vflkc� WRX L%MND3FrATmwpsL�m to - 3n IN T"ift C� wita, WG,Ak . wat; IV& ft. Typet ta� E, M-ci, wm' all 11119M aec� $"I w sox VIM "K. wft *w_ wft USS WPAIL 1AVOWNE of(TWALL L L 0 SIFR - If2 It VAw C4 US kv r1rote, C, SO M NEXIM 5 A N CV - VA K TyPat C, L-4 W -M at WK; Wait la, Typo Ak C, PlAk R6XI, ROM PC� tiet. il slax, wt� Imm, wil wax sionsintit-aw %vp^ pbsi with lowaili Mom v MOV44 WM ram, We im, V*O, 4A M. sit I W time *"a, "It"I'd mat,got, ;�� Avog, aftirmid .." I- V4L W. Wig Tyled If a" serame %"it a IN *a legaig "'Do oft" Rad *2 hI. 0C W WWMM V@RWV ft 8 In, CC a" the varlitill eallpin wed M ft fided Id" Mosmis WIlleft", := P=Mir Vbp I= Mo am"III, SM" WIMIJ 00 IWAS10ft 4 In, kWM* �0 4 IN " 'retir, 3,,, we. mmmw ..A hime em, Iet- a, Cm Me - rtists W-10 or k&TRAcwt M#Al*bm,d=W*AWKtWA"*AOW,l .U4',GNWSOWIS%&-,�*Wf��*�W--AMSMA#2M fift 1111`17AM MNV4%-"ft"�R�oo,mm&20 -del-, kvow va'so"Ay, va"11-al jefte .."he"d - 20 hill W -M th"A " wow"" ata" x oto _11h, - vo� W-Of-U*.SftU�l,kZk""MiW*ftft,4*D*.*Od,i,>*Ai�.khl,-V4�..$"?*0*1.5�-120t,Wme-re, I a M, cc at W.Ow Mae 12 M. oc th ftftfd� rw mm catrip."d M gam 3, TO be -adeft.. Lod sall ERW{mnmmwtg"wmwTlftfmzAn IM, nav-saw mmm"mm*c�sm - rA. Awl 48, A ==0614*9A ltm N::=w Re , D. Ii 0, 0� Saw 1.0'sn'dwall beftlatia, , wrz v4%aa1*mwt""v,r 111" MN t 0 - wfolum vr4t§ -* *M*4� vQwv w wvww IOAON "Wild vem.m. vomm jwft .Warm �.v�* ted ,bosom Mo I " oi " omm sdow .Wft MMWV[Wftndtbdklftaftl-V4M �%MT"*S,YA(.V&l�yl-"k�W*bW*TMWOM~.Wstraim; 0 A. Im 4 porseft ** 12 A hE OR tho hViL wwoftives Mo guuk,wm mer 0" Ilsom - Type, im. 4r- malefteaftedia- CA'ad aftseadettiageare 4 "Min N V'c� 0. IlIp';' Ij,'efi I ~'Wdem�*' betellibim, 't"" '*' **" "a"r ��- -:_-'1:R_-._1:_'-_-_1' MVWDIDU$um3w-Tmx-"$N~Gmm 40.�l=--(As-dtft�wD�*lysWMA,B,C,D,E,G�44,4,VIW�.*O.t�.b�t,M, w attyl - Atem Sea I- Reek 6-6 leaded witim P.W. .am hatedied, to- - - ; - - Will DP*ied -maw, vemm )*" wlaIw aide, Shia am =now Mat I " §"" " *$soft "a of VA% W*11werd mitred to thida W& I -V4 3R, beop Tinve 5-11. date atemew M-- p" dead aietow; silacelI ftI0 IAW Will" 0`1111 Mw*w W04 "'dw " 10 Iisd ftdvd "I 1-111=1-1=1=111 1.11, 06-IL-dwAb.*iM-�Zt--Iok-*Rk"lm.-�9�:�'Itt..24 K v6Kw w ft IM w oust; am owniVA;o = am Woe ONW.WW *0� am M I W, sm T"it f,ta w head shear scre"i too At tft bat OF the *ft We Wei Va, the bOM Of OV delie. "O Agwo, rommoi " In. 4mr, b,if a ftg%,A.w,* 0* ftdato toftywom QQ4,2111i Gi .c% Mew 0 = w oft. CW"W~ Mom o", $ft"$ *W ft o� h"o- 1,apef blow eft" W4 49*0 as home 4 p-Ity aftwAvIll lobl�V:0011ili 0*000M ow - Tyda� ** - I.-14 I. Met) w".2 S, 3itaistraieA am Compete" - theIt %etli "M"I% w �. $6 PI * % 4 3W".O�W#"OFPM� ftOM (ftsm.ANII44) W.&Md �aWtoeaMWM Matalea". ftsialelatived p** awaitiod -w be emithed teleaR system, balwalle, - emelialgial wals, W.. W*- ftwiew - hims, dommel wth Aw 4ompli b, amalleamid sameat". ­ S"tMW 4, 116 L F.4. K I tolebor" -*#" ,met - gees rise, I.= wb,wv . _00tati, ft3r,il." _,,H,v' AM .j ­j immit -0- ftj" bew mirwid beeff" ow ka. cwmftwm pilaft" as ft tiew Massimo. fto-AWMTW.UMGV;ft.B-O "ll 3i, *40 .wribble, " ri I -vi I,, we, 11- ft., 1111"M ti ft t& copieftibee- v"'v ot bf $,~ 111.,ft choeKballadde aov� pate Aaabitedea, 5- AMU -A shedleaft MM - W1114vatespealise, ft, barrime,if Spidoe- C& a A"o'l a`d.;;4=0*`d -,I- 1 -to. "'. (JI`yAai liltok-ephell."him", frelebolvibedbehotot".1.404144$o1i marvi. PC - Type, Am TWOMWIMS Aw - Tvpe ws 7� awaidIftesseweew glaft. - I*^". 0) - ft" X* ot!wfi ,, U** permit, owato volve, aftbrohad 1. the% *hw "A" -40-*N-" t_"K ", Tyleol�_pl 0"-%e"Wmt ma"A eiia-tatiottl slih. or wovesmai U*AbNbMOAO&*tg4k4tlWAI�OdbtOMFW %%-=&.. 1Iv Wawa SAN -a'014- "k-Relaw"I'veltalkilp-WAPLI111111 ',,>vstew F - 2 1.1r, , - " -, -1 , , 4 3'i ' . f 11 �­ "..", \ I � .' X4 m - am - f�S" .1 . 1. 7'11��L/__ __� _7' .. r- , , . , .. - �' , - , , I I - , _ I �' 1, - - 'I, .' , - I 1. e_ � . � ,�. ,. . , � �' ===� I _111111111 � , . , - , , , ., "� � � ", - - :7=� F. ��� ­.... - 3 "I/ ,,, s.. � 1. , .11 . - - ' � I'll .. � �� I I � ::: _= - .. . . . . . 11 " I �" � �.. ­­ . . . . . . . . ." � . �������,�.,�,,��.'.',�',,'�:�"...". Z. �� . .. . z I .' �: . _______.__�1 � .. : .... _ . . ., - � ...... ........ -- .. - "I �i - I , . I . >:-�' ", , ?" ..... �: .1 ", , � :. � , ,_ � ­" . , �' ,,,, ' R" fi,orizontal SA-xj'kil� " "T '.1'..-'_.11___.._____1 $pO,eip G - 3 11r. 'e'f­' 11';il� . . � . '�__- 11 . 1. I ; �' � I . I" �_ - 14 It, - 1340 -- O'C ­._� '�"" , I � �' ��'�" . , - � . . . . . . . %:'� ..1-11 ­_....", _- - - " - .11 11 � ,,,, 1, � '�,.­ � �"'�.", 1� "I .1 -L11- i.,;; � . �'��'.'�:�".'n,'�.�.':' ';.'e' 7_-.'�.'."� -Lzaii;LLa=�"'_"� I - -.11- 11- . ' " ' -':; . � -'� -�" � .';� -, I I - ��= �: ___";:�__ , -- -- - !" �-.7.,"',�,'-, -- -� � �'- �" :'. H ". t ��= �� I I � ' , ---= _,�-.-i.'....;�:-'i, Z'_ . ,- I I .1 ­­­'.'N=�_-_1 " � I �""'_",' - 1. I" � /I'. ".. r, . �' . 1 1 , , - i'j ".. 11 ""�" Horm�oakul Skwti ­­­­.. _...' __�'_InL sy'.� te I $3 11 - 3 flx�' -, - . ' � i ;�' % ' 4 � (4 j , ; I � , �� �'. �j � �­' ga w - fift - J'�' ­� , - "_­ ­'� I 11 . I 1 71, ' 1. 'e I I .__-_1-'--- =_ � ­-, - -­ , . F/71" " I "", __ . . .. '..: �3� ". .,>,-'�­,' . 4, . ., _: � z" ' I '�' 22�y N . ...... L.11-1 . I " � � _j____'_ =,,-',',;7, 1" ,"_��;�/' '.�" 1_11,1.- ,_:'.=. ��'.. . , - - - - /' , - __�' ";._­ �:._''- . - .,..- V,.,:, ­:��;;;�;' - Z� � , . ?.�'� -1 . I.., , ­­­­ 11 ­ I - � . ... ... I - . ,. , 1 "__7_ �.'�� � I, ,'�:'�'-" - " . ­' �" _ � i �!�'. 112, � � - -/ 'NoIA6vW0. sv�.J:Ion ..... I ... ..' ............ � ... ' SY�OVIJII I ­ 4 fit'. ' � I A I ir) � 3 I -1 I I I �_' ­-'� I � , , I I/ , ", �- �' �n " No �4M �'LC' ' aii� "" . . �?'. -1 " Ith, "' '�_L .­='� ...... �'Fj""""""�� -L F��.- �. ,� ==;a�_'= ­ ��rr.' � - -' Z", ��__ I__ I ��'.* I . . .1 -_-A-_-_- .. .. .. � - __ =7: 1, - �;'-�: i.p�,-.---,,.,LL'.,r.-,"-,':.--.,L.�,"- 7_'t " ................ ............ . ......... .. - �':-'�-_­'-�+' �­. ­­' "��'� " __ - �_ ­­:­ ..Z:A: - ' - ,;'L;��'�­:::;':':�� . I _ .' . , ".......- �' 1';;----;Z , , - - - .. __ L" , . �='��' = .. .; _t:��, , . ��,t:� __." ", �' ;' , : , """.:'N' L. , " . "" - � . '. - 1:11____n','7�__'_-_'._1­ "' - , - -===" - � . . /�� '�' , � �' '�' Z_':' . - = �� ...... I I + L 1- .�. , '_ "i - /"'_"�'- : /;'.':', ' 1 114.1 11111� � __� , '. I � -, , i � ` �,� G, Rxs6/e:,vUd _q'x1Uvx1 " , ./ _­­­ ­ _'_ =w " I= Reaffleast �J' � OVI"d r�wweiz' mW21L12 M, meap = 4 K ft" town art" I; I& zr= I I I& area �:M. 00119005 hom mir, 24 PSO (Ran 20 ' vileart Affm alli 48. 4C, 40 ei, 7 ..A 00% mial ft-. poe"Alimew .1h she"t las M-10 filithad " 'A .W. I 4tet- matted to abetsimat -#----M*---%--"FRAMMMWWVMWM~MNU4MW"*tlp"�ft""%"%**-�MML'BM.L te 11111"wo Ilsew LN M � ege, R oftease Itessige � M&AIL = VMTW STATIES WMN 09 - TVM Vi�1131 W UiVIRACODIF UM *D*U MAWAVff DSLVW*" L koli MM - Ty,* V-TRA00ft im000m $A Oscar - ftaw P43WIA"Atoollii 1114,011AMO-am, 'i or �Mqtm wift Amw witeemy 4410011 Ilimsell, tem tww&lao, W4M at wmfw "M 1w, sdil IN ", -1 he"Aartaft, *00" ckw* w wala, '01.11 I ft. it" A)F" 8; *ftt - wimitt 1-'N wk.. histaod ."Ney at, 14 IdL PC �wi 'romblio h1prole-o"I'li R"*010141 1101,ft rwv o# Re limilmol ty ~ ftrit'n, RMAM fade Row of Lsj;l or Via M, W& Olfflemb" labow VIM P& Iftem 7 al W, 1�343! Ift ofat Ki'mi eaw we" w isent & , CM=C - rAftAk C. INAR, INX2, VIA W-^ 601, $Kr, (", 4%ogl slAc, area "Wt*Vr^TOOVPOV 9*-r#MAX�r.MX4.IP-AJLIP-X4,W-X,'.4-C,A�L$�^X."X$HXVM,M'(. tAwx' W111 max " 00 Adell XA***% 04ft" I, 1.4,09 - T" 4 9M WIN MX=o " DE cv -'IWW As, C, VIAII. 31")U. WIKZ. TC%AA1 SM. Max, " IhSeA WK, wftx grams-2*k is"OOR W-1006 OV, ilifteililsk, stood Dt 140i 900$, illi 2J41 ki, W FjS It. 019,ii, " N or i,= Mot al iii "~y ve hwMwftsy' mothad ge gilieft Wah, I w. wv rm 5 am teasel it w cc mw wwIw ag mil mooRy " K "" $(NOW wwwvl NOMWO " "O w Re W" or A" " am in - VaRt rinew C, Ip,xj,. vc_%i we w Typed, As. C, se,m. et- 4, `Mlld;� vw ., xo,)12� oc,tot. SCK, 5W4 ms, urax, UNfflM SftM glossas W - IR IN TiPM Z;, IP, XZ, WC -All; StElt M, 71" M C, fell wi W, ItL 1i W-101 sm, XXI *w, "I MX 1AID", mr_ "Yox, VM80MIAMWAVRDKnW"LLCSFZ - V2M. "c; �iilltlk rfpai = sm $gnaw Ill " C V - VA M, TVIAW C, )P- X?. WC -Aft; Will IN rlgell� Aft, C, I -AR, le -XI, 3i Ii ii wa, I", Ls", ww_ WPA 6*6"mf-k** *PAM MINA� V2 I^, AT Us M, No, Wit, a im man ww onow "fikill ft t- zr== !�=**: M-Wi$011t t.6Rgl,Mdldrd1A 13tatia 2bt Mot I 10, i I'liept S "I =ft I =� "4M. 09W at flaft ;"K VAN&" ft fWikig �i,llttli distillate (Tabl" 25) QM 1,11i 0. " Tylak S U 4, CC " abhggama�L a �' t- boat heoR edeiiiiae, $anda biegea�ei� trW ead .ft,:*YM idimper-4 24 i, *WVW - ul i. type C� Ile,Z, VC-Aill, . WM Wo 1, 14" As, C' pli w,^ WXI, tp4(2" "li &M, $wx1 1AX U56191 W91c, WW US"" 111TATIM deli'MM *0 - 11/2 1-Tsise C. Iiii 3K -M . VAP; *A 1, Types Ak C. 1`1101,4� W-Ak 1111YI, Illhii;Z, vic"I"Al X)I, so, 5311)[, "I i&x UM(I Im WVL I" 0"4 ZMM 00*41i t I. 0 OWIC - W ft TV" c; WIN 141vot; C' = V= "maw * A IN CV - vit It, Typelt V. fNK?_ wq�'Aa � gnia:'; sve, It, Typia, A& C� jNA'q' Ii O'n W'i. 0. sex, "I ULY. um, Ill ww W*At*dtxm,AAWAV4kXMW~*WfIM"W*Wio*V***�WM,tgVAwWvMwftw�Rft*Ww,RW&W*.,AMWUL,�2M, ft 1111147we &Vvj4n-.V*Rqp4u�Row-NO-MLM hk from, "Alloan; .w Dow "i'll"'a. >wflel oo�iamdl WIM C"M "ft Mom It , ywwm W,313 "Mma ago, *A M"r,v f�qn'41--MWO*4W,A%-WW*WAIOJ*0.499WO�*..��t�$k,,&"�0*gn�,.04w,01*: rk� UMM STATIS ftAWN 1i - TV* = A, L&Wft*Uft AO#W"- - Jop"I'll", fft Sft*o - lawd to ton obw ww at aereftesketat seaviev, "t" Catem, ?) ��-vs"v�=.No.otro--4)1�,$Po.t.ol'A,WA$At- I pirkmIlle0im villh V4 hi, = '! M=;;=" isseageried I I" ft Flit adessamet �%;;W Car Ift eon��AWMWW,g ft six4goiII 40 all 0, Ideas PNIhm SWS. - (16A dlemm par Um Wob berm .1i - L.A Walsh, ArIes, trilb, 1, Iii In. Md., - III ft Aft wwnxm *Ak" w D'An IN stom V(A" a aft ymm fift at eft go &now "I'l ow mmm oft or w MOM , 1396 A IN Wit TM 5 -1g,'W. WAd OW Aftft Oft Is Via sip fr thig also md,ofla ft ON adeple st ft 011611, LAW hOW dirs. at hi 9 "ft of 019% Mati rm Tolosa ,godetaleas, qq.i�Maa, Z�da -c-, Leas :::;:;:!? "I.qwRt�ba" . weed b.dot - .01wwd (wh 4do am obview *I ,wiflawars sod am.=IoIro giviet, M. L."M*-MOV.- (Net Shmm, for - Well2le. at) - laambeftearitatea, 2�' erade, - 101 Wft Kate a tKftftn at (AI4Q, ft "M *= oft ft 60 at miallif aft *Amdmd " ft *A "M M MIN Ile, Mot Men Mo .'�,, �" OM ft* WAM CIA K Mk ew of VA a" WA am at is* maw% AT Mo am a VAIR eme mw Im w1a MIN TM 54 w *" -*�v wm at see tep of " wo. wva w4h, Itelas 0, ft" 0 pawitr ad Imselil, an" Z���r' we** -0, C or Ir , Lead amem 0.00 mi" gisi ,mahom " 0, eto 40 .10tia"of 4& �-oli" aw ki=%- lo,w"ob"-Tktm-(W$t�..,M.U.wmv�.410-uwu,$-.F�l.a d, joileatessImIM'stp. = Q, 000.0 at eereat mentherg _ hisi V4 I. dam, pi 'a ll� tag 1. " �sgd a= sait � shosell Mo V � ~ ill" Still �"ft Or *M WZ 01. 11Y I -V4 M, *y Miler 04215 I. Olift:,wad how ~ lat Voilam, espRo pmor w Ifiet hy"114141"i Of ft. Ild"I'mi Lead am or t$ft bk haem * Mft -1 =Z -_111'="==w qq-L-Mbr, Glawt -v. 140, k."06"*-(W.gh.,",tw�-14�'No.4c)-W.Vuk�..Vw�'t.o�kW�.�*�*4w4" , WWO-Mftd�.0to itiewilsew -h"h, Low deastoloi powootsaI, Meaftiefer"'gi QQ-L-21M Waft *8� C a W. AL imed Istathe Strim - (AM Shook W Uat Va" Hem 4C - LOW baftot 4AIM 2in. Weak. maer 10 ft " M* * Mot "MM of 0.1411 I& $00 omm oft ft fee at om Mo ""O " ft " val No MIR, I IM we Mft t"li" 51 6 w Wff" am MMX.% *as a 'dw tw et ft oll Md set, at 1110. betteen of ft el aw vm tret wk, 3, �m *1 -VI T*W " P- 11001 OW WW at 00 " 40'tta, w;' "" Itifte wbilpit - %ft 4 "Art at IWO,% -04" M-1,4010 Qede'L- �WR--WX.W��Wl*��U.W)W"10�-db� _W4s;a�Aa,Kdfsbd'mbdgah == =7=1 161 *1W ;6W IX IAAW Time - (heat = For I" 'Afth I'leem 4111) - 2 A& ease, 3 fe, lars wft & RWK Villithielliot let 0,142 ft 'not I'leftiflore"It toalaw "am old, Vat a- few" Shia New, the M beek foo, of Ivia, ma. lead, ."-.A at, gaid, ka-a- 'Mem, A it"e", (".1, Abo- ". "I'vem" bee"i B� 40) "A' MW..b "*at" MA E." halt, ft f- . =990% "'00i"elp thir I'mill vpvo�rkvlkeid QIIi4'W:i' oraft .C.- Cm to" Maw is, Imed an, gone W.M iMpeoped thi IF nagai , * besets" lel I'modhKee Ph" "W " AM- 411� ft"*W*fl #"I* Am $W*Mfttu= Motional *A I% W 4& 011wilsMatel" (matkascieftelial"aspaw"Ou I= ­M*4q.14 -1111-1-1. ...... I ......... ...". III ZIA uk. = 'in. -ill- of . -wo - - witatz b, l "a&- didearar';"keew ,Kw,.& tofseewhedamml- eeadediimaI , - t� 'd. , ~ It's "am ell, simiaw.'Deft treft pithess beii am UL, Mot WWII ad agessisted a to cipseed wo 'Mmos ,md' "We lieftei 5-ki, Ahli tait, w fiv a" - 0. prel I& fien"RIN a. Im".*..t that ,titaft, a"�lw m 9. om. C. -r. .."a. ne.."aw tested: to ise, rovifento at'si-wite L. '. he wed vvid-ou". #-Kaw'mi� comee-atemi Dessme, soweeme, liftl P.T"_ toleof -& be pnemaw it this, dostal amd: it. _. rel"A"i "'Ri"it", "O -k " matis�Wliei` he it. &* to"Oft-9190 21_ The, 4who-id 'Adad,ftal fir. Ow OrAft 6"flitiabobt cilre'", 010*10$W"f�ULI.I�0*9pw h I it"ft -Mo-ldfflkmwl t,mocnmNftl.ollllw qt4w*__*�r'dbd*.i;a~ agludit(. thel, flawdy Alm"'w" 10 Ms In, 011;1� MP&W*QK,44w.ko4wxyww,*AwuornFmW&*4*09*v'*W�OWMNAAfMO�,*"%-ft*�AWW&aM+R6%t'-AMVI�L42M,. a 7125W 6 ff)(UVIJ 9W - P ire R eiii ela� R dings � ANSWL 253 nviiijilt 11FAUFMATIAN - - - - - - - - - -- I , , Design No. U905 BXUV.UgGs Fire Resistance Ratings - ANSI/UL 263 P- Bott- .... � � ­­­ ­ � � I ... � .......... . ­­ � � -1-1-1-1-1-1-1- ....... - ..... � ...... __.- ......... � ... I I.. --- Design /Systern/Con stru ction/Assambly Usage Disclaimer - A.�­­ ­. n� .1-i,4 1i - d,-ld b ­riedt.d ,� .11 ­­ - bi� the p -i �,J., ,edio- ---g the -Ale. . �d .,A Rf UL . Certified pdd�,, ,qiJdR,oi,t, �Ydt-, rl­= ,in r,iob.-J, A,ehd,pd­ H-.9 J.ftdiiii- ,b�ldl be - ,ted b.f.,. --dr. . Ii. -i'- =mb - .i,d pidd- - cl-A.RRd It, the dl..ig� .,birrime, ,r,d1 h- hir--geted by UL for ­li­ .ith _lk.bl' - - Th. Nbl,0,.d1 4-didr, c.r- ,I. �,, .ddir- .,.,, --tAn ri- ­.rite,irdl i,i the fi.ld . Whim fi�ld is- e,i- it 1, r-mme,md the fist -t,& f,r ... A- be the lb,cl,re,al ­­. rt.ff p-ded! by the modxt -z-, -3 f., the d-1 I, U- df fi,. ­.- ­­ "i-, er. .di -ed! t. c. -It the ge-1 elde 14d -A.- F., -d, gd�' _gd" ,i,di -h ­ dF --bli., The -d. la­d­di,d� ­fi,� --g iih-ret. --ir -d At -de irriethdd, �F _.""i., - O,dv wi,di,,'. �hkb beer UL't Merl, K. ,R-der.ol Certified , _11-111-1.1 ... I .. ..... - ... .- ....... 1.11111111111111111.1.1111", ........ .. I I "I . - .- I . I 11 - I-, "I'll, .1111 11111-11 . ....... 11 . 13XUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Cartifted for Canada . I ",',"",',,"",',,',,""I, ....................... .................. "I'll", Design No. U905 .-h IL -6 .... his -0 emirg - - liftribill-ila IV11,11 ItAtirlS - 2 FIR This dozild, ­­k,mad Raiiiq a hoed olaell method otharthir, the MAIN MKIAS tolial Mthold (e.g., W.'Idirt, Mmee. Walia, Mthod). F-IRritfietio-RIPI'Viligthe Lima Stmag0fiedit, Reithad. 9 -h --dl, I Idea reatilielli-filadialiall be ,40d - Sea Stilt. 1XIM-Alau - 1041eetag S.Ch Pred'dit' It'll MAt the UL or CUL Cliftification taork forN imilkiliddeamploVina the UL 01MILICAttaitatio, (A.11h 11 ti -ml.), reetarthit I'. -3i" T- ______ ------- ------- - - I � . ­:­; , , �. . -". 1-1.1 . - . rr'-_-­� -.,, � -" - ", � . . If, ,�� IL _�__ - ' � I '� .g __� n 1� i 1. -7 _01 .� 7.5,19' M r'-.. � , : . I k' J;7.�:'!.�':-_'n�( _: I ­�. , ; .1 ,I , � ]I. " lk I I i W. 1, : I I e- "fj p 41 ? �_)' ! � 1, '. I tl'(D" .... i� f I ' " F1 Al ... 'U tJ� r , .1 I :; 1: �V: ,,.- - , - �" ! "', - - . I __1 ......... . . " �',' 1 "' ' " - : I I 2� --- .. i A!':� " - T . - , 03 � It w � ) "Izontoi Section @ ,4 '10/ 1, Co-ta 11110clet- - VA- d.ig... Cl -f -i. O -Z �2 h,). 96. (30 -to obelde �d.g­ f., lid d .1,gibli, -i'it-, � -­ ei-k, ..,1 ,, f,Al bed df ­.. r- We r.. lldk� Af - led, the, 2-1/4 ..d - - d- 3-V2 p- di'diie, ilh-p ,�Mt. I ld.&P.kl�d -,-t �­p.ftl­ed by -l-) Ar,di,,dt ,.­�� W p-- hydreted li,,,e (bY ,-rit -.4-ii). V-1-1 i -t it�wird. 3 P-1-b-ol -Ird ga-11 6yiee- Pilim- - Add V2 � t. d-Ri'li,di-f -.d. -, ­l,,dt.bl. ­,,1,­ �.f,.-.d,�..11,,J...,�..�.�.�b..p�l,.d.,t�.f..,p.��fr.,i�g,�.�N.�.�,�. cl-rifii,ed-F 1-1/2 h,. Att-hed t. ­,,�, lbld�k� Otem 1). , I... -,,­), - ete, ei,ell- ­iWk. ­- fill .J.6- dr 011C.. ttab.d derht. I... fill ird.l.ti.. .do 2 1. I. 4. M�n�Fffl-IFait�0,P���,�,,f�ll,d.Rhi��d,y,,p.�d.d�l�g,..P.4,d�ilyl,,Sll�(R�.yKil. , Mptll�tab�ul�mlcg-UrVAWA-mpt�ekSEXTArRAME�ec�page,itm[?Fl�,=MUV.UMM=9,Pftt$�F,r�Re�$t�Rdrg�,-�MSAJL�MM,, If2 ?!Z1T1`iS1 - ')Rw�wk­ S%11 �_'Iwlt.-.g." ,PXQI�%_= 'Z""�f;.�'­ ii. rammed sueek. -'C�.iv W, �'�_'ij, - i: " f., 6g,;,' ­' 4ie ­*"�'v­4'-_*A . -Iiiied ieio�'� � _'�' - fA ,%TIAS"on%vc*"-,�,,m�SX-4ft�w�,M.")�.",�'0,019,wq,"t�,;'$�,��,,;,O:'�-,;,.IK,,,, L "IlIMMEMATOWSSWATV"Kadtonilill fiiet3j�.SA'iil owsmilm suaft" PR 0041im CO L I. ii - ' &i -pe" C F"A I,,*, - %$�? I ":;!I-? "O' 9,'.�. ' "."'. ��%_.' &_'"' ke'a.l InRea­.'.y WWN$t"L*-"�w,,X,,,�,m�,,,,:..�,e 'k""OPE"TMt,L':-'r$��'�S.W,�'.L-N.,<'t�$=,-����-A�,'�'r,'K'C"�,,"""," _�­60" I� 1. I T _I.�,r TM O*W'�*9?1119AL ve .. F'q. TM -1- S. -N.". ;i,*- Lql� v:Af �"'�,ie(..-' Tf__"1va,,' .�V'Ii Eit�uw_ f?,aRi,,f,� POW I,.." e-�.,�T,-.�,M*m�"t�WIV""k�..I Tw�­ " E,I- �­iia­' TteeieeoA KeRpioal;`E�._­""_111�.n 1­�' - , ... ami'� -1, 71:f?4�­ "I I-,:-- . �__. . N­i_PA..�:' n -R, rf� r�' � I �' �. M.Iliiegiilhnguiait­�' ,S.t�-t�t-,,,�,.�.,Lt't,:'����,-"�.�':,W,?����L��K��,�� . . �� . ­� a eV,k ­ieb�. W.`�` - 0 b, 48 - ell le. gFt%XOMNAIVKLL4.-�l.-�,�--,M,�3�. �W�*&IkW','Vav-sw­*�' 't�0"to$*�hg..O.Iulh*#b"tlk.vt��Kt�,4�f-k4.4*%,k$.Jw*dk,o�."Okykwtf.m.�tnfz*"&wKi" (_h..*_'Rb1_wid_*' ;Islk'$�ft �.�'It'_­'_jj I I L L L L L L .... ... ....... ­ ­ L.'.'.'.'.L ................ . . . . . . .. . .... .. � �'LLLLLL'LLLLLL'LL'LLLLLLLLLL'LLL'L"'L"""""""",""""""""'."..................."���.�,��,�� ................... . . , . �- lwail ,;I, 0 �' ��* �-'me,A "'� ,$.4�rLm��s".�v��,,z;,tR,,�k,-�4�,.�,v.,�,�,*,,,,�,,e.w,�t*,,k,����,$O�4�.�t"L�'-"'O�l.w '.'*"A.'� - - �4' ii""'. O."', *.?. ­';jM e-4 ,,,dt V, t��it ,' � z ._ . �d� -, t, ,. _�,Ia," td h. O�,�',WL __� _.,_,8,.,f.. , ��,'Niji_o� "". X­'L� ��O_R` �' �Oik - - '<�' . . ik, eai-re, t"a '­�'I'11 I'F tiR ­'kRw'>wAR­. �.'IbeQa�'�a,,,'&eve,,' t'4­� .0,iR,t '�' le. I��F�.'q' � lr'e"I6�'� .�4 , �.'L��'Aki"' iIPW"' ��"Z`M-$' �*?- V�Rt;�Xi'ft �t. _,Im- 1, ft. r,A*t "" IM, ' " w ': �'L kid P'�4'td:� Z'� ".'!�e 4� I,t 4 w. illlr'1101�11�. , ��' -khw' � ,a� "'A:=44 ="I .1 lf&o,-&-.,,$*4':"W.-'�k�o�'::i.�C�"4'L,V,�L("i.-,.,V . ? . = = - == "� W'�.�'- r'- -'X'.' �. �p. Rdkt'.�­ r- 4W'144w ?r'�e,,`:.;,: ­zt �.�&;& z C-.3�n*.� lne,,M � &� t<i*_'�o f".'. -e, ?'�(. ,'k �.I'r .1�W!�k"�IA9.11�;g�",,<<,�;k-f$XV,iu>�'TOPAA�M�,-*.O,�.rL�WV:V,k)%,,,�"*,*,.P,,�R�,��l.q�,,O-, �Mw��.Z�u V1 UL U905 "'i I I iii 0.1filit.1i . Design No� 3907 BXUV.3907 Fitne-roviotonce PAU Pip It - ANSIJUL 263 bmaAmw ".. I 1. I.. 1. I ... I ........................ . LL L. L L.. 11 11 I -.1. I ". . L L L L L ' L ... I . L L . L L L L L . I I .......... . . . . L L L ,,L Desio"/Sv,stwn/ConstructionlAssen*fy Usage Disclainter L . , 4 & 1� �. I 1. ,,; N i. � k 6 ft � Re � �. ekd a 1. w, m 4, �' , � 3 z 0 get . q " M, fie, � 0': ,a, M, 4,-,* P, la oo, w. 3 t be : Re I'4 I, k W. W., � 0. � s: I'a 'Rio"'w. 1. C)"t"w M-IboT, WlIpl-'e"I" v0xll owle, I I : W,�-,4�elf-in�.,�,,�,�-.1�4k.�OWW '_'�.'i," "",Pow f�i. '­,iba-1. -0- .V4 W"d_� .. * �'. 0.'ir,.'�"t­.'� "_i,_'. i_,iot�pw Vi, � �'­'­b'4­�' *eKR.l,'. -pieved- 3 - p*eRAw'w'_ft. �' e'.Rr� .,-- . ii W,dtigt�� o- -Ri " - nw. . Mii f*4 imo arite, it m woo.m. . IM oii,,teet to es"elafeet be I" �ge,,i* woc. " wmu bit IN - .1.U- ft"Rief I& ft�' &-'*R. 0- 0 fim-etz,ret -.,*- - W~, � r -I, � ..'§� it. -0_�; 93w.� M�' 1 '4"p, .11;:-:V � =. t =4 " �','__"'.'NL;d"_',"_'i" -'.'_W"" 'i,� -.1 "I,.,, ,'I -111b'-'. �*. ",i. kii.".... ","d. . ,��yr"�d�l,.N,ht.",��..�,ltmk-,.,.,��5-.,.t'�sr,-4. ........... ..... L ' L ... � ... � ................ � L ... � L L ........................ .. L ........ L .................. L ... L .......................................... L ............... 8XUV - Fire Rissistatece Ratings - ANSI/UL 263 BXUV7L - Fit -is Resistance Ratings - CAN/ULC-SIOI Certified for Conatia Iiim lis=k 1�tJwllvap 6M hire =A= &= � AN&eyl g:0 ,Z6W4�� f�M �42=&, &tj= L , Design No. 3907 Aitn� U., 11�' Romiddi ilid.-W Settimig - 31 A, vismoolavow ohoombow losses - 4 lvr� vide *-w timt.watat" te". *04 demee idevikod -ft, ".. sm Igw"t $W- ow" "wit"d 4*14, %6"tft State* 0-�" mLil.di. Far wootrom _101011,109 the Ordit vNitee, =1;6044'j= averibi, . 1l -.0110"'th fiteft-ahzek 6. too - Sm, mi, " Ittlik,afte, --% 0-*.Iw ift"ll,ke- else III- �m cimulaidetle. li� sa�dhaevoar minlorrh's4em *L.irevi. cliftilliamilit. Cavei, ..C-d*5, 'of " I 'A�L a' L 11 - . I "� ------- �i' I - I I LL .- f5Z��51 I I . . ." . ' v . . L' t I I 1, I I ./ '� , _1< L 1� �3" 'IV ... I . L RUV4*,w 40MAW PINlIkORAw.0 womAw $L C-01ile, !��& - �w' e. '�;=_ ­�'I' �L$ii` -L _ I 3?:. ? - "I'll. , IPA*q W . I Tv,fteliam'71,11m.130, Z' I'l I I I I " - - J, ifteeted citaittedid U."A - " .'�'_' Roo."WW' ­ , '__.Z�'ii �e'.'j­ td ft, 'e'iiL� &:'I.�M_ � rl� qJy I S;t� "'­. C-4. vi,;e, .'d*-' N' R_I'� d, -4-t-i. 3, valib, Vaeliet" - I - v;i: " C I - 6 , - ", �` XX Oak, __"'� e" -1 W i�.ff_ 0-t 0-1 Ulm- Jl Oliz ".. "I >"R. �wkl w v �'. ; � � I 1, =j! � 11 �' = � I I I : �i I 7 i;', - $-' a" Re "i - I, _~ owl� .. I 1. llm�_ I 'i � : d� P., I� it, .' "", I"4;' "- e -h " . - Xmiteirmil,little PatelaiVeaA.Plievilith. 1J1L­UIL*"tMdet- Iii fathimit,fittimit emollev"Im, law OIL., obco.'Ope,mi I �-`dih -* C -4"L r.'0.`eh.Ir_ 6be' �"W' . JW?"X_­�. ...... � ..... ­­­_rr . . . . . . . ... ... ... ....... ......... ..... ... ....... . . . . . ..... ................... ... � .... . � .................. "­­­..,. ­_._.-.'-""'_,'­.. I I I ­ ­ ­­ ­ ­ I r r . . ... ... ....... ­­­' Pis "L E­el� ed U=A a, �Aft 2929 i�1'3`3113 �& U� P. 4,f,-. = . - I.'� �' " - ,, - ;'. �d � , � � � �' 1 � dik A.- '>_ , ,,, " : b'.If - - 0i. , &_ Z�w' - - 4w 1- I- ­'L4.t,,'v'Ii tol" Ws L.Q0 F L '�'W 'I"', 'A'm 01i,ftIO kle,ffl� 1he �, �,ve!euoe. be RR�vww ex Iie,'�wnitd Rw,eemwwik� tv-,Ii ft'w-&-'g , j,<W 5a"11 M, A $ I'? � �' tido", fl� III e MIk � " 'j. L ' 1;irie-kit- -1.���-19!.�.�,.El��l.-I�i�,�.,��l.=f�l.r.�.r�,,�.,.t�,,�,,�gp�.�t��,���.$�,:k.i,a�'..Im- I, rhar'<I.A& Idd,rte.1-- k�at,i. t'_A'�:_� i;"*ftR, �.�'I_ & *\ I � ­SWAK. .4imw, me"4z"M "Ibi ,�.' 7 - ,*� < .:'­'I'� t ", RW. IiR '�ii,,ai:' ei '�5:'�y "'4 IL . �' , . .. T�'�"'kof'k'*-��'"��L".'���*�r,� .��,*.,�-,.,�g�,<,.,.-,,�W.::-��dtf�xwe�":-, .0'w",��'�f�' w ,iIMI*Meft"h,,e,.�-'� 'N'Aix*vm�' �.�'i;,,tj� tr'�"R,e�"�:A�X�.awrr'stv-�. ,,'kz�*I,�Zpvcvk'eo�'�­'�' iU,,it taw.-� f -'k: ziiM -'�L Ut" )907 I Imam WW -q=, Fb-.NesWww"%v, ANAi RVITISPY 1. Design No. P523 8=111111APSU Fkv ItUbtartice 11katimIS - AMU/11111. 263 " 11 I I 11 11 D*Wqn/$yaterw/Canvbvct1*n/A=wmW Usage Diectakner Cal p"os, is"peem 8"bim, OvAiso, am meames, . illwthsoehax K"dia 3.A.Wom .'-,Jd be oetee0bed It iia - - be Ift, P.O.Aw, etwiereem," a--" r- kietwilklim .M - of Is- ~ IN Vxv~ We"I Qv4wocgw, "o", IWW 91 : == ...� Wft.M 40 daMaoidd W *4 600 VAMWW so hillift bW iMIW"W by UL ft, �006.�ft 11AM "'a"Mood wo' whaw" vaketem *,wv oveow.the, - itnovewormat 1. a. ?Wd, ww "" - 100"ilwiltdoemlemile r, 4 'em-l"litowmfirgom"Ib'd WNOAMM " thetil'ballell WAM off "V,404 0i pw`et mawwwa-Roms Re, 0. dialew, Lb" of twit Mhomift �mwks Aft valemew *0 oetaft tift peavelvil G'ft bilietimairw -at *to =;w.Y=*_w`1 w.weifietesedote, r- w4v w-stbob watide. "Noun em-mma; asomiabit amitietwei.rid "em,wa . Defy ,A.&.b .+Adb be- 1,11'. likelir - --taided CrealRed -,""I'll � ''I - I 111- 1. - � 1-11.111 . 1.1-111 I,"..,.". - 11 1. I � I � ­ G)w - Mo Resistance Ratings - ANUML 263 1xXUw - Fir* mmioartm itatinst; - CANIWX-5101 Collitified fat, Capaids �m Quinial MmopOw W fire Saimilam Mm - LAWAAM QZMO fm Design No, P523 " 2,-,2010 %"Ammmwv�tbq-la"l.uxmrtawv�42 � usembetnefted As"Oft Platiev - % " Will W (Som now " 0-4 #A ) T*60"44wuew*~No"sib"dsw*nmub"*"rtm4tmFm*atmswftww"msal (".,Workftnft"V&ftk - I ..... Fwjwboktsww*w%ofthvf4hoik.*Wvm==i=tp*w.ftoi-d�nw"%*.~boop" , Ill" A vadoes" sawitt jeodelow eta "Woe UL swall GNAVASUOO Ivifft. fte'u�m damp, 111 L%br�LWWAOwtvk"-(*." adoema"I'vespaidattair. rflaribW. -ANSM-114111,_ -4 MaN.PM-ft.Fifitaidertallbidligii-MM"_280 thia meW vitudburve perel. me,hilmoft flaweliall in ftp claard or vi 1,- -eM t - W4 tr� baeg Type S v 9- U swel - Me* . mat of U I- W_ A. - -weri ft -.0 iaxidio,o pal edw to gaftlead to mad M a. vitimil P,A- hat IftMed Of to satellad V Peter 24 le, (c 8W Majdad Or Modoeillidify flastairdes, *I "al 1%4=11=11M.: 34, W a" saw 0al - (*it shtow) - W net, of, w kt ithilist. to the imew idridillemil pitatelle e -AW). Ill 36 thit ow fw a*& " or" of MeRmeed te, floted dw hiew, urift, ffid'oetaid WIS In dop, a am passed at ow 'k.la,4, ealsdaid - R�oorwmi fookRoed a . ... u io. oc w IRR I" 'Ims, a the ..,lF t-- vot. 1), whie, dead o, "ft- ft me, emed al"'etem Female deatilited R bar, % "i -W afe"'i (them 6) 1. todarelf. wli- ,,.A b. of ft Woo Mae" paow d.mobw . am 3� 6.0 am swotaft (It-, a) -a be tow aW aPie Qlaid, A. 0 , C am" System eftat am"* a Nit N4 w vsmm of w Isamova ff Ila Ift taidivem ,It am~ w wwmnw wyealu. ow's, Ir p""'M ew loindil 4 Oew, * RR* ft inotal im w of * Me, VZ k" lifilicioxim, at 0"01160 i -dwitAw sneagirn. lawitaill, .. Vol - (WA Show) - In w of ft wead own" pai sidereal is, ni 3, ". 11111"aaftwell Cmes�t~ fil"Wil lw O" sov 81"wo" -It-ft- WAX -ft to I�"l� Th. fee"a dw 0-* ea ve - - I I OF ba -mol 4, mad aw 4" .we". mwertam Wilk vk dft$� 22 "i wood - qlld� Mo, wwo ter ffeadeseetaft fadwead at a ­ III 4-1 oc to to* b* famo Is 0* Mo u� fft� 1), AbelffiriM It rRim W4 3.) "*dk eatilifteW Offe.te"W .ft imildiftal mew, 0* Aw mof 4ba *66 -to." lat Its,04'efth #%*~ wow 4 -4, 0 12 lo, oc- 1106. law easluct. (ber. 6) .0, bt�M404ftClOUA,DWCF-,'IMfta.&�M.L��-4�&*WctUm�poz�,�.MI . ~.,ft. .*P. US AROOV$t"AVAL P*00t$MVK - Tilp Voisaft 3c. §::ramt Utz (NM,*~)-Mw.offt.wstr.&"WWW.4$dV.U*M$61k"�, "d= 0,= ;w W" am IN low" ?Ift vmJ nw Oak* IF Is rawal of weremseve w FA&A saw f- -kii "IfiRmige, w1a, Ill OWN & li vaimad a, 00'r Mat, voldied w aledgetheigII, faigewsW at a ..' 12 ae. od tat the U* tho'd d U. ,.O beeme (tte. 11. AweripM Is " (3V4 W) side vibiwatria eameIne,feal ,-,4 kwileSedi ever ft 000 Rine 41I* *10 Meel to WAM W ';eh '= nmweatf�Woc-asftiim =(lem, 0)'"hisil Items loi CIA*& 11 . C Iii ..= *11000M."'Ar'dib"i M_',4 *CrU IXTIWJVMXU WIC - Aettoma, Pitied 4, yawit"Aft - (Rig stiami) - oidiorw - coo,abatteli w0wet tambed falt, 4,= i. thed, spoe'l over " tomilobvituree P". 5, vaoko assiblow - Room" dowaiv romireel, -I 2% ow of, Vol thatamied porpareal be Me; AW views (am 1) WAN ftd tmm am amma A Max 14 IN Ol- Ralk"Ift deltel"Ma now 9 roe Of 16 I& Qc wm ft "40ft �ftee* 0 or M) at 0"0 a Via exidesseled smah. or a itian of III lk OC wream =Wagben nal 8; w W it 080MI,ithe-selotapied" &.Pm-n..".*.".".""-.W%--d.A,*-*-,T�-.0 Radehe"t d.,AIW lem"wed -a *.1 w At -aba&t Is"'i'lle P I". Im"Relielt.hill." ,millibeal divermall _k~ glepo"i An .13eft" Iatt1*1t. Miledo" al"feet variegated A 1. b -VM 4000 o� Ca"I'lited" X.xw IV no M_ TW612WUlftlepillorived, %i* SLF*ftawwmk-tkapaw,d-ANM*em",An"s-*'244mvftt"lt,zQmmgws",m.v2-W RL isiat W R" ?Js m gem "Kum ampleactw to ft mwm ism &I would aaart at is In. oc, whave re Valglat!" (Iti, Q Or 0) 19 fteg ba " dameathbid Vn% W* reme 12 M, (X WW IRPAlitfiet (badeF 11 w 6A) hl f4w �=! a . In= - O. RoK d-vign- bodeldaill,'v ReI.Immi, � T_ - 0 thee -al ..A vow a tedillemi charmiA egli mietuppaid 6 I. bw-Iff, *.I W,w- 0womolle SM" $0 a" vm " W Is SWG am tim ^W*e *" "got lift OW"$ sit$ www Wait mass: mom or At, is sm "M twe *t "i a" wix.fel 5s, Potting Cluetwilm - A. " altiamifift to same g ted: $4, mi d -U, dod". kovi Awmad 0 zs "M qair� Ifiled. t4ilal IN W,ft Vy Vt 01. isse, 0"00 lataptiesnIder Is " blasse, Claidt, �� eleepot i 16 In, QC whad, to L ='9;0gd tx=or GA) 6 fteal it ft oftawhad W. -A, art Maw of 12 i, oc .I., iewwlxlleo� JR.- It -111A) . 5. " ft oadin, dinstal mor do r4m$kM dernmVVIptaR voildeverd WWII; mamerare, Tes, ghmai jA -asmse, ~'w samoriew "� met wasaidem aw-phos (3 . *am am We; .? .seftealeal '_�_'w waam WAMIWd 4 it, Whilliatili VW UMAM OMPM to am Mod M Tvp $12 IN lt�t III, wa liezew; w eam i 105" gwiibeol vereftAft "'doxwe ties"00=1SEW tow". *Rbdw*tw*orw- 1111111069"Stalf teetatitia.t'ide-hele, & Onwho Sail - Fw tho L ,ir, ROW - Cre laiiaer of win WO 0, V4* bil, 411 kr� wkloi Ideal ImWW Wish WN oda"Ri PW*W ta m�, Auto" v the "I'lleg" dw-ft mm 3 I- km,rnm III 04*41"Nal � SM"m *�OfIz,�oc"b.ndo)6-20�-N&Nmtftt.eiIf ~.MW.VA�(A�OVU)Nrlemt�ft tembeirkelleseet or' . - id 8 1. 0C "M bAtieS ilitell-lifIlift WW it, Vo fted .he. 3M*Al frtnerat 9 . W a, MdW 9:;:wftwp=40'k "944 thea" tl* 1*10" ellwywill~ .wIllowmel 003314 Mod"I'Mmil". i "'t t -vi It" . T , kM ";11, IN& by 48 It, viot twoodo, hagalad WM lorg deetrigion pairalied W bOoleal Ided, Ift- ottloated be It. Radliedd Owiewlet wang I ft IWV Tfeq S "*-h -d stamiet otwed . -0 it I. oc aam, 6`11140 tmmmm wo Rilft twl PM law aswift to so remvm ow"Now twv Veto ft i'le"I'll TOM a OK��mm - wamed . -or 9 I. OC .I.* b=76='wZ= .='t=owee 0- b- wor,ted- , F*m Ii" sels and ii Wato. ~ a MM 16 oft M - Tw- C, 7-3a w-" ulewmanTu 9*14mm cc - TVAM C, WXL M -AR Is ad, ;' I 8*-M"&H"41-y-exwpani-aft"M-8*-Rvdgwca-4WnW--ANS"'2MA' M Isilia" BXWPM- 1' ,italhishilertia Fall � Akbi = IM 111101t" WAIWAVE DKVWALL L L C SPE - TV" o, on lomw askisiliviii, - " C� iei"=�xec-Aat 11, 00� "iletille - Ii0i" We Meet 211241 �Oltiios 144MOM tkileed W - ON IAYW N -Arial ili �. 040: W 4a M .;Ift woral, ).ask..$ .ft hmil'bmetal (oft IsiRw Isaveromdar, be thei 0, " dimm, im" Wis. Iti. mad *Ria ' - "'""' "b"" "'b"A", : or "'a" *' _R' :7 17 - I f-ffift. _517� =7 =-7-21.71--F ,a....iR=-- :,. call *ft - rm C, ff - u, W. A* WAIT1110111TAT" "IMIUM to - type Q fii�, tK-*A 41"6*R"Z%WAIMPR~M%L&CSFZ -Ttli 0) " N li 8 A " 1: v - Tf " C� t 1, _x 2 L, 0 `C- PA . *%UPI-�&---kP"Wh,Osoh4b~OMIA-,OA,ti.,NNk.b. M.*WSW60"ftm*mp6.,W4tftUL�eAd.At.06- (00* *0 fta*&)p 10-P-O""IV. &A'sial "m M*'4WZ' L ­­­­­ ............ __­ ................... I ' L L L ' L ­..".- ............. I.. I . ­­­ ............ ----- Q urm ar 0z"MILLC -par.weate-of. ibommears - . pow mth.ofteatewit dw- " aew-10,iftomdoftsow-humdIie" been ­01adImme ~ Lt't #~W Sami Q* thm PPMUU outilv be, I'll. MA owei'll be 0.0dirmal It be c*mw ant avetimel wow wv rodow-w : lidenace, Altest Wk fw Vo Rawk get Wt owltax, 0- p�U"Wlt"*�tb"4F ide, litme" -*..W .0004MCwtiftwom 01opow "Iti Me ladmaRg ,amisidiss, I, Ttweita U90MOd-, Aftleregaso. Coloodi Plool SysteMd, obil (�erseAoeibig itialle) MOM ft paidessis IR tfol, "mew 04 M I'An mav"" afai _10.&A .w ahwagaahimi of the dime �& do"i � 2, YIN matimil -R&PAtaos h" the ovighe cliantuaii,ft ft"" Wil w"alsook, i�� tv Mwo appor ilaptoartio ft awaidgedi Metierigi, rit leack tk Relegated wist, � MYA Melaws 4 "w" mvw ne 0. NI -9 Aimbi .0 2PI4 UL til.c., NWNMLU*,Sowmk**Oftfw~$N"F*me&n"wa*mwkalw.wwvpmnowalzft%r,A�*atiwvv�$td,w-MMA*na� W P523 tw"we wompim; Amitemoratep.0.0-mmkm 1- N � ' I ; I/ I I � , - / : � : : i -4--__ .............. i -1 -_ -_ - - ____ --- 3 / : 4 �� I I , . I I � � I " , � � L . ..' . . I I""' �' I '� "" ' .' � I ­ :-L '� - " - ' . - , __ _ 1:1 '�\ L %', I ' L' . . - .1. .. , - , I � 'r .-,, 1-1+ 11.1 - _.- ��_ - , ,.. . .' , � . L ":':: '_ - $`, , , � .. I. . , I � - I" - _.:_.'4_ - ". - - - �� I., / "-t]:'�: _.. � ' , .. '; __ . __f.' - I I/ 11 : �� I \ 'i,- -, - 4:-- '-� 11 ';) ( �� ,r'6 ,,5,1� �f' 5 � _/ '1_1 r�_ N �,�,' ,J 0, :C tl,.- r C) �� -r A -_- �_. I'sk.A-.AK.wn..b-.-ft�tm.�.t"i"-W,W.bw�w*----V.f-,4Lf--,.s,9w-�ha *Kift"amwo$Klkmy�fab*wwlmvwtmstlgmdt"ww40mv"oomdemkrommspAw afteetategali AMU MTALIIMWAI�,ZM4011 tabso. --taspe,eiiii Pet-taimasted Loe, Getill asidea h- "em 2, Pftwo - fflid fibeem) - tooldli. 10 tA-* Imliffm 1. treat. 0-4 Imd teide thweat I. Jet awelftio - Inge, ildillIfti 3. fto alp"an- - A"'A vawie� 5 w C "Wipag symete ffx;rj� at -essafte; saw Qvv" mwi.) th plassaid PlaR,tehemeRIMAildiata, I'llemAdmilteadoxIM",14b-Omeled, Ptim0a,eirrim,Ateededi-bitimidwi ildowtalge fte "N't mw 40"m "M % V4* `"04 XtAKirlibla w0h, "b 111oft *C.V 41 'w"I'llbw w4% "N K *AMAme�AAankV44NVM&#WbUSWI,Rt,W 11 14 lans"s MUVPM-F"ft.mu�Rgbw-AusRRM was 0 "am &,& ist c v - Till" c, 7-11� 1 tiic'AA 7. I;kWdn *1011,00, - <Wlet $Imi - 'AV, &Y ff Prearitidid J" Me -p -A 0 I= ito dill de me# -4 N-t� -Wk *ffAwAdw j"' Oro *w 4( cal"volmid ots, ail . At am ,*&Mto� Met va M, okk ='="' 2 Y" mwim NoIN is oft Imm "row of "sawen maxwe'L 4, Stitt ..A Sk,&.tA- - *p0imed fav� the A W, Rothiat - il tkild- mhremia� vate or seem fleer batibeel- bm,IM ft a cIawykAft as"010 ftt swrom gimm Cftmd*60M hw1w a ft" amm vshis or N w has am a won wall "M or so w am Oviessaiwat Knedf M = isimahm Webb. "W war ft abletim dollywaw" -W-le .'A&.* -ollodlit, ligatilm.if rier ff. t- V2 H, Refidle,fte 9,V2 4, ft& aw. VW witialose handles #. L���;aa ...'. camadeamaget. lakift a faft. Spirved.40ailt of 23 . I.& ims a eir,go. w" asiosavoill fifted I. the ammi elixica, I - - 0. .dMwa thimasitisiamma ..sboitid 1111A. LM" 09 ftb~ - As an :=10,00== 2==CZ=;==*f bass IN mnww sibli ft UL CaRoflaw vahadifasair �Ime 1110 4 NM&V omd ,*to of So 41 its, I'Mrstle" BROM vw C-W*W as". 0"" wi's, ft talliftew vhwmtvqAwm­e1b.r0<*er"ma-bea* bt-fthsirklift�'-will, %#tRep-w-i;'vtM'thkk',aWaxtRmi Malleaw= SwAl" sim" chimeetedoliti h"" . ft- ww -&.,d 2% � *m and adelio ftbW in M qoMAW4d sievial AWW War left raleMset awwavovpk� .&swam ftIft milembiflow ammaus owevvismaism - WA Midi $� Sawl ftumbe - it� "i SAW -OM - VA&M WOW44161 $0 Sittialbars beat Flaftbillet - XdM 10 Or 12 It ww wis IN, w I'V2 40. vgs& toni so 4 it Oc. hisat "welaw ftell a am at A IN eivah sal All-leil or slaIallIft ft"t "WrIeviS te" 12, Xw$ Gil olaw Met, wk" 1=004 A."or 46,41 M b, owed ton or qbp-"- N.- A it I*,% I-WI45 19,' 01 J'v2:N vadigh heth ter i�rgqa dileithe., I- 4 fthieg, 1�)V:t foi. .49 fav& trshithd$ p.,ed,gO,,bi ft ,Ied. -­% Wa.pa , If at, oc, Adb,4" ov" � w dwmm mm Is 6 In, fwh 010 dft of ki "soold am pli no vraft "W" -ho"Aw" dow, ft 6`0104 ter sidefteletwited to ft Wo impla d, thwww to taimlebe vet port eviallesiteri. -Wasombxw4twmdd--U"thoxwwtgwftm�m�A"O-�wAftrI'Mok, att"a'Twok'o ft Mio.w4 emAel - AG, 11i thIber piamed . wmitived ~ "ve, ftIO�11worivel-10LON111kolikkipalnilwar wassinewthaivol,loshalbyl-V20i K omnv. Attached be YAM ft ommew of mw"o VM fift� to d, oci ON #x -'r". 04 . Aw two MMMM 11C - 1%. = or AX wAto"wt*st*ommtft*o-lb*-A-(Wi?mwl-As�4twot,kt-itaq,$-Wt�we"�tw�g. U - ftm�." v" 12 it %')%, oal 72 t., oc� moth "e',eabaloodiedily '.Id, It Ibim ow ow himillaretio "Wedet AS it" Or- Crete hate'- rom 9 ft W& hedbeh" WAdreallodAer to m0l" tormare - Waided 24 fe, QC� Asiftimme 6 ft M-4 Mot use heawreg 08 am witeah, 09"i wo jaw wo, Invest gvm. jobs wid JIM whilaw lowleat som, u- igivaled $1 IN W. The maleh nahibiter .4 *roae have " at thow . - f0had" It the east vl . thatillow to ftdIftft ft cig"wwworl, WOVMXXWWUA! - Type, 04t w K'A ="m - To" q p"Itz we -w gNffM ST4lkTft 4"*M GO - rot r_ V -XI, Wc," Wvl&mbm"A&&%04r4cvww���PEW.W �AXSYLIIL-211&_ 44 REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 I S" I ' V r 7DECF S PERMI DRAWN Author Checker DATE 05/24/18 SCALE As indicated JOB NO. 15-055 SHEET HVAC PLAN. SCALE 1/16' = 1'-0' 1st FLOOR OVERALL 3 UNIT CORRIDOR 4TH FLOOR 1 UNIT HVAC PLAN — 2nd FLOOR OVERALL SCALE 1/16' = 1'-O' REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 4 BLDG. DEPT. COMMENT 08-27-18 r N CO N N th Co r J LL F—U) �F- F- a. a. C' (f� Qo�O J_HOCn W MwLL(L W o U U QQ�� U �a 0 ppm UZo O �Ow J 1-- V ♦ z Z O CO MR1, 444 k4k k j�'k41 �t y yly.l ll4 lit1T i�({kEy yi.'t} Pl k4i °ry4Ei4 4k �111iy k yak 11F..il y5 4 � 441 4 4kk ky} 'NF �4kp k 4kk Se t4t4k44 f g 4fkv4u�lh"k�k A Co CDCnN n Ld n: x U Y H Z Q D Q x Q Q �W g I.i. LL Z Q J J CY —' U) Z w Z W O a O � z � o F —� W Q m � a O QLL Z Cl Q O �- W LLLL V O DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET HVAC PLAN - 3d - 4th FLOOR OVERALL SCALE 1/16' = 1'-V HVAC PLAN - 4th FLOOR TRASH ROOM SCALE 1/4' = V -0 - HVAC PLAN - 4th FLOOR COMMOM AREA SCALE 3/16' = 1'-0' ,^q3° �00'O000JOrye01 .sem ji t'���, r���E�a11eEEs�� REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 4 BLDG. DEPT, COMMENT 08-27-18 N LO (O ti N N M M � J LL FZQ (� Z < �g J a�N� U) Q 83 otoo J H O N U MwL �Wp oU U <<S U �0o ppm UZo O U)W_ �Ow V / z Z O O tt4�1'Yl% S 4 45 'Y ``t1j 1 4. <tfin' '}R 131}111 i' ICY. Yk i tf i4f 4 CD �1}1�1 re 5� xtitir .i�yy4C� r�TttyyR�i R 111 }� L 11}�13 � 11.: xl �. fy 7ty' t ii - hA rtyy;;y ytt s, CD N W a_ x U Y H Z a 0 a x a Q O W LL a Q a D J J < Cl)Z > Z W o�2 w � o O o OC 'L. W Q �0. �Qo Z Z Q O Q a W LL v LLo DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET M.la OOi Oi Oi 44 TONI N N M M r' J —J 1.TON 1TTON 1T TON HVAC PLAN — 1st FLOOR DETAIL SCALE 1/8' = 1'-0' SCALE 1/4' = 1'-0' MAINTENANCE AREA Nom TYP. OF 2) 6'® 6 0 ZOx2O 60 CFM 6' 2 MN .� 1pp�yy��pp� CFMI AV4A �b��► � e ' �� [ f V` X3.0. �• : ''4,,✓ �o ® a No. 72998 e r _ STATE OF s99� NAL ;E� �y�® REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 i N LO O r - N N M M r' J HVAC PLAN — 1 st FLOOR < Z DETAIL J X14 CU -10J SCALE 1/4' = 1'-0' MAINTENANCE AREA 4 TON N l1 \O1L o P CU -11 W JLu F - OF - �5vg 4 TON -u- 6'® 6 0 ZOx2O 60 CFM 6' 2 MN .� 1pp�yy��pp� CFMI AV4A �b��► � e ' �� [ f V` X3.0. �• : ''4,,✓ �o ® a No. 72998 e r _ STATE OF s99� NAL ;E� �y�® REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 co m C" N ti W c: x U Y F Z a 0 a x x LL Q O W 0 LL a CY J Cl)Z Z W o o O~ o LL Lu U 0a� �QLL Z � Q O z J Q a W LL v o > DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET MI1 N LO O r - N N M M r' J u- < Z J � J Q � d � � N <- c o P W JLu F - OF - �5vg -u- �Wo0 U QQL6° U moo.. ::) 0 UZp J v' OOJcy) -iO w J F- of Q00< V / Z O Z ti (D co m C" N ti W c: x U Y F Z a 0 a x x LL Q O W 0 LL a CY J Cl)Z Z W o o O~ o LL Lu U 0a� �QLL Z � Q O z J Q a W LL v o > DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET MI1 CONDENSER UNIT TYPICAL PIPING RISER DIAGRAM NTS CONDENSING UNIT ON CONCRETE PAD LIQUID AND SUCTION LINES UP FROM BELOW GRADE TO AHU COOLING COIL INSULATION MAXIMUM 2 PIPES (SUCTION PER CONDUIT, TYP. LINE ONLY) SEAL END OF PVC CONDUIT WITH EXPANDABLE FOAM. TRIM OFF FOAM EXCESS AT END OF CONDUIT AND APPLY A WATERPROOF MASTIC TO SEAL REFRIGERANT PIPING. 6" ABOVE GRADE 6" ABOVE FINISHED FLOOR, ROOF OR GROUND LIQUID AND SUCTION LINES UNDER GRADE ENCASED IN SCHEDULE 40 PVC PIPE CONDUIT, REFRIGERANT LINES IN PVC PIPE SHALL BE SOFT COPPER, SEAMLESS WITHOUT JOINTS. _IQUID AND VAPOR LINES RUN =ROM CONDENSER UNIT OUTSIDE BUILDING TO EACH INSIDE UNIT. REFER TO TABLES ON THIS SHEET =OR SIZING REQUIREMENTS PER MANUFACTURER SPECIFICATIONS NOTES: 1. THE MAXIMUM ALLOWABLE LENGTH OF A RESIDENTIAL SPLIT SYSTEM DEPENDS ON THE LIQUID LINE DIAMETER AND VERTICAL SEPARATION BETWEEN INDOOR AND OUTDOOR UNITS. SEE TABLE 1 ON THIS SHEET FOR LIQUID LINE SIZING AND MAXIMUM LENGTHS . 2. AN APPLICATION IS CONSIDERED LONG LINE, WHEN THE REFRIGERANT LEVEL IN THE SYSTEM REQUIRES THE USE OF ACCESSORIES TO MAINTAIN ACCEPTABLE REFRIGERANT MANAGEMENT FOR SYSTEMS RELIABILITY. DEFINING A SYSTEM AS LONG LINE DEPENDS ON THE LIQUID LINE DIAMETER, ACTUAL LENGTH OF THE TUBING, AND VERTICAL SEPARATION BETWEEN THE INDOOR AND OUTDOOR UNITS. FOR AIR CONDITIONER SYSTEMS, THE TABLE 2 ON THIS SHEET SHOWS WHEN AN APPLICATION IS CONSIDERED LONG LINE. 3. ACCEPTABLE VAPOR LINE DIAMETERS PROVIDE ADEQUATE OIL RETURN TO THE COMPRESSOR WHILE AVOIDING EXCESSIVE CAPACITY LOSS. THE SUCTION LINE DIAMETERS SHOWN IN TABLE 3 IN THIS SHEET ARE ACCEPTABLE FOR AC SYSTEMS WITH PURON REFRIGERANT. CONDENSER UNIT PIPING DIAGRAM TYPICAL DETAIL NTS "Maximum Total Equivalent Length Outdoor Unit BELOW Indoor Unit" - TABLE 1 Size Liquid Line Connection Liquid Line Diam. w/TXV AC with Puron Refrigerant Maximum Total Equivalent Lengh*: Outdoor unit BELOW Indoor Vertical Separation ft (m) "0-5 (0-1.5)" "6-10 (1.8-3.0)" "11-20 (3.4-6.1)" "21-30 (6.4-9.1)" "31-40 (9.4-12.2 "41-50 (12.5-15. 2)„ "51-60 (15.5-18.3)" "61-70 (18.6-21.3)" "71-80 (21.6-24. 4)" 1/4 within allowed lengths 1/4 75.0000 75.0000 75.0000 50.0000 50.0000 * * * 120 (36.6) (36.6) total 120 (36.6) 024 AC with Puron 3/8 5/16 250** 250** 250** 250** 250** 225** 175.0000 125.0000 100.0000 3/8 250** 250** 250** 250** 250** 250** 250** 250** 250** (In. OD)" 5/16 175.0000 150.0000 150.0000 100.0000 100.0000 100.0000 75.0000 2)" 036 AC with Puron 3/8 3/8 250** 250** 250** 250** 250** 250** 250** 250** 250** 0.48 AC with Puron 3/8 3/8 250** 250** 250** 250** 250** 250** 230.0000 160.0000 *** 060 AC with Puron 3/8 3/8 250** 250** 250** 225** 190.0000 150.0000 110.0000 *** *** * Maximum actual length not to exceed 200ft (61m) ** Total equivalent length accounts for losses due to elbows or fitting. See the Long Line Guideline for details. *** outside acceptable range "AC WITH PURONr REFRIGERANT LONG LINE DESCRIPTION ft (m) Beyond these lengths, long line accessories are required" - TABLE 2 Liquid Line Size Units On same Level Outdoor Below Indoor Outdoor Above Indoor "Maximum No accessories needed No accessories needed 1/4 within allowed lengths within allowed lengths 175 (53.3) Line onsultants 50 (15.2) vertical or 120 1325 S. BUMBY AVE ORLANDO, FLORIDA 32806 5/16 120 (36.6) (36.6) total 120 (36.6) Diamete (407) 896 7412 FAX 35 (10.7) vertical or "51-80 3/8 80 (24.4) 80(24.4) total 80 (24.4) ►ya;"rs ti��4� Vapor Line Sizing and Cooling Capacity Losses - Puronr Refrigerant 2 --Stage Air Conditioner Applications - TABLE 3 "Unit "Maximum "Vapor ) "Cooling Capacity Loss (%) Liquid Line onsultants 1325 S. BUMBY AVE ORLANDO, FLORIDA 32806 Total Equivalent Line Length ft. (m)" Nominal Size Line Diamete (407) 896 7412 FAX "26-50 "51-80 81-100 101-125 126-150 151-175 "226-250 (Btuh)" Diameters rs (7.9-15.2) " (15.5-24. (24.7-30. (30.8-38. (38.4-45. (46.0-50. 176-200 (53.6-60.0) 201-225 (61.3-68.6) (68.9-76. (In. OD)" (In.) OD" 4)' 5) 1) 7) 3) 2)" "024 5/8 0.0000 1.0000 I 3 0 3�� D 2 -Stage 3/8 Puron` 3/4 0.0000 0.0000} 1 . 1. AC" , "036 5/8 1.0000 2.0000Y 2 -stage 3/8 3/4 0.0000 0.0000 t�MOti Puron AC" 7/8 0.0000 0.0000iZ 048 3/81.0000 2.0000 2 -Stage 3/8 7/8 0.0000 1.0000 �# 2r1 0 ; Puron AC" 1-1/8 0.0000 0.0000 .060 3/4 1.0000 2.0000 2 -Stage 3/8 7/8 0.0000 1.0000 Q� Puron AC" 1-1/8 0.0000 0.0000 Cfk ( , .? ;ti► f l �. : , , , „i it5r rte 1 i ... tl #t c erne, * Applications in this area are not recommended due to insufficient oil return ►ya;"rs ti��4� �o�yy 4?- ) ngineenng onsultants 1325 S. BUMBY AVE ORLANDO, FLORIDA 32806 ° °0°j°oo•°° r (407) 8967411 PHONE `d s (407) 896 7412 FAX CA# 91gattnet FARSHAD ANTIKCK PE #72998 REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 4 BLDG. DEPT, COMMENT 08-27-18 N LO co r - C'4 N th M LLJ FQ Z _ UZ g CL CL N J U) Qo�O U �F-o� W �W�5 LLa M��2 `-Wo0 QL6° CU a UZo 0 15 'Ow J I-- �^^ Q W vJ Z z 0 to i fktiju T e�i�Ct x `� i i�i1i x ri 5ii� r 0 N N W a x U Y z a 0 x aNc Q O W 5 LL D CO Z Z W 0 O V Z a W o ciao a LL a �i IO v 0 a Q W LL LU I_ C V DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET M.2a VO WALL VENT WITH SCREEN AND DAMPER MECHANICAL FLOOR PLAN SCALE 1/4" = 1'-0" MECHANICAL SYMBOLS (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS AFD/AD FIRE DAMPER W/ACCES DOOR FRAME FINISH MANUFACTURER SUPPLY AIR DIFFUSER - ARROWS INDICATE ® PATTERN. NO PATTERN SHOWN EQUALS 4 -WAY. RPM RETURN AIR DEVICE ® EXHAUST DEVICE SEE ARCHITECT RIGID ROUND DUCT TO FLEX 24X8 SINGLE LINE SUPPLY AIR DUCTWORK WITH OPPOSITE BLAS DAMPER 24X8 SINGLE LINE RETURN AIR DUCTWORK 600 SERIES MANUFACTURER SPIN -IN TAKE OFF -FITTING SEE ARCHITECT WITH DAMPER AND SCOOP PRICE SPIN -IN TAKE OFF -FITTING ONLY ® SUPPLY OR OUTSIDE AIR DUCT OFF-WHITE RETURN AIR DUCT. ® RELIEF OR EXHAUST AIR DUCT. FLARED SPIN -IN WITH DAMPER AND 80 FLEX DUCT (DIFFUSER CONNECTION). 80 REQUIRED PRICE RAG ALUMINUM RETURN GRILL NECK SIZE SA DUCT, SPIN -IN DAMPER, OFF-WHITE 80 OR FLEX DUCT TO AIR DEVICE 220 REQUIRED WITH CFM. 80 -FF CFM �® AIR TRANSFER GRILLE TO SPACE THERMOSTAT AIR DISTRIBUTION SCHEDULE MARK DESCRIPTION FRAME FINISH MANUFACTURER 100 SP. INCHES OF WATER TYPE RPM & MODEL MOTOR HP / WATTS ALUMINUM WALL MOUNT SUPPLY REGISTER SEE ARCHITECT BAKED PRICE REG WITH OPPOSITE BLAS DAMPER FLOOR PLAN ENAMEL 600 SERIES MANUFACTURER ALUMINUM EXHAUST LOUVER DIFFUSER SEE ARCHITECT BAKED PRICE EAG WITH CROWN CEILING RADIATION DAMPER FLOOR PLAN OFF-WHITE CABINET TYPE (VERT/HORIZ) VERTICAL MODEL 1575 -CRD ENAMEL 80 SEE ARCHITECT BAKED PRICE RAG ALUMINUM RETURN GRILL FLOOR PLAN OFF-WHITE 80 OR (EGG CUTE) ENAMEL 80 -FF - - SEE ARCHITECT BAKED PRICE TG ALUMINUM SFER GRILL (EGG CRATE FLOOR PLAN OFF-WHITE E.S.P. (" W. G.) 0.6 0.6 ENAMEL 630 OAL OUTSIDE/EXHAUST AIR LOUVER,FLANGE FRAME SEE ARCHITECT GREENHEC( EAL WITH BIRD SCREEN, ALUMINUM MATERIAL FLOOR PLAN ALUMINUM EHH601D 1/5 WIND DRIVEN RAIN TYPE LOUVER TOTAL CAPACITY MBH(TON) "UNIT A" EXHAUST FAN SCHEDULE TAG EF -1/2/3 LOCATION OR SERVES TOILETS CFM 100 SP. INCHES OF WATER 0.20 RPM 950 MOTOR HP / WATTS 19.2 WATTS VOLTS / PHASE 115/277 10 DRIVE DIRECT TYPE CEILING FAN WEIGHTS (LBS) 17 MANUFACTURER GREENHECK MODEL NO. SP A110 REMARKS 1,2,3,4,5,6 REMARKS (TYPICAL LINITS): . PROVIDE UNIT MOUNTED DISCONNECT SWITCH. 2. WITH WALL SWITCH. 3. PROVIDE SPEED CONTROLLERS. 4. PROVIDE, BACKDRAFT DAMPER (BDD), AND BIRD SCREEN PROTECTION. 5. PROVIDE SUPPORT RODS AND VIBRATION ISOLATOR. 6. CONTRACTOR SHALL COORDINATE VOLTAGE SELECTION WITH THIS PROJECT PROVIDE TRANSFORMER IF NECESSARY. . 4"/ GALVANIZED DRYER WALL VENT W/DAMPER AND NO SCREEN -14x12,TG14x12,11; 1'x..1 2' AHI 1 ! 4 4"0 DRYER VENT .EF -2 PROVIDE RECIRCULATION FAN ON TOP OF RANGE WITHOUT CONNECTION TO OUTSIDE. MECHANICAL EL00 R PLAN n SCALE 1/4" = 1'-0" "UNIT B" 5'-0" MAXIMUM NOTES: METAL STRAP 1). DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING. MAXIMUM SAG 1/2" PER FOOT 1_1/2" MIN 2). SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR OF SUPPORT SPACING CAUSE OUT -OF -ROUND SHAPE. 3). ALL SUPPLY BRANCHES "MUST' HAVE A MIN. OF ° 2FT. DISTANCE BETWEEN EACH COLLIER WHEN APPLICABLE. EXCEPT BRANCHES STRAIT PERPENDICULAR ACROSS FROM EACH OTHER. 1 FLEX DUCT BOOT TAP FITTING OR MANUAL BALANCING DAMPER(MVD) SPIN -IN FITTING QUARTER TURN WITH BLADE STOPS. W/AIR SCOOP PROVIDE A HAND LOCKING QUADRANT SEAL ALL JOINTS. THAT EXTENDS APRROX. 1" OFF THE DUCT. PROVIDE WING NUT FOR LOCKING. SUPPORT STRAP PER 6TH EDITION FBCM SECTION 603.10 WIRE HANGER SUPPORTING DIFFUSER CEILING DIFFUSER TYPICAL DIFFUSER DETAIL SCALE: N.T.S. VENTILATION NOTE: PER FBCM 402.2 MINIMUM OPERABLE OPENING AREA TO OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. AHU-1 637 SF x 4% = 25.48 SF REQUIRED, 2X(6'x5') WINDOW = 60 SF OPERABLE OPENING AREA PROVIDED. AHU-2 900 SF x 4% = 36 SF REQUIRED, 3X(6'x5') WINDOW = 90 SF OPERABLE OPENING AREA PROVIDED. MECHANICAL SCHEDULE SCALE: NONE 6"0 WALL VENT NTH SCREEN AND DAMPER FRAME xlwDt 3'x14" METAL DUCT BETWEEN TWO FRAMES TRASFER GRILLE DETAIL SCALE: NONE AIR HANDLJNG + CONDENSING UNIT SCHEDULE MARK FROM ABOVE SUPPLYTYPICAL INSULATED ( ) DUCT R-6 SHEET METALINSULATED JIX/-- DUCT DX-SPUT DX -SPOT DIFFUSER INSULATED CARRIER CARRIER BOOT FLEXIBLE DUCT R-6 25HBC/FB4C 25HBC/FB4C CEILING CEILING DIFFUSER TYPICAL DIFFUSER DETAIL SCALE: N.T.S. VENTILATION NOTE: PER FBCM 402.2 MINIMUM OPERABLE OPENING AREA TO OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. AHU-1 637 SF x 4% = 25.48 SF REQUIRED, 2X(6'x5') WINDOW = 60 SF OPERABLE OPENING AREA PROVIDED. AHU-2 900 SF x 4% = 36 SF REQUIRED, 3X(6'x5') WINDOW = 90 SF OPERABLE OPENING AREA PROVIDED. MECHANICAL SCHEDULE SCALE: NONE 6"0 WALL VENT NTH SCREEN AND DAMPER FRAME xlwDt 3'x14" METAL DUCT BETWEEN TWO FRAMES TRASFER GRILLE DETAIL SCALE: NONE AIR HANDLJNG + CONDENSING UNIT SCHEDULE MARK AHU-1 AHU-2 CU -1 CU -2 SYSTEM TYPE DX-SPUT DX -SPOT CARRIER CARRIER MANUFACTURER 25HBC/FB4C 25HBC/FB4C MODEL NO.- COND UNIT 25HBC31BA003 25HBC324AO03 MODEL NO.- AIR HANDLER FB4CNFO18T00 FB4CNFO24T00 CABINET TYPE (VERT/HORIZ) VERTICAL VERTICAL of Ld a CFM TOTAL 600 800 z a = CFM O.A. - - a ¢ E.S.P. (" W. G.) 0.6 0.6 0 FAN MOTOR HP 1/5 1/4 TOTAL CAPACITY MBH(TON) 18(1,5) 24(2) z SENSIBLE CAPACITY (MBH) 14 19 zia vo ENT. AIR TEMP.(F)(DB/WB) 78/67 78/67 LEAV. AIR TEMP.(F)(DB/WB) 59/58 59/58 KW AUXILIARY HEA CA FOR SINGLE POINT CONNECTION 8/48.5 8/46 5 a HEATER STAGES 1 1 o HEATER MOCP 50 50 = HTG HEAT PIMP CAPACITY(MBH) 30 30 HTG HEAT PDNIP COLFRESSOR POWXKW) 2.51 2.51 ~ NO. COMPRESSORS/CYLINDERS 1 1 z COMP. MCA 11.7 17.6 c� z COMP. R.L.A. 9 13.5 N w COMP. L.R.A. 9 13.5 z9 NO. COND. FANS 1 1 0 o FAN FLA. 0.5 0.75 MAX. FUSE OR BRK AMPS 15 25 w� AIR HANDLER - V/PH/60 230/1/60 230/1/60 w COND. UNIT - V/PH/60 230/1/60 230/1/60 NOTES: 1. PROVIDE 1" THICK 30% THROWAWAY FILTER. FARR 30/30 OR EQUAL. 2. PROVIDE SMOKE DETECTOR AT SUPPLY DUCT IN ACCORDANCE TO SECTION 606 OF FBCM. 3. PROVIDE 24 V CONTROL FOR A PROGRAMMABLE 24, 7 -DAY TIME CLOCK T'STAT. 4. OUTSIDE AIR FOR VENTILATION ARE CALCULATED USING FLORIDA BUILDING CODE CHAPTER. 5. INSTALL AIR HANDLING AND CONDENSING UNITS PER MFG.' RECOMMENDATIONS. 6. REFRIGERATION LINE SIZE AND INSTALLATIONS IN ACCORDANCE WITH MFG.' RECOMMENDATIONS. 7. PROVIDE PHASE LOSS PROTECTION. TYPICAL < . u O o* No. 72903 ; ®.• • �-> • � ,fir -rI : u{y,TAT!"E OF s REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 105-24-18 DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET AIR HANDLING + CONDENSING UNIT SCHEDULE TAG AHU-3 AHU-4 AHU-5 AHU-6 AHU-7 AHU-8 AHU-9 AHU-10/11/12 AHU-13/14/15 MARK CU -3 CU -4 CU -5 CU -6 CU -7 CU -8 CU -9 CU -10/11/12 CU -13/14/15 SYSTEM TYPE DX -SPOT OX -SPLIT DX -SPLIT DX -SPLIT DX -SPLIT DX -SPOT DX -SPLIT DX -SPOT DX -SPOT VOLTS / PHASE CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER CARRIER MANUFACTURER 24ACB/FV4C 24ACB/FV4C 24ACB/FV4C 24ACB/FV4C 24ACB/FV4C 24ACB/FV4C 24ACB/FV4C 24ACB/FV4C 24ACB/FV4C MODEL NO.- COND UNIT 24ACB724AO03 24ACB724AO03 24ACB74BA003 24ACB748AO03 24ACB736AO03 24ACB736AO03 24AC876OA003 24ACB748AO03 24ACB724AO03 MODEL NO.- AIR HANDLER FV4CNF002LO0 FV4CNF002L00 FV4CNF005L00 FV4CNF005L00 FV4CNF003L00 FV4CNF003L00 FV4CNF006L00 FV4CNF005L00 FV4CNF002L00 w CABINET TYPE (VERT/HORIZ) VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL VERTICAL 18 18 Z) ALUMINUM ALUMINUM EHH601D COMP. MOCP 30 30 Z Q 2. SEE ARCHITECTURAL CEILING PLAN FOR FRAME TYPE. 0 CFM TOTAL 800 800 1600 1600 1600 1200 1600 1600 800 z RAG=RETURN AIR GRILLE 400 CFM z O COMP. L.R.A. 14 14 U LD=LINEAR DIFFUSER = CFM O.A. 200 210 285 610 150 150 150 155 210 COND. UNIT - V/PH/60 208-230/1/60 208-230/1/60 Q W 0 NOTES: 1. PROVIDE PROGRAMMABLE 24/7 THERMOSTAT WITH HEATING, COOLING AND ON, OFF, AUTO FOR FAN. COORDINATE LOCATION WITH OWNER. 2. INSTALL AIR HANDLING AND CONDENSING UNITS PER MFG.' RECOMMENDATIONS. 3. REFRIGERATION LINE SIZE AND INSTALLATIONS IN ACCORDANCE WITH MFG.' RECOMMENDATIONS. ¢Q E.S.P. (" W.G.) 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0.6 0 FAN MOTOR HP 1/4 1/4 3/4 3/4 3/4 1/3 3/4 3/4 1/4 TOTAL CAPACITY MBH(TON) 24(2) 24(2) 46(4) 46(4) 46(4) 36(3) 46(4) 46(4) 24(2) 0 Z_ SENSIBLE CAPACITY (MBH) 19 19 36 36 36 28 36 36 19 OF- vo ENT. AIR TEMP.(F)(DB/WB) 78/67 78/67 78/67 78/67 78/67 78/67 78/67 78/67 78/67 LEAV. AIR TEMP.(F)(DB/WB) 59/58 59/58 59/58 59/58 59/58 59/58 59/58 59/58 59/58 KW AUXILIARY HEA CA 5/27.8-208 5/27.8-208 10/50.4-208 10/50.4-208 10/50.4-208 10/50.4-208 10/50.4-208 10/50.4-208 5/27.8-208 FOR SINGLE POINT CONNECTION _¢ HEATER STAGES 1 1 1 1 1 1 1 1 1 o HEATER MOCP 30 30 60 60 60 60 60 60 30 NO. COMPRESSORS/CYLINDERS 2 2 2 2 2 2 2 2 2 z COMP. MCA 17.6 17.6 26.2 26.2 26.2 21.5 26.2 26.2 17.6 El z COMP. R.L.A. 13.5 13.5 19.9 19.9 19.9 15.3 19.9 19.9 13.5 Fn o COMP. L.R.A. 58.3 58.3 109 109 109 77 109 109 58.3 o NO. COND. FANS 1 1 1 1 1 1 1 1 1 0 FAN FLA. 0.77 0.77 1.4 1.4 1.4 1.4 1.4 1.4 0.77 MAX. FUSE OR BRK AMPS 25 25 40 40 40 30 40 40 25 w < TUR HANDLER - V/PH/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 J ¢ w COND. UNIT - V/PH/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 208/1/60 AHU 112 112 157 157 157 122 157 157 112 OPERATING WEIGHT - Lb.CU 134 134 215 215 215 135 215 215 134 REMARKS 1,3,4,5,6,8,9,10,11,12,14 NOTES: 1. PROVIDE l" THICK 30% THROWAWAY FILTER. FARR 30/30 OR EQUAL. 2. PROVIDE SMOKE DETECTOR AT RETURN DUCT IN ACCORDANCE TO SECTION 606 OF FBCM 6TH EDITION 2017. WHENEVER THE SMOKE DETECTOR SENSES PRODUCTS OF COMBUSTION, SHALL INITIATE A SUPERVISORY SIGNAL TO THE BUILDING FIRE ALARM CONTROL PANEL. THE SUPPLY FAN SHALL BE DE -ENERGISED VIA THE FIRE CONTROL ALARM PANEL. IF BUILDING DOES NOT HAVE ALARM CONTROL SYSTEM , SMOKE DETECTOR SHALL INITIATE SUPERVISORY SIGNAL TO AUDIBLE/VISUAL SIGNALS FOR ACTIVATION AND TROUBLES. MUST BE LOCATED BELOW CEILING NOT MORE THAN 6 FEET AFF. COMPLY WITH NFPA 90A CHAPTER 6, SECTION 6.4.4.3. AND FBC-M 6TH EDITION 2017 SECTION 606.4. 3. PROVIDE 24 V CONTROL FOR A PROGRAMMABLE 24, 7 -DAY TIME CLOCK T'STAT OR COMBINATION OF THERMOSTAT/HUMIDISTAT. CONTROL SYSTEM SHALL HAVE A 5 'F DEADBAND, SET POINT OVERLAP RESTRICTION, CAPABILITY OF SETBACK TO 55 'F(HEAT) AND 85 'F(COOL), 7 DAY CLOCK, 2 HOUR OCCUPANT OVERRIDE; 10 HOUR BACK UP. CAPABILITY OF PROPORTIONAL INTEGRAL CALCULATION TO DETERMINE THE NUMBER OF STAGES REQUIRED FOR HEATING, COOLING AND HUMIDITY TO PROVIDE ACCURATE TEMPERATURE AND HUMIDITY CONTROL. EQUAL TO 33CS2PP2S-03, SYSTXCCITN01-A OR TP-PRH01-B CARRIER. 4. PROVIDE VARIABLE SPEED MOTORS FOR AIR HANDLERS THROUGH 5 TONS CAPACITY, PROVIDE STAGED AIR VOLUME(VFD) FOR AIR HANDLERS MORE THAN 5 TONS CAPACITY. PROVIDE TWO STAGE COMPRESSORS FOR CONDENSING UNITS THROUGH 7.5 TONS CAPACITY, PROVIDE COMPRESSORS WITH APR HOT GAS BY-PASS FOR CONDENSING UNITS GREATER THAN 7.5 TONS CAPACITY. 5. HUMIDITY CONTROL FOR AC UNITS 1.5-5 TON CAPACITY: OCCUPIED AND UNOCCUPIED, IF THE SPACE HUMIDITY RISES ABOVE %50 RH COMPRESSOR SHALL RUN IN FIRST STAGE, AND STAGED AIR VOLUME (VFD) AIR HANDLERS SHALL OPERATE IN LOW SPEED DURING FIRST STAGE OF COOLING, ALLOWING DEHUMIDIFICATION BY EXTENDING THE RUN TIME WITHOUT OVERCOOLING, AFTER THE DELAY TIME IF ADDITIONAL COOLING IS STILL REQUIRED COOLING SYSTEM SHALL BE BACK ON FULL CAPACITY SO THAT THE COOLING DEMAND WILL BE SATISFIED. 6. PROVIDE SINGLE PHASE LOSS VOLTAGE MONITORING DEVICE EQUAL. TO P251-0092 TOTALINE TO PROTECT FROM OVER OR UNDER VOLTAGE, RAPID SHORT-CYCUNG, AND POWER INTERRUPTIONS. 7. PROVIDE APR HOT GAS BAY -PASS WITH VFD FOR AC UNITS 6 TON CAPACITY AND MORE. WHEN SYSTEM IS IN FIRST STAGE OF COOLING, VFD SHALL DRIVE THE FAN INTO LOW SPEED. ALLOWING DEHUMIDIFICATION BY EXTENDING THE RUN TIME WITHOUT OVERCOOLING. 8. OUTSIDE AIR FOR VENTILATION ARE CALCULATED USING FLORIDA BUILDING CODE CHAPTER 4 FBC-M 6TH EDITION 2017. 9. INSTALL AIR HANDLING AND CONDENSING UNITS PER MFG.' RECOMMENDATIONS. 10. REFRIGERATION LINE SIZE AND INSTALLATIONS IN ACCORDANCE WITH MFG.' RECOMMENDATIONS. 11. PROVIDE MANUAL AND BAROMETRIC DAMPER FOR OUTSIDE AIR INSTALLED ON RETURN DUCT. 12. PROVIDE 5 MINUTE TIME DELAY TO PREVENT SHORT CYCLING OF COMPRESSOR. 13. PROVIDE PHASE LOST PROTECTION FOR THREE PHASE UNITS. 14. MODEL NUMBER FOR AC UNITS ARE PROVIDE TO ESTABLISH STANDARD OF QUALITY AND NECESSARY SPECIFICATIONS. COORDINATE WITH MANUFACTURE FOR FINAL MODEL NUMBERS. EXHAUST FAN SCHEDULE TAG EF -4/5/6/7 EF -8 EF -9/10/11 EF -12 LOCATION OR SERVES RESTROOMS TRASH AREA 1ST FLOOR TRASH AREA 2ND -4TH FLOOR LAUNDRY AREA CFM 75 150 150 180 SP. INCHES OF WATER 0.20 0.3 0.3 0.25 RPM 900 1400 1400 1400 MOTOR HP / WATTS 29 WATTS 54.4 WATTS 55.1 WATTS 54.4 WATTS VOLTS / PHASE 115/277 10 115/277 10 115/277 10 115/277 10 DRIVE DIRECT DIRECT DIRECT DIRECT TYPE CEILING FAN CEILING FAN IN LINE CEILING FAN WEIGHTS (LBS) 12 17 16 17 MANUFACTURER GREENHECK GREENHECK GREENHECK GREENHECK MODEL NO. SP A90 SP A190 CSP A190 SP A190 REMARKS 1,2,3,4,6 2,3,4,5,6 2,3,4,5,6 1,2,3,5,6 REMARKS (TYPICAL ALL UNITS) 1. WITH WALL SWITCH. 2. PROVIDE SPEED CONTROLLERS. 3. PROVIDE, BACKDRAFT DAMPER (BDD), AND BIRD SCREEN PROTECTION. 4. PROVIDE SUPPORT RODS AND VIBRATION ISOLATOR. 5. CONTINUOSLY RUN. 6. CONTRACTOR SHALL COORDINATE VOLTAGE SELECTION WITH THIS PROJECT PROVIDE TRANSFORMER IF NECESSARY. DUCTLESS AC UNIT SCHEDULE MARK AHU-16/CU-16 AHU-17/CU-17 SYSTEM TYPE DUCT FREE DUCT FREE MANUFACTURER MITSUBISHI MITSUBISHI MODEL NO.- COND UNIT MSZ-GE24NA MSZ-GE24NA MODEL NO.- AIR HANDLER MUZ-GE24NA MUZ-GE24NA EUH-1/2 CABINET TYPE (VERT/HORIZ) WALL MOUNT WALL MOUNT a CFM TOTAL 570-635-700 570-635-700 z = Q UHEC-052A000 TRANE 1,2,3,4,5 REMARKS: 1. Cif FAN MOTOR F.L.A. 0.36 0.36 PROVIDE THERMOSTAT. TOTAL CAPACITY (MBH) 24 24 U SENSIBLE CAPACITY (MBH) 19 19 z BAKED ENERGY EFFICENCY(SEER) 19 19 JO Q O Q OFF-WHITE 85 SERIES 1.2,3 TG U � ENT. AIR TEMP.(F)(DB/WB) 78/67 78/67 LEAV. AIR TEMP.(F)(DB/WB) 58.7/57.6 58.7/57.6 HEATING DATA KW (AUXILIARY HEAT)/MCA HEAT PUMP HEAT PUMP 85 SERIES NO. COMPRESSORS/CYLINDERS 1 1 H ENAMEL OAL OUTSIDE/EXHAUST AIR LOUVER,FLANGE FRAME z COMP. MCA 18 18 Z) ALUMINUM ALUMINUM EHH601D COMP. MOCP 30 30 Z Q 2. SEE ARCHITECTURAL CEILING PLAN FOR FRAME TYPE. 3. PROVIDE SURFACE MOUNT BORDER FOR HARD CEILING. LLli COMP. R.L.A. 12 12 0 INIUMTOMMATOR, IE. EAL=EXHAUST AIR LOUVER REG=SIDEWALLOR CEILING REGISTER E21D 12x CUBIC FEET PER MINUTE TG=TRANSFER GRILLE RAG=RETURN AIR GRILLE 400 CFM z O COMP. L.R.A. 14 14 U LD=LINEAR DIFFUSER NO. COND. FANS 1 1 AIR HANDLER - V/PH/60 DC24 DC24 J COND. UNIT - V/PH/60 208-230/1/60 208-230/1/60 Q W 0 NOTES: 1. PROVIDE PROGRAMMABLE 24/7 THERMOSTAT WITH HEATING, COOLING AND ON, OFF, AUTO FOR FAN. COORDINATE LOCATION WITH OWNER. 2. INSTALL AIR HANDLING AND CONDENSING UNITS PER MFG.' RECOMMENDATIONS. 3. REFRIGERATION LINE SIZE AND INSTALLATIONS IN ACCORDANCE WITH MFG.' RECOMMENDATIONS. 4. INDOOR UNITS RECEIVE POWER FROM OUTDOOR UNITS THROUGH FIELD -SUPPLIED INTERCONNECTION WIRING. 5. TWO INDOOR UNITS AND ONE OUTDOOR UNIT CONFIGURATION SHALL BE INSTALLED IN ACCORDANCE WITH MFG. DETAILS, STANDARD, CONNECTING PARTS AND WIRING DIAGRAM. ���trt�ti►,v�,, •s f No. X20903 w a • m. e � STATE OF o � a I REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 105-24-18 DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET ELECTRIC UNIT HEATHER SCHEDULE MARK CFM AIR RISE F) kW VOLTS PH MOCP MCA AREA SERVED MODEL MANUFACTURE REMARKS & MODEL EUH-1/2 400 40 5 208 1 35 24.1 FIRE RISER ROOM UHEC-052A000 TRANE 1,2,3,4,5 REMARKS: 1. PROVIDE UNIT WITH DISCONNECT & BUILT-IN THERMOSTAT. 2. HANGER BRACKET. 3. PROVIDE THERMOSTAT. 4. PROVIDE DISCONNECT AND RECEPTACLE. 5. HORIZONTAL INSTALLATION. ���trt�ti►,v�,, •s f No. X20903 w a • m. e � STATE OF o � a I REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 105-24-18 DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET AM DISTF§Btff ON SCFIEDULE (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS) MARK DESCRIPTION MATERIAL FINISH MANUFACTURER NOTES & MODEL CD CEILING DIFFUSER -SQUARE AND RECTANGULARBAKED ALUMINUM OFF-WHITE PRICE 2'3 WITH OPPOSED BLADE VOLUME DAMPER. ENA ASCDbAKtU CD -1 CEILING DIFFUSER -SQUARE AND RECTANGULAR WITH ALUMINUM OFF-WHITE PRICE 2,3 CROWN CEILING RADIATION DAMPER MODEL 1575 -CRD ENAMEL ASCD RAG BAKED PRICE EAG EGGCRATE RETURN OR EXHAUST GRILLE ALUMINUM OFF-WHITE 85 SERIES 1.2,3 TG ENAMEL RAG -1 EGGCRATE RETURN OR EXHAUST GRILLE. BAKED PRICE EAG -1 WITH CROWN CEILING RADIATION DAMPER MODEL ALUMINUM OFF-WHITE 85 SERIES 1,2,3 TG -1 1575 -CRD ENAMEL OAL OUTSIDE/EXHAUST AIR LOUVER,FLANGE FRAME GREENHECK EAL WITH BIRD SCREEN,WIND DRIVEN RAIN TYPE LOUVER ALUMINUM ALUMINUM EHH601D - NOTES: 1. PAINT FLAT BLACK INSIDE OF DUCTS BEHIND GRILLES. PROVIDE DUCT COLLAR WITH ALL GRILLES 2. SEE ARCHITECTURAL CEILING PLAN FOR FRAME TYPE. 3. PROVIDE SURFACE MOUNT BORDER FOR HARD CEILING. 4. PROVIDE WITH PLENUM. FACE SIZE OAL=OUTSIDE AIR LOUVER CD=CEILING DIFFUSER INIUMTOMMATOR, IE. EAL=EXHAUST AIR LOUVER REG=SIDEWALLOR CEILING REGISTER E21D 12x CUBIC FEET PER MINUTE TG=TRANSFER GRILLE RAG=RETURN AIR GRILLE 400 CFM DG=DOOR GRILLE LRD=LINEAR RETURN DIFFUSER LD=LINEAR DIFFUSER ���trt�ti►,v�,, •s f No. X20903 w a • m. e � STATE OF o � a I REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 105-24-18 DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET 6"0 WALL VENT WITH SCREEN AND DAMPER 4"0 GALVANIZED DRYER WALL VENT W/DAMPER AND NO SCREEN "-eO. DRYER..VENT MECHANICAL SYMBOLS (ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS) AFD/AD FIRE DAMPER W/ACCES DOOR DESCRIPTION AIR DIFFUSER - ARROWS INDICATE ®SUPPLY I PATTERN. NO PATTERN SHOWN EQUALS 4 -WAY. i RETURN AIR DEVICE ® EXHAUST DEVICE & MODEL RIGID ROUND DUCT TO FLEX 24X8 I -+ SINGLE LINE SUPPLY AIR DUCTWORK 24X8 SINGLE LINE RETURN AIR DUCTWORK REG SPIN -IN TAKE OFF -FITTING FLOOR PLAN WITH DAMPER AND SCOOP 600 SERIES I SPIN -IN TAKE OFF -FITTING ONLY ® SUPPLY OR OUTSIDE AIR DUCT SP A110 RETURN AIR DUCT. ® RELIEF OR EXHAUST AIR DUCT. SEE ARCHITECT FLARED SPIN -IN WITH DAMPER AND PRICE FLEX DUCT (DIFFUSER CONNECTION). MODULAR CORE WITH CROWN COUNG FLOOR PLAN REQUIRED T NECK SIZE SA DUCT, SPIN -IN DAMPER, RADIATION DAMPER MODEL 1575 -CRD FLEX DUCT TO AIR DEVICE 220 REQUIRED WITH CFM. CFM F-® AIR TRANSFER GRILLE TO SPACE THERMOSTAT AIR DISTRIBUTION SCHEDULE MARK DESCRIPTION FRAME FINISH MANUFACTURER 100 SP. INCHES OF WATER TYPE RPM & MODEL MOTOR HP / WATTS ALUMINUM WALL MOUNT SUPPLY REGISTER WITH SEE ARCHITECT BAKED PRICE REG OPPOSITE BLADE DAMPER WITH CROWN CEILING FLOOR PLAN FFA 600 SERIES I MANUFACTURER RADIATION DAMPER MODEL 1565 -CRD MODEL NO. SP A110 REMARKS 1,2,3,4,5,6 ALUMINUM PERFORATED DIFFUSER SEE ARCHITECT BAKED PRICE REG -1 MODULAR CORE WITH CROWN COUNG FLOOR PLAN OFF -Will ENAMEL SIC TRANSFORMER IF NECESSARY. RADIATION DAMPER MODEL 1575 -CRD CEILING. MODEL GRD-1WT. SEE ARCHITECT BAKED PRICE RAG ALUMINUM RETURN GRILL FLOOR PLAN OFF -Will 80 OR (EGG CRATE) i 80 -FF - DIFFUSER SEE ARCHITECT BAKED PRICE TG ALUMINUM SFER GRILL (EGG CRATE FLOOR PLAN OFF-WHITE (TYPICAL) DUCT R-6 SHEET METAL 0.6 ENAMEL 630 OAL WTSIDE/EXHAUST AIR LOUVER,FLANGE FRAME SEE ARCHITECT DIFFUSER GREENHECK EAL WITH BIRD SCREEN, ALUMINUM MATERIAL FLOOR PLAN ALUMINUM EHH601D -6J1 WIND DRIVEN RAIN TYPE LOUVER CEILING TOTAL CAPACITY MBH(TON) RATION FAN ON TOP OF CONNECTION TO EXHAUST FAN SCHEDULE TAG EF -1/2/3 LOCATION OR SERVES TOILETS CFM 100 SP. INCHES OF WATER 0.20 RPM 950 MOTOR HP / WATTS 19.2 WATTS VOLTS / PHASE 115/277 10 DRIVE DIRECT TYPE CEILING FAN WEIGHTS (LBS) 17 MANUFACTURER GREENHECK MODEL NO. SP A110 REMARKS 1,2,3,4,5,6 MA ALL UNITS): . PROVIDE UNIT MOUNTED DISCONNECT SWITCH. 2. WITH WALL SWITCH. 3. PROVIDE SPEED CONTROLLERS. 4. PROVIDE, BACKDRAFT DAMPER (BDD), AND BIRD SCREEN PROTECTION. PROVIDE SUPPORT RODS AND VIBRATION ISOLATOR. 6. CONTRACTOR SHALL COORDINATE VOLTAGE SELECTION WITH THIS PROJECT PROVIDE TRANSFORMER IF NECESSARY. 7. PROVIDE CEILING RADITION DAMPER IN RATED CEILING. MODEL GRD-1WT. 6;0 WAIL VENT WITH SCREEN SCALE 1/4* = 1'-0" 5'-0" MAXIMUM NOTES: METAL STRAP 1). DUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFORE BENDING. MAXIMUM SAG 1/2" PER FOOT 1_1/2" MIN 2). SUPPORT SYSTEM MUST NOT DAMAGE DUCT OR OF SUPPORT SPACING CAUSE OUT -OF -ROUND SHAPE. 3). ALL SUPPLY BRANCHES "MUST" HAVE A MIN. OF o 2FT. DISTANCE BETWEEN EACH COWER WHEN APPUCABLE. EXCEPT BRANCHES STRAIT PERPENDICULAR ACROSS FROM EACH OTHER. "-- FLEX DUCT MARK AHU-1 BOOT TAP FITTING OR MANUAL BALANCING DAMPER(MVD) SPIN -IN FITTING QUARTER TURN WITH BLADE STOPS. W/AIR SCOOP PROVIDE A HAND LOCKING QUADRANT DX-SPUT SEAL ALL JOINTS. THAT EXTENDS APRROX. 1" OFF THE DUCT. CARRIER CARRIER PROVIDE WING NUT FOR LOCKING. MANUFACTURER 25HBC/FB4C SUPPORT STRAP MODEL NO.- COND UNIT PER 6TH EDITION FBCM MODEL NO.- AIR HANDLER FB4CNFO181`00 SECTION 603.10 CABINET TYPE (VERT/HORIZ) VERTICAL VERTICAL WIRE HANGER CFM TOTAL 600 SUPPORTING z i CFM O.A. - DIFFUSER FROM ABOVE SUPPLY INSULATED aQ (TYPICAL) DUCT R-6 SHEET METAL 0.6 INSULATED DUCT DIFFUSER INSULATED BOOT FLEXIBLE DUCT R -6J1 1/4 CEILING CEILING DIFFUSER TYPICAL DIFFUSER DETAIL SCALE: N.T.S. VENTILATION NOTE: PER FBCM 402.2 MINIMUM OPERABLE OPENING AREA TO OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. AHU-1 637 SF x 4% = 25.48 SF REQUIRED, 2X(6'x5) WINDOW = 60 SF OPERABLE OPENING AREA PROVIDED. AHU-2 900 SF x 4% = 36 SF REQUIRED, 3X(6'x5') WINDOW = 90 SF OPERABLE OPENING AREA PROVIDED. MECHANICAL SCHEDULE SCALE: NONE 6"0 WAIL VENT WITH SCREEN AND DAMPER RETAIL 1\"xt\ MIN. A NOTE NOTE/ MANUf FABRIf SLEEV SHEET DUCT 165'F FUSIBL LINK NOTE FASTE 6" MA EACH FIRE F MATER FIRE DAMPER DETAIL N.T.S. CONCRETE OR MASONRY CONSTRUCTION CLEARANCE w" PER LINEAR FOOT BOTH DIMENSIONS. 1" MIN. U.L. LABELED FIRE DAMPER, (555) SECURE TO SLEEVE PLAIN "S" SUP WRAPPED SHEET METAL DUCT DUCT WRAP W/VAPOR BARRIER (TYP.) CLOSURE TAPE (TYP.) METAL STUD CONSTRUCTION NOTES: 1. PROVIDE ACCESS DOOR & LABEL ON SIDE OR BOTTOM OF DUCT AS FOLLOWS: DUCT WIDTH DOOR SIZE 10" THRU 12" 8" x 8" 14" THRU 20" 12" x 12" 22" AND ABOVE 18" x 18" 2. 1\"x1\"xw" RETAINING ANGLES SHALL LAP STRUCTURAL OPENING 1" MIN. & COVER CORNERS OF OPENINGS. ANGLES ATTACH TO SLEEVE ONLY AND MUST NOT BE ATTACHED TO EACH OTHER AT CORNERS OR TO WALL. 3. ALL ATTACHMENTS PER MANUFACTURER'S APPROVED INSTALLATION INSTRUCTION. 4. VERTICAL POSITION SHOWN. HORIZONTAL INSTALLATION SIMILAR. DAMPER TO BE SPRING LOADED WHEN HORIZONTAL FIRE DAMPER DETAIL NTS AIR HANDLING +CONDENSING UNIT SC11711 E MARK AHU-1 AHU-2 CU -1 CU -2 SYSTEM TYPE DX -SPOT DX-SPUT CARRIER CARRIER MANUFACTURER 25HBC/FB4C 25HBC/FB4C MODEL NO.- COND UNIT 25HBC318AO03 25HBC324AO03 MODEL NO.- AIR HANDLER FB4CNFO181`00 FB4CNF024T00 CABINET TYPE (VERT/HORIZ) VERTICAL VERTICAL CFM TOTAL 600 800 z i CFM O.A. - - aQ E.S.P. (" W.G.) 0.6 0.6 0 FAN MOTOR HP 1/5 1/4 TOTAL CAPACITY MBH(TON) 18(1,5) 24(2) z SENSIBLE CAPACITY (MBH) 14 19 Q 6o ENT. AIR TEMP.(F)(DB/WB) 78/67 78/67 LEAV. AIR TEMP.(F)(DB/WB) 59/58 59/58 KW (AUXILIARY HEA CA FOR SINGLE POINT CONNECTION 8/48.5 8/48.5 Q< HEATER STAGES 1 1 o HEATER MOCP 50 50 = HTG HEAT PUMP CAPACITY(MBH) 30 30 HTG HEAT PUMP CO►PRESSOR PON" 2.51 2.51 z NO. COMPRESSORS/CYLINDERS 1 1 D COMP. MCA 11,7 17,6 0 z COMP. R.L.A. 9 13.5 U) w COMP. L.R.A. 9 13.5 z A NO. COND. FANS 1 1 0 o FAN FLA 0.5 0.75 MAX. FUSE OR BRK AMPS 15 25 AIR HANDLER - V/PH/60 230/1/60 230/1/60 a w COND. UNIT - V/PH/60 230/1/60 230/1/60 OTE 1. PROVIDE 1" THICK 30% THROWAWAY FILTER. FARR 30/30 OR EQUAL. 2. PROVIDE SMOKE DETECTOR AT SUPPLY DUCT IN ACCORDANCE TO SECTION 606 OF FBCM. 3. PROVIDE 24 V CONTROL FOR A PROGRAMMABLE 24, 7 -DAY TIME CLOCK T'STAT. 4. OUTSIDE AIR FOR VENTILATION ARE CALCULATED USING FLORIDA BUILDING CODE CHAPTER. 5. INSTALL AIR HANDLING AND CONDENSING UNITS PER MFG.' RECOMMENDATIONS. 6. REFRIGERATION LINE SIZE AND INSTALLATIONS IN ACCORDANCE WITH MFG.' RECOMMENDATIONS. 7. PROVIDE PHASE LOSS PROTECTION. ® No.72993 " e r; ° C[ so, Ti %TE QP �. �'�l11111►1ti�`. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 105-24-18 DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET M m3 REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 105-24-18 Q 0 W 0 LL Cl) CY U) Z ZW �:2 Co O~ J ~ W LLI C OLL Q li O ZQ Q LU IL V V1 O W H m 5 DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET M,5 N CO ti N N M M � J u- < Z Z J Q Q � a � C� QoCo W JO F- ���g a LZU) Coo Z o U U QQ2° U Z)0zot 1� Z)o� Q Z< °� o mow J I- w Q00 �n ZZ V / O O Q 0 W 0 LL Cl) CY U) Z ZW �:2 Co O~ J ~ W LLI C OLL Q li O ZQ Q LU IL V V1 O W H m 5 DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET M,5 GENERAL THE GENERAL MECHANICAL SPECIFICATIONS APPLY TO THE WORK SPECIFIED IN THIS SECTION. PROVIDE ALL LABOR, MATERIALS, SERVICES, EQUIPMENT AND APPLIANCES REQUIRED FOR THE FABRICATION, INSTALLATION, AND/OR RENOVATION OF MECHANICAL SYSTEMS INCLUDING HEATING, VENTILATING, AIR CONDITIONING AND MISCELLANEOUS SYSTEMS AS INDICATED IN DESIGN DRAWINGS AND AS OUTLINED IN THESE SPECIFICATIONS. SCOPE OF WORK: FURNISH AND INSTALL COMPLETE AIR CONDITIONING SYSTEMS AS INDICATED ON THE DESIGN DRAWINGS AND AS OUTLINED WITHIN THESE SPECIFICATIONS. WORK SHALL INCLUDE BUT NOT BE LIMITED TO THE FABRICATION AND/OR INSTALLATION OF THE SCHEDULED AIR CONDITIONING UNITS, EXHAUST FANS, AIR DISTRIBUTION AND DUCTWORK. CLEANING, TESTING AND ADJUSTING: THE MECHANICAL CONTRACTOR, AT HIS EXPENSE, SHALL CLEAN, REPAIR, ADJUST, CHECK, BALANCE, AND PLACE IN SERVICE THE VARIOUS SYSTEMS HEREIN SPECIFIED WITH THEIR RESPECTIVE EQUIPMENT, ACCESSORIES AND PIPING. HE SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT, AND TOOLS REQUIRED TO PERFORM TESTS REQUIRED BY THESE SPECIFICATIONS AND BY THE GOVERNING AUTHORITIES. NO WORK SHALL BE COVERED OR CONCEALED UNTIL PROPERLY INSPECTED AND TESTED. CONTRACTOR SHALL COORDINATE CLEARANCE AROUND UNITS AND EXACT DIMENSIONS OF WALL OPENINGS WITH ARCHITECTURAL AND STRUCTURAL PLAN PRIOR TO CONSTRUCTION AND WITH GENERAL CONTRACTOR DURING CONSTRUCTION. ALL STRUCTURAL IMPACT TO EXISTING OR PROPOSED BUILDING SHALL BE REVIEWED AND APPROVED BY STRUCTURAL ENGINEER OF RECORD. TESTING: ADJUST THE AIR CONDITIONING SYSTEMS, VENTILATING SYSTEMS, FANS, ETC., TO DELVER NOT LESS THAN THE REQUIRED AIR QUANTITY WITH QUANITTTES IN EXCESS TO BE SUBJECT TO THE APPROVAL OF THE ENGINEER IF FOUND TO NOT HAVE OBJECTIONABLE EFFECTS SUCH AS NOISE, DRAFTS, OR MOTOR OVERLOAD. TEST AND BALANCE SHALL COMPLY WITH SECTION 408 6TH EDITION FBC-EC 2017. PRIOR APPROVAL BY THE ENGINEER OF TESTING AND BALANCING CONTRACTOR IS REQUIRED. THIS CONTRACTOR SHALL PROVIDE THREE (3) COPIES OF A TEST AND BALANCE REPORT TO THE ENGINEER AT TIME OF SUBSTANTIAL COMPLETION INSPECTION. THE REPORT SHALL BE PREPARED BY A CONTRACTOR CERTIFIED BY ASSOCIATED AIR BALANCE COUNCIL OR NATIONAL ENVIRONMENTAL BALANCING BUREAU. THE TEST AND BALANCE REPORT SHALL BE TYPEWRITTEN AND CONTAIN THE FOLLOWING DATA: 1. DATE, TIME, WEATHER, WHEN TEST TAKEN. 2. AIR CAPACITIES AT EACH UNIT INCLUDING OUTSIDE AIR. (ENTERING AND LEAVING DB/WB) 3. STATIC PRESSURE THROUGH UNITS AND UNIT COMPONENTS. 4. MOTOR OPERATING VOLTAGE AND AMPERAGE. 5. DRIVE TYPES, SIZES AND SPEED RANGE. 6. IDENTIFICATION OF ALL AIR TERMINAL DEVICES WITH DESIGN CFM AND ACTUAL CFM. ADDITIONALLY, SYSTEMS DRAWING CLEARLY MARKED TO IDENTIFY LOCATION OF EQUIPMENT AND AIR DEVICES TESTED SHALL BE PROVIDED ALONG WITH THE WRITTEN TEST AND BALANCE REPORT. COMMERCIAL COOKING PERFORMANCE TEST A PERFORMANCE TEST SHALL BE CONDUCTED UPON COMPLETION AND BEFORE FINAL APPROVAL OF THE INSTALLATION OF A VENTILATION SYSTEM SERVING COMMERCIAL COOKING APPLIANCES. THE TEST SHALL VERIFY THE RATE OF EXHAUST AIRFLOW REQUIRED BY SECTION 507.13 6TH EDITION FBCM 2017, MAKEUP AIRFLOW REQUIRED BY SECTION 508 6TH EDITION FBCM 2017, AND PROPER OPBWON AS SPECIFIED IN THIS CHA TER(5). THE PERMIT HOLDER SHALL FURNISH THE NECESSARY TEST EQUIPMENT AND DEVICES REQUIRED TO PERFORM THE TESTS. CERTIFIED TEST AND BALANCE REPORT CAN BE DONE IN LIEU OF WRNESSING THE TEST. THE MECHANICAL DEPARTMENT CAN REQUIRE ADDITIONAL TESTING AS THEY DEEM NECESSARY TO VERIFY OPERATION OF THE SYSTEM. COMMERCIAL HOOD CAPTURE AND CONTAINMENT TEST THE PERMIT HOLDER SHALL VERIFY CAPTURE AND CONTAINMENT PERFORMANCE OF THE EXHAUST SYSTEM. THIS FIELD TEST SHALL BE CONDUCTED WITH ALL APPLIANCES UNDER THE HOOD AT OPERATING TEMPERATURES, WITH ALL SOURCES OF OUTDOOR AIR PROVIDING MAKEUP AIR FOR THE HOOD OPERATING AND WITH ALL SOURCES OF RECIRULATED AIR PROVIDING CONDITIONING FOR THE SPACE IN WHICH THE HOOD IS LOCATED OPERATING. CAPTURE AND CONTAINMENT SHALL BE VERIFIED VISUALLY BY OBSERVING SMOKE OR STEAM PRODUCED BY ACTUAL OR SIMULATED COOKING, SUCH AS WITH SMOKE CANDLES, SMOKE PUFFERS, ETC.(FBCM SECTION 507.16.1 6TH EDMON 2017). CONTRACTOR SHALL PROVIDE COMPLETE MAINTENANCE MANUALS TO THE OWNER (3 REQUIRED) ON ALL NEW EQUIPMENT. ORGANIZE OPERATING AND MAINTENANCE DATA INTO SUITABLE SETS OF MANAGEABLE SIZE. BIND PROPERLY INDEXED DATA INTO INDIVIDUAL, HEAVY-DUTY, 2 -INCH, 3 -RING VINYL COVERED BINDERS WITH POCKET FOLDERS FOR FOLDED SHEET INFORMATION. MARK APPROPRIATE IDENTIFICATION ON FRONT AND SPINE OF EACH BINDER. INCLUDE THE FOLLOWING TYPES OF INFORMATION. THE INFORMATION WILL BE TURNED OVER TO THE OWNER AT TIME OF SUBSTANTIAL COMPLETION: - OPERATING AND MAINTENANCE INSTRUCTIONS - SPARE PARTS LIST - COPIES OF WARRANTIES - WIRING DIAGRAMS - INSPECTION REPORTS AND APPROVALS - SHOP DRAWINGS AND PRODUCT DATA - TEST AND BALANCE INFORMATION THOROUGHLY INSTRUCT THE OWNER'S REPRESENTATIVE IN THE OPERATION OF ALL EQUIPMENT FURNISHED AND LOCATION OF ALL VALVES AND CONTROL DEVICES. TRAIN BUILDING OWNER'S PERSONNEL DURING NORMAL. WORKING HOURS ON STARTUP AND SHUTDOWN PROCEDURES, TROUBLESHOOTING PROCEDURES, SERVICING AND PREVENTATIVE MAINTENANCE SCHEDULE AND PROCEDURES. REVIEW WITH THE OWNER'S PERSONNEL, THE DATA CONTAINED IN THE OPERATING AND MAINTENANCE MANUALS. SCHEDULE TRAINING WITH OWNER, PROVIDE AT LEAST 7 -DAYS PRIOR NOTICE TO ARCHITECT/ENGINEER. .:IL01r N • • ;tb PROVIDE ALL NECESSARY HANGER RODS, CLAMPS AND ATTACHMENTS TO PROPERLY INSTALL AND SUPPORT DUCTWORK, PIPING AND EQUIPMENT FROM THE BUILDING STRUCTURE. PROVIDE ANY ANGLE IRON OR UNISTRUT AND SUSPENSION RODS REQUIRED TO INSTALL EQUIPMENT, PIPING AND DUCTWORK. ALL SUPPORTS EXPOSED TO OUTDOORS SHALL BE CLEANED, PRIMED AND PAINTED TO PREVENT RUSTING. FINISH COLOR AS SELECTED BY OWNER. THE USE OF BALING WIRE OR PERFORATED METAL STRAPPING IS NOT ACCEPTABLE FOR SUPPORTS. THE CONTRACTOR SHALL WARRANTY/GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS AND KEEP SAME IN PERFECT REPAIR AND CONDITION FOR THE PERIOD OF ONE (1) YEAR. DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THE ABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTOR AT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER AND ARCHITECT AND ENGINEER. SUCH RECONSTRUCTION AND REPAIRS SHALL INCLUDE ALL DAMAGE TO THE FINISH OR FURNISHING OF THE BUILDING RESULTING FROM THE ORIGINAL DEFECT OR REPAIRS THERETO. EQUIPMENT MODEL NUMBER AND DESIGN OF SYSTEMS INDICATED ON THE DRAWINGS AND WITHIN THESE SPECIFICATIONS SHALL BE CONSIDERED AS 'STANDARD QUALITY OF MANUFACTURE". EQUAL PRODUCTS, AS APPROVED BY THE ENGINEER, WILL BE ACCEPTABLE FROM OTHER MANUFACTURERS. SUBSTITUTIONS WITHOUT WRITTEN APPROVAL OF THE ENGINEER IS NOT ACCEPTABLE. ALL EQUIPMENT SHALL BE NEW UNLESS OTHERWISE NOTED, FREE OF DEFECTS, AS SHOWN ON THE DRAWINGS OR INDICATED IN SPECIFICATIONS. DEVIATIONS FROM SPECIFIED EQUIPMENT AFFECTING ELECTRICAL REQUIREMENTS SHALL BE COORDINATED BETWEEN VENDOR, MECHANICAL CONTRACTOR, AND ELECTRICAL CONTRACTOR PRIOR TO SUBMITTING GIDS. FAILURE TO DO SO WILL NOT BE CAUSE FOR CHANGE OF BID AT A LATER TIME. IN ADDITION, THE MECHANICAL CONTRACTOR SHALL BE FINANCIALLY RESPONSIBLE FOR ANY AND ALL CHANGES TO ENGINEERING PLANS REQUIRED BY AUTHORITY HAVING JURISDICTION. - FLORIDA BUILDING CODE - BUILDING (6TH EDITION) - FLORIDA BUILDING CODE - MECHANICAL (6TH EDITION) - FLORIDA BUILDING CODE - PLUMBING (6TH EDITION) - FLORIDA BUILDING CODE - ENERGY CONSERVATION (6TH EDITION) - FLORIDA FIRE PREVENTION CODE (5TH EDITION) - NATIONAL ELECTRIC CODE (2014) - NFPA LATEST EDITION. - SMACNA DUCT CONSTRUCTION STANDARDS. - ASHRAE STANDARD 62.1 (2010) THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS, INSPECTIONS AND PAY ALL FEES. SHOP DRAWINGS AND SUBMITTALS: SUBMIT SHOP DRAWINGS AND MANUFACTURER'S DATA FOR ALL NEW EQUIPMENT FOR ENGINEER'S APPROVAL PRIOR TO PURCHASE AND/OR FABRICATION. SHOP DRAWINGS FOR EQUIPMENT REWIRING ELECTRIC POWER OR CONTROL WIRING SHALL INCLUDE COMPLETE WIRING DIAGRAMS. HVAC CONTRACTORS SHALL SUBMIT COMPLETE DUCTWORK SHOP DRAWINGS FOR REVIEW BY THE ENGINEER. SHOP DRAWINGS SHALL INCLUDE COORDINATION WITH GENERAL CONTRACTOR REGARDING EXACT OPENINGS REQUIRED IN EXTERIOR WALLS. THE DUCTWORK SHOP DRAWINGS WILL ONLY BE REVIEWED FOR COMPLIANCE WITH DRAWINGS AND SPECIFICATIONS. DRAWINGS WILL NOT BE CHECKED FOR COORDINATION WITH OTHER TRADES OR BUILDINGS STRUCTURE. R IS THE RESPONSIBILITY OF THE CONTRACTORS TO COORDINATE AND VERIFY ROUTING AND EXACT LOCATION OF SYSTEM COMPONENTS. SYSTEM IDENTIFICATION: PROVIDE IDENTIFICATION LABELS ON OR NEAR EACH PIECE OF MAJOR EQUIPMENT AND EACH OPERATION DEVICE AND DISCONNECT. LABELS SHALL BE CONSTRUCTED OF ENGRAVED PLASTIC LAMINATE SIGN OR PLASTIC EQUIPMENT MARKER PERMANENTLY SECURED TO EQUIPMENT. LETTERING SHALL BE A MINIMUM OF 1/2 INCH HIGH FOR EQUIPMENT NAME AND 3/8 INCH HIGH FOR EQUIPMENT INFORMATION. VALVES SHALL BE TAGGED USING PLASTIC LAMINATE TAGS SECURED WITH BRASS CHAINS INDICATING THE VALVE SIZE, SERVICE AND FUNCTION. EXECUTION: ALL LOCATIONS OF EQUIPMENT, DUCTWORK, PIPING, ETC., INDICATED ON THE DRAWINGS IS DIAGRAMMATIC AND SHALL BE FOLLOWED AS CLOSELY AS POSSIBLE TO THE PLANS SUBJECT TO BUILDING CONSTRUCTION AND INTERFERENCES WITH OTHER TRADES. CONTRACTOR IS RESPONSIBLE FOR ANY FIELD MEASUREMENTS REQUIRED TO PROVIDE AN APPROVED AND FUNCTIONAL INSTALLATION. COORDINATE WITH OTHER TRADES AND FIELD -VERIFY EXISTING CONDITIONS FOR EXACT LOCATION AND ROUTING OF SYSTEMS. PROVIDE OFFSETS, TRANSITIONS AND ADAPTORS AS REQUIRED. NOT ALL COMPONENTS REQUIRED FOR A COMPLETE INSTALLATION ARE SHOWN ON THESE DRAWINGS. REFER TO EQUIPMENT INSTALLATION INSTRUCTION, SCHEDULES AND APPLICABLE CODES FOR ADDITIONAL INFORMATION, INCLUDING REQUIRED CONNECTION LOCATIONS, TYPES AND SIZES. PERFORM ALL WORK NECESSARY TO PREPARE THE STRUCTURE FOR THE INSTALLATION OF THE WORK. ALL HOLES, OPENINGS AND DAMAGED MATERIALS CREATED DURING CONSTRUCTION SHALL BE REPAIRED. ALL PENETRATIONS SHALL BE SLEEVED AND SEALED SO AS TO BE WATER AND AIR TIGHT. PIPING: CONDENSATE DRAINS: CONDENSATE PIPE TO BE TYPE L COPPER OR SCHEDULE 40 PVC. ROUTE AS INDICATED ON PLANS. UNITS 3 TONS AND SMALLER MAY DRAIN TO GRADE, ELSE COORDINATE WITH PLUMBER TO PROVIDE HUB DRAIN(S) IN MECHANICAL ROOM AND DRYWELL(S). HVAC CONTRACTOR TO PROVIDE P -TRAP AT UNIT SIZED FOR 2" GREATER THAN UNIT STATIC PRESSURE. PROVIDE CLEANOUT AT UNIT FOR SUSPENDED HORIZONTAL AIR HANDLERS. INSULATE CONDENSATE PIPE WITH 1/2" ARMAFLEX (OR EQUAL) INSULATION RATED FOR PLENUM APPLICATION COMPLY WITH SECTION 602 FBCM 6TH EDO110N(2017). CONDENSATE DRAIN LINE SHALL BE NOT LESS THAN THE EQUIPMENT DRAIN LINE SIZE AND IN NO CASE LESS THAN 3/4' PIPE SIZE. DRAIN LINE SHALL SLOPE A MINIMUM OF 1/8" PER FOOT TOWARDS DRAIN. TERMINATION POINT SHALL BE COMPLY WITH FBCM 6TH EDITION(2017) SECTION 307.2.1. REFRIGERANT PIPING: PIPING SHALL BE SEAMLESS MULLER STREAMLINE TYPE ACR(HARD OR ANNEALED), (STRAIGHT LENGTH OR COIL) COMPLY WITH ASTM B 280. WHERE APPROVED, COPPER TUBE FOR REFRIGERANT PIPING ERECTED ON THE PREMISES SHALL BE SEAMLESS COPPER TUBE OF TYPE K, L, OR M (DRAWN OR ANNEALED), (STRAIGHT LENGTH OR COIL) IN ACCORDANCE WITH ASTM B 88. ANNEALED TEMPERED COPPER TUBE SHALL NOT BE USED IN SIZES LARGER THAN A 2 INCH NOMINAL SIZE FITTINGS SHALL BE MUELLER OR NIBCO WROUGHT COPPER LONG RADIUS REFRIGERATION TYPE. WORKMANSHIP ON THESE SYSTEMS MUST BE GOOD, AND CLEANUNESS OF PIPING SYSTEMS IS MANDATORY. WORK THAT DOES NOT MEET THESE CRITERIA SHALL BE REMOVED AND REPLACED AT NO COST TO THE OWNER. THE ENGINEER SHALL DETERMINE WHETHER THE WORK MEETS THESE CRITERIA. COVER ALL EXPOSED LIQUID ONES AND ALL SUCTION PIPING (INDOORS AND OUTDOORS), FITTINGS, VALVES, ETC., CONTINUOUS THROUGH SLEEVES, HANGERS, ETC., WITH 3/4" FR/ARMAFLEX. INSTALLATION SHALL BE CONDENSATION FREE AND INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. PAINT ALL INSULATION EXPOSED TO OUTDOORS WITH W PROTECTIVE PAINT PER MANUFACTURERS RECOMMENDATIONS. REFRIGERANT PIPING BELOW GRADE SHALL BE ROUTED THROUGH MINIMUM 4' DIAMETER PVC PIPE SLEEVES TO EACH CONDENSING UNIT. ALL UNDERGROUND REFRIGERANT PIPING SHALL BE CONTINUOUS SOFT DRAWN TUBING WITH NO UNDERGROUND JOINTS ALLOWED. REFRIGERANT PIPE SIZES SHALL BE SIZED PER MANUFACTURER'S RECOMMENDATION BASED ON LENGTH OF RUN BETWEEN CONDENSING UNITS AND AHU'S. PIPING ROUTED ALONG BUILDING EXTERIOR WALL SHALL BE PROTECTED BY SHEET METAL HOUSING SECURELY ATTACHED TO WALL AT 8'-0" INTERVALS AND PAINTED TO MATCH BUILDING EXTERIOR. TRAP OIL IN SUCTION LINE AT EVAPORATOR COIL NO OTHER COIL TRAPS PERMITTED. PROVIDE SUCTION RISERS, CHECK VALVES, SOLENOID VALVES, OR OTHER DEVICES REQUIRED IN PIPING SYSTEM BY MANUFACTURER'S INSTALLATION INSTRUCTIONS. FURNISH ALL LABOR AND MATERIALS TO REPLACE REFRIGERANT LOST DURING THE ONE YEAR WARRANTY PERIOD. REFRIGERATION INSULATION SPECIFICATION: 1- INSULATION SHALL BE A FLEXIBLE, CLOSED -CELL ELASTOMERIC PIPE INSULATION: AP ARMAFLDX, AC ACCOFLEX. ADHESIVE SHALL BE ARMAFLEX 520, 520 BLACK OR 520 BLV ADHESIVE. THE INSULATION MUST CONFORM TO ASTM 0534 GRADE 1, TYPE I. 2- INSULATION MATERIALS SHALL HAVE A CLOSED CELL STRUCTURE TO PREVENT MOISTURE FROM WICKING WHICH MAKES IT AN EFFICIENT INSULATION. 3- INSULATION MATERIALS SHALL BE MANUFACTURED WITHOUT THE USE OF CFC'S, HFC'S OR HCFC'S. IT IS ALSO FORMALDEHYDE FREE, LOW VOCS, FIBER FREE, DUST FREE AND RESISTS MOLD AND MILDEW. 4- INSULATION MATERIALS SHALL HAVE A FLAME -SPREAD INDEX OF LESS THAN 25 AND A SMOKE -DEVELOPED INDEX OF LESS THAN 50 AS TESTED IN ACCORDANCE WITH ASTM E 84. IN ADDITION, THE PRODUCTS, WHEN TESTED, SHALL NOT MELT OR DRIP FLAMING PARTICLES, AND THE FLAME SHALL NOT BE PROGRESSIVE. 5- INSULATION MATERIALS SHALL HAVE A MAXIMUM THERMAL CONDUCTIVITY OF 0.27 BTU-IN./H-FT2-'F AT A 75-F MEAN TEMPERATURE AS TESTED IN ACCORDANCE WITH ASTM C 177 OR ASTM C 518. 6- INSULATION MATERIALS SHALL HAVE A MAXIMUM WATER VAPOR TRANSMISSION OF 0.08 PERM -INCHES WHEN TESTED IN ACCORDANCE WITH ASTM E 96, PROCEDURE A. 7- ALL LIQUID AND SUCTION LINES SHALL BE INSULATED CONTINUOUSLY FROM A POINT 6" INSIDE THE DISPLAY CASE TO THE SUCTION SERVICE VALVE AT THE COMPRESSOR. 8- ALL INSULATION MATERIAL AND CONDUCTIVITY AND THICKNESS SHALL COMPLY WITH SECTION C403.2.8 FBCEC(6TH EDITION). PIPE HANGERS AND SUPPORTS: PIPE HANGERS, WHERE NEEDED, SHALL BE GRINNEL 1260 CLEVIS TYPE, 5'-0" ON CENTER, SECURELY ATTACHED TO BUILDING CONSTRUCTION. SPACE AT MIN. 5'-0" INTERVALS. PIPE SUPPORT: ATTACH LINES SECURELY ALONG PAD/FLOOR/EQUIPMENT/STRUCTURE TO PREVENT MOVEMENT. SUPPORT IN A MANNER THAT LINES DO NOT HANG FROM EVAPORATOR CONNECTIONS OR BLOCK ACCESS TO FILTERS, CONTROLS, ETC. PIPE SUPPORTS SHALL BE IN ACCORDANCE TO TABLE 305.4 OF 6TH EDITION FBCM 2017. VIBRATION ISOLATION: ALL BLOWER UNITS AND VIBRATING TYPE EQUIPMENT SHALL BE PROPERLY FITTED WITH MASON INDUSTRIES VIBRATION ISOLATION EQUIPMENT SIZED IN ACCORDANCE WITH EQUIPMENT WEIGHT AND DUTY. PROVIDE FLEXIBLE CONNECTORS AT ALL SUPPLY AND RETURN CONNECTIONS TO AIR HANDLING EQUIPMENT CONSISTING OF HEAVY CANVAS OR NEOPRENE FABRIC WITH AIRTIGHT SEAMS AND CONNECTIONS TO THE EQUIPMENT. AIR FILTERS: FILTERS SHALL BE 1" FIBERGLASS MEDIA THROW AWAY TYPE IN A RIGID FRAME WITH A SUPPORTING MAZE ACROSS BOTH ENTERING AND LEAVING SURFACES. SUPPLY ONE COMPLETE SET OF FILTERS AFTER OWNER'S FINAL ACCEPTANCE. FARR 30/30 OR EQUAL ALL DIMENSIONS ARE INSIDE NET FREE AREA SEE FLOOR PLAN FOR SPECIFIED MATERIAL, MATERIALS: SUPPLY AND RETURN DUCTWORK, OUTSIDE AIR AND EXHAUST DUCTS OR DUCTWORK SPECIFIED ON PLANS SHALL BE GALVANIZED SHEET METAL PER SMACNA STANDARD AND DETAILS. SEAL ALL JOINTS WITH GLASS FABRIC AND MASTIC. TAPE ALONE IS NOT ALLOWED. WET EXHAUST DUCTS SHALL BE ALUMINUM OR STAINLESS STEEL SHEET METAL. ADJUSTABLE SPLITTERS AND DAMPERS SHALL BE INSTALLED IN EVERY SPLIT AND BRANCH DUCT AND SHALL BE PROVIDED WITH LOCKING QUADRANTS ON EXPOSED OR IN ACCESSIBLE AREAS OF THE DUCT FOR EASE OF OPERATION. ACCESS PANELS OR YOUNG REGULATORS SHALL BE PROVIDED WHERE DAMPERS ARE INSTALLED ABOVE HARD CEILINGS OR IN SOFFITS. ELBOWS OR CHANGES IN DUCT DIRECTION GREATER THAN 45 DEGREES SHALL BE FITTED WITH AIR TURNS CONSISTING OF CURVED AIRFOIL BLADES OR VANES WHICH WILL PERMIT THE AIR TO MAKE ABRUPT TURNS WITHOUT APPRECIABLE TURBULENCE. FLEXIBLE DUCTWORK SHALL BE ACOUSTICAL LOW PRESSURE TYPE WITH INTERIOR LINER, METAL HELIX, FIBERGLASS INSULATION WITH AN R -VALUE OF 6.0 OR GREATER, AND COPOLYMER SEAMLESS OUTSIDE SLEEVE. THE ENTIRE FLEOBLE DUCT ASSEMBLY SHALL BE LISTED IN ACCORDANCE WITH UL -181 CLASS 1 AIR DUCT MATERIAL. THE MAXIMUM LENGTH OF ANY FLEX DUCT SHALL BE 8'-0". FLEXIBLE DUCTWORK SHALL MEET THE FLORIDA MODEL ENERGY EFFICIENCY CODE. ALL JOINTS AT CONNECTIONS TO DIFFUSERS AND DUCTWORK SHALL BE SEALED WITH GLASS FABRIC AND MASTIC. INSTALL DUCTWORK INDICATED ON DRAWINGS, MAKING NECESSARY CHANGES IN CROSS-SECTIONS AND OFFSETS, WHETHER OR NOT SPECIFICALLY INDICATED. SPIRAL DUCTWORK SHALL BE SIMILAR TO 'SEMCO" MODEL SL(85)P LOW PRESSURE. PROVIDE U.LUSTED FIRE,SMOKE OR COMBINATION FIRE SMOKE DAMPER IN ALL PENETRATIONS OF RATED SURFACES PER SECTION 607 FBCM 6TH EDITION 2017 AND IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND THE U.L LISTING REQUIREMENTS. INTERLOCK THE UNIT WITH FIRE ALARM SYSTEM. INSULATION: SHALL BE AS MANUFACTURED BY CERTAINTEED, OWENS-CORNING, MANVILLE, PITTSBURGH CORNING, ARMSTRONG, OR APPROVED EQUAL INSULATION SUNDRIES AND ADHESIVES SHALL BE AS MANUFACTURED BY BENJAMIN FOSTER, CHILDERS, VIMASCO, OR APPROVED EQUAL ALL INSULATION SHALL BE SUITABLE FOR INSTALLATION IN A RETURN AIR PLENUM. INSULATE ALL SHEETMETAL DUCTWORK EXCEPT EXHAUST DUCTWORK EXTERNALLY WITH MANVILLE R SERIES MICROLITE TYPE 75 OR 100 INSULATION OR APPROVED. INSULATION TO HAVE TYPE II FSK FACING AND UL FIRE HAZARD CLASSIFICATION OF FLAME SPREAD 25/SMOKE DEVELOPED 50/FUEL CONTRIBUTED 50. INSTALL INSULA11ON PER SMACNA, FLORIDA MODEL ENERGY EFFICIENCY CODE AND MANUFACTURER'S RECOMMENDATIONS. ALL INSULATION JOINTS SHALL BE SEALED WITH GLASS FABRIC AND MASTIC. MINIMUM INSULATION REQUIREMENTS AS FOLLOWS: - SUPPLY AND RETURN AIR UNCONDITIONED: 2" (R-4.2 MIN) - OUTSIDE AIR: 2" (R-6 MIN) PROVIDE ALL EXTERIOR INSULATION DUCTWORK OR PIPING EXPOSED TO THE OUTDOORS WITH A MINIMUM 8 MIL THICK ALUMINUM OR PVC JACKET. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ADEQUATE AND PROPER INSULATION AND MOISTURE -SEAL IN A MANNER THAT WILL PERMANENTLY PREVENT THE ACCUMULATION OF ANY OBJECTIONABLE MOISTURE ON THE EXTERIOR OF AIR CONDITIONING UNITS, REFRIGERANT PIPING, CONDENSATE DRAIN PIPING, AIR DUCTS OR OTHER PARTS OF THE SYSTEM. CONTRACTOR SHALL CORRECT THE CAUSE OF ANY CONDENSATION AND FULLY REPAIR, WITHOUT COST TO THE OWNER, ANY DAMAGES TO BUILDING SURFACES, FURNISHINGS OR EQUIPMENT CAUSED BY CONDENSATION FROM THIS SYSTEM, FOR THE FULL PERIOD OF GUARANTEE. INSULATION PROTECTION PER FBCEC SECTION C403.2.7.1.2 6TH EDITION 2017 INSULATION SHALL BE PROTECTED FROM DAMAGE, INCLUDING THAT DUE TO SUNLIGHT, MOISTURE, EQUIPMENT MAINTENANCE AND WIND, BUT NOT LIMITED TO THE FOLLOWING: 1. INSULATION EXPOSED TO WEATHER SHALL BE SUITABLE FOR OUTDOOR SERVICE, E.G., PROTECTED BY ALUMINUM, SHEET METAL, PAINTED CANVAS OR PLASTIC COVER. CELLULAR FOAM INSULATION SHALL BE PROTECTED AS ABOVE OR PAINTED WITH A COATING THAT IS WATER RETARDANT AND PROVIDES SHIELDING FROM SOLAR RADIATION THAT CAN CAUSE DEGRADATION OF THE MATERIAL. 2. INSULATION COVERING COOLING DUCTS LOCATED OUTSIDE THE CONDRIONED SPACE SHALL INCLUDE A VAPOR RETARDANT LOCATED OUTSIDE THE INSULATION (UNLESS THE INSULATION IS INHERENTLY VAPOR RETARDANT), ALL PENETRATIONS AND JOINTS OF WHICH SHALL BE SEALED. 1. FACTORY MOUNTED CONTROL SHALL BE PROVIDED TO ACCOMPLISH THE SEQUENCE OF OPERATION. ALL INTERIOR CONTROLS SHALL BE FACTORY FURNISHED AND INSTALLED. 2. PROVIDE ALL 24 VOLT WIRING BETWEEN CONTROL DEVICES AS NECESSARY TO MAKE COMPLETE AND OPERATION SYSTEM. PROVIDE 110/24 VAC TRANSFORMERS AS REQUIRED. COORDINATE WITH DIVISION 16 FOR 120V POWER ROUGH -IN, CONTROL, POWER AND WIRING. 24 VOLT WIRING SHALL BE PLENUM RATED CABLE. 3. ALL THERMOSTATS SHALL BE MOUNTED 4'-0" ABOVE FINISHED FLOOR. 4. DISCONNECT SWITCHES REQUIRED FOR THE MECHANICAL EQUIPMENT SHALL BE PROVIDED BY DIVISION 16 ELECTRICAL 5. ALL CONTROL WIRING, CONDUIT AND HARDWARE TO COMPLETE THE H.VAC. CONTROL SYSTEMS SHALL BE FURNISHED AND INSTALLED UNDER DIVISION 15. AIR CONDITIONING UNITS (DX SPLIT): UNITS SHALL BE SPLIT SYSTEM AIR-TO-AIR ELECTRIC AIR CONDITIONING UNITS AND HEAT PUMPS AS SCHEDULED ON DRAWINGS. UNITS WITH INTEGRAL ELECTRIC RESISTANCE HEATERS SHALL HAVE A SINGLE -POINT ELECTRIC CONNECTION. TOTAL COOLING CAPACITY OF THE UNITS SHALL BE AS SCHEDULED ON DRAWINGS. UNIT CABINET SHALL BE CONSTRUCTED OF GALVANIZED STEEL, BONDED AND COATED WITH BAKED ENAMEL. CABINET INSULATION SHALL COMPLY WITH FLORIDA ENERGY CODE. PROVIDE E -COAT PROTECTION FOR COILS OR ANY ALTERNATIVE FOR SEA COAST PROTECTION FOR CONDENSING UNITS, PACKAGED, PTAC OR ROOM AIR CONDITIONERS LOCATED NEAR SEA COAST. FANS AND MOTORS - THE INDOOR AIR FANS SHALL BE OF THE FORWARD -CURVED CENTRIFUGAL CLASS 1 TYPE. MOTOR AND DRIVE TO PROVIDE HIGHER FAN OUTPUT WHEN JOB REQUIREMENTS EXCEED STANDARD FAN CAPACITY SHALL BE PROVIDED. COOLING SYSTEM SHALL BE PROTECTED BY LOSS OF CHARGE PROTECTION, HIGH AND LOW PRESSURE SENSORS, COMPRESSOR MOTOR OVERLOADS, AND A TIMING DEVICE WHICH WILL PROHIBIT THE COMPRESSOR MOTOR FROM BEING SUBJECTED TO A STARTING CURRENT MORE THAN ONCE EVERY FIVE MINUTES. HEAT PUMP/CONDENSING UNIT INSTALLATION: PROVIDE CONCRETE PADS FOR GRADE MOUNTED CONDENSING UNITS. PADS SHALL BE A MINIMUM OF 4" THICK, 3,000 PSI CONCRETE, AND SHALL BE 4' LARGER ON EACH SIDE THAN THE FOOTPRINT OF THE CONDENSING UNIT. VERIFY UNIT DIMENSIONS WITH APPROVED SHOP DRAWINGS PRIOR TO FABRICATION OF PADS. EXHAUST FANS: FURNISH EXHAUST FANS WITH PERFORMANCE AND CAPACITIES AS LISTED ON THE DESIGN DRAWINGS. COORDINATE WITH ARCHITECT TO LOCATE EXHAUST FANS, EXHAUST GRILLES, WALL OR ROOF CAPS A MINIMUM DISTANCE OF 10'-0" FROM ANY OPERABLE WINDOW, DOOR OR FRESH AIR INTAKE. FURNISH SUPPLY AIR GRILLES AND RETURN AIR REGISTERS WITH OPPOSED BLADE BALANCING DAMPERS AS SCHEDULED ON THE DESIGN DRAWINGS. GRILLES, REGISTERS, AND CEILING DIFFUSERS SHALL BE FURNISHED AS SCHEDULED ON THE DESIGN DRAWINGS AND SHALL BE ALL ALUMINUM CONSTRUCTION UNLESS NOTED OTHERWISE. AIR DISTRIBUTION SHALL NOT EXCEED NC -30 NOISE CRITERIA AS DEFINED IN THE LATEST ASHRAE GUIDE. ROOF TOP UNITS EQUIPMENTS: GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION 304.11 OF FBCM 6TH EDITION 2017 WHERE APPLIANCES, EQUIPMENT, FANS OR OTHER COMPONENTS THAT REQUIRE SERVICE AND ROOF HATCH OPENINGS ARE LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW. THE GUARD SHALL EXTEND NOT LESS THAN 30 INCHES (762 MM) BEYOND EACH END OF SUCH APPLIANCES, EQUIPMENT, FANS, COMPONENTS AND ROOF HATCH OPENINGS AND THE TOP OF THE GUARD SHALL BE LOCATED NOT LESS THAN 42 INCHES (1067 MM) ABOVE THE ELEVATED SURFACE ADJACENT TO THE GUARD. THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE PASSAGE OF A 21 -INCH -DIAMETER (533 MM) SPHERE AND SHALL COMPLY WITH THE LOADING REQUIREMENTS FOR GUARDS SPECIFIED IN THE FLORIDA BUILDING CODE, BUILDING. MECHANICAL SPECIFICATIONS SCALE: NONE Ate No. 72C98 `.: , ; ® a 1z ' '0 STATE OF y� e V w °`°°°.°.•VV° 6 ;0 G Engineering Consultants 1325 S. BUMBY AVE ORLANDO, FLORIDA 32806 (407) 896 7411 PHONE (407) 896 7412 FAX EPGroup(g?att_net CA# 7913 FARSHADANTIKCHI, PE#72998 DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET 2 ®' E.40 ....: ®R ....: (11 —2 -------------- R Q usz Dr�1 �d- UFAS ONITA 'Jol.. (SEE SHEET A3.1 u) �T R #1 UNIT °B' CU 11m rc — cai/n�nac 2 E.4a L I G H T I N G PLAN CORRIDOR 1st FLOOR CU--\ onu r . /..• _ 40 ng ....., ...... CI]GAT b A(`TMW OnnU (`I1 1 UNrr I ELECTRICAL NOTES: LIGHTING NOTES: 1. ALL LIGHTING AND RECEPTACLE CIRCUITS UP TO 74' IN LENGTH SHALL USE #12 1. ALL LIGHTING IGH I SHALL BE CONNECTED TO 120/208V 30, 4W PANEL UNLESS NOTED N N CO CO � J WIRES MINIMUM. CIRCUITS FROM 75' UP TO 129' IN LENGTH SHALL USE #10 WIRES u- MINIMUM AND FROM 130' AND UP %TALL USE #8 WIRES MINIMUM UNLESS OTHERWISE SPECIFIED. 2. REFER TO ARCHITECTS REFLECTED CEILING PLAN FOR EXACT LIGHTING FIXTURE < Z Cl) Z HEIGHT AND LOCATION. 2. THESE DRAWINGS ARE DIAGRAMMATIC - REFER M ARCHITECTURAL FOR EXACT HEIGHT, 3. ALL LIGHTING FIXTURES SHALL COMPLY WITH NEC 410.130(G). J DIMENSIONS AND LOCATION. 3. THESE SUBMITTED ELECTRICAL DRAWINGS ARE IN COMPLIANCE WITH THE N.E.C. 4. EACH SPACE ENCLOSED BY CEILING -HEIGHT PARTITIONS SHALL HAVE AT LEAST ONE N ARTICLE 700.12 AND /OR ARTICLE 700.18. CONTROL DEVICE TO INDEPENDENTLY CONTROL THE GENERAL LIGHTING WITHIN THE 0 vO n- SPACE PER CHAPTER 5 FROM FBC ENERGY CONSERVATION. 4. OPERATING AND MAINTENANCE MANUALS WILL BE PROVIDE TO OWNER BY ELECTRICAL CONTRACTOR AS REQUIRED PER SECTION C405.6.4.2 IN FBC-ENERGY CONSERVATION 5. ALL EMERGENCY AND EXIT LIGHTING SWILL CONNECTED AHEAD OF LACK_ C) (6TH EDITION). SWITCHING. 5. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. 4. ALL LIGHTS SHALL BE LED AND ALL LIGHTS SWILL 8E 0-10V DIMMER M � LL SWITCH GUARANTEED TO WORK WITH LED Fl RXTU ESHES S. INSTALL NEW FIRE ALARM DEVICES IN ACCORDANCE WITH NFPA 72 AND FLORIDA FIRE 6. A FUNCTIONAL TEST OF THE LIGHTING CONTROL SYSTEM IS REQUIRED PER FBC aQUS° PREVENTION CODE (6TH EDITIONS). ENERGY CONSERVATION SECTION 408.3. 7. IF PROJECT IS NOT CONNECTED TO A CENTRAL FIRE ALARM SYSTEM. PROVIDE LOCAL 0 Z p 0�� AUDIBLE/VISUAL SIGNALS UPON INITIATING TROUBLE. 8. DIVISION 16 CONTRACTOR SHALL COORDINATE EXACT MECHANICAL REQUIREMENTS WITH O W DIVISION 15 DRAWINGS. 9. THIS PROJECT IS IN COMPLIANCE WITH FBCEC 2017 SECTION C405.6.3, NEC F- Q00 210.19(A)(1) WITH REGARDS TO VOLTAGE DROP FOR DOWNSTREAM BRANCH CIRCUITS, z AND NEC 215.2 FOR FEEDER CONDUCTORS. SCALE 1/14' = 1'-0' 1 ST FLOOR OVERALL PLAN REVISION SCHEDULE # DESCRIPTION I DATE PERMIT SET 05-24-18 Q W J 0 —1 ITL � a CY F z Z W coa ofCL � w W Q 0 o CL JLL.Q LL O a LL 0 Z LV Q LL !-- 0 V 0 J F' W V DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET N U) CO n N N CO CO � J u- < Z Cl) Z �g J Q Q _J I_ N 0 vO n- Q o C) w C/) J M � LL Z 0 U aQUS° U 20�� 0 0 0 Z p 0�� O W —j ~ J F- Q00 �^ z �/ / Z O Q W J 0 —1 ITL � a CY F z Z W coa ofCL � w W Q 0 o CL JLL.Q LL O a LL 0 Z LV Q LL !-- 0 V 0 J F' W V DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET ELECTRICAL NOTES: LIGHTING NOTES: 1. ALL LIGHTING AND RECEPTACLE CIRCUITS UP TO 74' IN LENGTH SHALL USE #12 1. ALL LIGHTING SFWl BE CONNECTED TO 120/208V 30. 4W PANEL UNLESS NOTED WIRES MINIMUM, CIRCUITS FROM 75' UP TO 129' IN LENGTH SHALL USE #10 NARES OTHERWISE. MINIMUM AND FROM 130' AND UP SHALL USE #8 WIRES MINIMUM UNLESS 2. REFER TO ARCHITECTS REFLECTED CEAJNG PIAN FOR EXACT LIGHTING FIXTURE OTHERWISE SPECIFIED. HEIGHT AND LOCATION. 2. THESE DRAWINGS ARE DIAGRAMMATIC - REFER TO ARCHITECTURAL FOR EXACT HEIGHT, 3. ALL LIGHTING FIXTURES SHALL COMPLY WITH NEC 410.130(G). DIMENSIONS AND LOCATION. 3. THESE SUBMITTED ELECTRICAL DRAWINGS ARE IN COMPLIANCE WITH THE N.E.C. 4. EACH SPACE ENCLOSED BY CEILING -HEIGHT PARTITIONS SWILL HAVE AT LEAST ONE ARTICLE 700.12 AND /OR ARTICLE 700.18. CONTROL DEVICE TO INDEPENDENTLY CONTROL THE GENERAL LIGHTING WITHIN THE SPACE PER CHAPTER 5 FROM FBC ENERGY CONSERVATION. 4. OPERATING AND MAINTENANCE MANUALS WILL BE PROVIDE TO OWNER BY ELECTRICAL 5. ALL EMERGENCY AND EXIT LIGHTING SHALL BE CONNECTED AHEAD OF LOCAL CONTRACTOR AS REQUIRED PER SECTION C405.6.4.2 IN FBC-ENERGY CONSERVATION SWITCHING. (8TH EDITION). 4. ALL LIGHTS SHALL BE LED AND ALL LIGHTS SWITCHES SHALL BE 0-10V DIMMER 5. COORDINATE WITH OWNER FOR EXACT DATA/COMM REQUIREMENTS. SWITCH GUARANTEED TO WORK WITH LED FIXTURES. S. INSTALL NEW FIRE ALARM DEVICES IN ACCORDANCE WITH NFPA 72 AND FLORIDA FIRE B. A FUNCTIONAL TEST OF THE LIGHTING CONTROL SYSTEM IS REQUIRED PER FBC PREVENTION CODE (6TH EDITIONS). ENERGY CONSERVATION SECTION 408.3. 7. IF PROJECT S NOT CONNECTED TO A CENTRAL FIRE ALARM SYSTEM, PROVIDE LOCAL AUDIBLEAISUAL SO4 ALS UPON INITIATING TROUBLE. 8. DIVISION 16 CONTRACTOR SHALL COORDINATE EXACT MECHANICAL REQUIREMENTS WITH DIVISION 15 DRAWINGS. 9. THIS PROJECT IS IN COMPLIANCE WITH FBCEC 2017 SECTION C405.6.3. NEC 210.19(A)(1) WITH REGARDS TO VOLTAGE DROP FOR DOWNSTREAM BRANCH CIRCUITS. AND NEC 215.2 FOR FEEDER CONDUCTORS. POWER PLAN SCAM Or = t'-0' 2ND TO 4TH FLOOR OVERALL PLAN REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET E,2 3 Q ELECTRICAL FLOOR PLAN SCALE 1/14' = V-0' r 4TH FLOOR TYPICAL UNIT W A-216 SCALE 1/14' = V-00 4TH FLOOR OVERALL PLAN HEX NOTE FOR APT COMPLEX: Q 1. PROVIDE GFI RECEPTACLE ABOVE THE CASEWORK. COORDINATE WITH CASEWORK DRAWINGS PRIOR TO ROUGH—IN. 2. PROVIDE FLEXIBLE CONNECTION TO THE ELECTRIC WATER HEATER AS SHOWN. 3. PROVIDE FLEXIBLE CONNECTION FOR A/C UNIT. 4. PROVIDE A PUSHBUTTON FOR DOOR CHINE (LIGHTED). FOR ADA UNITS PROVIDE A COMPATIBLE DOOR BELL SYSTEM. 5. PROVIDE A DOOR CHIME AND TRANSFORMER AS REQUIRED BY THE OWNER. VERIFY THE EXACT LOCATION AND CHIME TYPE PRIOR TO INSTALLATION. 6. PROVIDE A TELEVISION JACK AND CABLE SYSTEM. THE CABLES MAY BE LOOPED AS REQUIRED FOR CONNECTION TO THE OWNERS CABLE SYSTEM. VERIFY THE EXACT LOCATION AND TERMINATION REQUIREMENTS PRIOR TO INSTALLATION. 7. PROVIDE. INSTALL AND CONNECT A SMOKE DETECTOR AS DIRECTED BY THE LOCAL AUTHORITY HAVING JURISDICTION. THE SMOKE DETECTOR SHALL HAVE A BATTERY BACKUP AND SHALL PROVIDE ANNUNCIATION AT A MINIMUM OF 96 Db OR AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. ALL SMOKE DETECTORS WITHIN THIS SUITE SHALL BE INTERCONNECTED TO SOUND ALL HORNS SIMULTANEOUSLY. & SPLIT WIRED DUPLEX RECEPTACLE BELOW COUNTER. TWO CIRCUITS. PROVIDE SWITCH ABOVE COUNTER BACK SPLASH TO CONTROL ONE HALF OF BELOW COUNTER DUPLEX RECEPTACLE FOR DISPOSAL CONNECTION. THE SECOND HALF OF THE DUPLEX RECEPTACLE SHALL BE CONNECTED TO THE DISHWASHER CIRCUIT. THE DISPOSAL AND DISHWASHER SHALL BE CONNECTED BY CORD AND CORD CAP. PROVIDE (1) 2 POLE. 20 AMP CIRCUIT BREAKER TO DISCONNECT BOTH CIRCUITS AS REQUIRED BY N.EC. 9. PROVIDE A CORD MO CORD CAP CONNECTION TO THE DISHWASHER AS REQUIRED. 10. PROVIDE RECEPTACLE FOR CONNECTION OF OVEN. VERIFY THE EXACT PLUG TYPE PRIM TO INSTALLATION. 11. PROVIDE A FLUSH OUTLET BOX AND SINGLE RECEPTACLE FOR CONNECTION OF THE MICROWAVE/HOOD UNITABOVE THE OVEN. VERIFY THE EXACT MOUNTING HEIGHT AND CONNECTION REQUIREMENTS PRIOR TO ROUGH—IN. 12. PROVIDE RECEPTACLE FOR CONNECTION OF CLOTHES DRYER. VERIFY THE EXACT PLUG TYPE PRIOR TO INSTALLATION. 13. PROVIDE RECEPTACLE FOR CONNECTION OF THE WASHING MACHINE 14. NOT USED. 15. PROVIDE CEILING FAN IN THE LOCATION AS DIRECTED BY THE OWNER. PROVIDE SEPARATE LIGHTING AND FAN SWITCHES. 16. ELECTRICAL CONTRACTOR TO PROVIDE, INSTALL AND CONNECT EXHAUST FAN. PROVIDE CONNECTION TO SWITCH AS NOTED. 17. PROVIDE A DUPLEX RECEPTACLE AT 56' ABOVE FINISHED FLOOR FOR CONNECTION OF REFRIGERATOR. GENERAL NOTES: I. ALL RECEPTACLES SHALL BE GROUND FAULT CURRENT INTERRUPTION (GFCI) AS REQUIRED BY NFPA 70-210.8(A); SHALL BE TAMPER RESISTANT PER NFPA 7-460.11; AND SWILL BE CONNECTER TO ARC FAULT CURRENT INTERRUPTION (AFC) BREWERS APS PRDAS REEQU�� IRED NFPA 70-210.12(6). ALL FINAL COLORS SHALL2. CEILING IN 4TH FLOOR IS FIRE RATED. ALL EQUIPMENT INSTALL IN CEILING SHALL COMPLY WITH REQUIREMENTS AND SHALL BE UL LISTER. ELECTRICAL FLOOR PLAN SCALE 1/14' = 1'-0' 4TH FLOOR TYPICAL UNIT V REVISION SCHEDULE # DESCRIPTION I DATE PERMIT SET 05-24-18 DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET E.2a I- Li —1,: R QT1: LIGHTING PLAN SCALE 1/4' = 1'-0" 2ND TO 4TH FLOOR DETAIL O EO rm POWER PLANEngineering r4 Consultants SCALE 1/4' = 1'-0" 2ND TO 4TH FLOOR DETAIL E.3 ORL S. BUII?BYAVE ORLANDO, FLORIDA 328 (407) 896 7411 PHONE REVISION SCHEDULE # DESCRIPTION I DATE PERMIT SET 05-24-18 N LO CO I, - c4 N fh M � J ........... (Y LL Q Z QJ .:..,law �.< q., <'• d J Q N o vO Q C w U J O EO rm POWER PLANEngineering r4 Consultants SCALE 1/4' = 1'-0" 2ND TO 4TH FLOOR DETAIL E.3 ORL S. BUII?BYAVE ORLANDO, FLORIDA 328 (407) 896 7411 PHONE REVISION SCHEDULE # DESCRIPTION I DATE PERMIT SET 05-24-18 M W a 4a Z W U) 0 m Q W 0 LL a Cy� cf)z Cl) ZW a � W0 �- o � z W a a a o z v 0 a W v (� 0 J 11 -- LU W V DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET E,3 N LO CO I, - c4 N fh M � J (Y LL Q Z QJ N H d J Q N o vO Q C w U J O wLO J W LL MD co T w oU QQ�-i U U g O 1j) U Z p J OOJ -i O W ~ .� J H Q00 V ♦ z Z O (0 M W a 4a Z W U) 0 m Q W 0 LL a Cy� cf)z Cl) ZW a � W0 �- o � z W a a a o z v 0 a W v (� 0 J 11 -- LU W V DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET E,3 �Jh12.14_:' �12 M24,261 ELECTRICAL FLOOR PLAN SCALE 1/4" = V-0" "UNIT A' MAW IFACTURER- SMARE-G v `AME' PANEL MAIN BREAKER R;A # PRASE N to C7ST T. E S MAINLUGS: 225 3 WIRE PRWECTNA#!E GFORGET0V,'NSOUARE APARTPAEPIT K:AI. C S5 12G;208 VICET-s PROJECT ,FM BER EP • 1615C MOU4TED FLUSH 2#t' 4# 2G,:: 'i" =EL FROM. METER C4TER N GCKT T No. ECE:*f17F1OkllOE•I ::!#RESCC�E•fD v LuF, PHAS. 1C`.'A} A. S CIRGL4T BREAKER TRIP P P 7RP LO D;PHA.SE G c•5`.'AI � P7RE%GCt"dD E A E #f:.iEi,iT�piAT1i7M N to C7ST T. E S t W-GFT.B n?0010. 2tt12 W12C+. 3W 2 0 f-xr,. ....::.. 20. 1 t 20 a 50 `.. .. , T 2412.1 f12G, :3, A' LIGHT---, 2 :� f:PT T`d:B£C'#ZOi7P,1 2#t' 4# 2G,:: 'i" H , \ G 90 2G : 1 1. 2G tT `azz _ 28f2 f#f2r3. a"; 3" LIGHTS s CPT BATHROOAi? 2;t1 2.1, -12G, 34" H: f:2(t\t,. 26 f 1. 2#. f. SG GENERAL : !GHTF,4G LIGHTING;..; 7 SPACE ONLY t25 1 �5 SQUARE FOOT 1000 LOAD 0 YAt.SF 20 1 2 �\ AJXI I K. 6,00 :; \\.....� K50 ;3 t'1 9 RCPT <_IV04G ROOM 2912 1s12G, :i4 13 0.90 �::..' 20 1 :.., 11 SPACE ONLY i G'0 R @ 98 V " r - f-.. J LARGER Cr T7-� Ti�YL_ L1 •iT7:JJ �idANLt i;;tA31S BASED CH 'IH€ li. 26 1 2 9{i \;, : \t`. 2:5iF H 25G a,.\ \';#{ 2^8,fi..:!"t +�H'f-f 12 14 f3 SPACE OHLY;a\ 2E#t .> 15 CA HWASHER 2,#12 t,#12G: 34- R 1201 20 1 ` 30 140 " 2+ri t t.G:1"C 1 5G\ .a CU -1 F5 It 17. DiS?oSA_ 20`12,1912G,. ,9` R 106,\, 2t; t #S 'RE C4'T :C1TGH_2'd. 2012It! 2G. a4: R - 0&0 20 7\ ` 3G 2 20 O ,�, � 2'1 1 1{K3,;,h4:�, .2 � \ £46'13 213 22 2RCPT tQT(A4 -, } 2,#}2 F,#}26. 3k R 1 `fit \? 20 1 1 2: f'R#G£RaTOR 2#12,1912G, ;i<q 2kNOvr.'OvEN ,..� 1.20 20 1 2 3t, 2 aG Q 39IG 141G3.3;4C 2 50 �� u DRYER 24 26 25 SPADE C?NLY.. ..: ......... 27 SPACE ONLY 29 SPACE ONLY tir %Mm::a g,4 `" �; :: 2912.1#12-3. 3:4" 1 20 I= 160 10 7#12,1 # t2G, =171' WASHER 281 \ .::, SPACE C -MY. ,:.+1 31 SPACE ONLY 13 R£C'PTT m -BEL' oom 29[2 f 12G: 4 R 0,901-\ : 2G f 2 0 . H �'� .:�\ SPACE CL's Y: 32 33 SPACE ONLY 2 f2 -. 1 12G 4.. R 1.26 26 t 25 \`. 6r3 C- #" 2,#5 #.`^n..GC SPACE 04LY to ONUI 2012 4126 34 R f. Kr :,�` 20 f 3 OCRE77 r , .SPACEONLY.37SPACE J14SPACE 0#'3LY 2>x12 f#t2,; �4 R \� C:QG . s?>:#v: 3Q �'^� \ 2250. �?<::.: , SPACE 0iibi_Y 20 21. fEOPT KITCHEN 2012 1 I2G . 1 F[ G.Qf) 2t3 1 SPACEO LY R,ANUFAGTUR-ER SQUARE F:1nf.3 E' PA:MR. 8 MAIN ER -FAKER. #d.'A t PHASE MAN LUGS: 225 3 WPE PROJECTNAMEG ,�£ts"ETt)43H 3�L�A?k2R£ENT KAIC.. S5 12;'208 VOLTS, PROJECTNUMBER. AER EPG%1�1 MC1UNTEE:: FLUSH FED FR"A:.:"<ETER CENTER _.. _-_- tt I at I J,a I 24.25 I 1 .. -c I TOTAL rS'A PHASE A 2095 so , -s TOTAL CONNECTED KVA. 41 If, TOTAL K,, A PHASE B 2G--45- G L�n�PHn £ O TOTAL CU-NNECTED AMPS: 19T 12 AHA£ O LOAF} £5 B:S.Sh' � ON THE t1 RGER OF T14E RNO a `'KT TOTAt DEN AND KVA - 2,. 85 6i1REtG'.kdL: J fKV'A • 1 1.25 TOTAL 00A, AND APPS: 124 28 S�SiR£'CCN4•D 1G£N7FIGiT#i:Pd #,dO T 11 G? AFC HEATING (H} 4,500.00 r?1'A: FACTOR LOAD R A', GENERAL : !GHTF,4G LIGHTING;..; 1 t25 1 �5 SQUARE FOOT 1000 LOAD 0 YAt.SF RECEPTACLES (R) 9.1 NEC a. t?) OTHER A C HEATING f -d} 5 i G'0 R @ 98 V " r - f-.. J LARGER Cr T7-� Ti�YL_ L1 •iT7:JJ �idANLt i;;tA31S BASED CH 'IH€ li. ,k. -'C GC3•D: ANG fC1 21 160 2 9 VS. TABLE 22412, NEC 2614.2 KITCHEN EWPENT !K 12-5 R `� 0.90 20 1 f 23 `:,, .. tW L _ARG_ST#.iCT€RFk?i U 125 4 'LARGERkC LOAD 5 KVA OTHER (E?; i4' S t.vv G.5 e711 _.;dGT G KVA NOTES t; L-AKE�U�JTSREF4=R 2;NACF^ATEDgRCT. AE-:ti s£AKER R �, v#'TE°APT F£ C�:Ci< 3k vF(5)SHUNT TRIP R}TY.PE. C SEAK£R T} .. R,ANUFAGTUR-ER SQUARE F:1nf.3 E' PA:MR. 8 MAIN ER -FAKER. #d.'A t PHASE MAN LUGS: 225 3 WPE PROJECTNAMEG ,�£ts"ETt)43H 3�L�A?k2R£ENT KAIC.. S5 12;'208 VOLTS, PROJECTNUMBER. AER EPG%1�1 MC1UNTEE:: FLUSH FED FR"A:.:"<ETER CENTER _.. _-_- tt 2 BEDROOM UNIT TC}TAL ?Ci A PHASE A: 24.25 TOTAL GONNECTE-D AMPS TOTAL ICVA PHAS.-A 24:05 so , -s to O rxT LS',4AH0 G L�n�PHn £ O CIRCUIT BREAKER AHA£ O LOAF} £5 B:S.Sh' � ON THE t1 RGER OF T14E RNO a `'KT Pdf3. IL:EI4TEF1GnT1OPd. 6i1REtG'.kdL: J fKV'A • 1 1.25 ,K'v t S�SiR£'CCN4•D 1G£N7FIGiT#i:Pd #,dO T 11 G? AFC HEATING (H} 4,500.00 100 5 CCLT_1F1G ;CI & t iKt 1,200.00 iC1TGSi=?d EQU�EN t iil,= ti3 � A ac TIPP P T, P A I R 1.00 KW OTHER 1,200.00 I REEE U'T bE3RM3 2#I t*t2G: 3 4' R @ 98 V " 2G t t 2tt U' © L 2 12 IuQG. 3:4` LIGHT` a 3f?`CPTTv BEOROW 2#12 t#12G..54 R `� 0.90 20 1 f 23 `:,, .. tW L 2#12, LIGHT EX FAN 4 S RECPT1 BATHROOM 2012 1k12a, 34` R 1: tri 20 1 1 20 1 S6 M K 2--I Itz#26. 3.4 HCiGY= + Fa10E'cC,�.' S 7 iiE T SATHRM 2912 4 12G. 3 4" R ., `' t 2G 2G t 2 5rt a GG KZ< 3#6.1. 11.1 2kNOvr.'OvEN 9 RECPT ' NR4G ROW 2012 tot G 1'4 0 0 00 2G 7 €' 00 tir 1f .Ca't BEERQOY.i, 2912.1#12-3. 3:4" R.,\\\ 0.90 20 t 2 50 2 5G.H. 2x'2'i, 1.' :a,t`C AH UL2 12. 13 R£C'PTT m -BEL' oom 29[2 f 12G: 4 R 0,901-\ : 2G f 2 0 . H 14 15 DISWVASHEIR. 2 f2 -. 1 12G 4.. R 1.26 26 t 25 \`. 6r3 C- #" 2,#5 #.`^n..GC CU -2 to 17 -DSPOf AL 2012 4126 34 R f. Kr :,�` 20 f 3 OCRE77 r , i3 19 . 'TKITC,-?Md 2>x12 f#t2,; �4 R \� C:QG 23 t 2 3Q �'^� \ 2250. 24f0141GG, 4'C EAM 20 21. fEOPT KITCHEN 2012 1 I2G . 1 F[ G.Qf) 2t3 1 23 RFF`gGERATOR 2^12 f#t2G 34 R 4.20 20 1 2 30 \ 2500 3»1t f fu:f GCi. 4 `C DRYER 24 25 �J•OR.ai1FN`.= 2#12,1#12G,.a4" (1 6. "f �\ 20 4 2: +6 � G c^8 27 SPACE Ck1_Y 11 20 M 100 O 2#12 7#1 2G. 3.'4" YskSHER 2& 29 5PA�..E t3.iCY \ , -11- :� �. , S?,xG~ ONLY SPA 3tT 37 aPAt'� tDEJ1Y.at?:::s. .,,•: ACE e?NLY 32 's3 SPACE ON! Y �:\,::':: ` Qc' SPACE ONLY A "a5 SPADE 1'>sd Y SPA: ONLY 37 SFM_ ONLY ;: SPnOc G?PfLY "i3 39 SPACE ONLYOtt I 5.6 I c -x 2 BEDROOM UNIT TC}TAL ?Ci A PHASE A: 24.25 TOTAL GONNECTE-D AMPS TOTAL ICVA PHAS.-A 24:05 so , -s TOTAL DEkWOAL; PS 145.#3 LS',4AH0 &ENEPf._ LIGHTING ru$41•YAD FeAAri'i LOAF} £5 B:S.Sh' � ON THE t1 RGER OF T14E RNO 81VA: FACMi P 4K`IA UGHTING 0 1 1.25 2_$ RECEPTA C1.ES(R) t2.f PEG 11 G? AFC HEATING (H} 4,500.00 100 5 CCLT_1F1G ;CI & t iKt 1,200.00 iC1TGSi=?d EQU�EN t iil,= ti3 � 1,200.00 fi fu1"d 2 BEDROOM UNIT TOTAL CONNECTED KVA: 4810 TOTAL GONNECTE-D AMPS 2,1221 TOTAi DEMAND KVA. so , -s TOTAL DEkWOAL; PS 145.#3 1 &ENEPf._ LIGHTING DQUA.R` F00T. 1G00 LOAD: 2 VAFSF `iiGHTC-4G L;cA?Ai`F LOIIO £5 B:S.Sh' � ON THE t1 RGER OF T14E RNO C:hkJECTE 0V -S. TABLE 220.12 NEC 2014.}. "LARGER ASC LOAD A KVA. fT t:LENGTI 0 KVA R!E C. 0,X 4 GFCf. 5; SHUNT TRIP 5j TYPE 3'RREAKER. 7 1 AFa BREAKER HEX NOTE FOR APT COMPLEX: Q 1. PROVIDE GFI RECEPTACLE ABOVE THE CASEWORK. COORDINATE WITH CASEWORK DRAWINGS PRIOR TO ROUGH -IN. 2. PROVIDE FLEXIBLE CONNECTION TO THE ELECTRIC WATER HEATER AS SHOWN. 3. PROVIDE FLEXIBLE CONNECTION FOR A/C UNIT. 4. PROVIDE A PUSHBUTION FOR DOOR CHIME (LIGHTED). FOR ADA ROOMS PROVIDE A COMPATIBLE DOOR BELL SYSTEM. 5. PROVIDE A DOOR CHIME AND TRANSFORMER AS REQUIRED BY THE OWNER. VERIFY THE EXACT LOCATION AND CHIME TYPE PRIOR TO INSTALLATION. 6. PROVIDE A TELEVISION JACK AND CABLE SYSTEM. THE CABLES MAY BE LOOPED AS REQUIRED FOR CONNECTION TO THE OWNERS CABLE SYSTEM. VERIFY THE EXACT LOCATION AND TERMINATION REQUIREMENTS PRIOR TO INSTALLATION. 7. PROVIDE. INSTALL AND CONNECT A SMOKE DETECTOR AS DIRECTED BY THE LOCAL AUTHORITY HAVING JURISDICTION. THE SMOKE DETECTOR SHALL HAVE A BATTERY BACKUP AND SHALL PROVIDE ANNUNCIATION AT A MINIMUM OF 96 Db OR AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. ALL SMOKE DETECTORS WITHIN THIS SUITE SHALL BE INTERCONNECTED TO SOUND ALL HORNS SIMULTANEOUSLY. 8. SPLIT WIRED DUPLEX RECEPTACLE BELOW COUNTER, TWO CIRCUITS. PROVIDE SWITCH ABOVE COUNTER BACK SPLASH TO CONTROL ONE HALF OF BELOW COUNTER DUPLEX RECEPTACLE FOR DISPOSAL CONNECTION. THE SECOND HALF OF THE DUPLEX RECEPTACLE SWILL BE CONNECTED TO THE DISHWASHER CIRCUIT. THE DISPOSAL AND DISHWASHER SHALL BE CONNECTED BY CORD AND CORD CAP. PROVIDE (1) 2 POLE, 20 AMP CIRCUIT BREAKER TO DISCONNECT BOTH CIRCUITS AS REQUIRED BY N.EC. 9. PROVIDE A CORD AND CORD CAP CONNECTION TO THE DISHWASHER AS REQUIRED. 10. PROVIDE RECEPTACLE FOR CONNECTION OF OVEN. VERIFY THE EXACT PLUG TYPE PRIOR TO INSTALLATION. 11. PROVIDE A FLUSH OUTLET BOX AND SINGLE RECEPTACLE FOR CONNECTION OF THE MICROWAVE/HOOD UNITABOVE THE OVEN. VERIFY THE EXACT MOUNTING HEIGHT AND CONNECTION REQUIREMENTS PRIOR TO ROUGH -IN. 12. PROVIDE RECEPTACLE FOR CONNECTION OF CLOTHES DRYER. VERIFY THE EXACT PLUG TYPE PRIOR TO INSTALLATION. 13. PROVIDE RECEPTACLE FOR CONNECTION OF THE WASHING MACHINE. 14. NOT USED. 15. PROVIDE CEILING FAN IN THE LOCATION AS DIRECTED BY THE OWNER. PROVIDE SEPARATE LIGHTING AND FAN SWITCHES. 16. ELECTRICAL CONTRACTOR TO PROVIDE, INSTALL AND CONNECT EXHAUST FAN. PROVIDE CONNECTION TO SWITCH AS NOTED. 17. PROVIDE A DUPLEX RECEPTACLE AT 56" ABOVE FINISHED FLOOR FOR CONNECTION OF REFRIGERATOR. GENERAL NOTES: 1. ALL RECEPTACLES SHALL BE GROUND FAULT CURRENT INTERRUPTION (GFCI) AS REQUIRED BY NFPA 70-210.8(A); SHALL BE TAMPER RESISTANT PER NFPA 7-460.11; AND SHALL BE CONNECTED TO ARC FAULT CURRENT INTERRUPTION (AFCI) BREAKERS AS REQUIRED BY NFPA 70-210.12(8). ALL FINAL COLORS SHALL BE APPROVED BY ARCHITECT. LOAD CALCULATION FOR TYPICAL UNIT B 2 BEDROOM UNIT UNIT AIR CONDITIONING AIR CONDITIONING LAMPS'FIX HEATING(KVA) 1 5.00 KW HEAT PUMP (KVA) 1 3.51 KW GENERAL LOAD GENERAL LOAD Q LIGHTING LOAD (UNIT SQUARE FOOT) 1,000.00 3.00 KW SMALL AP P LI ANCE LOAD 1,500.00 3.00 KW LAUNDRY CIRCUIT 1,500.00 1.50 KW RANGE LOAD 12,000.00 12.00 KW WATER HEATER 4,500.00 4.50 KW DRYER 5,000.00 5.00 KW DISHWASHER 1,200.00 1.20 KW REFRIGERATOR 1,200.00 1.20 KW DISPOSAL 1,000.00 1.00 KW OTHER 1,200.00 1.20 KW TOTAL CONNECTED LOAD TOTAL CONNECTED LOAD 33.60 KW FIRST 10KVA @ 100% FIRST 10KVA @ 100% 10.00 KW REMAINDER @ 40% REMAINDER @ 40% 9.44 KW SUBTOTAL GENERAL LOAD SUBTOTAL GENERAL LOAD 19.44 HVAC DEMAND HVAC DEMAND o w J~ i LiGHTinIGFIXTURESC-IECl11�vENE4A T L NOTES: 6.76 KW HEAT PUMP@100%+AUX. HEAT @ 65% (VA) HEAT PUMP@100%+AUX. HEAT@65%(VA) FIXTJRES" ARE TOBEINSTALLED. MODIFY FWTURECATALOG NUMBERASREWIRED TO COORDINATEFD(TUREWMH Ca -IG, TOTAL GENERAL LOAD TOTAL GENERAL LOAD 26.20 KW 26.20 VA/208 V= 125.96 A UNIT B WILL USE 200A PANEL 119.42 A ............ \I / 11 8--4 8r 16 To ........................ . .. . .... ...... . ELECTRICAL FLOOR PLAN SCALE 1/4* = V-0" UNIT "B" LOAD CALCULATION FOR TYPICAL UNIT A 1 BEDROOM UNIT MANt1FACTJRER i MOS # AIR CONDITIONING LAMPS'FIX HEATING(KVA) 1 5.00 KW HEAT PUMP (KVA) 1 2.51 KW GENERAL LOAD Q LIGHTING LOAD (UNIT SQUARE FOOT) 700.00 2.10 KW SMALL APPLIANCE LOAD 1,500.00 3.00 KW LAUNDRY00.00 CI RCUIT 1 5 I 1.50 KW RANGE LOAD 12,000.00 12.00 KW WATER HEATER 4,500.00 4.50 KW DRYER 5,000.00 5.00 KW DISHWASHER 1,200.00 1.20 KW REFRIGERATOR 1,200.00 1.20 KW DISPOSAL 1,000.00 1.00 KW OTHER 1,200.00 1.20 KW TOTAL CONNECTED LOAD :3a- 32.70 KW FIRST 10KVA @ 100% ti 10.00 KW REMAINDER @ 40% L€iL 9.08 KW SUBTOTAL GENERAL LOAD H 19.08 HVAC DEMAND o w J~ i LiGHTinIGFIXTURESC-IECl11�vENE4A T L NOTES: ?1 PROiIIDEALL FL' R , JO ESt,,,_+�iT IEGtITi*iJ FiXTUR�i V'V[iH EIcCTRO ViG BA LLASTS ANhJ 78" _AMPS, CONTRACTOR SHALT. JTEL€ZE 2, 3, OR 4 LAtErP 5.76 KW HEAT PUMP@100%+AUX. HEAT@65%(VA) FIXTJRES" ARE TOBEINSTALLED. MODIFY FWTURECATALOG NUMBERASREWIRED TO COORDINATEFD(TUREWMH Ca -IG, (3) WHEN FIXT`JREMODEL NaABER DIFFERS FROM F€XT'JRE DESCRIPTION, THEN FDCrJRE DESCRPTM SHALL GOV 3. TOTAL GENERAL LOAD 'FACE#AS INDICATED ON DRAStYNGS. 24.84 KW 24.84 VA/208 V= z 0 119.42 A UNITA WILL USE 200A PANEL fl - C.0 LIGHTING FIXTURE SCHEDULE APARTMENT' UNITS TYPE DESCRIPTION MANt1FACTJRER i MOS # VOLTS LAMPS'FIX 6' LED RS:;ESSEDRETROFIT LaKTING FD(T `RE COOPER -HALO '!203 7. SW 3500K LED C RL56TI3MA`H6835 Q 6" LED RSMSSED REMOFIT LIGHTING FD(TJRE WITH FIRED OOOFER-HA LO 120 7.5V'Y 1350GK LED C4 RATE1 HOUSING MODEL EZB-1624-9 (4th FLOOR RL,56TRMWH6835 Q o vO TYPICAL) i U PENDANT DECORATIVELIGHT OVER THECOUNTSR L6L ?231 ?1W 2700K LEO N F_ LR6fi1 'WHPL LMS27 0 W W MU LED CImet Light LITHONIk Uw1f 10. 4%A/ i 4000K LED F :3a- tFINOACL 840 S1 ti O WALL PACK- L€iL 120 10 W13000KLED H RESTROOM WS916 OY SG LED930 o w J~ i LiGHTinIGFIXTURESC-IECl11�vENE4A T L NOTES: ?1 PROiIIDEALL FL' R , JO ESt,,,_+�iT IEGtITi*iJ FiXTUR�i V'V[iH EIcCTRO ViG BA LLASTS ANhJ 78" _AMPS, CONTRACTOR SHALT. JTEL€ZE 2, 3, OR 4 LAtErP BALLASTS %,N,/HEREVER POSSELE FOR MASTERiSL AVE OPERA TION WHILE MAHTAINING SV'V#TCHING ARRANGSAENTS iVDCA TED ON ORA 3PMGS. £23CONTRACTOR SHALL CAREFULLY COOFiCdNATET?'iEi€GHT14GFDCTJRETRIM TYPES'lYI3"HT=€El Ti"PEOFCEI.I:SGIhA-3ERETHELiG1•iTWS FIXTJRES" ARE TOBEINSTALLED. MODIFY FWTURECATALOG NUMBERASREWIRED TO COORDINATEFD(TUREWMH Ca -IG, (3) WHEN FIXT`JREMODEL NaABER DIFFERS FROM F€XT'JRE DESCRIPTION, THEN FDCrJRE DESCRPTM SHALL GOV 3. ( 4) REFER TO SPECIFICATKINS FOR ADDITIONAL REOUIRWENTS ONLLPOI iARIES INCLUDING BALLASTS, LAMPS. ETC. 'FACE#AS INDICATED ON DRAStYNGS. REVISION SCHEDULE # DESCRIPTION I DATE PERMIT SET 05-24-18 Lo w a Q� Q 0 w N O m Q 0 _ W o LLLL -a 06 cy Z Co z Z Lu Q J ow 0 Lu a 0 ao JILL. 0 J 0w U.0 0 Z V/ W LL VLL1 0 >_ .j F_ W u DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPIG 16156 SHEET N to CO I, - CA CA N M � J U- Q Z z Q ~ J Q Q nan LL rN G Q o vO i U F_ O w 0u Q F_ Lo� �� 0 W W MU U <QUS° U � :3a- ti O U Z 0 °�� o w J~ J F- ¢ Of < Z V / z 0 fl - C.0 Lo w a Q� Q 0 w N O m Q 0 _ W o LLLL -a 06 cy Z Co z Z Lu Q J ow 0 Lu a 0 ao JILL. 0 J 0w U.0 0 Z V/ W LL VLL1 0 >_ .j F_ W u DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPIG 16156 SHEET I ELECTRICAL FLOOR PLAN SCALE 1/4" = 1'-0" UNIT "A" HEX NOTE FOR APT COMPLEX: QQ 1. PROVIDE GFI RECEPTACLE ABOVE THE CASEWORK. COORDINATE WITH CASEWORK DRAWINGS PRIOR TO ROUGH -IN. 2. PROVIDE FLEXIBLE CONNECTION TO THE ELECTRIC WATER HEATER AS SHOWN. 3. PROVIDE FLEXIBLE CONNECTION FOR A/C UNIT. 4. PROVIDE A PUSHBUTION FOR DOOR CHIME (LIGHTED). 5. PROVIDE A DOOR CHIME AND TRANSFORMER AS REQUIRED BY THE OWNER. VERIFY THE EXACT LOCATION AND CHIME TYPE PRIOR TO INSTALLATION. 6. PROVIDE A TELEVISION JACK AND CABLE SYSTEM. THE CABLES MAY BE LOOPED AS REQUIRED FOR CONNECTION TO THE OWNERS CABLE SYSTEM. VERIFY THE EXACT LOCATION AND TERMINATION REQUIREMENTS PRIOR TO INSTALLATION. 7. PROVIDE, INSTALL AND CONNECT A SMOKE DETECTOR AS DIRECTED BY THE LOCAL AUTHORITY HAVING JURISDICTION. THE SMOKE DETECTOR SHALL HAVE A BATTERY BACKUP AND SHALL PROVIDE ANNUNCIATION AT A MINIMUM OF 96 Db OR AS DIRECTED BY THE AUTHORITY HAVING JURISDICTION. ALL SMOKE DETECTORS WITHIN THIS SUITE SHALL BE INTERCONNECTED TO SOUND ALL HORNS SIMULTANEOUSLY. 8. SPLIT WIRED DUPLEX RECEPTACLE BELOW COUNTER. TWO CIRCUITS. PROVIDE SWITCH ABOVE COUNTER BACK SPLASH TO CONTROL ONE HALF OF BELOW COUNTER DUPLEX RECEPTACLE FOR DISPOSAL CONNECTION. THE SECOND HALF OF THE DUPLEX RECEPTACLE SHALL BE CONNECTED TO THE DISHWASHER CIRCUIT. THE DISPOSAL AND DISHWASHER SHALL BE CONNECTED BY CORD AND CORD CAP. PROVIDE (1) 2 POLE. 20 AMP CIRCUIT BREAKER TO DISCONNECT BOTH CIRCUITS AS REQUIRED BY N.EC. 9. PROVIDE A CORD AND CORD CAP CONNECTION TO THE DISHWASHER AS REQUIRED. 10. PROVIDE RECEPTACLE FOR CONNECTION OF OVEN. VERIFY THE EXACT PLUG TYPE PRIOR TO INSTALLATION. 11. PROVIDE A FLUSH OUTLET BOX AND SINGLE RECEPTACLE FOR CONNECTION OF THE MICROWAVE/HOOD UNITABOVE THE OVEN. VERIFY THE EXACT MOUNTING HEIGHT AND CONNECTION REQUIREMENTS PRIOR TO ROUGH -IN. 12. PROVIDE RECEPTACLE FOR CONNECTION OF CLOTHES DRYER. VERIFY THE EXACT PLUG TYPE PRIOR TO INSTALLATION. 13. PROVIDE RECEPTACLE FOR CONNECTION OF THE WASHING MACHINE. 14. NOT USED. 15. PROVIDE CEILING FAN IN THE LOCATION AS DIRECTED BY THE OWNER. PROVIDE SEPARATE LIGHTING AND FAN SWITCHES. 16. ELECTRICAL CONTRACTOR TO PROVIDE, INSTALL. AND CONNECT EXHAUST FAN. PROVIDE CONNECTION TO SWITCH AS NOTED. 17. PROVIDE A DUPLEX RECEPTACLE AT 56" ABOVE FINISHED FLOOR FOR CONNECTION OF REFRIGERATOR. GENERAL NOTES: 1. ALL RECEPTACLES SHALL BE GROUND FAULT CURRENT INTERRUPTION (GFCI) AS REQUIRED BY NFPA 70-210.8(A); SHALL BE TAMPER RESISTANT PER NFPA 7-460.11; AND SHALL BE CONNECTED TO ARC FAULT CURRENT INTERRUPTION (AFCI) BREAKERS AS REQUIRED BY NFPA 70-210.12(B). ALL FINAL COLORS SHALL BE APPROVED BY ARCHITECT. ELECTRICAL FLOOR PLAN SCALE 1/4" = 1'-0" UNIT "B" UFAS ``I�►1411111���, FA/Zq %C E '•• 'Y. i NO. 43599 �0 �•�rA�OF *' ..�� • (pP. moi trs `ateoff REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET .a ELECTRICAL SYMBOL LEGEND ALL SYMBOLS SHOWN ARE NOT NECESSARILY USED ON THE DRAWINGS LIGHTING FIXTURES SUBSCRPIS: A—lb - PANEL A. CRCU1R 1. SWM b (REFER TO LIGHTING SCHEDULE) I --a SURFACE OR PENDANT FLUORESCENT FIXTURE. Q COMPACT CEILING LIGHT/DOWN LIGHT 4 WALL MOUNTED COMPACT LIGHT FIXTURE CU -1 TRACK LIGHT. PLAN INDICATES LENGTH OF TRACK ® EXIT LIGHT WITH DIRECTIONAL ARROWS AS INDICATED 1#18 SHADING INDICATES FACE(S) OF FIXTURE. AHU-2 STEM INDICATES WALL MOUNTED 847AFF LION 50/1/60 D.E. EMERGENCY BATTERY OPERATED WALL PACK WITH 1#8 2 AIMABLE HEADS p WALL MOUNTED FULL -CUTOFF FIXTURE 25/1/30 D.E. CEILING MOUNTED FAN. 0 RECESSED 1' X 4' FIXTURE. MTI! -3/4/13/14/15 SINGLE POLE SNATCH COMMUNICATIONS - DATA/COMM OUTLET WITH FLUSH MOUNTED 4-11/16" SQUARE 1' SINGLE GANG JUNCTION BOX. PROVIDE BLANK BUILDING STANDARD 2 COVER PLATE. EXTEND 3/4" CONCEALED CONDUIT TO ABOVE 2#6 ACCESSIBLE CEILING AND STUB -OUT WITH PLASTIC BUSHING. OR 1" AS NOTED. INSTALL PULL WIRE. 4 TELEVISION COAXIAL OUTLET WITH FLUSH MOUNTED 4-11/16" 2#6 SQUARE SINGLE GANG JUNCTION BOX. PROVIDE BLANK BUILDING 1" STANDARD COVER PLATE. EXTEND 3/4' CONCEALED CONDUIT TO 4 ABOVE ACCESSIBLE CEILING AND STUB -OUT WITH PLASTIC 2#6 BUSHING, OR AS NOTED. INSTALL PULL WIRE. 1" EWC = ELECTRIC WATER COOLER WIRING DEVICES WP = WEATHERPROOF 30/1 /30 D.E. GFI - GROUND FAULT INTERRUPTER 1 J8 EX = EXPLOSION PROOF AHU/CU-17 IG = ISOLATED GROUND ® Ip DUPLEX CONVENIENCE OUTLET MOUNTED 18" AFF UON. BOX 10 INDICATES FLUSH IN FLOOR QUAD ® (DOUBLE DUPLEX) OUTLET MOUNTED 18" AFF LION. BOX INDICATES FLUSH IN FLOOR. ® SPECIAL PURPOSE OUTLET. VOLTAGE. AMPERAGE AND MOUNTING ELEVATION AS NOTED ON PLANS BOX INDICATES FLUSH IN FLOOR. /P DUPLEX/QUAD OUTLET MOUNTED HORIZONTALLY ABOVE COUNTERTOP OR BACKSPLASH 44" AFF LION. SWITCHED DUPLEX OUTLET MOUNTED 18" AFF LION DUAL USB CHARGER WITH DUPLEX OUTLET RECEPTACLE MOUNTED 18" AFF LION. [v DUAL USB CHARGER WITH DUPLEX OUTLET RECEPTACLE MOUNTED HORIZONTALLY ABOVE COUNTERTOP OR BACKSPLASH 44" AFF LION. 0 ®J Q JUNCTION BOX, FLUSH MOUNTED IN CEILING LION BOX INDICATES IN FLOOR. STEM INDICATES WALL MOUNTED. ® ® Q PULL BOX, FLUSH MOUNTED IN CEILING LION. BOX INDICATES IN FLOOR, STEM INDICATES WALL MOUNTED. 0 LOS, PUSHBUTTON, DOORBELL BUZZER, OR SHUNT TRIP MOUNTED AT 42' AFF UON. Q TIME CLOCK EQUIPMENT 30 EIJ NON-FUSED DISCONNECT: 30 = AMPERE SIZE 30 [DJ FUSED DISCONNECT _ ELECTRICAL PANEL BOARD I O SMOKE DETECTOR: I = IONIZATION P - PHOTOELECTRIC MECH. EQUIPMENT POWER RISER DETAIL DISCONNECT AHU/CU WIRE SIZE AND CONDUIT SEE PANEL SCHEDULE TYPE TONS DISC. WIRE GROUND CONDUIT AHU-1 1.5 30/1/30 D.E. 2#6 1#8 1' CU -1 1.5 15/1/30 D.E. 2#6 1#18 1" AHU-2 2 50/1/60 D.E. 2#6 1#8 1" CU -2 2 25/1/30 D.E. 2#►6 1#8 1" MTI! -3/4/13/14/15 2 .30/l/.30 D.E. 2#6 1#8 1' CII -3/4/13/14/15 2 25/1/30 D.E. 2#6 1#8 1" MU -51061710/10/11/12 4 60/1/60 D.E. 2#6 1#8 1" ql-5/%/1/9/10/11/12 4 40/1/60 D.E. 2#6 1#8 1" AHU/CU-16 2 30/1 /30 D.E. 20 1 J8 1' AHU/CU-17 2 30/1/30 D.E.7 2#6 10 1" NOTES: 1. VERIFY NAMEPLATE RATINGS, LOCATIONS, AND POINT OF POWER CONNECTIONS PRIOR TO ROUGH -IN. 2. DO NOT LOCATE DISCONNECT SWITCHES OVER UNIT ACCESS PANELS. 3. PROVIDE A 3/4" EMPTY CONDUIT THROUGH INACCESSIBLE LOCATIONS(I.E. WALLS, UNDER SLAB) FOR CONTROL WIRING. COORDINATE WITH MECHANICAL PLANS. 4. EQUIP. REQUIREMENTS ARE FOR MANUFACTURE AND MODLE NUMBER LISTED ON MECHANICAL PLANS. THE MECH. CONTRACTOR SHALL BARE ANY ADDITIONAL COST. ELECTRICAL NOTES AND DETAILS SCALE: NONE SECURITY DOOR DETAIL J—BOX (REHJ—BOX SECURITY J—BOX 3/4" CONDUIT 3/4' CONDUIT 3/4' CONDUIT CARD READER 1. ROUTE CONDUIT TO DOOR FRAME AS REQUIRED. 2. REFER TO SECURITY DRAWINGS FOR EXACT DOOR REQUIREMENTS FOR CONDUITS. ,•``,,SEN �A�✓'���i N3588 o. 4 •i iA Z STAT O' I REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET 4 .a,m err an' SPACE ONLY FOR APARTMENT MAX 150A 10 BREAKER (TYP) 20' 20' F -T-1 (4)-3' PVC CONDUIT W/4-250 MCM CU TO POWER -CO TRANS 210A I 200A UNIT 'A' UNIT 'B' PNL 'A' PNL 'B' TYP. OF 8 TYP. OF 14 1 CONDUITS AND WIRES M EACH APARTMENT 3/0 GROUND M RODS do BLDG STEEL 2)-8' RODS 6' APART REFERENCE NOTES 1O 3 # 1/0 CU AND 1#6 CU GROUND IN 2'C. 20 PANEL 'A' (TYP. OF 8) 200A MLO, 150MCB, 10, 120/208V. OPANEL 'B' (TYP. OF 14) 200A MLO, 150MM 14, 120/208V. O200 AIBP METER (TYP) WITH MAIN BREAKER. O150AMP CIRCUIT BREAKER, 10 120/208V. O1000AMP MAIN BREAKER. 30,120/208V 65K CIC. 70 MAIN SERVICE ENTRANCE ELECTRICAL RISER DIAGRAM / METER CENTER 'Al' SCALE: NONE a .............. O "Al" 120/208V 00 UNIT "A" O 00 ❑ ■ • ■ • 111 ■ • ■ • ❑ O 11O O 160011 MAIN 65K ac ❑ O ❑ O ❑ 5,000.00 ❑ OO ❑ 120/208 30 ❑ OO ❑ 5,000.00 5000.00 W ❑ 00 (4)-3' PVC CONDUIT W/4-250 MCM CU TO POWER -CO TRANS 210A I 200A UNIT 'A' UNIT 'B' PNL 'A' PNL 'B' TYP. OF 8 TYP. OF 14 1 CONDUITS AND WIRES M EACH APARTMENT 3/0 GROUND M RODS do BLDG STEEL 2)-8' RODS 6' APART REFERENCE NOTES 1O 3 # 1/0 CU AND 1#6 CU GROUND IN 2'C. 20 PANEL 'A' (TYP. OF 8) 200A MLO, 150MCB, 10, 120/208V. OPANEL 'B' (TYP. OF 14) 200A MLO, 150MM 14, 120/208V. O200 AIBP METER (TYP) WITH MAIN BREAKER. O150AMP CIRCUIT BREAKER, 10 120/208V. O1000AMP MAIN BREAKER. 30,120/208V 65K CIC. 70 MAIN SERVICE ENTRANCE ELECTRICAL RISER DIAGRAM / METER CENTER 'Al' SCALE: NONE a .............. O "Al" 120/208V 00 UNIT "A" UGHTI NG LOAD (UNIT SQF X 3VA) 00 ❑ s ❑ 000 ❑ ❑ LAUNDRYCIRCUIT ❑ O 11O O 160011 MAIN 65K ac ❑ O ❑ O ❑ 5,000.00 ❑ OO ❑ 120/208 30 ❑ OO ❑ 5,000.00 5000.00 W ❑ 00 ❑ 1200.00 W ❑ 00 ❑ 1200.00 W DISPOSAL ❑ 00 11 OTHER 00 ❑ NET CALCULATED LOAD O3/0 2 (4)-4 PVC CONDUIT W/4-600 MCM CU TO POWER -CO TRANS SPACE ONLY FOR APARTMENT MAX 150A 10 BREAKER (TYP) 200A UNIT 'A' PNL 'A' TYP. OF, 1 CONDUITS AND WIRES M EACH APARTMENT MOUND M RODS & BLDG STEEL I-8' RODS 6' APART REFERENCE NOTES 1O 3 11/0 CU AND 1#6 CU GROUND IN 2'C. OPANEL 'A' (TYP. OF 26) 200A MLO, 150MCB, 11, 120/208V. ONOT USED. 4O 200 IMP METER (TYP) WITH MAIN BREAKER. O150AMP CIRCUIT BREAKER, 10 120/208V. O1600AMP MAIN BREAKER. 30, 12o/208V 65K CIC. 7O MAIN SERVICE ENTRANCE ELECTRICAL RISER DIAGRAM / METER CENTER 'A2' SCALE: NONE LOAD CALCULATION FOR METER CENTER "Al" 120/208V UNIT"A" UNIT "A" UGHTI NG LOAD (UNIT SQF X 3VA) LIGHTING LOAD (UNIT SQF X 3VA) 700.00 2100.00 W SMALL APPLIANCE LOAD 1,500.00 3000.00 W LAUNDRYCIRCUIT 1,500.00 1500.00 W WATER HEATER 4,500.00 4500.00 W AHU DEMAND/HEATING 5,000.00 5000.00 W RANGE 12,000.00 12000.00 W DRYER 5,000.00 5000.00 W REFRIGERATOR 1,200.00 1200.00 W DISHWASHER 1,200.00 1200.00 W DISPOSAL 1,000.00 1000.00 W OTHER 1,000.00 1000.00 W NET CALCULATED LOAD 37500.00 W 37500.00 W DEMAND FACTOR 0.38 0.38 TOTAL LOAD 14.25 KW 14.25 KW UNIT"B" ❑ UGHTI NG LOAD (UNIT SQF X 3VA) LIGHTING LOAD (UNIT SQF X 3VA) 1,000.00 3000.00 W SMALL APPLIANCE LOAD 1,500.00 3000.00 W LAUNDRYCIRCUIT 1,500.00 1,500.00 W WATER HEATER 4,500.00 4500.00 W AHU DEMAND/HEATING 5,000.00 5000.00 W RANGE 12,000.00 12000.00 W DRYER 5,000.00 5000.00 W REFRIGERATOR 1,200.00 1200.00 W DISHWASHER 1,200.00 1200.00 W DISPOSAL 1,000.00 1000.00 W OTHER 1,000.00 1000.00 W NET CALCULATED LOAD 38400.00 W 38400.00 W DEMAND FACTOR 0.38 0.38 TOTAL LOAD 14.59 KW 14.59 KW MAIN LOAD CENTER UNITTYPE UNITTYPE INUMBER OF UNITS TOTAL LOAD UNIT "A" 8 114.00 KW UNIT "B" 14 204.29 KW TOTAL CALCULATED LOAD FOR MAIN 370.50 KW 318.29 KW OR TOTAL LOAD(VA)/208V= 884.53 A WILL USE 1000 A SERVICE LOAD CALCULATION FOR METER CENTER "A2" 120/208V 40' UNIT"A" 20' UGHTI NG LOAD (UNIT SQF X 3VA) 700.00 2100.00 W SMALL AP P LI ANCE LOAD 1,500.00 3000.00 W LAUNDRY CIRCUIT 1,500.00 1500.00 W WATER HEATER 4,500.00 4500.00 W AHU DEMAND/HEATING 5,000.00 5000.00 W RANGE 12,000.00 12000.00 W DRYER 5,000.00 5000.00 W REFRIGERATOR 1,200.00 1200.00 W DISHWASHER 1,200.00 1200.00 W DISPOSAL 1,000.00 1000.00 W OTHER 1,000.00 1000.00 W NET CALCULATED LOAD ❑ 00 37500.00 W DEMAND FACTOR ❑ O 0.38 TOTAL LOAD 14.25 KW UNIT"B" ❑ UGHTI NG LOAD (UNIT SQF X 3VA) 1,000.00 3000.00 W SMALL APPLIANCE LOAD 1,500.00 3000.00 W LAUNDRY Cl RCUIT 1,500.00 1,500.00 W WATER HEATER 4,500.00 4500.00 W AHU DEMAND/HEATING 5,000.00 5000.00 W RANGE 12,000.00 12000.00 W DRYER 5,000.00 5000.00 W REFRIGERATOR 1,200.00 1200.00 W DISHWASHER 1,200.00 1200.00 W DISPOSAL 1,000.00 1000.00 W OTHER 1,000.00 1000.00 W NET CALCULATED LOAD 38400.00 W DEMAND FACTOR 0.38 TOTAL LOAD 14.59 KW MAIN LOAD CENTER UNITTYPE NUMBER OF UNITS TOTAL LOAD UNIT "A" 26 370.50 KW UNIT "B" 0 0.00 KW TOTAL CALCULATED LOAD FOR MAIN 370.50 KW OR TOTAL LOAD(VA)/208V= 1029.62 A WILL USE 1600 A SERVICE �--�x2ff 5 20' 40' 20' 20' b O 2100.00 W oo 1,500.00 3000.00 W O ❑ 0800AO 1500.00 W ❑ ❑ 10 rMAIN 65K CIC AHU DEMAND/HEATING ❑ 001000A 11O MAIN 65K AIC 1120/208 O 12000.00 W 30 O ❑ 5,000.00 ❑ ❑ 120/208 30 ❑ DISHWASHER O O 12 1200.00 W 00 1,000.00 1000.00 W 0 1,000.00 ZOOA 200A 800A 'A' 'B' 'NIDP' NET CALCULATED LOAD ❑ 00 ❑ DEMAND FACTOR ❑ O 0.38 UNIT UNIT PNL O PNL 'A' PNL 'B' TYP. OF S TYP. OF 1 ❑ ❑ ❑ LIGHTING LOAD (UNIT SQF X 3VA) 0 3000.00 W 000 1,500.00 3000.00 W LAUNDRY CIRCUIT 1,500.00 1,500.00 W WATER HEATER 1171 1171 1 Irl I I I I 1 0 1 11 (4)-3' PVC CONDUIT - W/4 -250 MCM CU M POWER -00 TRANS 16 ~-3/0 GROUND M RODS E BLDG STEEL 3/0 GROUND M RODS do BLDG STEEL LF-r!�2)-8' RODS 6' APART 15 225A PNL 'P4A' 225A PNL 'P3A' I L( I�(ILI I FUSED PNL 'PIAPN*M PN1PNL DISCONNECT PNL 'PIC' ELECTRICAL RISER DIAGRAM /METER CENTER 'Bl' SCALE: NONE LOAD CALCULATION FOR METER CENTER "62" 120/208V UNIT "A" UGHTI NG LOAD (UNIT SQF X 3VA) 700.00 2100.00 W SMALL APPLIANCE LOAD 1,500.00 3000.00 W LAUNDRY CIRCUIT 1,500.00 1500.00 W WATER HEATER 4,500.00 4500.00 W AHU DEMAND/HEATING 5,000.00 5000.00 W RANGE 12,000.00 12000.00 W DRYER 5,000.00 5000.00 W REFRIGERATOR 1,200.00 1200.00 W DISHWASHER 1,200.00 1200.00 W DISPOSAL 1,000.00 1000.00 W OTHER 1,000.00 1000.00 W NET CALCULATED LOAD 37500.00 W DEMAND FACTOR 0.38 TOTAL LOAD 14.25 KW UNIT"B" LIGHTING LOAD (UNIT SQF X 3VA) 1,000.00 3000.00 W SMALL APPUANCE LOAD 1,500.00 3000.00 W LAUNDRY CIRCUIT 1,500.00 1,500.00 W WATER HEATER 4,500.00 4500.00 W AHU DEMAND/HEATING 5,000.00 5000.00 W RANGE 12,000.00 12000.00 W DRYER 5,000.00 5000.00 W REFRIGERATOR 1,200.00 1200.00 W DISHWASHER 1,200.00 1200.00 W DISPOSAL 1,000.00 1000.00 W OTHER 1,000.00 1000.00 W NET CALCULATED LOAD 38400.00 W DEMAND FACTOR 0.38 TOTAL LOAD 14.59 KW MAIN LOAD CENTER UNITTYPE NUMBER OF UNITS TOTAL LOAD UNIT "A" 18 256.50 KW UNIT "B" 5 72.96 KW TOTAL CALCULATED LOAD FOR MAIN 329.46 KW OR TOTAL LOAD(VA)/208V= 915.57 A WILL USE 1000 A SERVICE LOAD CALCULATION FOR METER CENTER "B1" 120/208V UNIT "A" LIGHTING LOAD (UNIT SQF X 3VA) 700.00 2100.00 W SMALL APPLIANCE LOAD 1,500.00 3000.00 W LAUNDRY CIRCUIT 1,500.00 1500.00 W WATER HEATER 4,500.00 4500.00 W AHU DEMAND/HEATING 5,000.00 5000.00 W RANGE 12,000.00 12000.00 W DRYER 5,000.00 5000.00 W REFRIGERATOR 1,200.00 1200.00 W DISHWASHER 1,200.00 1200.00 W DISPOSAL 1,000.00 1000.00 W OTHER 1,000.00 1000.00 W NET CALCULATED LOAD 37500.00 W DEMAND FACTOR 0.38 TOTAL LOAD 14.25 KW UNIT"B" LIGHTING LOAD (UNIT SQF X 3VA) 1,000.00 3000.00 W SMALL APPLIANCE LOAD 1,500.00 3000.00 W LAUNDRY CIRCUIT 1,500.00 1,500.00 W WATER HEATER 4,500.00 4500.00 W AHU DEMAND/HEATING 5,000.00 5000.00 W RANGE 12,000.00 12000.00 W DRYER 5,000.00 5000.00 W REFRIGERATOR 1,200.00 1200.00 W DISHWASHER 1,200.00 1200.00 W DISPOSAL 1,000.00 1000.00 W OTHER 1,000.00 1000.00 W NET CALCULATED LOAD 38400.00 W DEMAND FACTOR 0.38 TOTAL LOAD 14.59 KW MAIN LOAD CENTER UNITTYPE INUMBER OF UNITS I TOTAL LOAD UNIT "A" 8 114.00 KW UNIT "B" 11 160.51 KW TOTAL CALCULATED LOAD FOR MAIN 274.51 KW OR TOTAL LOAD(VA)/208V= 762.87 A WILL USE 1000 A SERVICE REFERENCE NOTES 1O 3 1111/0 CU AND 1#6 CU GROUND 61 2' CONDUIT. OPANEL 'A' (TYP. OF 6) 200A MLO, 150MCB, 10, 120/208V. OPANEL 'B' (TYP. OF 14) 200A MLO, 150MCB, 10, 120/208V. 4O 200 AMP METER (TYP) WITH MAIN BREAKER. O150AMP CIRCUIT BREAKER, 1. 12D/208V. O6 1000AMP MAIN BREAKER. 30, 120/208V 65K CIC. O7 MAIN SERVICE ENTRANCE OBOOAMP MAIN BREAKER, 30, 120/208V 65K CIC. O800AMP CT CABINET. 10 ELECTRICAL METER. 11 2 SETS OF 4#600MCM AND 1#I/OG IN 4'CONDUIT EACH. 12 800AMP PANEL 'MDP 30 120/208V. REFER M PANEL SCHEDULE. 13 4#3/0CU AND 10CU GROUND IN Y CONDUIT. 14 4#600MCM AND 1#1/OG IN C CONDUIT. 15 4#1/0 AND 106G IN Y CONDUIT. 16 2 SETS OF 4#600MCM IN CC EA01 0- (4)-3' PVC CONDUIT W/4-250 MCM CU M POWER -CO TRANS SPACE ONLY FOR APARTMENT MAX 150A 10 BREAKER (TYP) CONDUITS AND WIRES TO EACH APARTMENT 200A 200A INUIT 'A' UNIT 'B' PNL 'A' PNL 'B' TYP. OF 18 TYP. OF 3/0 GROUND M RODS &BLDG STEEL -42i-8' RODS 6' APART REFERENCE NOTES 1O 3 # 1/0 CU AND 106 CU GROUND IN 2'C. OPANEL 'A' (TYP. OF 23) 200A MLO, 150MCB, 10, 120/208V. ONOT USED. 4O 200 AMP METER (TYP) WITH MAIN BREAKER. O150AMP CIRCUIT BREAKER, 10 120/208V. O100DAMP MAIN BREAKER. 30, 120/208V 65K CIC. 7O MAIN SERVICE ENTRANCE ELECTRICAL RISER DIAGRAM. SCALE: NONE METER CENTER '137 0 %%%N FAAt4� IgE ��•� NiAA `588 ; ly_ 2D .. � O :i w 0 :�NS �fittttt��� REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET • • 1,11 • •. 0- (4)-3' PVC CONDUIT W/4-250 MCM CU M POWER -CO TRANS SPACE ONLY FOR APARTMENT MAX 150A 10 BREAKER (TYP) CONDUITS AND WIRES TO EACH APARTMENT 200A 200A INUIT 'A' UNIT 'B' PNL 'A' PNL 'B' TYP. OF 18 TYP. OF 3/0 GROUND M RODS &BLDG STEEL -42i-8' RODS 6' APART REFERENCE NOTES 1O 3 # 1/0 CU AND 106 CU GROUND IN 2'C. OPANEL 'A' (TYP. OF 23) 200A MLO, 150MCB, 10, 120/208V. ONOT USED. 4O 200 AMP METER (TYP) WITH MAIN BREAKER. O150AMP CIRCUIT BREAKER, 10 120/208V. O100DAMP MAIN BREAKER. 30, 120/208V 65K CIC. 7O MAIN SERVICE ENTRANCE ELECTRICAL RISER DIAGRAM. SCALE: NONE METER CENTER '137 0 %%%N FAAt4� IgE ��•� NiAA `588 ; ly_ 2D .. � O :i w 0 :�NS �fittttt��� REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET REVISION SCHEDULE # DESCRIPTION I DATE IPERMITSET 05-24-18 CD rn L0 M W d Q LL Z W U) O m a 0 W 0 LL Q Cl) CY F. J Z Z W w v O � JF Lu W Q z a O'� a Q o J 0 0 z W LL v (,' J W V DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET N LO O r - CN N CO CO - J Q Z Z J � H J Q a d - Nm Q o �O C Rq Cn U J H O f--2 � � f_ chi 2 �w_ 00 V <oUSo V0 0 ° J o mow J J H Q It ^ V ) z O z 11-(0 CD rn L0 M W d Q LL Z W U) O m a 0 W 0 LL Q Cl) CY F. J Z Z W w v O � JF Lu W Q z a O'� a Q o J 0 0 z W LL v (,' J W V DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET tLtV151UN 5Y51 LM K15tK UTAUKAM SCALE: NONE TO 47H FLOOR RESIDENCE OUTLETS TYPICAL .4TH FLOOR TO 3TH FLOOR RESIDENCE OUTLETS TYPICAL R 3FLOOR .......D.............................. TO 2ND FLOOR RESIDENCE OUTLETS TYPICAL. ........ 2ND FLOOR 1 FT FLOOR RESIDENCE OUTLETS TYPICAL FIRST FLOOR TELEVISION SYSTEM RISER HEX NOTES: 1D STUB (1) 2" CONDUITS INTO TELEVISION COMPANY PEDESTAL., CAP AND MARK. COORDINATE WITH TELEVISION COMPANY FOR EXACT LOCATION AND REQUIREMENTS. 20 STUB CONDUITS AT MB. PROVIDE PVC BUSHING, TYPICAL. O PROVIDE SYSTEMS MAIN GROUND BUS BAR WITH #6 INSULATED COPPER GROUND CONDUCTOR TO MAIN ELECTRICAL GROUND BUS BAR AND BUILDING GROUND. ® ALL BENDS MUST BE LONG SWEEPING BENDS WITH A RADIUS NOT LESS THAN TEN TIMES THE INTERNAL DIAMETER OF THE CONDUIT. COORDINATE WITH LOCAL CATV PROVIDER. 50 PROVIDE 3/4" BC PLYWOOD TERMINAL BACKBOARD WITH 2 COATS OF FIRE RETARDANT PAINT APPLIED TO ALL SIDES. TELEPHONE SYSTEM RISER HEX NOTES: O STUB (2) 2" CONDUITS INTO TELEPHONE COMPANY PEDESTAL, CAP AND MARK. COORDINATE WITH TELEPHONE COMPANY FOR EXACT LOCATION AND REQUIREMENTS. 20 STUB CONDUITS AT TB. PROVIDE PVC BUSHING, TYPICAL. Q PROVIDE SYSTEMS MAIN GROUND BUS BAR WITH #6 INSULATED COPPER GROUND CONDUCTOR TO MAIN ELECTRICAL GROUND BUS BAR AND BUILDING GROUND. ® ALL BENDS MUST BE LONG SWEEPING BENDS WITH A RADIUS NOT LESS THAN TEN TIMES THE INTERNAL DIAMETER OF THE CONDUIT. COORDINATE WITH LOCAL PHONE SERVICE PROVIDER. O PROVIDE 3/4" BC PLYWOOD TERMINAL BACKBOARD WITH 2 COATS OF FIRE RETARDANT PAINT APPLIED TO ALL SIDES. TELEPHONE/DATA TERMINAL CABINET DETAIL NOTE: COORDINATE EXACT REQUIREMENTS FOR THE TTC ENCLOSURE WITH THE TO 4TH FLOOR RESIDENCE LOCAL TELEPHONE PROVIDER DUTLETS TYPICAL _ .4TH FLOOR TO 37H FLOOR RESIDENCE DUTLETS TYPICAL 3RD FLOOR TO 2ND FLOOR RESIDENCE DUTLETS TYPICAL TELEPHONE SYSTEM RISER DIAGRAM SCALE: NONE 2ND FLOOR FIRST FLOOR 2- 4" EMPTY CONDUIT TO PROPERTY LINE TURNED UP AND CAP W/ PULL CORD INSIDE VERIFY LOCATION W/ TELEPHONE CO. EXTEND ALL CONDUIT 2'-0" A.F.G. GRADE `- RUN 1 1/2" CONDUIT TO EACH TENANT SPACE. MAX. (2) 90 DEGREE RUN 1/2- CONDUIT BENDS PER RUN. 8" BELOW GRADE MIN. RUN APPROX. 20 FT. OF #6 AWG INSULATED GROUND WIRE FROM TELEPHONE COMPANY PROTECTOR TO POWER GROUND ROD. TELEPHONE COMPANY INSTALLER TO VERIFY CONTINUITY FROM PROTECTOR TO SOURCE IF POWER GROUND SOURCE IS NOT AVAILABLE, CONSULT WITH THE TELEPHONE COM,P(lf l f�6f%#lj .��T'ya FAk. �p�,.• CE s;•. %.srAt pF ., 'cl op JOW ..AA . t 0'r '•; r t REVISION SCHEDULE # DESCRIPTION I DATE PERMIT SET 05-24-18 DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET E,8 FIRE ALARM RISER DIAGRAM FIRE ALARM CONTROL PANEL � PULL -STATIONS FIRE ALARM DEVICE MOUNTING SPECIFICATIONS SYMBOL DESCRIPTION NEWNOTES: BACKBOX MAX SPACING MAX SPACING ❑F CLASS B 48" AFF SK N/A N/A 1. LOCATE FTR PANELS IN ELECTRICAL ROOM. PROVIDE 2-20AMP CIRCUITS TO FTR 48" AFF 4" SQ DP 100 FT 5208 HORN/STROBES HORN TROBE ABOVE FROM NEAREST EMERGENCY PANEL. PROVIDE 20/1 C.B. IN ELECTRICAL PANEL ELEVATOR AIR HANDLER FACP HORN/STROBE 2. PROVIDE RELAYS FOR ALL HVAC EQUIPMENT REQUIRED TO BE SHUT DOWN, AND 100 FT 2500 SQ FT O SMOKE DETECTOR CEILING 4" SQ ALLFIRE/SMOKE DAMPERS. (REF. DIVISION 15) 900 SQ FT OWEATHERPROOF SHUTDOWN 1 4" SQ 50 FT 3. REFER TO ALL DIVISIONS FLOOR PLANS AND SPECIFICATION FOR EXACT HEAT DETECTOR RELAY X FLOW SWITCH O QUANTITIES AND LOCATIONS. REMOTE INDICATOR 4" SQ 50 FT 2500 SQ FT FACP FIRE ALARM CONTROL PANEL AS READ W/KEY RESET N/A N/A 4. REFER TO PLUMBING FLOOR PLANS FOR SPRINKLER CONTROL STATIONS AND FIRE X (2) HOUSE SPRINKLER SYSTEM PREACTION PANEL LOCATIONS AND CIRCUIT BREAKER R REQUIREMENTS. PHONE LINES IN 1/2"C TO TELEPHONE 5. PROVIDE ALL RELAYS TO ACTIVATE ALL SMOKE CONTROL SYSTEMS UPON AHU BOARD INITIATION OF THE FIRE ALARM SYSTEM. REF: DIVISION 15 ( ) 6. PROVIDE RELAYS TO DEACTIVATE ALL ELECTRIC DOOR LOCKS AND MAGNETIC 120V PLUS GRD. DOOR HOLDERS UPON INITIATION OF THE FIRE ALARM SYSTEM. SD SD FROM HOUSE PANEL 7. ALL STROBES LOCATED IN CORRIDORS OR ROOMS LESS THAN 15 FEET IN WIDTH DUCT SMOKE DETECTORS ONLY IF REQUIRED BY I I SHALL BE 75 CANDELA. ALL OTHER STROBES SHALL BE 110 CANDELA , � 8. THE SYSTEM PROVIDES SPRINKLER SUPERVISORY FUNCTIONS AS WELL. AS MECHANICAL PROVIDING MANUAL PULL STATIONS AT ALL EXITS WITH SMOKE DETECTORS TYPICAL FOR AHU PROTECTING THE FIRE ALARM PANEL AND OCCUPIED SPACES. SUPPLY RETURN FIRE ALARM DEVICE MOUNTING SPECIFICATIONS SYMBOL DESCRIPTION MOUNTING HT BACKBOX MAX SPACING MAX SPACING ❑F MANUAL PULL STATION 48" AFF 4" SQ N/A N/A F F ASL PULL STATION WITH 48" AFF 4" SQ DP 100 FT 2500 SQ FT HORN/STROBES HORN TROBE ABOVE ELEVATOR AIR HANDLER HORN/STROBE 80" AFF 4" SQ DP 100 FT 2500 SQ FT O SMOKE DETECTOR CEILING 4" SQ 30 FT 900 SQ FT OWEATHERPROOF X CEILING 4" SQ 50 FT 2500 SQ FT W HEAT DETECTOR X X FLOW SWITCH O HEAT DETECTOR CEILING 4" SQ 50 FT 2500 SQ FT FACP FIRE ALARM CONTROL PANEL AS READ SPECIAL N/A N/A SEQUENCE OF OPERATION MATRIX OUTPUT FUNCTION FIRE ALARM RISER DIAGRAM ELEVATOR SHUT -DOWN DIAGRAM H HOISTWAY HEAT DETECTOR O H ELEV. PIT DETECTOR O2 H MACHINE ROOM HEAT DETECTOR O FACP FIRE ALARM CONTROL PANEL ( ADDRESSABLE) FAAP FIRE ALARM ANNUNCIATOR PANEL (ADDRESSABLE) MANUAL PULL STATION (ADDRESSABLE) IJv HORN/STROBE/SPEAKER (ADDRESSABLE) OS CEILING SMOKE DETECTOR (ADDRESSABLE OH CEILING HEAT DETECTOR (ADDRESSABLE) 0 DUCT DETECTOR (ADDESSABLE) ❑R CONTROL RELAY (ADDRESSABLE) L^J�I ROOM HORN (ADDRESABLE) OF WALL STROBES (ADDRESSABLE) OE ELEVATOR WARNING LIGHT D TAMPER & FLOW SENSING SWITCH 0<1 MANUAL PULL STATION WITH HORN/STROBE/SPEAKER ELEVATOR SHUT—DOWN NOTES: O ELEVATOR SHUT -DOWN RELAY IN NEMA -1 ENCLOSURE WITH 120V. A.C. COIL AND ONE N.O. CONTACT RATED AT 1 AMP. (SQUARE "D" TYPE "C" RELAY # 8501C06V20 WITH 20 VA COIL DRAW OR LESS). CONNECT POWER TO ELEVATOR MAIN POWER SHUNT -TRIP THROUGH CONTACTS IN RELAY. O2 ELEVATOR MACHINE ROOM, HOISTWAY, AND PIT HEAT DETECTOR SHALL BE A 135 DEGREE F FIXED TEMPERATURE UNIT WITH ONE SET OF N.O. CONTACTS RATED FOR MIN. 1 AMP AT 120V. THESE CONTACTS SHALL CONTROL POWER TO THE COIL OF THE ELEVATOR SHUT -DOWN RELAY. DETECTOR SHALL BE LOCATED ADJACENT TO THE SPRINKLER O3 PROVIDE 50 VA CONTROL TRANSFORMER WITH FUSE BLOCK IN NEMA 1 ENCLOSUE. PRIMARY VOLTAGE TO MATCH ELEVATOR, 120V SECONDARY VOLTAGE, SIMILAR TO SQUIRE "D" # 907OTF50D1. PRIMARY FUSES AT . 5 AMP SECONDARY FUSES AT 1 AMP. GENERAL NOTES: 1. WIRING SHALL BE MIN. #12 COPPER WIRE IN 1/2" CONDUIT. ELEVATOR SHUT -DOWN RELAY O C CONTROL VOLTAGE TRANSFORMER O H ELEVATOR N F CIRCUIT 29 VA F_ BREAKER WITH DRAW �� � SHUNT -TRIP ON LINE SIDE OF ELEV. DISCONNECT. ELEVATOR FEEDER •' A1C Elys'• No. 4359,,,--- s= 7p STATE ' ORI .• �� • J,Atf`� NAL E�s : ll Iii 0 REVISION SCHEDULE # DESCRIPTION LDATE PERMIT SET 05-24-18 DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET E.8a NOTIFY NOTIFY ACTIVATE RECALL SHUT DOWN CENTRAL ST. CENTRAL ST. INPUT DEVICE HORN/STROBES ELEVATOR AIR HANDLER ALARM SUPERVISORY X ANY PULL STATION X X X ANY SMOKE DETECTOR X X X X FLOW SWITCH X X X X TAMPER SWITCH X X DUCT DETECTOR X X X FIRE ALARM RISER DIAGRAM ELEVATOR SHUT -DOWN DIAGRAM H HOISTWAY HEAT DETECTOR O H ELEV. PIT DETECTOR O2 H MACHINE ROOM HEAT DETECTOR O FACP FIRE ALARM CONTROL PANEL ( ADDRESSABLE) FAAP FIRE ALARM ANNUNCIATOR PANEL (ADDRESSABLE) MANUAL PULL STATION (ADDRESSABLE) IJv HORN/STROBE/SPEAKER (ADDRESSABLE) OS CEILING SMOKE DETECTOR (ADDRESSABLE OH CEILING HEAT DETECTOR (ADDRESSABLE) 0 DUCT DETECTOR (ADDESSABLE) ❑R CONTROL RELAY (ADDRESSABLE) L^J�I ROOM HORN (ADDRESABLE) OF WALL STROBES (ADDRESSABLE) OE ELEVATOR WARNING LIGHT D TAMPER & FLOW SENSING SWITCH 0<1 MANUAL PULL STATION WITH HORN/STROBE/SPEAKER ELEVATOR SHUT—DOWN NOTES: O ELEVATOR SHUT -DOWN RELAY IN NEMA -1 ENCLOSURE WITH 120V. A.C. COIL AND ONE N.O. CONTACT RATED AT 1 AMP. (SQUARE "D" TYPE "C" RELAY # 8501C06V20 WITH 20 VA COIL DRAW OR LESS). CONNECT POWER TO ELEVATOR MAIN POWER SHUNT -TRIP THROUGH CONTACTS IN RELAY. O2 ELEVATOR MACHINE ROOM, HOISTWAY, AND PIT HEAT DETECTOR SHALL BE A 135 DEGREE F FIXED TEMPERATURE UNIT WITH ONE SET OF N.O. CONTACTS RATED FOR MIN. 1 AMP AT 120V. THESE CONTACTS SHALL CONTROL POWER TO THE COIL OF THE ELEVATOR SHUT -DOWN RELAY. DETECTOR SHALL BE LOCATED ADJACENT TO THE SPRINKLER O3 PROVIDE 50 VA CONTROL TRANSFORMER WITH FUSE BLOCK IN NEMA 1 ENCLOSUE. PRIMARY VOLTAGE TO MATCH ELEVATOR, 120V SECONDARY VOLTAGE, SIMILAR TO SQUIRE "D" # 907OTF50D1. PRIMARY FUSES AT . 5 AMP SECONDARY FUSES AT 1 AMP. GENERAL NOTES: 1. WIRING SHALL BE MIN. #12 COPPER WIRE IN 1/2" CONDUIT. ELEVATOR SHUT -DOWN RELAY O C CONTROL VOLTAGE TRANSFORMER O H ELEVATOR N F CIRCUIT 29 VA F_ BREAKER WITH DRAW �� � SHUNT -TRIP ON LINE SIDE OF ELEV. DISCONNECT. ELEVATOR FEEDER •' A1C Elys'• No. 4359,,,--- s= 7p STATE ' ORI .• �� • J,Atf`� NAL E�s : ll Iii 0 REVISION SCHEDULE # DESCRIPTION LDATE PERMIT SET 05-24-18 DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET E.8a LIGHTING CONTROL DIAGRAM 1/2" CONDUIT WITH #12 CONDUCTOR TO OVERRIDE TIMER (1/2 - 4 HOURS) AT ENTRY POINT. ADD FD34H TIMER. TYPICAL PANEL 20A,2P N TYP. 20A,1 P TYP. 1/2" CONDUIT WITH PULL STRING TO ALARM CONTROL PANEL WHEN AVAILABLE (2) ASTRONOMICAL TIME SWITCH TC -1 RESERVE POWER FEATURE NEMA 3R ENCLOSURE AND CLOCK MOTOR OF VOLTAGE COMPATIBLE WITH CONTROL CIRCUIT. CONTACTOR C-1 LOCATED IN NEMA 3R ENCLOSURE. SQ -D SIG SERIES WITH CONTROL RELAY TO SITE LIGHTS SPARE SPARE SPARE TO BUILDING LIGHTS LIGHTING CONTROLLER EXTERIOR AND INTERRIOR N.O. 20A. 120/277V. CONTACTS, 120/277V COIL NEMA 1 ENCLOSURE NOTE: CONTROL DEVICE TO BE INSTALL THAT AUTOMATICALLY TURNS LIGHTING OFF WITHIN 30 MINUTES OF ALL OCCUPANTS LEAVING THE SPACE, EXCEPT SPACES WITH MULTISCENE CONTROL IN CLASS ROOMS, CONFERENCE ROOMS, AND EMPLOYEE LUNCH/BREAK ROOMS. EMERGENCY BALLAST DETAILS TEST SWITCH H AC BALLAST EMERGENCY BALLAST z I N RED INDICATOR LIGHT wAi i CWITrru LIGHTING CONTROL DETAILS EQUIPMENT LEGEND Q1 SWITCHING AND 0-10V DIMMING PACK MODEL #: nPP16 D Q2 OCCPANCY/VACANCY SENSOR MODEL #: nCM PDT 10 Q3 OCCUPANCY/VACANCY SENSOR AND PHOTOCELL COMBO MODEL #: nCM PDT 10 ADCX Q4 DIMMER/OCCUPANCY/VACANCY WALL SWITCH COMBINATION UNIT MODEL #: WSX D Q5 ON/OFF RAISE/LOWER DIMMER OVERRIDE SWITCH MODEL #: Npodm DX © OCCUPANCY SENSOR MODEL #: nCM PDT 10 Q7 ON/OFF RAISE/LOWE 2 ZONES DIMMER OVERRIDE SWITCH MODEL #: Npodm 2P DX ® DIMMER/VACANCY DIMMING PACK MODEL #: NPP16 D SA 0 ON/OFF RAISE/LOWER 4 ZONES DIMMER OVERRIDE SWITCH MODEL J: NPODM 4P DX 10 DAYLIGHT HARVESTING PHOTOCELL MODEL #: nCM ADCX RJB 11 PLUG LOAD CONTROL POWER PACK MODEL #: nPP20 PL 0 20 AMP 120V SWITCH DUPLEX RECEPTACLE. PROVIDE LABEL ON THE COVER. Q CAT -5e SPLITTER WIRE LEGEND —�A — CAT 5 (LAIN VMTMO aZI(KWADI =20" LIGHTING CONTROL NOTES: • RISERS DIAGRAMS ARE TO SHOW DESIGN INTENT FOR STANDALONE AND NETWORK AREAS. • TIME CLOCK CONTROL NOT INCLUDED. • DIMMING INCLUDED IN ALL AREAS AND ALL DIMMING IS 0-1 OV. • ALL DAYLIGHT SENSORS MUST BE PHOTOCELL AND OCCUPANCY SENSOR COMBINATION UNITS. • SENSORS AND POWER PACKS MUST OPERATE IN VACANCY MODE OR OCCUPANCY MODE OF OPERATION • REFER TO FLOOR PLANS FOR QUANTITIES OF CONTROL DEVICES SUCH AS • OCCUPANCY SENSORS, PHOTOCELLS, AND DIMMER SWITCHES. • QUANTITIES OF DIMMING POWER PACKS AND UL924 DIMMING POWER PACKS REQUIRED PER SWITCH LEGS AND ZONES. • ROOM LOCATIONS LISTED BELOW INDICATE GENERAL DESIGN INTENT BUT ARE NOT LIMITED TO JUST THOSE SPECIFIC ROOMS. ® ® 0 LIGHTING CONTROL AND WIRING DETAIL SCALE: NONE CONFERENCE ROOM TO FROM LIGHTING CONTROL AND WIRING DETAIL SCALE: NONE SMALL OFFICES WITH DAYLIGHTING AND OCCUPANCY/VACANCY SENSORS AND DIMMING CONTROL 0 G F] F77e LTO FROM LIGHTING CONTROL AND WIRING DETAIL SCALE: NONE INDIVIDUAL OFFICES WITH NO DAYLIGHTING NOTE. SPACE BY DEFAULT SHALL BE ON VACANCY MODE. n � � I I\VOI LIGHTING CONTROL AND WIRING DETAIL SCALE: NONE BREAKROOM, RESTROOMS AND MAILROOM WITH OCCUPANCY/VACANCY SENSORS AND DIMMING CONTROL LIGHTING FIXTURE SCHEDULE TYPE DESCRIPTION IVANUFACTURER/MODEL # VOLTS LAMPSIFIX 6" ROUND LE) CEILING LIGHT OHYANW LIGHTS 120 13W/ 3000K LED G9 OLDK06R-15W J Q 6" RECESSED 1200 LUNEN LED DOMLIGHT WITH COOPER -HALO CON URCIAL 119 23W 11200 LUMEN LED C2 CLEAR LOW IRIDESCENT REFLECTOR VVET LOCATION #RD612ED010-PDW835-61VC Q m0 6" ROUND LED CEILING LIGHT WITH FIRE RATED OHYAMA LIGHTS 120 13W 13000K LED C3 JUNCTION SOX OLDKO6R-15W W L 4" STRIP LIGHT COOPER-NIETALUX 120 5OW 15000 LUMEN LED E #4SNLED-LD1-50-UNV-L835-GD1-U �00 w W V $.l STRIP LIGHT COOPER METALUIX 120 5OW! 5000 LUMEN LED E7 #8SNLED-LD1-50-UNI-L835-CD1-U U z 0 J STAIRWELL WALL LIGHT WTIH EM COOPER: 120 (2) 32W T8173W S -; O W SL24 OUTSIDE WALL MOUNT COOPER-LUMARK UNV 5OW 14300 LUMEN F 2 FULL CUTOFF FIXTURE XTOR5A z Z 0 SURFACE MOUNT V\ ALL LIGHT - ELEVATOR SHAFT BY OWNER 120 50W F3 EXIT SIGN W1 BATTERY BACK-UP COOPER SURE LITES UNV LED X APX7R (INCLUDED) EMERGENCY LIGHTS COOPER LIGHTING- SURE LITES UNV LED EM W/ BATTERY BACK-UP LEM SELF POWERED, COMBINATION COOPER SURE LITES UNV LED R EXIT SIGNIEMERGENCY LIGHT APCH7R (INCLUDED) LIGHTING FIXTURE SCHEDULE GENERAL NOTES: (1) PROVIDDEALL FLUORESCENT LIGHTING F€XTURES VMTTH ELECTRONIC BALLASTS AND78- LAMPS_ CONTRACTORSHALL UTILIZE 2, 3, OR 4 LAMP BALLASTS V%iEREVER POSSIBLE FOR MASTER/SLAVE OPERATION WHILE MAINTAINING SVVITCHING ARRANGEMENTS INDICATED ON DRAVVINGS. (2) CONTRACTOR SHALL CAREFULLY COORDDINATE THE LIGHTING FIXTURETRIM TYPES WITH THE TY FE OF CEILING WHERE THE LIGHTING FIXTURES ARE TO BE INSTALLED. MODIFY FIXTURE CATALOG NUMBER AS REQUIRED TO COORDINATE FIXTURE WITH CEILING. (3) WHEN FIXTURE MCUEL NUMBER DIFFERS FROM FIXTURE DESCR[PTION, THEN FIXTURE DESCRIPTION SHALL GOVERN. (4) REFER TO SPEGFICATIONS FOR ADDITIONAL REQUIREMENTS ON LWIVARIES INCLUDING BALLASTS, LAMPS, ETC. "FACE# AS INDICATED ON DRAWINGS. I lxwml LIGHTING CONTROL AND WIRING DETAIL SCALE: NONE CORRIDORS AND HALLWAYS DIMMING POWER PACK DIMMING POWER PACK FOR FOR Q NON DAYLIGHT ZONE DAYLIGHT ZONE Q 03 ■ 0 A (DA 8 A 0 A A A I 1 A 1 -j G C C C B B C B B TO TO FROM FROM LIGHTING CONTROL AND WIRING DETAIL X SCALE: NONE OPEN OFFICE SPACES, LOBBY AND RECEPTION WITH E-00 OCCUPANCY/VACANCY SENSORS, DAYLIGHT ZONES AND DIMMING �tt11��� CONTROL `OgN FAR4���eo� `�� • ••,...•.,•••• '~ N0. 3589 rop 0IV Rt N ���Illiltltt� REVISION SCHEDULE # DESCRIPTION rDATE PERMIT SET 05-24-18 Q 0 W � O LCL a CY C0 Z Z W 3: m O Wa J p a a0 WLL LL 0 0 z CD W LL = O C� F_ J V DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET E,9 N lf) N N Co Co Qu- < o Z J Q � g~ Q a � � a N 00 Q m0 j V 5 W L LL mj g �00 w W V C?0 <Io o U D om U z 0 J OOJ -; O W J Qw !f^^ Cf) / z Z 0 Co Q 0 W � O LCL a CY C0 Z Z W 3: m O Wa J p a a0 WLL LL 0 0 z CD W LL = O C� F_ J V DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET E,9 ELECTRICAL GENERAL PROVISION PART 1 - GENERAL A. GENERAL CONDITIONS AND REQUIREMENTS: This work is subject to the General Conditions and the Gen al Requirements bund therein. The following codes and regulations (latest version) shall govem the extent and installation of electrical work unless more stringent requirements are shown on the drawings or specified herein: a) 2014 N.E.C. F.B.C. 6th Edition -2017, FLORIDA FIRE PREVENTION CODE(5th EDITIONS) b National Fire Protection Associ ti Sta rs lndards (NEPA 72, 2016 EDITION) c Underwriters Laboratories, Inc FUL National Electrical Manufactureotion (NEMA) e Applicble Local and State Building Codes B. SCOPE 1. The work of this division consists of furnishing all plant labor, equipment, supervision. plian materials and performing all operations required to complete all items of work in accordance with thea specifications, applicable drawings and all other applicable portions of the complete contract documents. 2. The work provided under this Division shall include all labor, materials. permits, inspections and re -inspection fess, tools. equipmen transportation. ineuron temporary protection, temporary I ting. supervision and incidental items essential for p er installa on and operation even though not speciflcall mentioned or indicated but which aro usually rovided or are essential Tor proper installation and doperatenon of all electrical systems as indicated in the contract C. SUBSTITUTIONS/APPROVED EQUAL 1. Provide only. UL labeled products (where applicable) of types indicated. All materials shall be new and in perfect condition. Notwithstanding any reference in these drawinqs to any article, device, product. material. form or type of construction by name, make or catalog number, such references shall be interpreted as establishing a standard of quality and shall not be construed as limiting condition. The contractor in such cases may at his option use any arttdq device. roduct. mat al, form or type of construction which in the judgment ofPthe Architect gineer. expressed in writing. is equal to that specified. 2. Cost savings shall be forwarded to the owner. D. FEES, PERMITS AND REGULATIONS. 1. Conform to all governing codes, ordinances or regulations of city. county, and state having juftadiction. Where local codes are not applicable, conform to National Electric Coda latest revision. 2. Bid work to conform to code at no additional expense to Owner. E CONTRACTOR'S RESPONSIBILITIES: 1. Coordinate work with other trades, power and telephone componies. 2. Coordinate work schedule and material delivery. 3. Provide a competent superintendent in charge of work at all time. Replace superintendent not deemed competent by Architect. Do not withdraw or change superintendent without prior approval of Architect. 4. Provide qualified mechanics. Install materials and equipment in neat. workmanlike manner. Remove and replace any material or equipment. which Is improperly installed, or damaged in the opinion of the Architect, at controctorYs expense. 5. Examine work of others. Notify Architect immediately in writing if any condition exists which will prevent satisfactory installation of materials or equipment. Starting of work without notification indicates acceptance and subsequent changes required will be at contractors expense. 6. The integrity of Fire -rated partitions shall be maintained around penetrating electrical elements Fire -rated sealant sleeves, escutcheons and similar units shall be provided where required y referenced codes and authorities having jurisdiction. F. INTERPRETATION OF DRAWINGS 1. The Drawings are diagrammatic and are not Intended to show exact locations of conduit runs. outlet bxa% junction boxes, pull boxes, etc. The locations of equipment. atancea. fixtures, conduit. outlets, boxes and similar devices shown on P�a Drawings aro approximate only. Exact locations shall be as accepted by the Engineer durinconstruction. Obtain in the field all Information relevant to the placing of9electrical work and in can of interference with other work, proceed as directed by the Engineer and provide all labor and materials necessary to complete the work in an acceptable manner. 2. Notify Architect/Engineer of any disorepancies found during construction of the project and do not proceed with that portion of the project# until a written definitive statement is received providing dear direction. I a conflict exists between the contract documents and any applicable code or standard. the most stringent requirement shall be included for this project. The Engineer shall make the decision regarding questionable areas of conflict. 3. Compare all drawings and verify figures before laying out work and "be meponsble for any errors which might have been avoided thereby. Special notice shall be taken of codeuired electrical clearance and Architect shall be notified immediately of discrepancies. 4. When measurements are affected by conditions already established. contractor to take measurements notwithstanding giving scale or figure dimensions on drawings G. SERVICE AND METERING 1. Company. The utility company serving this project. which will be referred to as the Utility Company herein. 2. Service: Make all arrangements with the Utility Company for obtaining a complete service. Pay all charges and provide all labor and material for the service. Service shall be obtained at 120/ 208 or 277/480 volts from the Utility Companyy. Provide underground cables and conduits for incoming services from the utlity's pad mounted transformer to distribution equipment. Install meter socket, and provide CT cabinet and wiring. Contractor shall also include installation cost of utility requir-ed conduits from the utility pole to pad mounted transformer. 3. Fees: Contact the Utility Company to determine if any fees, charges or costs will be due the Company. as rTired for temporary power, permanent power, , Ins allaetiobnia hook-ups, etc. This fee, charge or cost shall be pric 4. Payment- Pay for all required licenses, fees and inspections Include all costs inmthe proposed construction cost submission. These costs shall include but not be limited to all -applicable taxes, permits, necessary notices, certificates and all costs required to obtain it. H. CUTTING AND PATCHING The electrical contractor shall coordinate all opening requirements with the general contractor. General contractor shall provide all openings and dose it. If General contractor is not property informed this division wli provide openings at his own expense. Cutting of steel. wood or other main structural parts must be approved by Architect prior to cutting. I. HANDLING OF MATERIALS AND EQUIPMENT 1. Receive. house, handle and deliver to proper location. materials and equipment. 2. Protect from damage. moisture. dirt, debris and work of other trades. Use of pa , cardboard, other flimsy material will not be permitted. Replace or refinish marked or damaged surfaces to satisfaction of Architect/Engineer. J. CLEAN UP 1. Keep promises free from accumulations of waste material or rubbish. a. Leave remises and work in dean, orderly condition acceptable to Architect/Engineer. b. Clean all materials and equipment of dirt. dust paint, spots. stains, sol marks, etc. Any material in less that new condition will be replaced at ControctorYs expense. K. LABELS 1. Provide for all equipment. a arotus, disconnect and remote control switches, etc., raid, laminated. phonemic labels, black with white lettere self adhesive bads. Tape labels or adhesive not permitted. 2. Slecific equipment (1.e. Electrical panels and eeqquipment) shall be idonti ed with one inch high. 3 -inches long. 1/16-indh thick label with 1/4 -inch letters. L AS BUILT DRAWINGS 1. D rinj pro g of work, keep one set of prints or jab showing any changes from orignbi pans. 2. Upon completion of work, furnish Architect/Engineer with deer set of legible and accurately marked prints indicating all changes from original plans, M. GUARANTEE AND SERVICE 1. Contractor and manufacturer to guarantee equipment for one (1) year after final acceptance 2. Contractor to grantee material and workmanship for one (1) year after final acceptance and lany defects without expense to Owner. Fumish service for one (117=r after acceptance. ce to include lubrication, deanng necessary adjustments and/or replacements, preventative maintenance. etc. 3. Light bulb replacement limited to 30 days. N. SUBMITTALS 1. Within five (5) days after award of contract the contractor shall order and schedule delivery of all materials anis equipment concemed with this mon of the work. Within ten 10 days after award of contract submit to Engineer, inqquadru Iiccte. a statement of confirmation listing equipment sup ITer. do a ordered and delivery date. Where choke of manufacturer is given to the contractor, list the one ordered. The following Items must be included in submittal letter. Panel% switchboard. disconnects, starters, wire, conduit. electric metallic tubing, outlet boxe% devices, plate% plastic name plate% special purpose equipment and 2. Shop drawings to be submitted no later than forty -flue 45) days after award of Contract and prior to Installation of materia( requi ng approval. Shop drawings are to be submitted complete throu h the general contractor at one time. Intermittent or incomplete submitt�a will not be considered. Material or equipment requiring shops drawings approval is not to be installed on pro/Le�ct until approved shop drawings have b� rotumed by the Architect gineer. 0. INSPECTIONS 1. During the progress of the work, the Engineer. or Owners Representative. ol will make servations at the site to determine conformation of wag with plans, specifications and intent thereof. Deficiencies, violations and incorrect workmanship or materials and equipment and corrective action therefore will be brought to the attention of the contractor. for his immediate remedial action. P. INTERRUPTION OF EXISTING SERVICE 1. 48 hours advance notice is required for outages on feeder and branch circuit considered vital to operation by Owner. Contractor shall request such outage, with anticipated duration thereof, in writing from Owner and shall obtain Owners permission therefore. Q. SAMPLES Of for installation on est ctorw with all shipping delivered to location designated by Architect gtneer. Identify sample with shipping tog, wired n place, containing the following information: a. Name of Pro b. Name of Con ctor. c. Specification section number covering sample. d. Manufacturers name and catalog number. e. Date submitted. 3. Sampler shall remain the possession of Contractor except as follows: a. Approved samples, without physical damage. may be installed on the project. b. Samples not called for wijhin 14 days after notification will be disposed of by the Arohitect/Engineer. R. SPARE PARTS AND TOOLS 1. Fumish to the Owner. and obtain receipt for It. the following: a. One set of fuses for each size and types installed on project, including relays for magnetic starters. b. Two keys each for panel locks, weatherproof outlets, padlocks. terminal cabinets. etc. c. Special tools for fixtures, panelfire alarm system, tamperproof screws. etc. All items to be identll ed. S. FINAL INSPECTION AND TESTS 1. As precedent to final inspection and acceptance the Contractor shall: a. Have all previously listed defects corrected. b. Complete all work C. Tort all systems and have data on such tort d. Have all directories, labels and instructions e. Complied with applicable paragraphs of this section. 2. Fumish adequate mechanics and personnel to operate systems. make adjustm ts, and assist with flnal inspection as directed by Architect%Enginsor. ELECTRICAL WORK PART 1 - PRODUCTS A Conduit: Conduit shall be provided as follow, unless otherwise noted: Electrical Metallic Tubing (EMT): provide in stud and hollow masonry walls, above syspended and furred (siting. and exposed in dry locations Maximum ID shall be 2 . All fitting shall be steel compression type. Rigid conduit and electric metallic tubing as manu red by one of -the following or approved equal : a) ARMCO. b) Republic SteelTriangle Conduit and Wire company. d) K. Peer Company. e) Steel City. f} eatland Tube. Flexible Metal Conduit: ProvidQ for connections from Jur�cti box to light fixture in accessible celings. (Maxim m run length of I 0 apd 11 termination to equipment subject to vibratton. Maximum run len 0 4 0 . All fittings shall be Appleton AST series or approved equal. LIqu d -tight ah be used in damp or wet locations and for equipment containing liquids. All fittings shall be O.Z. Gedney AKC series or approved equal. Plastic conduit ap manufactured by one of nine following a. Carlon Plastic Products Corp. b1 Cantex Plastic Products c) Hatfield Wire and Cable Company. A nylon pull wire shall be installed in all empty conduits Identify intended use at both ends B. COUPLINGS AND CONNECTORS: 1. Coupl ngs and connector manufactu by on of the following (or approved equal): o� 7lppleton Electric Company, b)RACO c), Steel City C. OUTLET BODS: 1. Galvanized. stamped steel, 4-inchesuare by 1-1/2 inches deep minimum size for wall outlets. manu ctured by arAppleton Electric Company, b) RACE All Steel Equipment, c) Steal City 2. Floor Boxes: Hubbell #13-2536 with S-3182 brass carpet flange and S-3925 flap type cover for duplex receptacle. D. PANELBOARDS: 1. Square -D, General Electric or Siemens E WIRE: 1 Wire for this project as manufactured by are of the lowing, a Anaconda, b General Cable Cornpany. c) Hatfield Wire and Cable, d) Reynolds etal Company. a Simplex Wire and Cable, f) Triangle Conduit and Wire Company or PP equal F. WIRING DEVICES: 1. Single or Three way Digital Switch shall be raise/lower switches with local control of lighting zone. Switch ayy be programmed to control any relay, dimmer or panel. 2. Receptacle. Dup ex FHubbell #,552 Arrow Hart #5262). 3. Receptad GFl Arrow Hart GF524 -1 with 4501 cover. Hubbell GF5262-1 with WP -26 coverg G. SURGE PROTECTION DEVICE: 1. Advanced Protection, Tech. 'TE/XGA Series - 2. Currant Technology T� Series 3. Innovative Techn ogy� PTX Serie$ 4. Square D Surgel�gid EMA Series 5. General Electric -Tronquell Series PART 2 B EXECUTION GROUNDING 1. Provide equipment ground system in accordance with National Electric Code Article 250. a. All branch circuit raceway contain minimum one no. 12 AWG. type TW, green coded ground wire. b. Ground conductor for panel feeder and branch circuits with over current protection rated more then 20 amperes size. c. All flxtures, receptacles, switches bonded to grounding system. d. Green cod ground continuous from service entrance and in addition to neutral (1 Neutral not used as ground for equipment. E uI " ground bonded to neutral at main service entrance only. (2 Green coded ground conductors terminated under equipment ground bar of RACEWAYS: 1. Provide all raceways for all systems. Raceway locations shown are diagrammatic, unless specifically noted, and ggov�ern obstructions. Exposed raceways run in neat manner acceptable to Architect. Raceways supported using conduit damps support or hold raceways in place. a. Raceways imbedded in earth. in concrete, in damp or wet locations hot dipped QQalvanized rigid heavy wall, threaded non-metallic, high impact direct burial type Ir, PVC, where ppermitted by codes. b. Raceways in wall or furred calling to be electric metallic tubing c. Rigid steel conduit used for exposed exterior raceways. 2. Raceways reamed smooth after cutting and/or threading. 3. Rigid steel, threaded conduits and Schedule 40 PVC to have double locknuts and 0.Tvoe B bushina. { . ectric metallic tubing coupling and connectors machined steel, set screw yP 5. Connections to motors and vibratingequipment made with sufficient flexible conduit so vibration is not transmitted o a. Use flexible non-metallic, liquid -tight conduit. UL approved. for motor conneatons. b. Flexible conduit not used for fixture connections. except recessed or lay -in type fixtur c. Minimum size 1 inch. 6. Minimum 24' radius elbows and conduits to be used when rising from below floor on surface of walls except for low voltage raceways 7. Low voltage raceways (systems operating at 70 volts or below) Type 4 Polyvinyl chloride. UL formula non-metallic a. Low voltage raceways to have bushing at all terminals. b. Nylon pull cord, 5W pound test minimum, left in all raceways. in which conductors aro not installed. OUTLET BOXES: 1. Except as noted otherwise, all oytiets located as follows: (measured from finished floor level to bottom of box): bSwitches 5�w to operable part. t -----------1 c. Wal�elephones-------- 48' 2. Provide required outlets, switch. pull and junction boxes of suitable t e for mounting incl cued. Boxes sholl be galvanized steel. not lose then 4" square and 'I-1 2 deep unless otherwisi indk:ated. Boxes shall be assure to structure independent of conduit supports. Plaster rings shall be provided for recessed units. 3. Contractor shall coordinate locations of units indicated on electrical drawings with actual locations established by architect or Mechanical contractor for clarification before preceding with installation PANELBOARDS (SHOP DRAWINGS REQUIRED): 1. Branch circuit panel boards circuit breaker type with bolt -on breakers dead front, locking door. flush lock master keyed. 2. Breakers dearly numbered. Where spaces are called for. provide hardware required for future installation of breakers. Bus and hard ware braced for interrupting Capacity of largest breaker in panel; interrupting rating as shown on drawings. 3. Provide type circuit directory under transparent shield. on inside of cover of eachpanel -board. Directory to accurately list circuit number, location, type of outlets indicate controlled and connected load on circuit 4. Provide laminated, rigid plastic label below directory worded as follows: Ir stalled by ams of tine contractor) (year) 5. Provide each panel board with green coded ound bar, not connected to neutral, for green equipment ground wires. Back or to have minimum capacity of T1 terminal with adderiens box lugs for wire size f12 minimum to #4 maximum. Locate bar adjacent to neutral bar. bolt or weld to panel can. 6. Provide plastic label listing panel designation, voltage and phase on inside of panel cover above directory. E DISCONNECT SWITCHES (SHOP DRAWINGS REQUIRED): 1. Provide disconnect switches, fused and non-fused as required by codes a. Switches NENA rated duty. Fed. Spec. W -S -865C b. Rated 240 volts for 208 Vdt system, and 600 volts for 480 volt system. 2. Each motor, remote from panel location to have non-fused disconnect switch or breaker within sight of motor location. Scafety switches some manufacturer as branch circuit ponelboards Exterior switch NEMA 3R. F. BRANCH CIRCUIT WIRING: 1. Conductors to be copper. No wire smaller than Number # 12 AWG any branch circuit 2. Conductor insulation. unless otherwise noted, Type THHN. insulation coded as follows: 120/208 Volt System: I Phase A. black Phase B. rod 3 Neutral. white 4 Neutral. white 5 Travelers, purple 6 Ground. green 277/480 volt system Iphase A. Yellow 2 Phase B. orange 3 Phase C. brown 4 Neutral. gray 5 Travelers, 3 way. pink 6 Ground. green 3. Same color Insulation for particular phase or part of circuit run with some color throughout job. Color code integral part of insulation. Painted or taped conductors not accepted except as follows: a. Wt sized no. 1 and larger may be color coded by wrapping with 3m tape (No. 35) for entire length at exposed area in gutters, panel cans, switchboards. or wireways. 4. Splices or joints in conductors mechanically and electrically sound, made in outlet boxes only except ballast connection. All joint made using type Y. G. R. B ;;Ac; -lock connectors only. a. At each outlet loop of wire 8 -inches long left for connection to device. b. Fluorescent fixture wiring to confirm to National Electric Code. Article 410-24; use THHN insulation. 5. Outlets connected as indicated on plans, altering circuits not permitted without written approval of Engineer. 6. All branch circuit and feeder raceways contain green coded. TW, ground wire in addition to other conductors G. WIRING DEVICES (SHOP DRAWINGS REQUIRED): 1. Provide all wiring devices indicated on plans. Color of device selected by Architect at time of Submittal. H. DEVICE PLATES (SHOP DRAWINGS REQUIRED): 1. Wiring devices to have plastic type plate as required by device. Color by Architect Outlet without devices, except telephone, to have blank plate. Plates hold In place by oval head. stainless steel screws, matching plate by color. FIXTURES (SHOP DRAWINGS REQUIRED): 1. Provide fixtures as listed on fixture schedule. completely wired and tamped where designated on drawings Correlate support and mounting method with all subcontractors involved with surrounding surface. a. Fixture support bolted or welded to supporting surface. 2. Florescent fixture ballast CBM certified, sound rating A with automatic thermal reset. Jefferson. Advance. Sola or approved equal energy soving type. J. Lamps: Provide new lamps In accordance with the following: a. Fluorescent: 3500K/T8 of T5/Octron b. Incandescent: Inside frosted with a minimum rating of 130 volts unless otherwise indicated. c. Low voltage MR -16 medium spot K. EXIT LIGHTS (SHOP DRAWINGS REQUIRED): Provide exit light units where indicated on drawings and in accordance with all local code requirement including fire department. L POWER AND CONTROL WIRING TO EQUIPMENT: 1. Provide all electrical power connections to equipment indicated on plans unless otherwise directed. a. Provide all conduits and wiring from panel to motor terminal. b. Provide all disconnects required and make all power connections in these circuits 2. Control equipment, motor starters, relays, line voltage controls transformer, low voltage controls and devices nece 0 for the operation of heating, air conditioningg,. vent>lation aid plumbing system fumished and set in place by respective subcontractor. 3. All control wiring under Division 15 of specifications. M. MOTOR STARTER 1. All motors shall be fumished and installed by mechanical and connected by electrical contractor. Electrical contractor shall provide all motors starter not fumished with equipment. N. TELEPHONE SYSTEM: 1. Provide all raceways, pull boxe% outlets and terminal boards required for system shown. a. Terminate raceways in manner suitable to Telephone Company, in locations shown b. Coordinate entire system with Telephone Company prior to installation c. Grounding as indicated and/or directed by local Telephone Company d. All telephone system, including equipment. switches, and wiring to be provided by owner/representative. 1. CONCRETE WORK REQUIRED FOR THE INSTALLATION OR CONSTRUCTION OF ANY OF THE ELECTRICAL WORK SPECIFIED HEREIN SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE SECTIONS OF THE SPECIFICATIONS. 2. CONDUITS RUN EXPOSED AND VULNERABLE TO MECHANICAL INJURY SHALL BE RIGID, HEAVY -WALL, GALVANIZED STEEL OR ALUMINUM. ALUMINUM CONDUITS MAY NOT BE USED BELOW GRADE OR EMBEDDED IN CONCRETE 3. CONDUITS RUN EXPOSED OUTSIDE OR IN FLOOR SLABS SHALL BE RIGID, HEAVY -WALL. GALVANIZED OR SHERARDIZED STEEL OR SCHEDULE 80 PVC. 4. CONDUITS RUN BELOW GRADE. EXTERIOR TO THE BUILDING SHALL BE SCHEDULE 40 HEAVY -WALL, HIGH IMPACT POLYVINYL CHLORIDE ELECTRICAL CONDUIT. 5. OUTLET BOXES AND COVERS SHALL BE GALVANIZED OR SHERARDIZED, ONE-PIECE PRESSED STEEL. KNOCKOUT TYPE, AND OF AN APPROVED MAKE 6. OUTLET BOXES SHALL BE EQUIPPED WITH PLASTER RING, EXTENSION RINGS OR FIXTURE STUDS AS MAY BE REQUIRED. DO NOT INSTALL BOXES BACK TO BACK. 7. BOXES EXPOSED TO RAIN OR OTHER MOISTURE SHALL BE CROUSE -HINDS TYPE FS, FD CONDULET BOXES WITH APPROPRIATE INUSE COVERS AND GASKETS. 8. DUPLEX 20 AMP CONVENIENCE RECEPTACLES (COLOR AS SELECTED BY ARCHITECT.) 120 VOLT GROUNDING TYPE. SHALL HAVE TWO CURRENT -CARRYING CONTACTS AND ONE GROUNDING CONTACT WHICH IS INTENTIONALLY CONNECTED TO THE FRAME (ONLY Pd:S OR HUBBELL #5242 OR LEVITON #.5014 ARE APPROVED) 9. GROUND FAULT RECEPTACLE SHALL BE DUPLEX TYPE 10. WEATHERPROOF DEVICES: ALL RECEPTACLES. SWITCHES AND JUNCTION BOXES ON THE EXTERIOR OF THE BUILDING, ON THE ROOF, OR IN LANDSCAPED AREAS SHALL HAVE A WEATHERPROOF LIFT COVER PLATE 11. FURNISH alk INSTALL CONDUCTORS OF THE SIZE AND TYPE SHOWN ON THIS DRAWING. ALL CONDUCTORS SHALL BE COPPER. TYPE THHN AND RATED AT 600 VOLTS. ALL SIZES ARE THE MINIMUM ACCEPTABLE TO SATISFY AMPACITY REQUIREMENT. CONSIDERATION SHALL BE GIVEN TO VOLTAGE DROP AND INSULATION SCCR WHERE NECESSARY. 20A CIRCUITS GREATER THEN 75 FT IN LENGTH SHALL BE f110 AWG MINIMUM 20A CIRCUITS GREATER THAN 130 FT IN LENGTH SHALL. BE 08 AWG MINIMUM, CHANGE TO j112 AT J -BOX AHEAD OF FIRST RECEPTACLE. 12. CONTRACTOR IS RESPONSIBLE TO IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO START OF EXCAVATION. THE ENGINEER'S DRAWING SHALL ONLY BE USED AS A GUIDE, BASED ON EXISTING INFORMATION THAT WAS AVAILABLE THE CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY LOCATION OF ALL CONDUITS. 13. THE CONTRACTOR IS RESPONSIBLE TO VERIFY THE FIXTURE CATALOG NUMBERS TO ENSURE COMPLIANCE WITH THE OTHER FACILITIES. IF THERE IS ANY DISCREPANCY. OR THE EXISTING MATERIAL IS NO LONGER AVAILABLE, THEN CONTRACTOR SHALL SPECIFY THAT IN HIS BID AND SUBMIT AN EQUIVALENT SUBSTITUTE FOR APPROVAL BY THE OWNER. 14. CONNECT ALL EMERGENCY LIGHTING (E)aT LIGHTS) ON THE SAME CIRCUIT AS THE NORMAL LIGHTING IN THE AREA AHEAD OF ANY SWITCHES AND/OR COMPLY WITH NEC 700-12. 15. PROVIDE ALL EQUIPMENT, MATERIAL AND LABOR REQUIRED BY POWER COMPANY TO CONNECT THIS SERVICE TO THE UTILITY POINT OF CONNECTION. 16. PROVIDE #1/0 INSULATED COPPER GROUND WIRE FROM GROUND ROD TO BUILDING STEEL JOISTS (TYP. OF 2 LOCATIONS) CONCEAL GROUND WIRE ON PERIMETER WALL CLAMP GROUND WIRE TO STEEL JOIST WITH COMPRESSION TYPE CONNECTORS AND CLAMPS. BOND GROUND WIRE TO SERVICE ENTRANCE GROUND LOOP. 17. THE CONTRACTOR SHALL ASSUME UP TO 100' SETS OF SECONDARY CABLES AND CONDUITS TO BE INSTALLED TO THE UTILITY POINT OF CONNECTION. 18. USE OF "MC- STYLE CABLE SIZED #10 OR SMALLER IS PERMITTED IN BRANCH CIRCUITS WHERE PERMITTED BY LOCAL CODE. 19. EXISTING RACEWAY AND CABLING MAY BE REUSED PROVIDED THAT THEY MEET NEC AND THE PROJECT SPECIFICATIONS. 20 . ALL PANELS SHALL BE U.L LISTED AND OF THE SAME MANUFACTURER. PROVIDE SIZE AND TYPE AS INDICATED ON DRAWINGS. PANELS SHALL HAVE MINIMUM FULL SIZE NEUTRAL BUS AND 1/2 SIZE GROUND BUS. NOTE: OPERATING AND MAINTENANCE MANUALS WILL BE PROVIDED TO OWNER BY ELECTRICAL CONTRACTOR AS REQUIRED PER SECTiON C405.7.4.2 OF FBC 6th EDITION (2017) ENERGY CONSERVATION. ELECTRICAL SPECIFICATIONS SCALE: NONE ,t111111/l/,+, FIFA * r NO 43,5 S7,4 & = �`� :• l0 REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET Eel Luminaire Schedule Symbol I Qty Label lArrangement LLF Description jUnits I Avg I Max I Min I Av /Min I Max/Min 5 SA ISINGLE 0.912 XLCL-5-LED-HO-NW 1. \.� � Lp 1 SB I SINGLE 0.912 1XLCL-FT-LED-HO-NW :. ���� \ " ��\ .\ : '.. \\,,,:\,11.1.1 \ \ a;, ,W ." ,. \�\� ,\ `` :\\ ,,;. `' .; ::♦ ,: % : : 1, I. _.. g : : ,_. .. �, < �&. E .. . <. . : .SA . 3 IN :1" :.. MH: '25 :I . IN .. .�\, . _. :` SB � s \ . M H 25 \.11 ♦<,. 1 : 3 8 IN " - < .. 1. .... . _ . . 1. ,,., . ., ��: `\ .. 1. � 1. .,, :: . . ... . : "Xi ,: \ \. ; E \` ,. a SA _. I. 2 5 .. . 4 . .II 3 8 IN 1" �, _... _ :.. .... " .11 I.. ,, \i ....._. :::. :. .. _. \ . ,` . c .. _. .. \ . ,` .. ........... .:-- \ .. . :. ... : --%` ., ': i .: .. , .>fi .... ' .� . .. . . Y. : ::: :: ..._.. _. - — . \ i y: i :`::.:: , .y:: :::... : : : ., I . s MH> ; . 3 8 IN ;1" \, % \: . .:.. . \ \ „ . < ". , -.:. , � 1: . ,:. _ ,, .. \, ,. ,: \ ....: , ::::: . . . . , :. %I _ \ :::: `` , : -:.. \ : ,v : :% ti \ ,,. \ ., ..:: � . :.: :. 1, :. : .:: 3 IN ;1" 8 :::, ♦ ....... ,A ,' ` �„ . ..,> M� > 25 , `` R � i.... _ .., _. .. �. 1. I. \\- \ ;, a . .< 0 , ,. :: .. :.11. . : . - .1. 3 8 IN I. \ I _ ,.. ,: , . . .... _ .... :; _._.: 1 ♦: _. .. .. ; \ _ . . . 11 I . ...... ,; .. , 1: I r . .. _.: . _. . SA \:::; MH:,25 . 9 -% . , % ,. . : : I. ,,'0 I ,. \\ 4' \ 1\ \ \A ♦\�\.,........,.\�,.�v\\,a,,....,,..w.ti\\\., A, «...:...,,,�\`\'v`C,v `,\'v`'v\ ., �, .♦, .♦♦v,M�'v\av ..:..... .......\\\\\`\:♦\\\\\\\... \. ���Q\\������\ ...•....,\.\\\"c.\,v\', --\\ - \\ i\\.\\ .......... QQ\\......::., \\\;.,::33\\`..:•..... SITE LIGHTING PLAN SCALE 1/32" = 1'-0' SLA Luminaire Schedule Symbol I Qty Label lArrangement LLF Description jUnits I Avg I Max I Min I Av /Min I Max/Min 5 SA ISINGLE 0.912 XLCL-5-LED-HO-NW Fc 1 4.03 1 27.7 1 0.6 1 6.72 1 46.17 Lp 1 SB I SINGLE 0.912 1XLCL-FT-LED-HO-NW Calculation Summary Label jUnits I Avg I Max I Min I Av /Min I Max/Min CalcPts 1 Fc 1 4.03 1 27.7 1 0.6 1 6.72 1 46.17 S ITE LIGHTING NOTES • REFER TO ELECTRICAL DRAWINGS FOR POWER RUNS/CIRCUITRY do SLEEVE LOCATIONS. • STUB OUT SERVICE TO LANDSCAPE LIGHTS IN BROOKS BOX IN APPROX. TREE/PALM LOCATIONS PER PLAN. EXACT LANDSCAPE LIGHT FIXTURE LOCATION WILL BE FLAGGED IN FIELD BY LANDSCAPE ARCHITECT W/ ELECTRICAL CONTRACTOR AFTER TREES/PALMS ARE INSTALLED do BEFORE SHRUBS/GROUND COVER ARE INSTALLED. • LAYOUT/STAKE IN FIELD FOR APPROVAL BY OWNER. FIELD ADJUST STREET LIGHT FIXTURE IF UNDER TREE LIMS/CANOPY. • LIGHT POLES OR BOLLARDS TO BE A MIN. 6'-0" FROM EDGE OF CURB (ON ROAD WAYS. TYP.) • PROVIDE LIGHTING TIME CLOCK WITH CONTACTORS, BATTERY BACKUP do ASTRONOMICAL SETTINGS FOR NEW LIGHTING CIRCUITS. • ALL MATERIALS SHALL BE NEW, FREE FROM DEFECTS AND SHALL BE EITHER U.L LABELED, U.L LISTING OR THE SEAL OF A NATIONALLY RECOGNIZED ELECTRICAL TESTING LABORATORY. • ALL MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL APPLICABLE LOCAL AND STATE CODES. • FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS REQUIRED FOR A COMPLETE ELECTRICAL SYSTEM AS HEREINAFTER SPECIFIED AND SHOWN ON THE DWG'S AND SPECIFICATIONS, WHETHER OR NOT SPECIFICALLY SHOWN OR CALLED FOR. • CONTRACT BID PRICE TO INCLUDE THE FOREGOING AS WELL AS ALL FEES REQUIRED FOR PERMITS, INSPECTIONS AND ENGINEERS DWG'S / STAMP IF REQUIRED. • COORDINATE WITH OWNERS REPRESENTATIVE REGARDING ELECTRICAL SERVICE WITH POWER COMPANY. • PROVIDE SHOP DRAWINGS OF FIXTURES TO OWNER do ARCHITECT FOR APPROVAL CONTACTOR DETAIL ROOF MOUNTED PHOTO—ELECTRIC CONTROL UNIT WITH OUTLET BOX AND FACE PLATE. TORK CAT.# 2101, OR EQUIVALENT, FOR 240 OR 277 VOLT CONTROL CIRCUITS. ASTRONOMICAL TIME SWITCH TC -1 RESERVE POWER FEATURE NEMA 3R ENCLOSURE AND CLOCK MOTOR OF VOLTAGE COMPATIBLE WITH CONTROL CIRCUIT. C CONTACTOR C-1 LOCATED IN NEMA 3R ENCLOSURE. 2 AMP SQ—D SERIES WATH CONTROL RELAY FUSE PNL A. 1.3 CRK-1 3 # 8 COPPER WARE IN 1" CONDUIT PNL A. 9.11 11 CRK-2 3 # 8 COPPER WIRE IN 1" CONDUIT N I_ I I N NOTE: PROVIDE, INSTALL do CONNECT ADDITIONAL CONTACTS AND/OR CONTACTORS COMPLETE WITH ENCLOSURES AS REQUIRED PER THIS APPLICATION. PROVIDE MINIMUM OF 2 ADDITINAL/SPARE CONTACTS FOR FUTURE USE. 0 W 0 W REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET zS L , 1 PRECAST PULL BOX (HAND� PRECAST POLYMER CONCRETE RECESSED HOLD DOWN BROOKS PRODUCTS "PULL BO)" OR EQUAL 12' X 18' 2 TRAFFIC RATED COVER POLE MOUNTING DETAIL DIRECT BURIAL CONCRETE POLE 1 I W 1 WIN 1 VVI.V I%r%VIV%7 L-L�oWS (QUANTITY. ARRANGMENT AND SIZE PER DWG) 4' X 12' OVERSIZED HAND HOLE 2-3/8' CABLE C ACCESS HOLE 5' CEMENTIOUS EARTH BACKFILL - MIX ONE PART DRY PORTLAND CEMENT TO FIFTEEN PARTS CLEAN WASHED SAND. 3' TYP DIRECT BURIAL DETAIL TRENCH A r FINISHED { GRADE \ \ WARNING TAPE 120 : • . ;00.1 COMPACTED BACKFILL _ r LIMITS OF EXCAVATION W W i > j 2 1/0 AWG TINNED COPPER M m z COUNTERPOISE CONDUCTOR 0 C3 ,. EXOTHERMIC WELD TO GROUND ` RODS AT 100' (MAX.) INTERVALS 0 0 2". SEE NOTE A •• DIRECT BURIED CABLE OR CONDUIT PER PLANS r PROVIDE 7 1/2- (MIN.) CONDUIT SPACING 12" ; ' ' . CENTER TO CENTER, AND 2- (MIN.) VERTICAL AND HORIZONTAL CLEARANCE BETWEEN CONDUITS 2' NOTE: 01 "r. SEE "EARTHWORK do TRENCHING" 3" SPECIFICATION FOR EXCAVATION ` \\ AND BACKFILL 00, (TYP.) \ UNDISTURBED SOIL TRENCH GRADE LED AREA LIGHTS - LSI SLICE LARGE (XLCL) US patent D726,947 7,828,456 8,002,428 8,177,386 8,434,893 8,567,983 and US & Int'I. patents pending LIGHT OUTPUT - XLCL Lumens (Nominal) Watts Type 3 Type FT ;Type 5 FTA (Nominal) e1 SS 45,800 49,500 50,700 51,3300 435 HO 53,400 57,300 59,200:: 59,100 542 SS 45,600 48.600 I 49,600 50,400 4335 HO 52,800 56,300: 57,600 57300 542 LEG Chills are frequently updated therefore values mar increase SMARTTECTM - LSI drivers feature integral sensor which reduces drive current, when ambient temperatures exceed rated temperature. ENERGY SAVING CONTROL OPTION - DIM - 0-10 volt dimming enabled with controls by others. LEDS - Select high -brightness LEDs in Cool White (5000K), or Neutral White (4000K) color temperature, 70 CRI. DISTAIBUTIOWPERFORMANCE - Types 3, 5, FT, FT -L, FT R and FTA available. Type FTA available for single automotive front row design. FT -L and FT -R allow for D180 mounting configurations with factory set optics for applications such automotive front row. Exceptional uniformity creates bright environment at lower light levels. HOUSING - One-piece, die -formed aluminum housing contains factory prewired driver in a gasketed, weather -resistant wiring compartment. Hinged wiring access door (with safety lanyard) located underneath. Fixture is IP65 rated. OPTICAL UNIT - Clear tempered optical -grade flat glass lens permanently sealed to weather- tight aluminum optic frame (includes pressure -stabilizing breather). MOUNTING - Tapered rear design allows fixtures to be mounted in 90° and 1200 configurations. Use with 5" traditional drilling pattern. A round pole plate (RPP2) is required for mounting to round poles. Wall mount available by ordering wall mounting bracket (BKS-BO-WM-*-CLR). Mast Arm mounting available by ordering BKA-NM-MA-5- XLCL-CLR adaptor (for 2" pipe). See Accessories for all brackets. ELECTRICAL - Two-stage surge protection (including separate surge protection built into electronic driver) meets IEEE C62.41.2-2002, Location Category C. Available with universal voltage power supply 120-277VAC (50,60Hz input) and 347-480 VAC. Optional twistlock photocell receptacle is available. Photocell must be ordered separately. DRIVER - Available in SS (Super Saver) and HO (High Output) drive currents. Components are fully encased in potting material for moisture resistance. Driver complies with FCC standards. Driver and key electronic components can be easily accessed. OPERATING TEMPERATURE - -40°C to +50°C (-40°F to +122°F) FINISH - Fixtures are finished with LSI's DuraGrip° polyester powder coat finishing process. The DuraGrip finish withstands extreme weather changes without cracking or peeling. Available in black, bronze and white. Other standard LSI finishes available. Consult factory. WARRANTY - LSI LED fixtures carry a limited 5 -year warranty. PHOTOMETRICS - Please visit our web site at www.lsi-industries.com for detailed photometric data. SHIPPING WEIGHT (in carton) - 55 lbs./24.9Kg LISTING - UL listed to US and international safety standards. Suitable for wet locations. This product, or selected versions of this product, meet the standards listed below. Please consult factory for your specific requirements. s 0 �� ARRA R A Ir c ustro us � , C IP65 wet location Fixtures corriply with ANSI 0136.31-2010 American National Standard for Roadway Lighting Equipment - Luminaire Vibration 1.56 requirements. Project Name ... ......... .... 04!41 ............................................... ............ .. 1 Fixture Type _......... _ 10/19/16 25' Catalog # ;:f ----------- ------ ---- -- - - �! ;fdl�ii.,Tf ii 12' 12' 5/8' X 10' COPPERCLAD GROUND ROD RA,1; �` O�• •••`CCc•••••• Y �� ° 3599 0 NATE O RID 111 REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN PC CHECKED MF DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET SL,2 m An TYR lypTYP. UNI 1(P;.5 P.5 TYR TYR "A" 1 P.5 TYR J l Y' lif PERMIT SET 05-24-18 -s UNIT 'A" 07-06-18 TYR lypTYP. UNI 1(P;.5 P.5 TYR TYR "A" 1 P.5 TYR 4 O PLUMBING FLOOR PLAN - WATER SCALE 1/16" = 1'-0" OVERALL 1ST FLOOR REVISION SCHEDULE PLUMBING SYMBOLS/LEC ND DESCRIPTION DATE PERMIT SET 05-24-18 1 W meas "m ASE Mor N1EffiNR.Y I m a m oou" 07-06-18 2 BLDG. DEPT. COMMENT 07-27-18 3 BLDG. DEPT. COMMENT Mom °m J PLUMBING REFERENCE NOTES A ca o rw►TFx ARMs (cw) J w DISCHARGED 10 10 TOR MOR aSANFIORD CM OF ORDINANCE, IiY pEWORIL Al g A� PNM SHALL BE BAR= 70 � SYS. PEASE N7ER�TOR C,5- O PIPING LOCATED AT OR ABOVE CEILING. N�g CL M = „� wA,� F 2 "W W o U U 2C)S ---_-� �TMY OR WASTE F DZ` SHALL ONLY RECEIVE FROM PFM THAT INDICATED VI7H ON PLAN AND REPREW R OS its w� Al �� ��p�2 C) PIPING LOCATED BELOW FLOOR SLAB. �Ow -+ �TP 'NII PI ,HAT W BE DISCHARGE E,O OM 70 IT SAMPLE BOX SHALL BE PROVDm ON IIAN LNE J I— Q � PLUMBING ZZ FLOOR PLAN -SEWER 3 0 FIXTURE(S). APING LOCATED IN WALL AND RUN TO CONNECT TO FlXTURE S `�+T TM� aoaF +� 80 �A71ON OF SMIP ECITY BOX � a ORAV* CO 7 AND SHALL 1 . SANT�Y an gt CL NWT BELOWCON CONTACT ENME R F THERE IS ANY DISCREPANCY N CRAVIM AND EC INS 70 QREASE UNE AND SANITARY LIE. SCALE 1/16" = 1'-O" OVERALL 1ST FLOOR P.1 ® PIPING DROP AND RUN IN WALL O5 WATER PIPING RISE FROM BELOW GRADE, OFFSET INTO WALL ABOVE FLOOR SLAB �— R LINEIN WALL, RISE TO ABOVE CEILING. �— MraR SEM UNE IN © BUILDING SERVICE WATER SHUT-OFF VALVE IN RECESSED VALVE BOX WITH MER VarLINE n REMOVABLE ACCESS COVER FLUSH WITH GRADE OR PAVEMENT. r RM wAER UNE N 70 PROVIDE SHUTOFF VALVE REQUIRED PER SECTION 606.1 AND 606.2 OF �-- MER WEASE UNE #2 FBC-PLUMBING. �! RIM SE00 LME 1 O SANITARY WASTE PIPING BELOW GRADE. REFER TO CIVIL SITE DRAWING FOR V — RISER VMT UNE /2 1 CONTINUATION. -�-- MER WA10 UM 02 P 4 Og WATER PIPING BELOW GRADE. REFER TO CIVIL SITE DRAWING FOR CONTINUATION. 10 PROVIDE CLEAN OUT AT EACH BRANCH, ACCESSIBLE WITH SAME SIZE OF WASTE UNE CONNECTED TO. — � n PROVIDE 6" GAP ON TOP OF THE FS FOR ELEVATOR DRAIN PIPE. 4 O PLUMBING FLOOR PLAN - WATER SCALE 1/16" = 1'-0" OVERALL 1ST FLOOR REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 1 BLDG. DEPT. COMMENT 07-06-18 2 BLDG. DEPT. COMMENT 07-27-18 3 BLDG. DEPT. COMMENT 08-09-18 J N Qcc) �o J w C,5- N�g CL M = 2 0 N P- 0 W a x U Y F - z 0 x O W O LL CY U) LL r J J C0Z uj zW z � 0� CL w Wao o O (L �a0 LL o O a z LuLL 0 J � � V DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET N U) (or - c,4 N M Cl) � J LL aZ �g Q gQ� J N Qcc) �o J w C,5- N�g CL M = 2 W o U U 2C)S U DZ` 0Ogv C) �Ow J I— Q � Cn ZZ 0 N P- 0 W a x U Y F - z 0 x O W O LL CY U) LL r J J C0Z uj zW z � 0� CL w Wao o O (L �a0 LL o O a z LuLL 0 J � � V DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET An PLUMBING REFERENCE NOTES Oi PIPING LOCATED AT OR ABOVE CEILING. 0 PIPING LOCATED BELOW FLOOR SLAB. 30 PIPING LOCATED IN WALL AND RUN TO CONNECT TO FIXTURE(S). 0 PIPING DROP AND RUN IN WALL. 0 WATER PIPING RISE FROM BELOW GRADE, OFFSET INTO WALL ABOVE FLOOR SLAB IN WALL, RISE TO ABOVE CEILING. © BUILDING SERVICE WATER SHUT-OFF VALVE IN RECESSED VALVE BOX WITH REMOVABLE ACCESS COVER FLUSH WITH GRADE OR PAVEMENT. O PROVIDE SHUTOFF VALVE REQUIRED PER SECTION 606.1 AND 606.2 OF FBC-PLUMBING. ® SANITARY WASTE PIPING BELOW GRADE. REFER TO CIVIL SITE DRAWING FOR CONTINUATION. Og WATER PIPING BELOW GRADE REFER TO CIVIL SITE DRAWING FOR CONTINUATION. 10 PROVIDE CLEAN OUT AT EACH BRANCH, ACCESSIBLE WITH SAME SIZE OF WASTE UNE CONNECTED TO. r\ 31 sl r t e•oea000 PLUMBING FLOOR PLAN WATER eo.9•0'•,� SCALE 1/16" = 1'-0" OVERALL 2ND TO 4TH FLOOR P.1 REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 2 BLDG. DEPT. COMMENT 07-27-18 3 BLDG. DEPT. COMMENT 08-09-18 N to (� N N N M M � J u- < Z �g Q (L d N o� U) ¢ 0 W �=gig m_.2 M L) �WoU U Z'0�� U Q Z 0 o °gv '0W J F- VJ z O n c� 1r } �Y i}}SYF v 1 6lil 1 '�ti �4it�ii� tr R ihl� r ��t i x�tt , Y{li}ILYt YIiYYtYY1,1'Yl1 Y=Y�it �4�. 1Y1Y jjj :�,ttY�t Y'4y�r �k i iiiY r�V��Ykyk�rS l t rs t Tl� lits us Go os N W a_ x v Y H z 0 x 0 W °C O ° O LL � Q cy o � 0 �Z Z Z N Z F J0 a. �mm W Q o 00(' 0 J O ^/ LL LL p c9 O a Z � Fn W LL O J DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET PLUMBING FLOOR PLAN -SEWER SCALE 1/8" = 1'-0" PLUMBING REFERENCE NOTES : OQ PIPING LOCATED AT OR ABOVE CEILING. O2 PIPING LOCATED BELOW FLOOR SLAB. 03 PIPING LOCATED IN WALL AND RUN TO CONNECT TO FIXTURE(S). Q4 PIPING DROP AND RUN IN WALL 05 WATER PIPING RISE FROM BELOW GRADE, OFFSET INTO WALL ABOVE FLOOR SLAB IN WALL, RISE TO ABOVE CEILING. © BUILDING SERVICE WATER SHUT-OFF VALVE IN RECESSED VALVE BOX WITH REMOVABLE ACCESS COVER FLUSH WITH GRADE OR PAVEMENT. O7 PROVIDE SHUTOFF VALVE REQUIRED PER SECTION 606.1 AND 606.2 OF FBC-PLUMBING. ® 4" SANITARY WASTE PIPING BELOW GRADE. REFER TO CIVIL SITE DRAWING FOR CONTINUATION. WATER PIPING BELOW GRADE. REFER TO CIVIL SITE DRAWING FOR CONTINUATION. 10 NEW REDUCED PRESSURE PRINCIPAL BACK-FLOW PREVENTION ASSEMBLY(R.P.) SHALL BE INSTALLED ON WATER PIPE. PER FBCP SECTION 608. FIELD VERIFY LOCATION. SEE CIVIL DRAWINGS FOR SPECIFICATIONS. 11 PROVIDE CLEAN OUT AT EACH BRANCH, ACCESSIBLE WITH SAME SIZE OF WASTE UNE CONNECTED TO. 12 ROVIDE 6" GAP ON TOP OF THE FS TO ELEVATOR DRAIN 1st FLOOR DETAIL 1 PLUMBING FLOOR PLAN -SEWER SCALE 1/4" = 1'-0" PLUMBING FLOOR PLAN -SEWER 1st FLOOR -TRASH ROOM P.3j SCALE 1/4" = l'-0" 2ND TO 4TH FLOOR -TRASH ROOM PLUMBING RISER DIAGRAM -SEWER SCALE: NONE 1 st FLOOR DETAIL 1 PLUMBING RISER DIAGRAM -SEWER SCALE: NONE TRASH ROOMS ns ''� X80099!• 1Is,.' REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 1 BLDG. DEPT. COMMENT 07-06-18 2 BLDG. DEPT. COMMENT 07-27-18 3 BLDG. DEPT. COMMENT 08-09-18 N Lo (O ti N M M � LL F Q Z � Z � r_g awn J a�N� Qo�O J F O ui Lu �- �_0) �WCU U <ovn Q gg� 'ow J 00 VJ z O ti O 4144t 4 1{44k jl Cn 4 44j` yf4N 4}41444 it �t U f f ��, 4 L }d 44 rZ ZYtC l 1 f sf 141 Y4f � r it tit 4� ll �� l 4 � Cn M 01 N ti W a_ s U Y H Z Q O Q S Co Q.' Q I..i W 0 0 OCU. W W Cn Co CY Q CoZ 0 ZW o� LL Co W Q o J LL �Z CD o a Z W co m 0 J a U DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET PLUMBING FLOOR PLAN -WATER SCALE 1 /8" = 1'-0" 1 st FLOOR PLUMBING REFERENCE NOTES t0 PIPING LOCATED AT OR ABOVE CEILING. PIPING LOCATED BELOW FLOOR SLAB. 03 PIPING LOCATED IN WALL AND RUN TO CONNECT TO FIXTURE(S). 04 PIPING DROP AND RUN IN WALL 5Q WATER PIPING RISE FROM BELOW GRADE, OFFSET INTO WALL ABOVE FLOOR SLAB IN WALL. RISE TO ABOVE CEILING. © BUILDING SERVICE WATER SHUT-OFF VALVE IN RECESSED VALVE BOX WITH REMOVABLE ACCESS COVER FLUSH WITH GRADE OR PAVEMENT. Qi PROVIDE SHUTOFF VALVE REQUIRED PER SECTION 606.1 AND 606.2 OF FBC-PLUMBING. ® SANITARY WASTE PIPING BELOW GRADE. REFER TO CIVIL SITE DRAWING FOR CONTINUATION. 0 WATER PIPING BELOW GRADE. REFER TO CIVIL SITE DRAWING FOR CONTINUATION. to NEW REDUCED PRESSURE PRINCIPAL BACK-FLOW PREVENTION ASSEMBLY(R.P.) SHALL BE INSTALLED ON WATER PIPE. PER FBCP SECTION 608. FIELD VERIFY LOCATION. SEE CIVIL DRAWINGS FOR SPECIFICATIONS. 11 PROVIDE CLEAN OUT AT EACH BRANCH, ACCESSIBLE NTH SAME SIZE OF WASTE LINE CONNECTED TO. E PLUMBING FLOOR PLAN -WATER SCALE 1/4" = 1'-0" SERVICE ROOM PLUMBING RISER DIAGRAM -WATER SCALE: NONE 1�1 1444� \'3 1 2•�W IT 3/4•�W'10 2•�W go 1st FLOOR DETAIL PLUMBING RISER DIAGRAM -WATER SCALE: NONE SERVICE ROOM m Igo. 72:08 -' STATE OF °..°..°•° Nom' d ''�►EI�ILi�` REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 Q 0 W o 0 LL W Q a CH a C0 Z W ZW C:)0 0 LL H Co LLj O Z 0 U. � Z 0 Q Z W m 0 J � V DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET Pm4 N O CO r - C4 N Co Co � J u- < Z F- J H J Q � d � � aN < Ro WJ H O �=_g ujU- a 00 z Q Q Lo O U �0o O U p ogv U)WJ -iOw ary zZZ O ti m Q 0 W o 0 LL W Q a CH a C0 Z W ZW C:)0 0 LL H Co LLj O Z 0 U. � Z 0 Q Z W m 0 J � V DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET Pm4 PLUMBING FLOOR PLAN—SEWER DATE SCALE 1/4" = V-0" PERMIT SET "UNIT A" -1ST FLOOR—TYPICAL PLUMBING FLOOR PLAN—SEWER DATE SCALE 1/4" = 1'-0" PERMIT SET "UNIT A" -2nd TO 3rd FLOOR TYPICAL PLUMBING REFERENCE NOTES O1 PIPING LOCATED AT OR ABOVE CEILING. O2 PIPING LOCATED BELOW FLOOR SLAB. O3 PIPING DROP AND RUN IN WALL PIPING LOCATED IN WALL AND RUN TO CONNECT TO FIXTURE(S). 05 DOMESTIC WATER PIPING SEE P.1 FOR CONTINUATION. © SANITARY OR VENT PIPING ROUTE AND TIE TO MAIN PIPE. REFER TO P.1 FOR CONTINUATION. �i GREASE UNE PIPING ROUTE AND TIE TO MAIN GREASE LINE PIPE. REFER TO P1 FOR CONTINUATION E r r i10 I�j e ©�o 2' I� r PLUMBING RISER DIAGRAM—SEWER SCALE: NONE "UNIT A" -TYPICAL REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 1 BLDG. DEPT. COMMENT 07-06-18 2 BLDG. DEPT. COMMENT 07-27-18 3 BLDG. DEPT. COMMENT 08-09-18 N Lo MN M v- J aZ �g dN� � , O Qo U J w C4:) uj MDLL Q W a U U QQL6_j U 20�� Q0 0 z 3 O w J r80~ C/) Z Z C) co �yhYs`` f i '��" ?y�.� Y��Y YY}4Y}!t �k�}yltfiS} 1 44Y4 44t 4f4f 4 P'} �%}41�L 4kt;}f4 � 1 Y` k L .tYtpky }'No ' } F T {fit$}1 f 4! 444Ff4 ��M1t F if1 4k i 4 11� 'f41 i�iiki fYi.4 iT ike�4.4 � Co 01 O> N A W a_ s Y H 2 Q D Q Q U. a W o O 1.` LL. Q oC to cW w �z cn Z W a O~ z W Q Z (L ao a Q LL a tD Q a z < m W LL O J � � V DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET t 0 PLUMBING FLOOR PLAN -WATER SCALE 1/4" = 1'-0" "UNIT A" -TYPICAL PLUMBING REFERENCE NOTES : t�t PIPING LOCATED AT OR ABOVE CEILING. O2 PIPING LOCATED BELOW FLOOR SLAB. O3 PIPING DROP AND RUN IN WALL 40 PIPING LOCATED IN WALL AND RUN TO CONNECT TO FIXTURE(S). O5 DOMESTIC WATER PIPING SEE P.1 FOR CONTINUATION. © SANITARY OR VENT PIPING ROUTE AND TIE TO MAIN PIPE. REFER TO P.1 FOR CONTINUATION. lel a PLUMBING RISER DIAGRAM -WATER SCALE: NONE "UNIT A" -TYPICAL �` V �Of O•Cp Aer �`j� <"O E IV f E ' STATE OF I, ®� `•64ORIO�- �`�ffflifltl�.- REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET Pv6 PLUMBING FLOOR PLAN -SEWER n SCALE 1/4" = 1'-0" UNIT "B" -1st FLOOR—TYPICAL PLUMBING FLOOR PLAN n SCALE 1/4" = 1'-0" UNIT "B" -2nd TO 4th FLOOR—TYPICAL PLUMBING FLOOR PLAN -SEWER n SCALE 1/4" = 1'-0" UNIT "B" UFAS-1st FLOOR—TYPICAL PLUMBING FLOOR PLAN n SCALE 1/4" = 1'-0" UNIT "B" USAF -2nd TO 4th FLOOR—TYPICAL PLUMBING RISER DIAGRAM -SEWER n SCALE: NONE UNIT "B"—TYPICAL PLUMBING REFERENCE NOTES : Qt PIPING LOCATED AT OR ABOVE CEILING. O2 PIPING LOCATED BELOW FLOOR SLAB. �3 PIPING DROP AND RUN IN WALL. ® PIPING LOCATED IN WALL AND RUN TO CONNECT TO FIXTURE(S). O5 DOMESTIC WATER PIPING SEE P.1 FOR CONTINUATION. © SANITARY OR VENT PIPING ROUTE AND TIE TO MAIN PIPE. REFER TO P.1 FOR CONTINUATION. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 1 BLDG. DEPT. COMMENT 07-06-18 2 BLDG. DEPT. COMMENT 07-27-18 3 BLDG. DEPT. COMMENT 08-09-18 N Lo to I- N N Co Co •' J LL QZ4 J F- a. n (n QCS) LqoO moi.. F— J F- O f/1 W �g F- �� M �w U Q Q L U L2 a QUZo gg� �0w J~ J F r^ Q � V / z Z O Co 44 tii444y� msiti;�i�fti I t . f4 t h4I4iT F t.l>�l �i it t4 • ttR h l i Loh y} t{ 3y,F,4y44, M1 i �. O1 O� N W a_ x U Y H Z Q D Q x h Q.' Q LL Q 0 W O LL D Cy uj 3:: �Z U) Z W m oFm z F wa Z a. Q o o CL Q LL a 0 O z Z Q m W LL o J DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET P,7 �Ire# erri� __ wC ICE 4. I 4' O ow SH/BT UB wC WC . .. O ......: -- -77 1- - n - u►v PLUMBING FLOOR PLAN -WATER SCALE 1/4" = 1'-0" UNIT Y -TYPICAL PLUMBING REFERENCE NOTES : PIPING LOCATED AT OR ABOVE CEILING. O2 PIPING LOCATED BELOW FLOOR SLAB. 03 PIPING DROP AND RUN IN WALL QQ PIPING LOCATED IN WALL AND RUN TO CONNECT TO FIXTURE(S). 05 DOMESTIC WATER PIPING SEE P.1 FOR CONTINUATION. © SANITARY OR VENT PIPING ROUTE AND TIE TO MAIN PIPE. REFER TO PA FOR CONTINUATION. PLUMBING RISER DIAGRAM -WATER SCALE: NONE UNIT "B" -TYPICAL NO. 72998CR I'D �. STATE OF 9 �` o•a�eo� �` � .allIII Int"", REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 105-24-18 DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET P18 Model ELECTRICAL WATER HEATER EQUIPMENT SCHEDULE 1/3 115 V. TAG N0. MANUFACTURER LOCATION AREA LOCATION MODEL BTUH GPH GALLONS CONNECTION INPUT KW SIZES REMARKS INPUT SHIPPING WEIGHT EWH-4 EEMAX TAG NO. MANUFACTURER AREA NUMBER INPUT 90' RISE STORAGE VOLTS/PH/HZ KW (LBS) REMARKS INLET OUTLET EM -1 RHEEM UNIT "A" XE30S06ST45U1 16000 21 30 GALS. 3/4" 3/4" 240/1/60 4.5 95 30" HEIGHT EWH-2 RHEEM UNIT "B" XE38SO6ST45U1 16000 21 38 GALS. 3/4" 3/4" 240/1/60 4.5 108 33" HEIGHT EWH-3 RHEEM 1 ST FLOOR XE30SO6ST45U1 16000 21 30 GALS. MS 3/4" 3/4" 240/1/60 4.5 95 30" HEIGHT FD FLOOR DRAIN LAUNDRY DURA -COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND TYPE "B" POLISHED NICKa- BRONZE, LIGHT DUTY STRAINER. UB UTILITY BOX OATEY 38393 HIGH IMPACT PLASTIC UTILITY BOX.1/4 TURN BRASS HAMMER VALVECOPPER SWEAT. STANDARD PACK. FOR WASHING MACHINE EWH-6 RHEEM XE30S06ST45U1 16000 21 30 GALS. AMERICAN STANDARD 3/4" 3/4" 240/1/60 4.5 95 30" HEIGHT OOSH TANK TYPE SEAT LESS COVER, OPEN FRONT ELONGATED, EXTRA HEAVY SOLID PLASTIC, CONTOURED, W/ STAINLESS STS SELF SUSTAINING. CKECK HINGE BENEKE, OR EQUAL FLOOR MOUNTED, SIPHON JET, ELONGATED BOWL, 1.6 GALLON PER FLUSH W/BOLTCAPS, VITREOUS CHINA CLOSET, 2 1/8" GLAZED TRA PWA Y. COLOR NOTES: 1. SEE INSTALLATION DETAIL AMERICAN STANDARD MADERA 3305.000 SELECTED BY ARCHITECT. MOUNTING HEIGHT PER ADA, ANSI STANDARDS. WATER CLOSET, WC REGULA R TA NK TY PE 2 SET STORAGE TEMP AT 1107 SEAT LESS COVER, OPEN FRONT ELONGATED, EXTRA HEAVY SOLID PLASTIC, CONTOURED, W/ STAINLESS STEEL SELF SUSTAINING. CKECK HINGE BENEKE, OR EQUAL AMERICAN STANDARD UNDER COUNTER, UNGLAZED RIM, VITREOUS CHINA, REAR OVERFLOW, SUPPLIED WITH MOUNTING KI TAND TEMPLATE COLOR SELECTED BY Model ELECTRICAL TAN KLESS WATER HEATER SCHEDULE 1/3 115 V. TAG N0. MANUFACTURER LOCATION AREA MODEL NUMBER BTUH INPUT GPH 100' RISE GALLONS STORAGE CONNECTION SIZES VOLTS/PH/HZ INPUT KW SHIPPING WEIGHT (LBS) REMARKS INLET OUTLET EWH-4 EEMAX ACTIVITY ROOM EX3208T 16360 30 -- Wgt /hs:. 1/2' 115 1 1/2- 208/1/60 3.0 4 15 AMPS EWH-5 EEMAX RESTROOMS EX3208T ML 16360 30 -- 1/2" #P-2 OR #P-4 OR EQUAL 1/2" 208-230/l/60 3.0 4 15 AMPS NOTE: SEE INSTALLATION DETAIL. ELKAY LK4000 SINGLE LEVER PULL OUT FAUCET CW & HW, W/ AERATOR KS SINK COUNTER TOP 33" Model hp. Volts Wgt lbs. EV250 1/3 115 V. 24 EV280 1/2 115 v so EV280HV 1/2 230 v. 30 EV290 314 115 v. 32 EV29014V 3/4 230 v. 32' gee 2517 -Series, 2W -Series and 290 -Series literature for complete pump specifications CAST IRON TEE WITH CADMIUM PLATED CAST IRON COUNERSINK PLUG, COMPLETE WITH SQUARE SMOOTH NICKEL BRONZE WALL ACCESS WCO OrITe~ Control and Alarm Only JOSAM 58910 19 Mode! volts Max hp Wgt /hs:. OTC -115 115 1 9 OTC -230 230 2 9 Pump Performance Curare # 660 PE00 100" suave TPV so as 40 N S Elvs 9 e� fi 5 ftmote Alarm has Control Panel aticli#is3rtal auxiliary contacts for building alarm system Lf i 120 V( i Receptacle Cable 120 V In levat Ete�epl>�tclorI egtaipmerd room Elevator Sum g I — I Oil "Film" Purrip'00, _- : ; - €Delon Level Level Pit p "0tr -_ M __ Level t ,1 1 1 1 1\ I \1 x 4 10 20 He; .a 50. 60 TO 80 Se ll$ U.s ns aexoPWwvuce C us Specifications subject to ( C a} 1 s z s.a as ss .Q s e r"� a� sa—"e rr"ae"8 LI&TED Certified PtxnpS change without nonce. Liberty Plumps • 7000 Apple Tree Avenue • Bergen, New'Vbr* 14416 Rhone 800-543-2350 Fax (58a) 4994-183'9 wwwWbertypumps com Copyright 0 Liberty PuMps, Inc. 2011 All rights reserved. LLtT6601-fa9111 PLUMBING FIXTURE SCHEDULE MARK FIXTURE NAME MANUFACTURER/MODEL # DESCRIPTION I COMMENTS ICE UTILITY BOX HIGH IMPACT METAL UTILITY BOX WITH ANGEL STOP AND 114"X MIN. 36" LONG COILED COPPER TUBING. FOR ICEMAKER OATEY 38688 ECO EXTERIOR CLEAN OUT JOSAM 58680 COATED CAST IRON FERRULE, INSIDE CAULK CONNECTION WITH TAPERED THREAD BRONZE PLUG, SET IN 18"X18"X6" THIOK CONCREIE PAD. CAST IRON TEE WITH CADMIUM PLATED CAST IRON COUNERSINK PLUG, COMPLETE WITH SQUARE SMOOTH NICKEL BRONZE WALL ACCESS WCO CLEANOUT -WALL JOSAM 58910 19 COVER AND FRAME WATER �� PRECISION PLUMING INSTALL IN STRICT ACCORDANCE TH PLUMBING DRAINAGE INSTffUTE(P.D.I} STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. WITH WHA ARRESTOR PRODUCTS TYPE SC, OR EQUAL BY SIOUX CHIEF LETTER "A", "B", "C' or "0' INDICATES SIZE # 660 TPV TRAP PRIMER VA LVE PRECISION PLUMBING PRODUCTS FOR DISTRIBUTION TO (1) OR (4) DRAINS. PROVIDE WHERE REQUIRED BY LOCA LAUTHORITIES HAVINGJURISDICTION. #P-2 OR #P-4 OR EQUAL ELKAY LRAD-3319 OR EQUAL 18GA, 304 SS, DOUBLE COMPARTMENT 4 HOLE PUNCH, SELF RIMMING, ADA COMPLIANT. TOP MOUNT ELKAY LK4000 SINGLE LEVER PULL OUT FAUCET CW & HW, W/ AERATOR KS SINK COUNTER TOP 33" X 19" WGUIRE 165 CHROME PLATED 3/8" SUPPLY W/ ANGLE STOP A ND WROT ESCUT. WGUIRE 151 CHROME BRASS BASKET STRAINER WITH 1 1/2" TAIL PIECE WGUIRE 8912CBSAN 1 1/2" P -TRAP, SEMI -CAST BRASS W/ CLEAN OUT, 17 GA WASTE MS MOP SINK FIAT MSB -2424 FLOOR MOUNTED, 24"x 24" W/ 830 -AA FAUCET & VACUUM BREAKER 1453 -BB STRAINER AND 832 -AA HOSE BRACKET. WfTH P -TRAP, TRAP PRIMER AND RECESSED RM. FD FLOOR DRAIN ZURN Z415B DURA -COATED CAST IRON BODY WITH BOTTOM OUTLET, COMBINATION INVERTIBLE MEMBRANE CLAMP AND ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND TYPE "B" POLISHED NICKa- BRONZE, LIGHT DUTY STRAINER. UB UTILITY BOX OATEY 38393 HIGH IMPACT PLASTIC UTILITY BOX.1/4 TURN BRASS HAMMER VALVECOPPER SWEAT. STANDARD PACK. FOR WASHING MACHINE FLOOR MOUNTED, SIPHON JET, ELONGATED BOWL, 1.6 GALLON PER FLUSH W/BOLTCAPS, VITREOUS CHINA CLOSET, 2 1/8" GLAZED TRA PWA Y. COLOR AMERICAN STANDARD SELECTED BY ARCHITECT. MOUNTING HEIGHT PER ADA, ANSI STANDARDS. WATER CLOSET, 3305.000 WCH HANDICAPPED, TANK TYPE SEAT LESS COVER, OPEN FRONT ELONGATED, EXTRA HEAVY SOLID PLASTIC, CONTOURED, W/ STAINLESS STS SELF SUSTAINING. CKECK HINGE BENEKE, OR EQUAL FLOOR MOUNTED, SIPHON JET, ELONGATED BOWL, 1.6 GALLON PER FLUSH W/BOLTCAPS, VITREOUS CHINA CLOSET, 2 1/8" GLAZED TRA PWA Y. COLOR AMERICAN STANDARD MADERA 3305.000 SELECTED BY ARCHITECT. MOUNTING HEIGHT PER ADA, ANSI STANDARDS. WATER CLOSET, WC REGULA R TA NK TY PE SEAT LESS COVER, OPEN FRONT ELONGATED, EXTRA HEAVY SOLID PLASTIC, CONTOURED, W/ STAINLESS STEEL SELF SUSTAINING. CKECK HINGE BENEKE, OR EQUAL AMERICAN STANDARD UNDER COUNTER, UNGLAZED RIM, VITREOUS CHINA, REAR OVERFLOW, SUPPLIED WITH MOUNTING KI TAND TEMPLATE COLOR SELECTED BY OVALYN 9482.000 ARCHlT2 T. ADA COMPLIANT. UNIVERSAL ACCESS UNDERCOUNTER SINK FAUCET, SINGLE LEVER HANDLE, WITH 1.2 GPM MAX AERATOR, VANDAL RESISTANT. ALL CHROME FINISH. MOEN MODEL: M84503 LAVATORY, REGULAR LAV SUPPLY/STOP& WALL MOUNTED CHROME PLATED BRASS WITH SOLID RING ESCUTCHEONS. WGUIRE 162 PERFORATED GRID STRAINER, 1 1/4" O.D. OFFSET TAIL PIECE 17 GAUGE 1 1/4" x 1 1/2" P -TRAP W/CLEANOUT, ALL OF THE ABOVE SHALL BE CHROME GUIRE 155-A PLATED CAST BRASS, INCLUDING ESCUTCHEON PLATE TA IL PIECE OFFSET A DJUSTED TO HEIGHT AS RECOMMENDED BY THE MANUFACTURER TO MEET WGUIRE 8902C Mc ADA AMERICAN STANDARD WALL MOUNT SINK , 20"x27", VITREOUS CHINA, FRONT OVERFLOW, FOR CONCEALED ARMS SUPPORT, COLOR SELECTED BY ARCHITECT. WHECHAIR USERS LAVATORY 9141.011 MOEN MODEL. 8884 FAUCET, SINGLE LEVER HANDLE, 0.25 GPM MAX AERATOR, VANDAL RESISTANT, ALL CHROME FINISH, 4" COVER PATE LESS POPLUP. PERFORATED GRID STRAINER 1 1/4" 0. D. OFFSET TAILPIECE, 17 GAUGE 1 114"x1 1/2" P -TRAP W/ CLEANOUT. ALL OF THE A BOV E SHA LL BE CHROME LAVH LAVATORY, McGUIRE8902 PLATED CAST BRASS, INCLUDING ESCUTCHEON PATE TAILPIECE OFFSET ADJUSTED TO A HEIGHT AS RECOMMENDED BY THE MANUFACTURER TO HA NDICA PIPED MEET A DA. SUPPLYISTOP& WALL MOUNTED CHROME PLATED BRASS WITH SOLID RING ESCUTCHEONS. McGUIRE 158 WC Z URN ZR -1231 CA RRIER HANDI LAV -GUARD MODEL 101 BY TRUEBRO OR INSULATE WATER AND WASTEWATER LINES, INCLUDING P-TRAPAND SUPPLY STOPS. TRA PWRAP500 BY BROCAR PRODUCTS, INC. PRESSURE -BALANCING SYMMONS 1-100 MIXING VALVE SHOWER ADJUSTABLE STOP SCREW, SUPER SHOWER HEAD WITH ARMAND FLA NGRSTAINLESS STIB_LFINISH. SAFETYMIX SYSETM. SH FLOOR DRAIN JOSAM 30000 A SERIES CAST IRON FLOOR DRAIN, TWO-PIECE BODY W/ DOUBLE DRAIN FLA NGEAND 1/2" PRIME TAP, PER FORMED SS GRATE RINSE SHOWER 3-330 EXPOSED SHOWER LIMITER VALVE WITH INTEGRAL STOP, WALL FLANGE 20" HEAD RISER WITH EXTENDED HEAD BRACKET. RSH SHMMONS TUB AND SHOWER SYSTEM WITH LEVER SYMMONS TUB AND SHOWER SYSTEM WITH LEVEL HANDLEAND INTEGRAL SERVICESTOPS, PRESSURE BALANCING VALVE, ADJUSTABLESTOP SCREWS TO SH/BT HANDLE 1-215-X LIMIT HANDLETURN. 2.5 GPM WITH SPOUT FOR TUB. TUB DRAIN PRICE PFISTER MODEL: 18-210 TUB WA STE A ND OV ER FLOW, A BS COMPIJA WE WITH ASME A 112.18.1 till®✓ ins '+y Q• ao� '/' 0 00 CP r d 1PttlllA91,.'i<,. REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 1 BLDG. DEPT. COMMENT 07-06-18 N t0 ti N N CO M � J lL Q Z �z < �g ^ (n Qoco0 L.L zi W o fn W ��vg �M�L� Q'>Mp QQU)J U �0 co0 � O V z O O OIx OW _I~ J F VJ zz 0 r` c0 ill �} k ik4£ilkllkCktkk}�ivkk4kT4kk eE�kk tr4��Yh; k� l t k}41 l ki,;,.l " 11Flkk k k 4 kycy c��Y ik �1' 41 k kk ki �YtYif 4 kPkff i4 l k 44lLlkik,.lf i}L k k k 4R. k(j l;;yykl iPAZ f k,. 2 k kF F 4k v S }kylYki` Sk k. co CD M N Ir._ ui ri x U Y H z Q 0 a x tea' Q 0 W 0 LL CY H C0Z Z W L O J o Wao WT 0 0 i ^/ I.L. li o Z z a 0o W LL C O G J � V DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET INSERTS r' WALL BRACKET 0 -BOLTS 0 1" COLD WATER SUPPLY a U -BOLTS _ ZAS�NEIUCKLE ANGLE �U-BOLTS J I INSTANT TANKLESS ELECTRIC WATER HEATER. SURFACE MOUNT TO WALL IN UNDER COUNTER SPACE INTERIOR WALL `1" HOT W TER TO FIXTURE TO ELECT ONNECT]ON A FLOOR INSTANT—FLOW WATER NEATER—DETAIL NTS WATER SUPPLY LINE STUD WALL WALL SHEATHING CHROME PLATED ESCUTCHEON _ TYP. WATER SOPPY CONNECTION DETAIL N.T.S ALL CLEANOUTS IN FINISHED FLOOR AREAS SHALL HAVE NICKLE-BRONZE ACCESS COVERS, ADJUSTABLE FRAMES, AND BRONZE PLUGS. DUCTILE IRON, OR CAST IRON, EXTENSION BODY WITH SERRATIONS PROVIDED FOR CUT-OFF ADJUSTMENTS. DUCTILE IRON, OR CAST IRON SOIL PIPE 3 CLEAN OUT DETAIL(F.C.0) P.10 N.T.S / WELDED STEEL WALL BRACKET WOOD LEYE U -BOLTS JOIST TURNBUCKLE THRU-BOLT D e ADJUSTABLE PIPE STAND e � s CINCH ANCHORS TYPICAL PIPE SUPPORT DETAIL N.T.S BRANCH CONNECTION SHALL BE OFF TOP OF CW SUPPLY TRAP PRIMER - LOCATE IN MECH. RM. OR AS SHOWN ON PLANS. SEE NOTE 9 FINISHED FLOOR \ FLOOR DRAIN WITH TRAP PRIMER CONNECTION A SLOPE TO FLOW BY GRAVITY BOLTS ISOLATION VALVE I'm COLD WATER MAIN 1" PRIMER TUBE SEAL PIPE PENETRATION AT FLOOR LOCATED BELOW SLAB NOTESO 11�PRIMER SHALL ONLY BE USED TO SERI21SITRAP. PROVIDE DISTRIBUTION UNIT WHERE MORE THAN ONE TRAP IS SERVED BY TRAP PRIMER. 2.IN FINISHED AREA, ROUTE PIPING WITHIN WAIIO. LOCATE TRAP PRIMER ABOVE ACCESSIBLE CEILING. 3.ALL INACCESSIBLE PIPING, SUCH AS PIPINIMIEFLOOR, SHALL BE SOEOPPER WITHOUT JOINTS. ALL OTHER PIPING SHALL BE HARD COPPER WITH SOLDER JOINTS. 0 11 C 19111110W112 1111i :' ,Nl1 N OLM Ile 1111 N.T.S 0 2.0 GALLON THERMAL EXPANSION TANK OR AHJ APPROVED CALIBRATED RELIEF VALVE DEVICE. TERMINATION OF DEVICES SHALL BE APPROVED BY AHJ. 7 CW SUPPLY 110' HW 110' HW S WATER HEATER PIPING DIAGRAM. NTS ,H BASE) "CO" TO BE CAST IN COVER. SHEET LEAD FLASHING TURN LEAD DOWN CAST IRON CLEANOUT WITH INTO STACK (3 LB/SQ.FT) 6" THICK BY COVER FOR DUTY REQUIRED. MOP IN WITH ROOFING 18" SQUARE MATERIAL I I CONC. PAD. GRADE MIN 12" � � ROOFING INCREASER WHEN REQUIRED — ROOF CONSTRUCTION SEE ARCHITECTURE OR STRUCTURAL DWG'S. 0) SLEEVE ROOF CONSIRUC110N I AS REQUIRED, SEAL WATERTIGHT. 3" VENT STACK VENT THRU ROOF DETAIL(VTR) N.T.S MAY EXTEND AS A WASTE OR VENT. REFER TO PLANS. 7 CHROME WALLCOVgL & SCREW GGED TEE LEANOUT R LINE BALANCE OF PIPING SAME AS CLEANOUT TO GRADEBEND WALL CLEANOUT DETAIL(W.C.0) N.T.S City of Sanford Utility Department Pretreatment Section INT'ERCEPT'OR DESIGN OIL & GREASE INTERCEPTOR DETAIL (DESIGN IS NOT TO SCALE) PLAN VIEW NOTES Pipes =minimum of 4" GREASE INTERCEPTOR DETAIL N.T.S 1 «� CAST IRON EXTENSION SAME SIZE AS SEWER UP TO 4" DIA. CAST IRON LONG SWEEP 1/4" BEND OR CAST IRON COMB, "Y" & 1/8' BEND. (USE REDUCING TYPE WHERE REQUIRED. -A-r FINISHED FLOOR q. d• p. d• '-- CAST IRON EXTENSION SAME SIZE AS SAN WASTE UP TO 4" DIA. BUILDING DRAIN OR DIRECTION OF FLOW SEWER MATERIAL AND SIZE AS SPECIFIED. EXTERIOR CLEANOUT (COTG) (HEAVY 1RAM N" INTERIOR FLOOR CLEANOUT (FCO) CLEANOUT (CO) DETAILS 1� ONE WAY CLEANOUT DETAIL(E/F.C.0) .10) N.T.S 4 / ry�k�,� ye®e ®a000eo•• • a® '� ba REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 2 BLDG. DEPT. COMMENT 07-27-18 3 BLDG. DEPT. COMMENT 08-09-18 1X BLOCKING QUARTER TURN CHECKED SEE PLAN h CHROME PLATED DATE BALL STOP, 05/24/18 QO VERIFY �g CONNECTION JOB NO. g< TYPE & SIZE W/EARED 90' ELBOW EQUIPMENT ___>; ■ n. N 2 U) SILICONE SEALANT AT WALL FLEX CONNECTION :BY W PENETRATION PLUMBING CONTRACTOR UNLE F— `oju� M NOTED OTHERWISE WM U TYP. WATER SOPPY CONNECTION DETAIL N.T.S ALL CLEANOUTS IN FINISHED FLOOR AREAS SHALL HAVE NICKLE-BRONZE ACCESS COVERS, ADJUSTABLE FRAMES, AND BRONZE PLUGS. DUCTILE IRON, OR CAST IRON, EXTENSION BODY WITH SERRATIONS PROVIDED FOR CUT-OFF ADJUSTMENTS. DUCTILE IRON, OR CAST IRON SOIL PIPE 3 CLEAN OUT DETAIL(F.C.0) P.10 N.T.S / WELDED STEEL WALL BRACKET WOOD LEYE U -BOLTS JOIST TURNBUCKLE THRU-BOLT D e ADJUSTABLE PIPE STAND e � s CINCH ANCHORS TYPICAL PIPE SUPPORT DETAIL N.T.S BRANCH CONNECTION SHALL BE OFF TOP OF CW SUPPLY TRAP PRIMER - LOCATE IN MECH. RM. OR AS SHOWN ON PLANS. SEE NOTE 9 FINISHED FLOOR \ FLOOR DRAIN WITH TRAP PRIMER CONNECTION A SLOPE TO FLOW BY GRAVITY BOLTS ISOLATION VALVE I'm COLD WATER MAIN 1" PRIMER TUBE SEAL PIPE PENETRATION AT FLOOR LOCATED BELOW SLAB NOTESO 11�PRIMER SHALL ONLY BE USED TO SERI21SITRAP. PROVIDE DISTRIBUTION UNIT WHERE MORE THAN ONE TRAP IS SERVED BY TRAP PRIMER. 2.IN FINISHED AREA, ROUTE PIPING WITHIN WAIIO. LOCATE TRAP PRIMER ABOVE ACCESSIBLE CEILING. 3.ALL INACCESSIBLE PIPING, SUCH AS PIPINIMIEFLOOR, SHALL BE SOEOPPER WITHOUT JOINTS. ALL OTHER PIPING SHALL BE HARD COPPER WITH SOLDER JOINTS. 0 11 C 19111110W112 1111i :' ,Nl1 N OLM Ile 1111 N.T.S 0 2.0 GALLON THERMAL EXPANSION TANK OR AHJ APPROVED CALIBRATED RELIEF VALVE DEVICE. TERMINATION OF DEVICES SHALL BE APPROVED BY AHJ. 7 CW SUPPLY 110' HW 110' HW S WATER HEATER PIPING DIAGRAM. NTS ,H BASE) "CO" TO BE CAST IN COVER. SHEET LEAD FLASHING TURN LEAD DOWN CAST IRON CLEANOUT WITH INTO STACK (3 LB/SQ.FT) 6" THICK BY COVER FOR DUTY REQUIRED. MOP IN WITH ROOFING 18" SQUARE MATERIAL I I CONC. PAD. GRADE MIN 12" � � ROOFING INCREASER WHEN REQUIRED — ROOF CONSTRUCTION SEE ARCHITECTURE OR STRUCTURAL DWG'S. 0) SLEEVE ROOF CONSIRUC110N I AS REQUIRED, SEAL WATERTIGHT. 3" VENT STACK VENT THRU ROOF DETAIL(VTR) N.T.S MAY EXTEND AS A WASTE OR VENT. REFER TO PLANS. 7 CHROME WALLCOVgL & SCREW GGED TEE LEANOUT R LINE BALANCE OF PIPING SAME AS CLEANOUT TO GRADEBEND WALL CLEANOUT DETAIL(W.C.0) N.T.S City of Sanford Utility Department Pretreatment Section INT'ERCEPT'OR DESIGN OIL & GREASE INTERCEPTOR DETAIL (DESIGN IS NOT TO SCALE) PLAN VIEW NOTES Pipes =minimum of 4" GREASE INTERCEPTOR DETAIL N.T.S 1 «� CAST IRON EXTENSION SAME SIZE AS SEWER UP TO 4" DIA. CAST IRON LONG SWEEP 1/4" BEND OR CAST IRON COMB, "Y" & 1/8' BEND. (USE REDUCING TYPE WHERE REQUIRED. -A-r FINISHED FLOOR q. d• p. d• '-- CAST IRON EXTENSION SAME SIZE AS SAN WASTE UP TO 4" DIA. BUILDING DRAIN OR DIRECTION OF FLOW SEWER MATERIAL AND SIZE AS SPECIFIED. EXTERIOR CLEANOUT (COTG) (HEAVY 1RAM N" INTERIOR FLOOR CLEANOUT (FCO) CLEANOUT (CO) DETAILS 1� ONE WAY CLEANOUT DETAIL(E/F.C.0) .10) N.T.S 4 / ry�k�,� ye®e ®a000eo•• • a® '� ba REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 2 BLDG. DEPT. COMMENT 07-27-18 3 BLDG. DEPT. COMMENT 08-09-18 Q 0 W 0 0 OCU - D a 0 �Z Z W o� a wa W 0 0 oc a LL 0 o a LU Z � Fn LL 0 � U DRAWN N LO (Dr - N N CHECKED � J FA DATE 05/24/18 QO SCALE �g Q JOB NO. g< EPG16156 a J ■ n. N 2 U) Qo�O W J F— 0 F— `oju� M WM U t Moes L.L 5 0 to 0 Q Z 0 -j5 mow J ~ J F - Q 0: VJ zz 0 m Q 0 W 0 0 OCU - D a 0 �Z Z W o� a wa W 0 0 oc a LL 0 o a LU Z � Fn LL 0 � U DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET ■ SECTION 15400 - PLUMBING 1. SCOPE OF WORK A. FURNISHING OF ALL LABOR, MATERIALS, TOOLS, TRANSPORTATION SERVICES, ETC. NECESSARY TO COMPLETE THE INSTALLA11ON OF THE PLUMBING SYSTEM AND AS DESCRIBED IN THESE SPECIFICATIONS, AS ILLUSTRATED ON THE ACCOMPANYING DRAWINGS, OR AS DIRECTED BY THE ARCHITECT. B. ALL HOT AND COLD WATER SYSTEMS WITH COMPLETE CONNECTIONS FROM THE WATER METER TO ALL PLUMBING FIXTURES AND EQUIPMENT REQUIRING WATER CONNECTIONS. THESE SYSTEMS WILL BE COMPLETE WITH CONTROLS, VALVES, EQUIPMENT, DEVICES AND INSULATION. C. ALL SOIL, WASTE, AND VENT SYSTEMS OUTSIDE AND INSIDE THE BUILDING AND SEWER CONNECTIONS TO MUNICIPAL SYSTEM AS INDICATED ON DRAWINGS. D. FURNISH AND SET PLUMBING FIXTURES, INCLUDING ALL THE REQUIRED TRIM AND SUPPORTS. E. TRENCHING, PIPE BEDDING, BACKFILLING, COMPACTION AND SOIL TREATMENT. F. ALL ROUGH -IN AND FINAL CONNECTION TO EQUIPMENT, FIXTURES AND SERVICE AREAS IF INDICATED ON THE DRAWINGS, INCLUDING NECESSARY TRAPS AND MISCELLANEOUS ITEMS AS REQUIRED. COORDINATE W/OWNER. G. FURNISH ALL FINAL PLUMBING CONNEC11ONS TO HEATING AND AIR CONDITIONING EQUIPMENT INCLUDING CONDENSATE DRAINS, INDIRECT WASTE AND GAS PIPING. H. METERS AND UTILITY CONNECTIONS: 1. WATER: COORDINATE WORK WITH THE LOCAL WATER COMPANY. FURNISH ALL LABOR AND/OR MATERIAL (NOT FURNISHED BY THE WATER COMPANY) WHICH IS REQUIRED TO CONNECT TO EXISTING LINE AND/OR SET METER. INSTALL ALL PERMANENT WATER SUPPLY LINES FROM THE POINT OF CONNECTION AND COMPLETE THE WORK AS SHOWN, ALL IN LINES FROM THE POINT OF CONNECTION AND COMPLETE THE WORK AS SHOWN, ALL IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL WATER COMPANY. TAP FEES SHALL BE PAID BY OWNER. (IF REQUIRED) PLUMBING CONTRACTOR SHALL PAY ALL WORK RELATED INSPECTION FEES BY AUTHORITY HAVING JURISDICTION. 2. SEWER CONNECTIONS: COORDINATE WORK WITH THE LANDLORD AND/OR LOCAL UTILITY COMPANY. ALL WORK AND MATERIALS SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL GOVERNING AUTHORITY. TAP FEES SHALL BE PAID BY OWNER (IF REQUIRED). PLUMBING CONTRACTOR SHALL PAY ALL WORK RELATED INSPECTION FEES BY AUTHORITY HAVING JURISDICTION (IF REQUIRED). 3. GAS: COORDINATE WORK WITH LOCAL UTILITY AND FURNISH ALL LABOR AND/OR MATERIALS (NOT FURNISHED BY UTILITY WHICH IS REQUIRED TO PROVIDE A WORKING UTILITY FOR OWNER, INCLUSIVE OF METER AND/OR REGULATOR. FURNISH SYSTEM FROM TAPPING POINT TO AND IN THE BUILDING AS REQUIRED AND SHOWN ON DRAWINGS. TAP FEES SHALL BE PAID BY OWNER. PLUMBING CONTRACTOR SHALL PAY ALL WORK RELATED INSPECTION FEES. A. GAS PIPING TO HEATING, VENTILATING AND AIR CONDITIONING EQUIPMENT, AND WATER HEATER. 2. SHOP DRAMS A. WITHIN 15 DAYS AFTER AWARD OF CONTRACT, AND BEFORE ANY PLUMBING MATERIALS ARE DELIVERED TO THE JOB SITE, SUBMIT TO THE OWNER THREE (3) COMPLETE SHOP DRAWINGS IN ACCORDANCE WITH THE PROVISIONS OF SECTION 01300 OF THESE SPECIFICATIONS, INCLUDING ALL PLUMBING FIXTURES, TRIM, DRAINS, CLEANOUTS, PIPING, VALVES, INSULATION, HANGERS, SUPPORTS, EQUIPMENT AND DEVICES PROPOSED TO BE FURNISHED AND INSTALLED. SHOP DRAWINGS SHALL NOT BE REVIEWED UNLESS THEY BEAR THE REVIEW STAMP OF THE GENERAL CONTRACTOR. 3. PRODUCT HANDLING A. IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY TO THE APPROVAL OF, AND AT NO ADDITIONAL COST TO THE OWNER. 4. EXAMMIAMON OF THE SITE A. ALL CONTRACTORS SUBMITTING PROPOSALS FOR THIS WORK SHALL FIRST EXAMINE THE SITE AND ALL CONDITIONS, INCLUDING LOCAL RULES & REGULATIONS, THEREON AND/OR THEREIN. ALL PROPOSALS SHALL HAVE TAKEN INTO CONSIDERATION ALL CONDITIONS THAT MAY AFFECT THE WORK UNDER THIS CONTRACT. LACK OF THIS INFORMATION WILL NOT BE CONSIDERED AS JUSTIFICAT10N FOR EXTRA COST OR ALLOWANCES TO THE CONTRACT PRICE. 5. GUARANTEE A. ALL WORK PERFORMED UNDER THIS SECTION SHALL BE GUARANTEED TO BE FREE OF DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR AFTER FINAL ACCEPTANCE OF THE WORK BY THE OWNER. B. UPON NOTICE RECEIVED FROM THE OWNER, ARCHITECT OR ENGINEER, OF FAILURE OF ANY PART OF THE GUARANTEED EQUIPMENT DURING THE GUARANTY PERIODS, THE AFFECTED PART OR PARTS SHALL BE PROMPTLY REPLACED WITH NEW PARTS BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. ALL LABOR REQUIRED TO PERFORM GUARANTEED SHALL BE INCLUDED AS PART OF THE COMPLETE WARRANTY. 6. PRODUCTS A. DESCRIP11ON (1) SOIL, WASTE AND VENT PIPING: BELOW FLOOR TO 5'0" OUTSIDE BUILDING AND YARD PIPING SHALL BE A.B.S. OR P.V.C. SCHEDULE 40 PIPE AND FITTINGS IF APPROVED BY LOCAL AUTHORITY, OR STANDARD WEIGHT COATED CAST IRON SOIL PIPE AND CAST IRON/NEOPRENE GASKET FITTINGS CONFORM TO ONE OF THE STANDARDS LISTED IN TABLE 702.2 OF FPCP (6th EDITION). YARD PIPING, WHERE UNDER A SUPERIMPOSED LOAD CONDITION SUCH AS A DRIVEWAY OR PARKING AREA, SHALL BE SERVICE WEIGHT CAST IRON SOIL PIPE AND CAST IRON/NEOPRENE GASKET FITTINGS. (2) ABOVE FLOOR SHALL BE A.B.S. OR P.V.C. SCHEDULE 40 IF APPROVED BY LOCAL AUTHORITY, OR STANDARD WEIGHT COATED CAST IRON PIPE WITH NEOPRENE RUBBER GASKETS, OR HUBLESS CAST IRON PIPE WITH NEOPRENE RUBBER GASKETS AND STAINLESS STEEL CLAMPS (CLAMPS ALL OR EQUAL) CONFORM TO ONE OF THE STANDARDS LISTED IN TABLE 702.1 OF FPCP (6th EDITION). (3) HOT AND COLD WATER PIPING: (A) ABOVE THE FLOOR SHALL BE TYPE "L" COPPER WITH 95/5 SWEAT SOLDERED AND WROUGHT COPPER FITTINGS. UNDER BUILDING SLABS SHALL BE TYPE "K" SOFT DRAWN COPPER TUBING WITHOUT JOINTS UNDER FLOOR. LOOP FROM WALL TO WALL. OR CPVC MATERIAL PIPING; CONFORM TO ONE OF THE STANDARDS LISTED IN TABLE 605.3 AND 605.4 OF FPCP (6th EDITION) BASED ON INTENDED USE OF PIPING. ALL HOT WATER DISTRIBUTION PIPE AND TUBING SHALL HAVE MINIMUM PRESSURE RATING OF 100 PSI AT 180'F. (4) CONDENSATE DRAIN PIPING: (A) CONDENSATE DRAIN PIPING SHALL BE GALVANIZED SCHEDULE 40 OR P.V.C. FROM HVAC ON ROOF AND OTHER EQUIPMENT UNLESS STATED OTHERWISE. (8) CONTRACTOR SHALL FURNISH AND INSTALL MIN. 1" COPPER CONDENSATE DRAINS ON COOLER/FREEZER EVAPORATOR COILS, WITH TRAP ASSEMBLY AND 2" AIR GAP ABOVE DRAIN AS SHOWN ON THE DRAWINGS. FREEZER CONDENSATE PIPING SHALL BE WRAPPED WITH HEAT TAPE WITH A MINIMUM RATING OF 10 WATTS PER LINEAL FOOT FOR ITS ENTIRE LENGTH WITHIN THE FREEZER COMPARTMENT. (5) INDIRECT WASTE PIPING: SHALL BE TYPE "L" COPPER WITH 95/5 SWEAT SOLDER AND WROUGHT COPPER FITTINGS (SEE PLUMBING PLAN FOR REQUIREMENTS) UNLESS OTHERWISE INDICATED. (6) NATURAL GAS PIPING: (A) GAS PIPING INCLUDING TAP AND SERVICE SHALL BE INCLUDED. COORDINATE METER LOCATION WITH LOCALAUTHORITY. (8) UNDERGROUND GAS PIPING SHALL BE SCHEDULE 40 BLACK STEEL PIPE WITH LONG RADIUS STEEL WELDING FITTINGS. PROTECT PIPE AND FITTINGS WITH TRANTEX WRAPPING TAPE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. OTHER TYPE OF PIPE PROTECTION OF EQUIVALENT QUALITY WILL BE OP11ONAL WITH THIS CONTRACTOR. INSTALLATION OF GAS SERVICE PIPING AND MATERIAL SHALL MEET WITH LOCAL GAS COMPANY'S APPROVAL. (C) GAS PIPING ABOVE GROUND SHALL BE SCHEDULE 40 BLACK STEEL WITH 125 LB. BLACK MALLEABLE IRON SCREWED FITTINGS AND SUPPORTED AT INTERVALS NOT TO EXCEED 8'-0" AND AT EACH CHANGE IN HORIZONTAL OR VERTICAL DIRECTION. GAS PIPING COMPOUND AT JOINTS SHALL BE IN COMPLIANCE WITH NFPA BULLETIN NO. 54 AND LOCAL APPLICABLE CODES AND SUITABLE FOR NATURAL GAS SERVICE. (D) GAS PIPING SHALL SUPPLY , WATER HEATER AND KITCHEN EQUIPMENT IF INDICATED ON DRAWINGS BY THIS CONTRACTOR. (E) MOISTURE TRAPS SHALL BE INSTALLED ON EACH PIPING DROP FOR WATER HEATER AND KITCHEN EQUIPMENT. (F) ALL SUPPORTS SHALL BE PIPING SHALL BE PROVIDED WITH SUPPORT IN ACCORDANCE WITH SEC11ON 407 AND 415 FBCFG (6th EDITION). (7) STORM DRAIN LEADER: SAME AS SOIL, WASTE & VENT PIPING. (8) INSULATION (A) ALL WATER PIPES, RAIN LEADERS AND ETC., SHALL BE INSULATED. PIPING SHALL BE INSULATED TO PREVENT EXCESSIVE HEAT LOSS, CONDENSATION AND SWEATING. ALL PIPES RUNNING IN UNCONDITIONED SPACE SHALL BE PROTECTED AGAINST FREEZING. ALL PIPING SHALL BE INSULATED WITH AT LEAST 1" THICK FOAM INSULATION HAVING A CONDUCTIVITY NOT EXCEEDING 0.28 BTU PER INCH/H xSQ.FT PER FBCEC (6th EDITION) SECTION 504.5 AND 607.2.1 AS MANUFACTURED BY ARMSTRONG ARMAFLEX OR APPROVED EQUAL AS INDICATED ON PLANS AND NOTES. AS MUCH OF THE INSULA11ON AS POSSIBLE SHALL BE SLIPPED ON TO THE PIPING AS THE PIPING IS BEING CONNECTED IN ORDER TO AVOID CUTTING THE INSULATION. ALL BUTT ENDS AND ANY NECESSARY LONGITUDINAL JOINTS SHALL BE SEALED WITH RUBBER BASED ADHESIVE. 7. FIXTURES A. SEE DRAWINGS FOR SPECIFICATIONS. 8. FLASHINGS A. ALL PIPING AND VENTS PASSING THROUGH ROOF SHALL BE FLASHED WATERTIGHT WITH SIX POUND TO THE SQUARE FOOT LEAD USING SLEEVE FLASHING WITH BASE EXTENDING AT LEAST 12 INCHES IN EACH DIRECTION BEYOND THE OUTSIDE DIAPHRAGM OF THE PIPE. TURN SLEEVE DOWN A MINIMUM OF 1-1/2" INTO TOP OF VENT PIPE WITH LEAD FITTING SNUGLY INSIDE OF PIPE. ALL GAS VENT CAPS SHALL BE FITTED WITH LEAD FITTING SNUGLY INSIDE OF PIPE. ALL VENT CAPS SHALL BE VANDAL PROOF. VERIFY APPROVED FLASHING MATERIAL AND METHODS WITH ROOFING CONTRACTOR TO ENSURE A COMPLETE JOB. SEE DETAILS ON ARCH. SHEETS. 9. CLEANOUTS A. SEE DRAWINGS FOR SPECIFICATIONS. 10. EQUIPMENT A. WATER HEATER: FURNISHED, INSTALLED BY PLUMBING CONTRACTOR. (1) SIZE, CAPACITY, TYPE AND MANUFACTURER AS INDICATED BY DRAWINGS. (2) N/A (3) THE WATER HEATER, GAS OR ELECTRIC, SHALL BE PROVIDED WITH ALL TEMPERATURE AND SAFETY CONTROLS INCLUDING ASME AND ANSI Z21.22 RATED TEMPERATURE CONFORM TO ASSE1070 AND PRESSURE RELIEF VALVE, GAS PRESSURE REGULATOR (IF REQUIRED), DRAIN VALVE, EXPANSION TANK, ETC. (4) PLUMBER SHALL MAKE WATER, GAS AND RELIEF LINE CONNECTIONS WITH CUTOFF VALVES AND DIELECTRIC UNIONS IN WATER AND GAS LINES. B. VALVES, COCKS AND FAUCETS (1) UNLESS SPECIFICALLY INDICATED ELSEWHERE, THE VALVES SHALL BE DESIGNED FOR NOT LESS THAN 160 LBS. WORKING PRESSURE AND SHALL COMPLY WITH SECTION 605 OF 6TH EDITION FBCP 2017. THE VALVES SHALL HAVE SUITABLE VALVE BODY PATTERNS FOR CONNECTION TO THE PIPE FOR WHICH THEY WILL OPERATE. ALL VALVES WITH RISING STEMS SHALL HAVE BACK SEATS FOR PACKING UNDER PRESSURE. ALL VALVES AND CONNECTIONS SHALL BE CONSTRUCTED WITH MATERIAL COMPLY WITH LEAD CONTENT STANDARD PER SECTION 605.2 6TH EDITION OF FRCP (6th EDITION). APPROVED EQUAL GATE VALVES AND CHECK VALVES AS MANUFACTURED BY STOCKHAM, WALWORTH, LUNKENHEIMER, SCOTT, HAMMOND, CRANE OR WATTS WILL BE ACCEPTABLE. (2) GATE VALVES SHALL BE OF AN APPROVED TYPE AND COMPATIBLE WITH THE TYPE OF PIPING MATERIAL INSTALLED IN THE SYSTEM. ALL VALVES INTENDED TO SUPPLY DRINKING WATER SHALL MEET THE REQUIREMENTS OF NSF 61. (3) CUTOFF VALVES UNDERNEATH LAVATORIES, TANK TYPE WATER CLOSETS, SANITARY SINKS AND WATER COOLERS SHALL BE CHROME PLATED ANGLE STOP VALVES WITH SOFT ANNEALED CHROME PLATED COPPER CONNECTION PIPES AND CHROME PLATED ESCUTCHEON PLATES. (4) GAS COCKS FOR ALL EQUIPMENT: SEE DRAWINGS FOR REQUIREMENTS. (5) WATER CUTOFF VALVE SHALL BE OF AN APPROVED TYPE AND COMPATIBLE WITH THE TYPE OF PIPING MATERIAL INSTALLED IN SYSTEM. ALL VALVES INTENDED TO SUPPLY DRINKING WATER SHALL MEET THE REQUIREMENTS OF NSF61. (6) EXTERIOR HOSE COCKS AND VALVE FIXTURES TO BE NON -FREEZE TYPE. SUPPLY SHUT-OFF VALVES IF INDICATED ON PLANS. 11. EXECUTION A. PIPING 1. ALL PIPING SHALL BE RUN CONCEALED EXCEPT WHERE SHOWN OTHERWISE ON DRAWINGS. 2. VALVES, TRAPS, CLEANOUTS AND OTHER APPARATUS SHALL BE INSTALLED IN AN EASILY ACCESSIBLE LOCATION. 3. SOIL, WASTE LINES 2-1/2" AND SMALLER SHALL SLOPE 1/4 INCH PER LINEAL FOOT AND 3" to 6" SHALL SLOPE 1/8 INCH PER LINEAL FOOT IN DIRECTION OF FLOW PER FBCP TABLE 704.1, UNLESS OTHERWISE INDICATED OR REQUIRED BY LOCAL CODES. 4. HOT AND COLD WATER LINES SHALL BE AT LEAST 6" APART WHERE PIPING IS PARALLEL. 5. ALL WATER LINES SHALL BE RUN OVERHEAD AND DOWN PARTITION WALLS UNLESS NO WALL IS PROVIDED; THEN RUN LINES UNDER SLAB TO POINT OF TERMINATION. ALL LINES SHALL BE CONCEALED UNLESS NOTED OTHERWISE ON PLANS. B. HANGERS AND SUPPORTS 1. COPPER PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 7'-0" AND AT EACH CHANGE IN HORIZONTAL OR VERTICAL DIRECTION. HANGERS SHALL BE FEE & MASON PLASTIC COATED HANGER, FIG. 381 OR APPROVED EQUAL BY GRINNELL. HANGER ATTACHMENT TO STRUCTURE SHALL BE AS REQUIRED. HORIZONTAL SUPPORTS FOR PIPING SHALL WILL BE IN ACCORDANCE TO SECTION 308 OF THE FBCP (6TH EDITION). 2. GAS PIPING SHALL BE SUPPORTED AT INTERVALS NOT TO EXCEED 8'-0" AND AT EACH CHANGE IN HORIZONTAL OR VERTICAL DIRECTION. STEEL PIPE HANGERS SHALL BE GRINNELL FIG. 104 OR FEE & MASON FIG. 199. ATTACHMENT TO STRUCTURE TO BE AS REQUIRED. HORIZONTAL SUPPORT FOR PIPING WILL BE IN ACCORDANCE TO SECTION 407 AND 415 OF FBCFG (6TH EDITION). 3. HANGER RODS SHALL BE STANDARD BOLT STEEL WITH MACHINE SCREW THREADS, 3/8" DIAMETER MINIMUM. 4. ALL PIPING UNDERGROUND SHALL BE FIRMLY BEDDED ON THE BODY OF THE PIPE, AND BELL HOLES PROVIDED AT EACH BELL. ALL PIPING SHALL BE INSTALLED IN GRADED TRENCH. EXCAVATE, BACKFILL AND SUPPORT PIPING AS HEREIN BEFORE SPECIFIED. 5. FINISHED 5.1 INDOOR FINISHES 5.1.1 HANGERS AND CLAMPS FOR SUPPORT OF BARE COPPER PIPING SHALL BE COATED WITH COPPER COLORED EPDXY PAINT, B -LINE DURA -COPPERS. ADDITIONAL PVC COATING OF THE EPDXY PAINTED HANGER SHALL BE USED WHERE NECESSARY. 5.1.2 HANGERS FOR OTHER THAN BARE COPPER PIPE SHALL BE ZINC PLATED IN ACCORDANCE WITH ASTM 8633 OR SHALL HAVE AN ELECTRO -DEPOSITED GREEN EPDXY FINISH, B -LINE DURA -GREENS. 5.1.3 STRUT CHANNELS SHALL BE PRE -GALVANIZED IN ACCORDANCE WITH ASTM A653 SS GRADE 33 G90 OR HAVE AN ELECTRO -DEPOSITED GREEN EPDXY FINISH, B -LINE DURA -GREEN®. 5.2 OUTDOOR AND CORROSIVE AREA FINISHES 5.2.1 HANGERS AND STRUT LOCATED OUTDOORS SHALL BE HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. ALL HANGER HARDWARE SHALL BE HOT DIP GALVANIZED OR STAINLESS STEEL. ZINC PLATED HARDWARE IS NOT ACCEPTABLE FOR OUTDOOR OR CORROSIVE USE. 5.2.2 HANGERS AND STRUT LOCATED IN CORROSIVE AREAS SHALL BE TYPE 304 [316] STAINLESS STEEL WITH STAINLESS STEEL HARDWARE. C. PLUMBING FIXTURES 1. FURNISH AND INSTALL ALL PLUMBING FIXTURES COMPLETE WITH ALL EQUIPMENT FITTINGS, TRIMMINGS AND ACCESSORIES, AS SPECIFIED. OPEN FRONT SEATS WITH NO COVERS AS MANUFACTURED BY CHURCH WILL BE ACCEPTABLE. 2. ALL FIXTURES SHALL BE GRADE A. THE NAME OR TRADE MARK OF THE MANUFACTURER SHALL BE PRINTED OR PRESSED ON ALL CLOSETS AND LAVATORIES, AND A LABEL, WHICH CANNOT BE REMOVED WITHOUT DESTROYING IT, CONTAINING THE MANUFACTURER'S NAME OR TRADEMARK AND THE QUALITY OR CLASS OF THE FIXTURES, SHALL BE AFFIXED TO ALL FIXTURES AND NOT REMOVED UNTIL AFTER THE WORK HAS BEEN ACCEPTED. 3. EXPOSED PIPING TO FIXTURES SHALL BE A PRODUCT OF THE FIXTURE MANUFACTURER OR APPROVED EQUAL AND SHALL BE: A. WATER: CHROMIUM PLATED IRON PIPE SIZE RED BRASS. B. WASTE: CHROMIUM PLATED TUBING, EXCEPT WASTE CONNECTIONS TO KITCHEN OR SCULLERY SINKS AS NECESSARY. 4. STOPS AS MANUFACTURED BY THE FIXTURE MANUFACTURER, WITH METAL -TO -METAL SEAT, SHALL BE PROVIDED FOR ALL FIXTURES AND EQUIPMENT. REFER TO SCHEDULE ON DRAWINGS FOR MANUFACTURER'S AND MODEL NUMBERS USED AS GUIDE SPECIFICATIONS. NUMBERS AS LISTED REPRESENT THE COMPLETE WORKABLE OUTFITS WITH ALL BRASS TRIM AS. 5. FIXTURES SHALL BE WHITE UNLESS OTHERWISE NOTED. 6. FIXTURES FURNISHED BY THIS CONTRACTOR OR BY THE OWNER SHALL BE FITTED WITH NECESSARY WATER SUPPLIES, STOPS AND TRAPS WITH CLEANOUT PLUGS UNDER THIS SEC11ON OF THE SPECIFICATIONS. D. TESTS THE PERMIT HOLDER SHALL MAKE THE APPLICABLE TEST PRESCRIBE IN SECTIONS 312.2 THROUGH 312.10 TO DETERMINE COMPLIANCE WITH THE PROVISIONS OF FBCP (6TH EDITION). ALL PLUMBING SYSTEM PIPING SHALL BE TESTED WITH EITHER WATER OR, FOR PIPING SYSTEM OTHER THAN PLASTIC, BY AIR. E. CLEANING AND PROTECTION 1. THE CONTRACTOR SHALL REMOVE FROM THE JOB SITE ALL DEBRIS AND LEFTOVER MATERIALS FOR WHICH HE IS RESPONSIBLE, CLEAN ALL FIXTURES AND EQUIPMENT AND REPAIR ANY BLEMISHES IN THE FINISH. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR REPLACING FIXTURES WHERE DAMAGE RESULTS FROM FAILURE TO PROVIDE PROTECTION DURING INSTALLATION. 2. FLUSH OUT PIPES: AFTER THE PLUMBING PIPING HAS BEEN INSTALLED, INSPECTED AND APPROVED, THE PIPING SYSTEM SHALL BE FLUSHED TO REMOVE ANY FOREIGN MATTER FROM THE PIPES WITH CHLORINE OR HTH SOLUTION TO SANITIZE THE NEW PIPING OR AS REQUIRED BY THE LOCAL AUTHORITIES PER SECTION 610 FBCP (6TH EDITION). F. MAINTENANCE 1. ALL PARTS OF THE PLUMBING FIXTURES AND ASSOCIATED EQUIPMENT SHALL BE MAINTAINED BY THE CONTRACTOR THROUGHOUT THE GUARANTEE PERIOD. ONE MONTH AFTER FINAL ACCEPTANCE OF THE BUILDING BY THE OWNER, THE CONTRACTOR SHALL GO OVER ALL THE FIXTURES AND TEST ALL WORKING PARTS AND PUT EVERYTHING IN GOOD WORKING ORDER. ALL FIXTURES, INCLUDING TRAPS, SHALL BE THOROUGHLY CLEANED AND ALL PARTS PUT IN GOOD WORKING ORDER. 1. PLUMBING CONTRACTOR IS REQUIRED TO CLEAN THE DRAIN LINES PRIOR TO TURN OVER 3. PLUMBING CONTRACTOR SHALL PROVIDE REDUCED PRESSURE BACK FLOW PREVENTION DEVICE ON THE MAIN DOMESTIC PIPING CONFORM TO SECTION 608 FBCP (6TH EDITION). 4. CONTRACTOR SHALL PROVIDE BACK FLOW PREVENTION DEVICE FOR DISHWASHER, ICE MAKER AND SODA MACHINE PER FBCP (6THEDITTON) SECTION 608. FOR D.W. APPROVED BY ASSE 1001, FOR ICE MAKER APPROVED BY ASSE 1024 AND FOR SODA MACHINE SHALL BE APPROVED BY ASSE 1022. GENERAL NOTES 1. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO REVIEW THE PLUMBING PLANS AND WRITTEN SPECIFICATIONS TO BECOME FAMILIAR WITH THE FULL SCOPE OF WORK. IN ADDITION, THIS CONTRACTOR SHALL COORDINATE WITH AN OWNER PRESENTATIVE TO FULLY UNDERSTAND ANY REQUIREMENTS NOT SPECIFIED HEREIN WHICH MAY CONSIDER PART OF THIS CONTRACT. THE PLUMBING CONTRACTOR SHALL VISIT THE SITE AND NOTE ALL EXISTING 2. CONDITIONS, AS WELL AS ALL CONDITIONS TO BE MET. LACK OF THOROUGH UNDERSTANDING SHALL NOT CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS, NOR FOR A REQUEST FOR EXTRA COMPENSATION. 3. THE CONTRACTOR FOR THIS WORK SHALL CAREFULLY INSPECT AND ACQUAINT HIMSELF WITH EXISTING CONDITIONS IN ORDER THAT HE FULLY UNDERSTANDS THE WORK REQUIRED. HE SHALL FIELD MEASURE AND VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING WITH THE WORK. 4. ALL PLUMBING INSTALLATIONS SHALL CONFORM WITH THE FBCP (6th EDITION). INSTALLATION OF GAS PIPING EQUIPMENT AND COMPONENTS WILL CONFORM TO FBCFG (6th EDITION). 5. PIPING LAYOUTS ARE DIAGRAMMATIC AND INTEND TO SHOW GENERAL ARRANGEMENT, SIZE AND CAPACITY. ALL OFFSETS ARE NOT NECESSARILY SHOWN. CONTRACTOR SHALL ARRANGE AND COORDINATE THE WORK, FURNISH NECESSARY OFFSETS, VALVES, VENTS AND FITTINGS TO AVOID CONFLICTS WITH OTHER MECHANICAL AND ELECTRICAL SERVICES AND WITH STRUCTURAL AND ARCHITECTURAL ELEMENTS. 6. PLUMBING CONTRACTOR'S WORK SHALL INCLUDE ALL WORK AS INDICATED ON THESE DRAWINGS. 7. ALL TEMPERD WATER PIPING SHALL MAINTAIN A MINIMUM TEMPERATURE OF 1107 HOT WATER OF 140*F FOR DISHWASHER AND (3) COMP.SINKS. 8. COORDINATE ALL PIPING ROUTING WITH WORK OF OTHER TRADES PRIOR TO INSTALLATION. 9. VERIFY INVERT ELEVATIONS AND EXACT LOCATIONS OF SEWERS TO WHICH NEW SEWER LINES ARE TO BE CONNECTED BEFORE INSTALLATION. 10. INSTALL ISOLATION VALVES AT EACH DOMESTIC WATER BRANCH TAKEOFF AND INSTALL UNION AT EACH PIECE OF EQUIPMENT, FIXTURE AND APPLIANCE SERVICE POINT CONNECTION. PER FBCP (6th EDITION) SECTION 606.1 AND 606.2. 11. INSTALL PRESSURE REDUCING VALVES ON BRANCH LINES SERVING FIXTURES AND/OR EQUIPMENT, WHEN WATER PRESSURE EXCEEDS 60 PSI. PLUMBING SPECIFICATIONS SCALE: NONE RIO. 72998 a e", q �' , STATE Or s` 4 � ��. "•voce Neo * G Engineering Consultants 1325S. SUMBYAVE ORLANDO, FLORIDA 32806 (407) 896 7411 PHONE (407) 896 7412 FAX EPGrOup(gg?att.net CA# 7913 FARSHADANTIKCHI, PE#72998 REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET FIRE SPRINKLER SWEDULE N LO CO r TYPE TEMP ORIFlCE K—FACT . am l0'OIE I ROM PB® UNKS lee 1F/IL "a BML 1/rr 0.Y O Oela1 •NgFR 1FJIL rm um oy-m a les e.NL 1/r Le om INCE 2mmL mlaHt IFIa nw lw Mem Om OR MIN. 1/2' 42 o: �1 ROI OR NINt Nt ON. NE lIN N LO CO r p p e LL � r<N,o ws rm..sr areNv► !la A OIL � � lot IOdNOL ❑s O nL NR �4 ! NYN A OIINL © .MIL....t INN.N ewl. eNtle pNNm N LRB.a IR oMAL H J SCALE 1/16' = 1'-0' GENERAL NOTES 1. AL MEAS SFW/ BE LlWr HAZW OCCUPAIICY. 2, SEARSHOUSE AREA. EIECIWCAL. ROOMS, FECHAIWAL, ROOMS 101CIW AFD STORAGE ROOMS SHALL BE ORDf W HAZARD GROUP I OCCUPANCY. 3. MAIRNIM SPAM FOR LIGHT HAZARD ARES SFWL BE 225 % FT. (130 SOI. FT. IN LEASE AREAS.) 4 MAXUM SPACIN FOR ORDMIARY HUM GROUP I AEIIS SHALL BE 130 SQ. FT. R FRE WNWI ER HEAD LOCATIONS AFD SPACIM ARE SCHR]AA11C OmLYe FRE SlWN ER CONTRACTOR TO PR011DE A CW ETE FRE SPRNO.ER DRAW IGS IM1H HYDRAULIC CALCLIA700 N ACCORDANCE WITH REOIMF1MJ11S OF NEPA-13 AND NIDIOWTY HAM J INDLI N. CONTRACTOR SHALL PROVDE SIM AND SEINED PLAITS THAT WOULD TRANSFER THE EIiGMEER OF RECORD RESPONSKITY 10 A NEW ENGMEER OF CHOICE. PROVDE SEALED DRATIMiO FOR 1FE AU1HOIW APPROVAL Irm— — u....` eA Al 00111RACTDR TO 1001 ATTIC SPACE ND PROM A COMPEER: FRE SI'R/ND DRATM FOR THAT MEA N ACOMA110E 11111H 1182111MD115 OF NFPA-13 AND AlRROBITY HAW ANISOCI10N. ��aef�liE��:fps C 0 i e. 9 � � No. 720,95 �r ®-o STATE OF e � N p ®✓�s ��°°O°°°°°see°°ee��``'� ®®0 ONN- REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 105-24-18 Go a) m N ti LLI Q: x U Y F Z Q Q x Q LL a 0 W o LL Cl)Q z �H �Z Z W J W 0 0 W Q w 11 0. J O LLO Z O Z � a �- W CO) LL LL,O w F— LL U DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET N LO CO r N CNj Cl) r' J LL Q Z Z H J Q � ar-CI QoLOO �- �� U �u c3 �J `W L C L 1_ M U W o U V oto UD0- U Z p 0 U) —j O w JJ ~ H w Q00 ♦/^� VJ zz O (0 Go a) m N ti LLI Q: x U Y F Z Q Q x Q LL a 0 W o LL Cl)Q z �H �Z Z W J W 0 0 W Q w 11 0. J O LLO Z O Z � a �- W CO) LL LL,O w F— LL U DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET UPRIGHT SPRINKLER HEAD UPRIGHT SPRINKLER HEAD INSTALLATION DETAIL ws STEEL RISER---- M.J. ISER)M.J. X FL. ADAPTER D.I.P. RISER UL -LISTED RUN-IN THRUST BLOCK - (PER NFPA 24) ' GROUND LEVEL Tri , , � • • , , � i 4'-Q„ MIN. U.G. PIPING RISER AT BUILDING ENTRANCE NO SCALE 1"X1/2" RE COUPLING FlNISH CEILING WITH FACTORY APPLIED WHITE FlNISH RECESSED SPRINKLER HEAD INSTALLATION DETAIL DEFLECTOR SPRINKLER HEAD mr/,re-r- Tnikj rrrIL--I_ RECESSED SIDEWALL HEAD DETAIL SCALE: NONE FLOW SWITC TEST AND DRAIN. ROUTE 2" DRAIN TO OUTSIDE. BRANCH LINE ALARM CHECK V SHUT-OFF VALVE WITH TAMPER SWITCH. FINISHED FLOOR SLAB DO NOT POUR SOLI[ THRUST BLOCK (TYPIC.., FIRE RISER DETAIL ANCHOR TO STRUCTURE AS APPLICABLE THREAD ROD PIPE HANGER DETAIL PUS VALVE WITH TAMPER SWITCH ELL kLL -4" U.G. FIRE MAIN TO FIRE DEPARTMENT CONNECTION. REFER TO CIVIL SITE PLAN FOR LOCATION. 4" U.G. FIRE MAIN FROM CITY. REFER TO CIVIL SITE PLAN FOR CONTIUATION. POST INDICATOR VALVE NOTES AND D ETAI ES ® %Aoif'' NOT TO SCALE FS.2 ,o® °pew°Op BW �'sO No. 722,9341 a - 0 ; STEN` OF REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 1 05-24-18 DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET FS,2 FLORIDA 61G15-30- DELEGATED ENGINEER COMPLIANCE NOTE THE FIRE PROTECTION DESIGN FOR THIS PROJECT SHALL BE IN FULL ACCORDANCE WITH THE PROVISIONS OF THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 61 G15-30 AS IT PERTAINS TO "DELEGATED ENGINEER". THE DIVISION 15 CONTRACTOR SHALL PROCURE THE SERVICES OF A FLORIDA REGISTERED PROTECTION SYSTEM DESIGN BASED ON THE DESIGN INTENT OF THE CONTRACT DOCUMENTS. THE DELEGATED ENGINEER WILL BECOME THE "ENGINEER OF RECORD" FOR THIS PORTION (FIRE PROTECTION SYSTEM) OF THE ENGINEERING PROJECT. THE DELEGATED ENGINEER SHALL CONFORM TO ALL REQUIREMENTS SET FORTH IN THE FLORIDA ADMINISTRATIVE CODE, CHAPTER 61 G15-30.006 "DELEGATED ENGINEER'S RESPONSIBILITY". ALL FINAL DELEGATED ENGINEERING DOCUMENTS REQUIRE THE IMPRESSED SEAL AND SIGNATURE OF THE DELEGATED ENGINEER. SPECIFICATIONS NOT TO SCALE FIRE PROTECTION NOTES DESCRIPTION OF WORK: THE SYSTEM CURRENTLY HAS A WET -PIPE TYPE SPRINKLER SYSTEM. THE EXTENT OF WORK INCLUDES ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO MODIFY THE SYSTEM AS SPECIFIED HEREIN IN ACCORDANCE WITH NFPA 13, 14, 20, AND 24 AND ALL APPLICABLE LOCAL CODES AND REGULATIONS. THE SYSTEM SHALL BE FULLY TESTED, CLEANED AND LEFT IN A COMPLETE AND OPERATIONAL STATUS. PERMITS: OBTAIN ALL PERMITS AND PAY ALL RELATED EXPENSES. ALL WORK IS A RENOVATION OF AN EXISTING SPRINKLER SYSTEM UNLESS INDICATED OTHERWISE. PIPING AND SPRINKLER HEADS SHALL ESSENTIALLY BE MODIFIED AS REQUIRED PER NFPA-13: HOWEVER, ACTUAL PLACEMENT SHALL BE VERIFIED BY CONFIRMING EXACT LOCATION OF STRUCTURES AND OTHER UTILITIES IN THE FIELD AND BY CAREFUL LAYOUT PRIOR TO EXECUTION OF THE WORK. DRAWINGS ARE GENERALLY DIAGRAMMATIC AND SHOULD NOT BE SCALED. PIPE FITTINGS AND VALVES: STEEL PIPE ASTM A 135, PIPE SIZE 2" AND SMALLER SHALL BE SCHEDULE 40 BLACK STEEL WITH THREADED CAST IRON BLACK FITTINGS, PIPE SIZE 2-1/2" AND LARGER SHALL BE SCHEDULE 10 BLACK STEEL ROLL GROOVED WITH GROOVED COUPLINGS AND FITTINGS, MECHANICAL TEES AND WELDED OUTLETS, DRAIN PIPING SHALL BE SCHEDULE 40 WITH THREADED CAST IRON BLACK FITTINGS, NFPA 13 SPECIFIED WALL THICKNESS FOR 2-1/2" THRU 4" SIZE. CAST IRON THREADED FLANGES: ASME B16.4, CLASS 125, RAISED GROUND FACE, BOLT HOLES SPOT FACED. CAST IRON THREADED FITTINGS: ASME 816.4, CLASS 125, STANDARD PATTERN, WITH THREADS ACCORDING TO ASME B1.20., 175 PSI RATED. MALLEABLE IRON THREADED FITTINGS: ASME B16.3, CLASS 150, STANDARD PATTERN, WITH THREADS ACCORDING TO ASME B1.20.1. STEEL FITTINGS: ASTM A 234/ A 234M, SEAMLESS OR WELDED' ASME 816.9 BUTTWELDING; OR ASME B16.11, SOCKET WELDING TYPE FOR WELDED JOINTS GROOVED END FITTINGS FOR STEEL PIPE: UL LISTED AND FM APPROVED ASTM A536, GRADE 65-45-12 DUCTILE IRON OR ASTM A47 GRADE 32510 MALLEABLE IRON, WITH GROOVES OR DUCTILE IRON PIPE AND DUCTILE IRON OR CAST IRON FITTINGS: AWWA C115 DUCTILE IRON OR GRAY IRON PIPE FLANGES, RUBBER GASKETS, AND HIGH STRENGTH STEEL BOLTS AND NUTS. COUPLINGS FOR GROOVED END STEEL PIPE AND GROOVED END FERROUS FITTINGS: UL 213 AWWA C606, ASTM A536 DUCTILE IRON OR ASTM A47 MALLEABLE IRON HOUSING, WITH ENAMEL FINISH. INCLUDE SYNTHETIC RUBBER GASKET WITH CENTRAL CAVITY, PRESSURE RESPONSIVE DESIGN. ASTM A 183 CARBON STEEL BOLTS AND NUTS TO SECURE GROOVED PIPE AND FITTINGS. GENERAL: UL LISTED AND/OR FM APPROVED SERVICE VALVES WITH 175 PSIG NON -SHOCK MINIMUM WORKING PRESSURE RATING. GATE VALVES: UL 262, CAST BRONZE, THREADED ENDS, AND INTEGRAL INDICATING DEVICE, INDICATOR SHALL BE VISUAL AND ELECTRICAL 115 VOLTS A.C., PRE -WIRED 2 CIRCUIT, SUPERVISORY SWITCH. SPRINKLERS: PROVIDE AUTOMATIC HEAT -RESPONSIVE GLASS BULB SPRINKLER HEADS, WITH %" NOMINAL ORIFICE, 5.50 "K" FACTOR 155"F TEMPERATURE RATING, INSTALL SPRINKLERS IN A UNIFORM, CONSISTENT MANNER IN ORDER TO LINE UP EACH AREA, IN THE "CENTER" OF THE CEILING TILE AS DETAILED. REUSE EXISTING SPRINKLER HEADS AS ALLOWABLE PER CODE. SPRINKLER CABINETS: FINISHED STEEL CABINET AND HINGED COVER, WITH 6 SPARE SPRINKLERS PLUS SPRINKLER WRENCH, SUITABLE FOR WALL MOUNTING. ALARM DEVICES: VERIFY IF REQUIRED. PROVIDE NEW DEVICES IF REQUIRED AS BASED ON PRE-BID FIELD INVESTIGATION. COORDINATE WITH ELECTRICAL (OR FIRE ALARM) CONTRACTOR TO PROVIDE CONNECTIONS TO FIRE ALARM SYSTEM IF REQUIRED. PIPING INSTALLATINS: DEVIATIONS FROM APPROVED "WORKING PLANS" FOR SPRINKLER PIPING REQUIRE WRITTEN APPROVAL FROM AUTHORITY WITH JURISDICTION. FILE WRITTEN APPROVAL WITH ENGINEER PRIOR TO DEVIATING FROM APPROVED "WORKING PLANS". INSTALL UNION OR FLANGE ADJACENT TO EACH VALVE. INSTALL HANGER AND SUPPORT SPACING AND LOCATIONS FOR STEEL PIPING JOINED WITH GROOVED MECHANICAL COUPLINGS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR RIGID SYSTEMS PER NFPA 13. FIELD QUALITY CONTROL: FLUSH, TEST AND INSPECT SPRINKLER PIPING SYSTEMS ACCORDING TO NFPA 13 CHAPTER "SYSTEM ACCEPTANCE". REPORT TEST RESULTS PROMPTLY AND IN WRITING TO ARCHITECT AND TO THE AUTHORITY HAVING JURISDICTION. CLEANING: CLEAN DIRT AND DEBRIS FROM SPRINKLERS. REPLACE SPRINKLERS HAVING PAINT OTHER THAN FACTORY FINISH WITH NEW SPRINKLERS. CLEANING AND REUSE OF PAINTED SPRINKLER IS PROHIBITED. SPRINKLER SYSTEM BASIS OF DESIGN: ITEM DESIGN CLASSIFICATION COORDINATE WITH ARCHITECTURAL DRAWINGS AND CLASSIFY AREAS PER NFPA TYPE ET PIPE SPRINKLER SYSTEM RECESSED SPRINKLER HEAD MANUFACTURE CENTRAL MODEL "GB", %"ORIFICE TEMPERATURE RATING 155*F UNLESS OTHERWISE NOTED STA11C PRESSURE CONTRACTOR TO OBTAIN INFORMATION RESIDUAL PRESSURE/ FLOW CONTRACTOR TO OBTAIN INFORMATION NOTES: 1. SYSTEM DESIGN SHALL BE HYDRAULICALLY CALCULATED PER NFPA-13 2. PROVIDE 200*F TEMPERATURE SPRINKLER HEADS IN THE MECHANICAL, ELECTRICAL EQUIPMENT ROOMS. 3. COORDINATE CEILING MOUNTED SPRINKLER HEADS WITH OTHER DEVICES (LIGHTS, DIFFUSERS, ACCESS PANELS, ECT.). SEE ARCHITECTURAL CEILING PLANS FOR LOCATIONS OF ALL DEVICES. 4. ALL MATERIALS AND EQUIPMENT SHALL BE UL AND/OR FACTORY MUTUAL APPROVED WHERE APPLICABLE. FLORIDA ADMINISTRATIVE CODE CHAPTER 61G15-32 NOTES 61G15-32.003 — COMMON REQUIREMENTS TO ALL FIRE PROTECTION ENGINEERING DOCUMENTS (1) THE FIRE PROTECTION SYSTEM CONTRACTOR'S SCOPE OF WORK SHALL INCLUDE THE PREPARATION AND DESIGN OF THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS AND ALL NECESSARY COMPONENTS, SYSTEMS, MATERIALS, ASSEMBLIES, EQUIPMENT AND SUPPORT SYSTEMS REQUIRED. SEE GENERAL NOTES AND NOTE (4) BELOW. (2) THE FIRE PROTECTION SYSTEM AND COMPONENTS SHALL BE TESTED IN ACCORDANCE WITH NEPA 13, 2007 EDITION. (3) SEE 61G15-32.004 (2c) BELOW. (2g) (4) THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENT'S DESIGN SHALL BE PREPARED AND DESIGNED IN ACCORDANCE AND FIRE MARSHALL CONTINUOUSLY MONITOR THE WITH NFPA 13, 2016 EDITION, 2017 FLORIDA FIRE PREVENTION CODE, 2017 FLORIDA BUILDING CODE INDUCED CORROSION. THE ENGINEER SHALL BE CHAPTER NINE FIRE PROTECTION SYSTEMS AND ALL OTHER APPLICABLE CITY, COUNTY AND STATE REGULATIONS. (5) PROVIDE PIPING SUPPORT FROM STRUCTURAL AS REQUIRED PER NFPA 13 STANDARDS. (6) THE FIRE PROTECTION SYSTEM CONTRACTOR WILL PREPARE THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS AND THEREFORE BECOME THE FIRE PROTECTION ENGINEER OF RECORD. (7) THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL VERIFY THESE REQUIREMENTS. (8) THE FIRE PROTECTION SYSTEM CONTRACTOR WILL PREPARE THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS AND THEREFORE BECOME THE FIRE PROTECTION ENGINEER OF RECORD AND WILL ASSIST THE AUTHORITY HAVING JURISDICTION. 61 G15-32.004 — DESIGN OF WATER BASED FIRE PROTECTION SYSTEMS (1) THE SYSTEM IS AN AUTOMATIC WET SPRINKLER SYSTEM — THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL VERIFY THESE REQUIREMENTS. (2a) THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL VERIFY THE POINT OF SERVICE. (2b) SEE 61G15-32.003 (4) ABOVE. (2c) THE FIRE PROTECTION SYSTEM IN THIS PROJECT SHALL COVER THESE OCCUPANCIES: OFFICE AREA: LIGHT HAZARD. STORAGE ROOMS: ORDINARY HAZARD GROUP ONE. (2d) THE FIRE PROTECTION SYSTEM CONTRACTOR'S SYSTEM LAYOUT DOCUMENTS SHALL INDICATE THE SYSTEM TYPE, DENSITIES, DEVICE TEMPERATURE RATING AND SPACING FOR EACH SEPARATE HAZARD OCCUPANCY. HYDRAULIC CALCULATIONS SHALL BE PERFORMED IN ACCORDANCE WITH NFPA 13 , 2016 EDITION, AS REQUIRED. (2e) THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL VERIFY THE WATER SUPPLY DATA. (2f) THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL VERIFY ALL FLOW TEST AND PRESSURE DATA. (2g) THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL VERIFY VALVING AND ALARM REQUIREMENTS. (2h) THE LOCAL UTILITY PURVEYOR AND FIRE MARSHALL CONTINUOUSLY MONITOR THE WATER SUPPLY FOR CONTAMINANTS WHICH MAY CAUSE MICROBIAL INDUCED CORROSION. THE ENGINEER SHALL BE NOTIFIED IF ANY CORRECTIVE MEASURE'S SHALL BE TAKEN. (2i) THE BACKFLOW PREVENTION ASSEMBLY AND METERING EQUIPMENT ARE EXISTING. THE FIRE PROTECTION SYSTEM CONTRACTOR SHALL VERIFY THESE REQUIREMENTS. (2j) ALL YARD AND INTERIOR FIRE PROTECTION COMPONENTS SHALL BE LISTED IN ACCORDANCE WITH NFPA 13, 2016 EDITION. (3) THE FIRE PROTECTION SYSTEM CONTRACTOR WILL PREPARE THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS AND THEREFORE BECOME THE FIRE PROTECTION ENGINEER OF RECORD. (4) THE FIRE PROTECTION SYSTEM CONTRACTOR WILL PREPARE THE FIRE PROTECTION SYSTEM LAYOUT DOCUMENTS AND THEREFORE BECOME THE FIRE PROTECTION ENGINEER OF RECORD. °• Pio-72-093 •� � e i r -)3STPTE OF 4�1 .g�B/tEEdi�•t`'` REVISION SCHEDULE # DESCRIPTION DATE PERMIT SET 05-24-18 DRAWN PC CHECKED FA DATE 05/24/18 SCALE As indicated JOB NO. EPG16156 SHEET FS,3