data 019 005 037 057 079 089 concept process documentation programming
consensus
laura gabel [professional portfolio]
Enclosed in this book is a curated collection of the professional products that are most purely and uniquely “me” . . .
despite collaboration being a wonderful and significant part of my endeavors included and not included here, this book is meant to showcase materials where my voice stands out the strongest.
The sampled work is classified into six passion areas of mine, but in reality, the lines between these categories are blurred, as are so many things in the magnificent profession that is architecture.
programming
FUTURE BUILDING PROGRAM
ANIMAL HABITAT QUANTITIES
DOG
340 historic peak dogs handled annually
x 7 average on-site stay
2,380 kennel days
÷ 30 days/month
79 dogs handled monthly
÷ 4 weeks/month
20 typical dog capacity
x 1.3 to account for peak
26 dogs
x 2.0 to account for uncontrollable mix of large:small, sick:well, adoptable:not
49 dogs
cook county factor
CAT
301 historic peak cats handled annually
x 7 average on-site stay
2,107 kennel days
÷ 30 days/month
70 cats handled monthly
÷ 4 weeks/month
18 typical cat capacity
x 1.3 to account for peak
24 cats
x 1.75 to account for uncontrollable mix of sick:well, adoptable:not, co-habitable:not
42
new facility traffic factor
+ + + + = designed capacity business as usual
post-covid adjustment
human population growth factor shelter population trends factor
6 16 PROGRAM
PROVIDED FOR DOG PROVIDED FOR CAT
LARGE, ADOPTION 12 LARGE, HOLDING 10 SMALL, ADOPTION 12 SMALL, HOLDING 3 ISOLATED 49 TOTAL + 8 MATERNITY 12 CAGE, ADOPTION 12 COLONY, ADOPTION 12 CAGE, HOLDING 6 ISOLATED 42 TOTAL new facility length of stay factor
cats 12
EXPANSION
FUTURE BUILDING PROGRAM PROGRAM ADJACENCY DIAGRAM
EVANSTON ANIMAL SHELTER
FRONTOFHOUSE L2, L3 L2, L3 L2, L3
L3 L2, L3 L1, L2, L3 L2, L3 L2, L3 L2, L3
BACK OFHOUSE L1, L2, L3
GRAPHIC SCALE L1, L2, L3 VOLUNTEER ACCESS LEVEL WATER/FP DOG RUN GET ACQUAINTED YARD GENERATOR ROOFTOP AIR HANDLERS / / Comm. No. / PROGRAM MATRIX 05/20/21 Author: L. YUAN 16015
ADOPTION ADMIN OPERATIONAL SUPPORT HABITATS INTAKE ANIMAL SERVICES PUBLIC VOLUNTEER EASA & COE STAFF ANIMAL CONTROL GET ACQUAINTED PATIO /COVERED DOG RUN LOBBY VEST. DOG GA EDUCATION TRAINING RM CAT COLONY CAT GA DOG ADOPTION OFFICE IT ROOM BREAK ROOM & LOCKERS PUBLIC RECEIVING GENDER NEUTRAL RESTROOMS J.C. ELEC. LAUNDRY STORAGE STORAGE FOOD PREP STORAGE SPAY NEUTER, PRE & POST-OP DOG ISO. DOG HOLDING CAT HOLDING CAT ISO. MATERNITY FREEZER SALLY PORT CAT CAGES DOG RUN GET ACQUAINTED YARD DOG INTAKE GROOM CAT INTAKE GROOM DOG ISO. FOOD PANTRY STORAGE L3 L2, L3 L3 L2, L3 L2, L3 L2, L3 L2, L3 L2, L3 L2, L3 L2, L3 L2, L3 L1, L2, L3
FRONTOFHOUSE
FRONTOFHOUSE *FOCUS & PRIVACY FOR MEDICAL PROCEDURES *FOCUS & PRIVACY FOR MEDICAL PROCEDURES
*PRIVATE CONVERSATIONS & MONEY HANDLING INTERIOR CONDITIONED PROGRAM INTERIOR NON-CONDITIONED PROGRAM EXTERIOR PROGRAM ACCESS CAT PROGRAM DOG PROGRAM STERILE CONDITION FOR MEDICAL USE SPECIAL PRIVACY CONCERNS
BACK
BACK OFHOUSE *ACCESSED W/ PRIVACY
*LIST OF EXCLUDED PROGRAM INCLUDES: ADOPTION COUNSELING SPACE, SEPARATE STAFF RESTROOMS, COVERED OUTDOOR KENNELS, DEDICATED WILDLIFE ROOM, AND WALK-IN FREEZER, CORRIDORS
evanston animal shelter [program diagram & quantification] 7 PRE-DESIGN STUDY 01.20.2022 INTERIOR CONDITIONED PROGRAM INTERIOR NON-CONDITIONED PROGRAM EXTERIOR PROGRAM ACCESS CAT PROGRAM DOG PROGRAM STERILE CONDITION FOR MEDICAL USE SPECIAL PRIVACY CONCERNS * LEGEND XXX 5' 10' 20' 40' GRAPHIC SCALE L1, L2, L3 VOLUNTEER ACCESS LEVEL / EVANSTON ANIMAL ADOPTION ADMIN OPERATIONAL SUPPORT HABITATS INTAKE ANIMAL SERVICES BACK OFHOUS FRONTOFHOUSE INTERIOR CONDITIONED PROGRAM INTERIOR NON-CONDITIONED PROGRAM EXTERIOR PROGRAM ACCESS CAT PROGRAM DOG PROGRAM STERILE CONDITION FOR MEDICAL USE SPECIAL PRIVACY CONCERNS LEGEND XXX 5' 10' 20' 40' GRAPHIC SCALE L1, L2, L3 VOLUNTEER ACCESS LEVEL / EVANSTON ANIMAL SHELTER RENOVATION AND EXPANSION
01.20.2022 15 PROGRAM ADOPTION ADMIN OPERATIONAL SUPPORT HABITATS INTAKE ANIMAL SERVICES PUBLIC VOLUNTEER EASA & COE STAFF ANIMAL CONTROL GET ACQUAINTED PATIO /COVERED DOG RUN LOBBY VEST. DOG GA EDUCATION TRAINING RM CAT COLONY CAT GA DOG ADOPTION OFFICE IT ROOM BREAK ROOM & LOCKERS PUBLIC RECEIVING GENDER NEUTRAL RESTROOMS J.C. ELEC. LAUNDRY STORAGE STORAGE FOOD PREP STORAGE SPAY NEUTER, PRE & POST-OP DOG ISO. DOG HOLDING CAT HOLDING CAT ISO. MATERNITY FREEZER SALLY PORT CAT CAGES DOG RUN GET ACQUAINTED YARD DOG INTAKE GROOM CAT INTAKE GROOM DOG ISO. FOOD PANTRY STORAGE L3 L2, L3 L3 L2, L3 L2, L3 L2, L3 L2, L3 L2, L3 L2, L3 L2, L3 L2, L3 L1, L2, L3
FUTURE BUILDING PROGRAM PROGRAM ADJACENCY DIAGRAM L3 L2, L3
LEGEND XXX 5' 10' 20' 40'
BACK OFHOUSE FRONTOFHOUSE *ACCESSED W/ PRIVACY *FOCUS & PRIVACY FOR MEDICAL PROCEDURES *FOCUS & PRIVACY FOR MEDICAL PROCEDURES *PRIVATE CONVERSATIONS & MONEY HANDLING INTERIOR CONDITIONED PROGRAM INTERIOR NON-CONDITIONED PROGRAM EXTERIOR PROGRAM ACCESS CAT PROGRAM DOG PROGRAM STERILE CONDITION FOR MEDICAL USE SPECIAL PRIVACY CONCERNS LEGEND XXX 5' 10' 20' 40'
OFHOUSE
GRAPHIC SCALE L1, L2, L3 VOLUNTEER ACCESS LEVEL WATER/FP DOG RUN GET ACQUAINTED YARD GENERATOR ROOFTOP AIR HANDLERS / / Comm. No. / PROGRAM MATRIX 05/20/21 Author: L. YUAN 16015 EVANSTON ANIMAL
RENOVATION AND
*LIST OF EXCLUDED PROGRAM INCLUDES: ADOPTION COUNSELING SPACE, SEPARATE STAFF RESTROOMS, COVERED OUTDOOR KENNELS, DEDICATED WILDLIFE ROOM, AND WALK-IN FREEZER, CORRIDORS
SHELTER
ACADEMIC
ACADEMIC CORE
SPECIAL EDUCATION
MEDIA CENTER
VISUAL ARTS
MUSIC
TECHNOLOGY EDUCATION
FAMILY & CONSUMER SCIENCE
STUDENT DINING
ADMINISTRATIVE PHYSICAL EDUCATION & ATHLETICS
BUILDING SERVICES
FOOD SERVICES
CUSTODIAL
MECHANICAL CIRCULATION
8 / / Comm. No. NEW PK-12 SPACES BY HPLE PROGRAM CATEGORY 10/05/22 15984 CRESTVIEW LOCAL SCHOOLS
1" = 80'-0"
GROUND FLOOR PLAN
/ / Comm. No. NEW PK-12 SPACES BY HPLE PROGRAM CATEGORY 09/16/22 15984 CRESTVIEW LOCAL SCHOOLS
1" = 80'-0"
GROUND FLOOR PLAN
SPACES BY HPLE PROGRAM CATEGORY
1,088 SF PRE-K CLASSROOM E-AC-1 1,097 SF KINDERGARTEN CLASSROOM E-AC-1 1,097 SF KINDERGARTEN CLASSROOM E-AC-1 1,097 SF KINDERGARTEN CLASSROOM E-AC-1 1,097 SF KINDERGARTEN CLASSROOM E-AC-1 1,088 SF PRE-K CLASSROOM E-AC-1 56 SF KINDERGARTEN RESTROOM E-AC-2 56 SF KINDERGARTEN RESTROOM E-AC-2 56 SF KINDERGARTEN RESTROOM E-AC-2 56 SF KINDERGARTEN RESTROOM E-AC-2 56 SF KINDERGARTEN RESTROOM E-AC-2 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 839 SF TEACHER PREP/WORKROOM E-AC-5 118 SF PREP ROOM E-AC-4.5 2,103 SF ES ELA2,209 SF ES ELA826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 935 SF SCIENCE LAB M-AC-3 935 SF SCIENCE LAB M-AC-3 935 SF SCIENCE LAB M-AC-3 45 SF INSTRUCTIONAL MATERIAL STORAGE M-AC-6 59 SF INDIVIDUAL RESTROOM M-AC-5 59 SF INDIVIDUAL RESTROOM M-AC-5 2,171 SF HS ELA822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 1,015 SF SCI CLASSROOM GEN/PHY H-AC-2 1,200 SF SCI CLASSROOM CHEM H-AC-3 118 SF PREP ROOM H-AC-5 59 SF INDIVIDUAL RESTROOM H-AC-7 59 SF INDIVIDUAL RESTROOM H-AC-7 45 SF INSTRUCTIONAL MATERIAL STORAGE H-AC-10 118 SF PREP ROOM H-AC-5 116 SF SMALL GROUP ROOM H-AC-9 116 SF SMALL GROUP ROOM H-AC-9 116 SF SMALL GROUP ROOM H-AC-9 116 SF SMALL GROUP ROOM H-AC-9 1,887 SF HS ELA315 SF WORKROOM CONFERENCE E/M/H-SE-2 315 SF WORKROOM CONFERENCE E/M/H-SE-2 997 SF READING ROOM CIRCULATION E-MC-1 72 SF MEDIA SPECIALIST OFFICE H-MC-2 150 SF WORKROOM STORAGE E-MC-3 231 SF MAIN CONTROL/EQUIP. ROOM H-MC-4 106 SF CONFERENCE ROOM H-MC-5 410 SF MULTIMEDIA PRODUCTION ROOM H-MC-6 1,022 SF ELEMENTARY ART ROOM E-VA-1 144 SF ART MATERIAL STORAGE H-VA-3 115 SF ART MATERIAL STORAGE E-VA-3 115 SF KILN/CERAMIC STORAGE H-VA-2 125 SF ART MATERIAL STORAGE M-VA-3 997 SF HIGH SCHOOL ART ROOM H-VA-1 850 SF MUSIC ROOM E-MU-1 1,668 SF INSTRUMENT ROOM H-MU-1 224 SF INSTRUMENT STORAGE H-MU-2 138 SF INSTRUMENTAL MUSIC LIBRARY H-MU-4 144 SF UNIFORM STORAGE H-MU-5 902 SF VOCAL ROOM H-MU-6 132 SF VOCAL STORAGE H-MU-7 179 SF ENSEMBLE ROOM H-MU-9 72 SF PRACTICE ROOM H-MU-9 12,064 SF PERFORMANCE GYMNASIUM H-PE-1 80 SF PE/ATHLETIC OFFICE M-PE-3 308 SF MS STUDENT LOCKER ROOM M-PE-5 308 SF MS STUDENT LOCKER ROOM M-PE-5 308 SF MS STUDENT RESTROOM/SHOWER M-PE-6 308 SF MS STUDENT RESTROOM/SHOWER M-PE-6 9,742 SF AUXILARY GYMNASIUM H-PE-2 309 SF HS STUDENT LOCKER ROOM H-PE-3 309 SF HS STUDENT LOCKER ROOM H-PE-3 238 SF PE STORAGE H-PE-5 80 SF PE/ATHLETIC OFFICE H-PE-6 117 SF ATHLETIC DIRECTOR'S OFFICE H-PE-8 57 SF STAFF SHOWER H-PE-7 84 SF LOBBY SERVICES H-PE-9 5,013 SF STUDENT DINING E/M/H-SD-1 681 SF STAFF DINING E/M/H-SD-3 H-SD-7 313 SF TABLE STORAGE E/M/H-SD-4 1,003 SF MODULAR TECHNOLOGY MAKER H-TE-1 1,565 SF MODULAR TECHNOLOGY LAB M-TE-1a 101 SF MOD TECH STORAGE H-TE-2 101 SF MOD TECH STORAGE H-TE-2 2,550 SF OTHER KITCHEN E/M/H-FS-1 74 SF DIETICIAN OFFICE E/M/H-FS-2 81 SF LOCKER ROOM E/M/H-FS-3 56 SF PRE-K RESTROOM E-AC-2 47 SF PRE-K RESTROOM E-AC-2 384 SF GYM STORAGE M-PE-7 5,799 SF MULTIPURPOSE GYM DINING E-PE-1 5,337 SF TRACK1,200 SF SCI CLASSROOM BIO H-AC-4 1,015 SF STEM CLASSROOM H-AC-2 822 SF HIGH SCHOOL CLASSROOM H-AC-1 119 SF MEDIA SPECIALIST OFFICE E-MC-2 72 SF TECH OFFICE H-MC-2.5 57 SF STAFF SHOWER H-PE-7 98 SF COACHES OPEN OFFICE859 SF LIFE SKILLS LAB H-FCS-1 190 SF LIFE SKILLS STORAGE H-FCS-2 973 SF SCIENCE LAB E-AC-3 973 SF SCIENCE LAB E-AC-4 973 SF SCIENCE LAB E-AC-4 973 SF SCIENCE LAB E-AC-4 973 SF SCIENCE LAB E-AC-4 59 SF INDIVIDUAL RESTROOM E-AC-6 118 SF PREP ROOM E-AC-4.5 59 SF INDIVIDUAL RESTROOM E-AC-6 45 SF INSTRUCTIONAL MATERIAL STORAGE E-AC-7 102 SF SMALL GROUP ROOM E-AC-8 116 SF SMALL GROUP ROOM M-AC-7 116 SF SMALL GROUP ROOM M-AC-7 116 SF SMALL GROUP ROOM M-AC-7 116 SF SMALL GROUP ROOM M-AC-7 315 SF WORKROOM CONFERENCE E/M/H-SE-2 315 SF WORKROOM CONFERENCE E/M/H-SE-2 902 SF MEDIA LOUNGE H-MC-1 106 SF CONFERENCE ROOM H-MC-5 162 SF WORKROOM STORAGE E-MC-3 1,022 SF MIDDLE SCHOOL ART ROOM M-VA-1 81 SF VOCAL OFFICE H-MU-6.1 83 SF INSTRAMENTAL OFFICE H-MU-1.1 261 SF MULTIPURPOSE STORAGE E-PE-2 91 SF ES PE/ATHLETIC OFFICE98 SF FOOTBALL OFFICE651 SF FOOT BALL LOCKERS186 SF FOOTBALL RESTROOMS135 SF FOOTBALL SHOWERS1,160 SF WEIGHT ROOM127 SF WEIGHT STORAGE238 SF PE STORAGE H-PE-5 197 SF HS TEAM ROOM H-PE-3.1 197 SF HS TEAM ROOM H-PE-3.1 84 SF LOBBY SERVICES H-PE-9 363 SF TABLE STORAGE H-SD-8 485 SF HS COMMONS102 SF CONCESSIONS H-FCS-1.5 133 SF LAUNDRY H-FCS-3 70 SF MOD TECH LFI GROSSING M-TE-1a 57 SF RESTROOM E/M/H-FS-3 320 SF HS STUDENT RESTROOM/SHOWER H-PE-4 320 SF HS STUDENT RESTROOM/SHOWER H-PE-4 407 SF RECEPTION AREA E/M/H-AD-1 407 SF RECEPTION AREA E/M/H-AD-1 377 SF SECRETARIAL AREA E/M/H-AD-2 377 SF SECRETARIAL AREA E/M/H-AD-2 146 SF PRINCIPALS OFFICE E/M/H-AD-3 146 SF PRINCIPALS OFFICE E/M/H-AD-3 146 SF PRINCIPALS OFFICE E/M/H-AD-3 144 SF ASSISTANT PRINCIPALS OFFICE E/M/H-AD-4 144 SF ASSISTANT PRINCIPALS OFFICE E/M/H-AD-4 111 SF CONFERENCE ROOM E/M/H-AD-5 111 SF CONFERENCE ROOM E/M/H-AD-5 580 SF MAIL/WORK/COPY ROOM E/M/H-AD-6 95 SF ADMINISTRATIVE STORAGE E/M/H-AD-8 160 SF VAULT RECORDS STORAGE E/M/H-AD-8 49 SF RESTROOM E/M/H-AD-10 49 SF RESTROOM E/M/H-AD-10 77 SF MOTHERS ROOM E/M/H-AD-10.5 100 SF GUIDANCE COUNCELORS OFFICE E/M/H-AD-11 100 SF GUIDANCE COUNCELORS OFFICE E/M/H-AD-11 126 SF GUIDANCE RECORDS STORAGE E/M/H-AD-12 326 SF GUIDANCE CONFERENCE ROOM E/M/H-AD-13 270 SF MS/HS CLINIC E/M/H-AD-15 76 SF SRO E/M/H-AD-4.5 100 SF GUIDANCE COUNCELORS OFFICE E/M/H-AD-11 95 SF ADMINISTRATIVE STORAGE E/M/H-AD-8 49 SF RESTROOM E/M/H-AD-10 270 SF ES CLINIC E/M/H-AD-15 118 SF CLINIC RESTROOM E/M/H-AD-15.5 46 SF DISTRICT OFFICE STORAGE178 SF DISTRICT OFFICE CONFERENCE94 SF DISTRICT OFFICE ADMIN194 SF DISTRICT OFFICE SUPER176 SF DISTRICT OFFICE TREASURER50 SF DISTRICT OFFICE RESTROOM46 SF DISTRICT OFFICE VAULT46 SF DISTRICT OFFICE STORAGE301 SF DISTRICT OFFICE GROSSING94 SF DISTRICT OFFICE ADMIN253 SF DISTRICT OFFICE CORRIDOR102 SF DISTRICT OFFICE KITCHENETTE26 SF PAC DOMESTIC WATER SERVICE46 SF DISTRICT OFFICETELECOM CLOSET1,892 SF ELA189 SF SMALL GROUP ROOM E-AC-8 1,927 SF MS ELA2,212 SF MS ELA180 SF CHEM PREP ROOM E-AC-8 180 SF BIO PREP ROOM E-AC-8 315 SF WORKROOM CONFERENCE E/M/H-SE-2 315 SF WORKROOM CONFERENCE E/M/H-SE-2 315 SF WORKROOM CONFERENCE E/M/H-SE-2 101 SF DRUM STORAGE H-MU-5 361 SF CUSTODIAL WORKROOM E/M/H-CU-1 96 SF CUSTODIAL OFFICE E/M/H-CU-2 414 SF GROUP RESTROOM HS WING 1 E/M/H-BS-1 51 SF CUSTODIAL CLOSET E/M/H-BS-2 54 SF A/V CLOSET E/M/H-BS-4 244 SF STORAGE AREA E/M/H-BS-7 132 SF CENTRAL STORAGE E/M/H-BS-2 132 SF LOADING/RECEIVING AREA E/M/H-BS-2 45 SF ELECTRICAL CLOSET E/M/H-BS-3 47 SF ELECTRICAL CLOSET E/M/H-BS-3 52 SF ELECTRICAL CLOSET E/M/H-BS-3 60 SF ELECTRICAL CLOSET E/M/H-BS-3 72 SF ELECTRICAL CLOSET E/M/H-BS-3 45 SF TCOM ROOM E/M/H-BS-4 45 SF TCOM ROOM E/M/H-BS-4 87 SF TCOM ROOM E/M/H-BS-4 47 SF TCOM ROOM E/M/H-BS-4 54 SF TCOM ROOM E/M/H-BS-4 945 SF MAIN MECHANICAL ROOM E/M/H-BS-6 548 SF LARGE GROUP RESTROOM SOUTH E/M/H-BS-1 1,270 SF LARGE GROUP RESTROOM NORTH E/M/H-BS-1 51 SF SINGLE USER RESTROOM E/M/H-BS-2 89 SF ELECTRICAL CLOSET E/M/H-BS-3 147 SF RECYCLING ROOM E/M/H-BS-2 1,097 SF KINDERGARTEN CLASSROOM E-AC-1 414 SF GROUP RESTROOM HS WING 2 E/M/H-BS-1 414 SF GROUP RESTROOM ES WING E/M/H-BS-1 414 SF GROUP RESTROOM ES WING E/M/H-BS-1 414 SF GROUP RESTROOM MS WING E/M/H-BS-1 414 SF GROUP RESTROOM MS WING E/M/H-BS-1 358 SF GROUP RESTROOM PK/K WING E/M/H-BS-1 111 SF CONFERENCE ROOM E/M/H-AD-5 111 SF CONFERENCE ROOM E/M/H-AD-5 1,406 SF SERVING AREA E/M/H-FS-1b 545 SF MAIN ELECTRICAL ROOM E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 CORRIDOR: 30,812 SF 136 SF ITINERANT OFFICE E/M/H-AD-16 58 SF INDIVIDUAL RESTROOM E/M/H-SE-3 58 SF INDIVIDUAL RESTROOM E/M/H-SE-3 PHYSICAL EDUCATION ATHLETICS -40,052 SF PRE-K -2,279 SF KINDERGARTEN -7,656 SF ELEMENTARY -23,323 SF MIDDLE SCHOOL -15,241 SF HIGH SCHOOL -19,339 SF SPECIAL ED -2,321 SF ADMIN -7,384 SF MEDIA CENTER -3,327 SF MEDIA ARTS -3,540 SF TECHNOLOGY EDUCATION -2,840 SF MUSIC & INSTRUMENTAL -4,574 SF DINING -6,855 SF FAMILY & CONSUMER SCIENCE -1,284 SF SERVICES -43,654 SF FOOD SERVICE -4,168 SF ACADEMICADMINPE ATHLETICS SERVICES crestview pk-12 [program bedsheet] 9
(FOI)COMMUN.&HUMANITIES(FOI)EDUC.&SOCSCIENCES(FOI)LEGALSTUD.&PUBLSAFE.(FOI)SCIENCE&MATH
LEARNINGCHILDREN'SCENTERS
STUDENT-FACULTYMEETINGSPACES (FOI)ADULTBASICEDUC./GED/ESL
(FOI)COMMUN.&HUMANITIES(FOI)EDUC.&SOCSCIENCES(FOI)LEGALSTUD.&PUBLSAFE.(FOI)SCIENCE&MATH
SUPPORTSERVICES
COUNSELING/ADVISING/TRANSFER ENROLLMENTSERVICES
ADMISSIONSENROLLMENTSERVICES:
COLLEGEFOUNDATION/ ALUMNIRELATIONS
10
COMMUNITY ADMIN FACULTY STAFF WORKFORCE & PROFESSIONAL DEV ADMINISTRATIVE AFFAIRS BUSINESS SERVICES & FINANCE RESOURCESHUMANSERVICESCAMPUS PURCHASING & CONTRACTS FOODSERVICES: OPERATIONS SERVICESAUXILIARY FACILITIES ADMINISTRATION IT:OTHER IT:EDUCATIONAL TECHNOLOGY TLETC IT: TECH SUPPORT ACADEMICSUCCESS
BOOKSTORE PRESIDENT'S OFFICE CONFERENCE SPACES FOOD SERVICES: CAFE WILLOW ATHLETICS PHYSICAL ACTIVITY CENTERSUSTAIN LIBRARY JLC/ PERFORMING ARTS AFFAIRSEDUCATIONAL STUDENTACCOUNTING POLICE DEPARTMENT
STUDENTS
TUTORINGCENTER
STUDENTDEVELOPMENT (LANCER)
OTHER TESTING TRiO-STUDENT
HEALTHSERVICES
STUDENT ACTIVITIES STUDYSPACES SOCIALSPACES
RESOURCESTUDENTCENTER
(FOI) ENTERTAIN.ARTS, & HOSPITALITY ITBUSINESS(FOI)
HORTSUSTAIN(FOI) GENERAL CLASSROOM (FOI) MANUF, ENG, & ADV TECH (FOI) WELLNESS& HEALTH SCIENCES
ILLINOIS GREEN ECONOMY NETWORK (IGEN) PUBLICRELATIONSMARKETING
&RECRUITMENT DUAL CREDIT/COLLEGE READINESS COMMUNITYPROGRAMMING UNIVERSITY PARTNERSHIPS FINANCE DEPARTMENT INSTITUTE FOR EFFECTIVENESS PLANNING (IEPR) COMMUNITYPARTNERSHIPSWORKFORCEPLACEMENTCAREER&JOBCENTER COMMUNITY ADMIN FACULTY STAFF STUDENTS legend site feature user group neighborhood or piece of program project idea connected by project idea established functional adjacency potential for collaboration front door (community) front door (student) user group key college of lake county grayslake campus ideal adjacencies 756 757 STUDENTS COMMUNITY ADMIN FACULTY STAFF WORKFORCE & PROFESSIONAL DEV ADMINISTRATIVE AFFAIRS BUSINESS SERVICES & FINANCE RESOURCESHUMANSERVICESCAMPUS PURCHASINGCONTRACTS FOODSERVICES: OPERATIONS SERVICESAUXILIARY FACILITIES ADMINISTRATION IT:OTHER IT:EDUCATIONAL TECHNOLOGY TLETC IT: TECH SUPPORT ACADEMICSUCCESS TUTORINGCENTER BOOKSTORE PRESIDENT'S OFFICE CONFERENCE SPACES FOOD SERVICES: CAFE WILLOW ATHLETICS PHYSICAL ACTIVITY CENTERSUSTAIN LIBRARY JLC/ PERFORMING ARTS AFFAIRSEDUCATIONAL STUDENTACCOUNTING POLICE DEPARTMENT STUDENTDEVELOPMENT (LANCER) COUNSELING/ADVISING/TRANSFER ENROLLMENTSERVICES OTHER TESTING TRiO-STUDENT SUPPORTSERVICES LEARNINGCHILDREN'SCENTERS HEALTHSERVICES RESOURCESTUDENTCENTER STUDENT ACTIVITIES STUDYSPACES SOCIALSPACES
(FOI) HOSPITALITYENTERTAIN.ARTS, &BUSINESS(FOI) IT (FOI)COMMUN.&HUMANITIES(FOI)EDUC.&SOCSCIENCES
&SUSTAIN(FOI) HORT GENERAL CLASSROOM (FOI) MANUF, ENG, & ADV TECH (FOI) WELLNESS& HEALTH SCIENCES COLLEGEFOUNDATION/ ALUMNIRELATIONS ILLINOIS GREEN ECONOMY NETWORK (IGEN) PUBLICRELATIONS & MARKETING ADMISSIONSENROLLMENTSERVICES: &RECRUITMENT DUAL CREDIT/COLLEGE READINESS COMMUNITYPROGRAMMING UNIVERSITY PARTNERSHIPS FINANCE DEPARTMENT INSTITUTE FOR EFFECTIVENESS PLANNING (IEPR) COMMUNITYPARTNERSHIPSWORKFORCEPLACEMENTCAREER&JOBCENTER COMMUNITY ADMIN FACULTY STAFF STUDENTS legend site feature user group neighborhood or piece of program project idea connected by project idea established functional adjacency potential for collaboration front door (community) front door (student) user group key college of lake county grayslake campus ideal adjacencies 758 759 STUDENTS COMMUNITY ADMIN FACULTY STAFF WORKFORCE & PROFESSIONAL DEV ADMINISTRATIVE AFFAIRS BUSINESS SERVICES FINANCE RESOURCESHUMANSERVICESCAMPUS PURCHASING & CONTRACTS FOODSERVICES: OPERATIONS SERVICESAUXILIARY FACILITIES ADMINISTRATION IT:OTHER IT:EDUCATIONAL TECHNOLOGY TLETC IT: TECH SUPPORT ACADEMICSUCCESS TUTORINGCENTER BOOKSTORE PRESIDENT'S OFFICE CONFERENCE SPACES FOOD SERVICES: CAFE WILLOW ATHLETICS PHYSICAL ACTIVITY CENTERSUSTAIN LIBRARY JLC/ PERFORMING ARTS AFFAIRSEDUCATIONAL STUDENTACCOUNTING POLICE DEPARTMENT STUDENTDEVELOPMENT (LANCER) COUNSELING/ADVISING/TRANSFER ENROLLMENTSERVICES-OTHER TESTING TRiO-STUDENT SUPPORTSERVICES LEARNINGCHILDREN'SCENTERS HEALTHSERVICES RESOURCESTUDENTCENTER STUDENT ACTIVITIES STUDYSPACES SOCIALSPACES
(FOI) ENTERTAIN.ARTS, & HOSPITALITY &BUSINESS(FOI) IT
&SUSTAIN(FOI) HORT GENERAL CLASSROOM (FOI) MANUF, ENG, ADV TECH (FOI) WELLNESS& HEALTH SCIENCES
ILLINOIS GREEN ECONOMY NETWORK (IGEN) PUBLICRELATIONSMARKETING ADMISSIONSENROLLMENTSERVICES: &RECRUITMENT DUAL CREDIT/COLLEGE READINESS COMMUNITYPROGRAMMING UNIVERSITY PARTNERSHIPS FINANCE DEPARTMENT INSTITUTE FOR EFFECTIVENESS PLANNING (IEPR) COMMUNITYPARTNERSHIPSWORKFORCEPLACEMENTCAREER&JOBCENTER COMMUNITY ADMIN FACULTY STAFF STUDENTS legend site feature user group neighborhood or piece of program project idea connected by project idea established functional adjacency potential for collaboration front door (community) front door (student) user group key college of lake county grayslake campus ideal adjacencies 760 761 STUDENTS COMMUNITY ADMIN FACULTY STAFF WORKFORCE & PROFESSIONAL DEV ADMINISTRATIVE AFFAIRS BUSINESS SERVICES & FINANCE RESOURCESHUMANSERVICESCAMPUS PURCHASING & CONTRACTS FOODSERVICES: OPERATIONS SERVICESAUXILIARY FACILITIES ADMINISTRATION IT:OTHER IT:EDUCATIONAL TECHNOLOGY TLETC IT: TECH SUPPORT ACADEMICSUCCESS TUTORINGCENTER BOOKSTORE PRESIDENT'S OFFICE CONFERENCE SPACES FOOD SERVICES: CAFE WILLOW ATHLETICS PHYSICAL ACTIVITY CENTERSUSTAIN LIBRARY JLC/ PERFORMING ARTS AFFAIRSEDUCATIONAL STUDENTACCOUNTING POLICE DEPARTMENT STUDENTDEVELOPMENT (LANCER) COUNSELING/ADVISING/TRANSFER ENROLLMENTSERVICES OTHER TESTING TRiO-STUDENT SUPPORTSERVICES LEARNINGCHILDREN'SCENTERS HEALTHSERVICES RESOURCESTUDENTCENTER STUDENT ACTIVITIES STUDYSPACES SOCIALSPACES STUDENT-FACULTYMEETINGSPACES (FOI)ADULTBASICEDUC./GED/ESL (FOI) ENTERTAIN.ARTS, & HOSPITALITY ITBUSINESS(FOI) (FOI)COMMUN.&HUMANITIES(FOI)EDUC.&SOCSCIENCES(FOI)LEGALSTUD.&PUBLSAFE.(FOI)SCIENCE&MATH HORTSUSTAIN(FOI) GENERAL CLASSROOM (FOI) MANUF, ENG, & ADV TECH (FOI) WELLNESS& HEALTH SCIENCES COLLEGEFOUNDATION/ ALUMNIRELATIONS ILLINOIS GREEN ECONOMY NETWORK (IGEN) PUBLICRELATIONSMARKETING ADMISSIONSENROLLMENTSERVICES: &RECRUITMENT DUAL CREDIT/COLLEGE READINESS COMMUNITYPROGRAMMING UNIVERSITY PARTNERSHIPS FINANCE DEPARTMENT INSTITUTE FOR EFFECTIVENESS PLANNING (IEPR) COMMUNITYPARTNERSHIPSWORKFORCEPLACEMENTCAREER&JOBCENTER COMMUNITY ADMIN FACULTY STAFF STUDENTS legend site feature user group neighborhood or piece of program project idea connected by project idea established functional adjacency potential for collaboration front door (community) front door (student) user group key college of lake county grayslake campus ideal adjacencies 762 763
COMMUNITY ADMIN FACULTY STAFF WORKFORCE & PROFESSIONAL DEV ADMINISTRATIVE AFFAIRS BUSINESS SERVICES & FINANCE RESOURCESHUMANSERVICESCAMPUS PURCHASING & CONTRACTS FOODSERVICES: OPERATIONS SERVICESAUXILIARY FACILITIES ADMINISTRATION IT:OTHER IT:EDUCATIONAL TECHNOLOGY TLETC IT: TECH SUPPORT ACADEMICSUCCESS TUTORINGCENTER BOOKSTORE PRESIDENT'S OFFICE CONFERENCE SPACES FOOD SERVICES: CAFE WILLOW ATHLETICS PHYSICAL ACTIVITY CENTERSUSTAIN LIBRARY JLC/ PERFORMING ARTS AFFAIRSEDUCATIONAL STUDENTACCOUNTING POLICE DEPARTMENT STUDENTDEVELOPMENT (LANCER) COUNSELING/ADVISING/TRANSFER ENROLLMENTSERVICES OTHER TESTING TRiO-STUDENT SUPPORTSERVICES LEARNINGCHILDREN'SCENTERS HEALTHSERVICES RESOURCESTUDENTCENTER STUDENT ACTIVITIES STUDYSPACES SOCIALSPACES STUDENT-FACULTYMEETINGSPACES (FOI)ADULTBASICEDUC./GED/ESL (FOI) ENTERTAIN.ARTS, & HOSPITALITY &BUSINESS(FOI) IT (FOI)COMMUN.&HUMANITIES(FOI)EDUC.&SOCSCIENCES(FOI)LEGALSTUD.&PUBLSAFE.(FOI)SCIENCE&MATH &SUSTAIN(FOI) HORT GENERAL CLASSROOM (FOI) MANUF, ENG, & ADV TECH
ILLINOIS GREEN ECONOMY NETWORK (IGEN) PUBLICRELATIONS & MARKETING
DUAL CREDIT/COLLEGE READINESS COMMUNITYPROGRAMMING UNIVERSITY PARTNERSHIPS FINANCE DEPARTMENT INSTITUTE FOR EFFECTIVENESS PLANNING (IEPR)
COMMUNITY ADMIN FACULTY STAFF STUDENTS legend site feature user group neighborhood or piece of program project idea connected by project idea established functional adjacency potential for collaboration front door (community) front door (student) user group key college of lake county grayslake campus ideal adjacencies 764 765
STUDENT-FACULTYMEETINGSPACES (FOI)ADULTBASICEDUC./GED/ESL
(FOI)LEGALSTUD.&PUBLSAFE.(FOI)SCIENCE&MATH
STUDENT-FACULTYMEETINGSPACES (FOI)ADULTBASICEDUC./GED/ESL
COLLEGEFOUNDATION/ ALUMNIRELATIONS
STUDENTS
(FOI) WELLNESS& HEALTH SCIENCES COLLEGEFOUNDATION/ ALUMNIRELATIONS
ADMISSIONSENROLLMENTSERVICES: &RECRUITMENT
COMMUNITYPARTNERSHIPSWORKFORCEPLACEMENTCAREER&JOBCENTER
STUDENT ACTIVITIES
SOCIALSPACES
STUDYSPACES
LEARNINGCHILDREN'SCENTERS
STUDENT-FACULTYMEETINGSPACES (FOI)ADULTBASICEDUC./GED/ESL
(FOI)COMMUN.&HUMANITIES(FOI)EDUC.&SOCSCIENCES(FOI)LEGALSTUD.&PUBLSAFE.(FOI)SCIENCE&MATH
TESTING
RESOURCESTUDENTCENTER
TRiO-STUDENT SUPPORTSERVICES
COUNSELING/ADVISING/TRANSFER
FOODSERVICES:
ENROLLMENTSERVICES-OTHER
STUDENTDEVELOPMENT (LANCER)
STUDENTACCOUNTING
HEALTHSERVICES
STUDENTS COMMUNITY ADMIN FACULTY
FACULTY DEVELOPMENT CENTER STUDENT CENTER CONFERENCE CENTER SUSTAINABILITY HUB HEALTH & WELLNESS CENTER ADVANCED TECHNOLOGY CENTER NON-TRADITIONAL STUDENT AMENITIES WORKFORCE & PROFESSIONAL DEV ADMINISTRATIVE AFFAIRS BUSINESS SERVICES & FINANCE SERVICESCAMPUS RESOURCESHUMAN PURCHASING & CONTRACTS
STAFF
OPERATIONS SERVICESAUXILIARY FACILITIES ADMINISTRATION IT:OTHER IT:EDUCATIONAL TECHNOLOGY TLETC IT: TECH SUPPORT ACADEMICSUCCESS TUTORINGCENTER BOOKSTORE PRESIDENT'S OFFICE CONFERENCE SPACES FOOD SERVICES: CAFE WILLOW ATHLETICS & PHYSICAL ACTIVITY CENTERSUSTAIN LIBRARY JLC/ PERFORMING ARTS AFFAIRSEDUCATIONAL
POLICE DEPARTMENT
(FOI) ENTERTAIN.ARTS, & HOSPITALITY &BUSINESS(FOI) IT
SUSTAIN(FOI) & HORT GENERAL CLASSROOM (FOI) MANUF, ENG, & ADV TECH (FOI) WELLNESS& HEALTH SCIENCES COLLEGEFOUNDATION/ ALUMNIRELATIONS ILLINOIS GREEN ECONOMY NETWORK (IGEN) PUBLICRELATIONS & MARKETING ADMISSIONSENROLLMENTSERVICES: &RECRUITMENT DUAL CREDIT/COLLEGE READINESS COMMUNITYPROGRAMMING UNIVERSITY PARTNERSHIPS FINANCE DEPARTMENT INSTITUTE FOR EFFECTIVENESS & PLANNING (IEPR) COMMUNITYPARTNERSHIPSWORKFORCEPLACEMENTCAREER&JOBCENTER university center athletic fields campus farm visitor parking main body of parking bus stop XXX COMMUNITY ADMIN FACULTY STAFF STUDENTS legend site feature user group neighborhood or piece of program project idea connected by project idea established functional adjacency potential for collaboration front door (community) front door (student) user group key college of lake county grayslake campus ideal adjacencies 754 755 college of lake county [ideal adjacencies] 11 FACULTY STUDENT-FACULTY (FOI) HOSPITALITY athletic fields campus farm COMMUNITY ADMIN FACULTY STAFF STUDENTS user group key 754
NON-BRANDED ENTRY (CAMPUS FACING)
BRANDED ENTRY (CAMPUS FACING)
UNIVERSITY CENTER
DEDICATED PROGRAM
STUDENT CENTER
DEDICATED PROGRAM
BRANDED ENTRY (SITE ARRIVAL FACING)
12
FLEX LI N K
user group, the "Student Center" user group, or both. Center users, each containing the spectrum.
SOME
MORE FAMILIAR
something to embrace. The program in these four semi-overlapping pieces:
harper college student center [programmatic adjacencies] 13 © 2021 WTW Architects + Holabird & Root, LLC 44 BRANDED ENTRY (CAMPUS FACING) UNIVERSITY CENTER DEDICATED STUDENT CENTER UNIVERSITY CENTER 1.05- SUPPORT / RECEIVING 3.06- MEETING ROOM SUPPORT 11.10- SHARED STAFF RESOURCES 13.03- SNOWBLOWER + SALT STORAGE 13.04- MOTHER’S ROOM 9.01- HOSPITALITY GUEST SPACES 9.02- HOSPITALITY SUPPORT 3.02-3.05- MEETING / CONFERENCE ROOMS 11.06- ENROLLMENT SERVICES 11.02- ACCOUNTING SERVICES 8.02- POCKET LOUNGES 10.01- STUDENT INVOLVEMENT 11.03- STUDENT ENGAGEMENT SUITE 11.08- STUDENT DEVELOPMENT 12.01- CULTURAL CENTER 11.07- JOB PLACEMENT 3.01-3.05- MEETING / CONFERENCE ROOMS 8.02- POCKET LOUNGES 9.03- WORKFORCE SOLUTIONS 9.04- UNIVERSITY CENTER 7.02- GAMING LOUNGE 7.03- TV LOUNGE 11.01- OFFICE OF DEI 10.02- VETERAN’S SUITE 11.04- CAREER + TECHNICAL PROGRAMS 11.10- IT HELP DESK 1.01- RETAIL DINING + CATERING 1.03- CULINARY PROGRAM - DINING 2.01- LARGE EVENT + BANQUET SPACE 4.01- HARPERSTORE 7.01- MULTIPURPOSE PROGRAM SPACE 8.01- ATRIUM / LOBBY LESS FAMILIAR
MANY
BOTH USER TYPE 1.02- CULINARY PROGRAM - KITCHEN 1.04- CULINARY PROGRAM SUPPORT 1.05- SUPPORT / RECEIVING 3.06- MEETING ROOM SUPPORT 11.10- SHARED STAFF RESOURCES 13.02- MEDITATION / DE-ESCALATION SPACE 13.03- SNOWBLOWER + SALT STORAGE 13.04- MOTHER’S ROOM
© 2021 WTW Architects + Holabird & Root, LLC HARPER COLLEGE CANNING CENTER REPORT © 2021 WTW Architects + Holabird & Root, LLC HARPER COLLEGE CANNING CENTER REPORT 49 Adjacencies Program Analysis 3 48 Adjacencies Program Analysis 3 SERVERY & CATERING KITCHEN CASUAL DINING KITCHEN SKILLS KITCHEN CULINARY CATERING STOR. DRY STOR. COOLER/ FREEZER LIQ. STOR. WARE WASHING EVENT STORAGE CULINARY MARKET LARGE EVENT & BANQUET ATRIUM / LOUNGE CASUAL DINING DINING SEATING SERVERY FINE DINING HARPER STORE STUDENT INVOLVEMENT MEETING ROOMS MEETING ROOMS RECREATION & ENTERTAINMENT MULTI-PURPOSE PROGRAM SPACE LOCKERS/ WASH. OFFICES RECEIVING / STAGING UNIVERSITY CENTER STUDENT CENTER FLEX LINK PANTRY STOR. COOLER/ FREEZER WASH. LOCKERS/ WASH. OFFICES ADJACENCIES: LINK STUDENT LIFE PROGRAMMING Department Key Adjacencies Identity Function Legend | UNIVERSITY CENTER STUDENT CENTER FLEX LINK BRANDED ENTRY (SITE ARRIVAL FACING) KEY PLAN 14
© 2021 WTW Architects + Holabird & Root, LLC HARPER COLLEGE CANNING CENTER REPORT © 2021 WTW Architects + Holabird & Root, LLC HARPER COLLEGE CANNING CENTER REPORT 51 Adjacencies Program Analysis 3 50 Adjacencies Program Analysis 3 CAREER & TECHNICAL PROGRAMS OFFICE OF DIVERSITY, EQUITY, & INCLUSION STUDENT ENGAGEMENT SUITE ACCOUNTING SERVICES ENROLLMENT SERVICES JOB PLACEMENT STUDENT DEVELOPMENT IT SHARED STAFF RESOURCES CULTURAL CENTER VETERAN’S SUITE SEASONAL STORAGE VENDING MEDITATION MOTHER’S ROOM STUDENT CENTER STUDENT LIFE PROGRAMMING STUDENT SERVICES ONE-STOP SUPPORT SUSTAIN Department Key Adjacencies Identity Function Legend | POCKET LOUNGES ADJACENCIES: STUDENT CENTER DEDICATED PROGRAM Department Key Adjacencies Identity Function Legend | UNIVERSITY CENTER STUDENT CENTER FLEX LINK BRANDED ENTRY (SITE ARRIVAL FACING) KEY PLAN harper college student center [programmatic adjacencies] 15
SPACE NEEDS REQUESTS DATABASE
SPACE NEEDS REQUESTS DATABASE
16 © HOLABIRD & ROOT College of Lake County Master Plan 2020+ LEGEND Project No. 15965 GREEN FILL INDICATES ALL DOCUMENTS IN THIS CATEGORY HAVE BEEN NCORPORATED YELLOW FILL INDICATES INFORMATION STILL TO BE POPULATED OR VERIFIED BY H&R BLUE FILL INDICATES INFORMATION TO BE VERIFIED BY CLC
USER GROUP MEETINGS TOURS / SITE ASSESSMENT STEERING COMMITTEE DISCUSSIONS STUDENT SURVEY DEPARTMENT HEAD MEETINGS DR. SUDDICK MEETINGS 2012 MASTER PLAN 2015-17 CAPTIAL IMPROVEMENT PROGRAM 2018 SPACE UTILIZATION STUDY 2019-2021 SUSTAINABILITY PLAN PERFORMANCE REPORT 2020 DEFERRED MAINTENANCE PROJECT APPLICATIONS 2021 RAMP NEW CONSTRUCTION DRAWINGS COTTER INTEL H&R OBSERVATION H&R ORIGINAL PROPOSAL (APRIL 2019) ORIGINATION PROJECT IDEA PROJECT TYPECAMPUSBUILDING RECLAD EXTERIOR WALL OF GYMNASIUM X X DEFERRED MAINTENANCEGRAYSLAKE7 REPAIR GARAGE DOOR X DEFERRED MAINTENANCEGRAYSLAKE7 REPAIR DAMAGE TO LOCKER CARPET FLOORING X DEFERRED MAINTENANCEGRAYSLAKE7 MOLD IN LOCKER ROOM CEILING X DEFERRED MAINTENANCEGRAYSLAKE7 REPAIR MEN'S SHOWER NOT BEING USED X DEFERRED MAINTENANCEGRAYSLAKE7 REPAIR GATES X DEFERRED MAINTENANCELAKESHOREPARKING GARAGE FIX DRAINAGE ISSUE AT NORTH TOWER X DEFERRED MAINTENANCELAKESHOREPARKING GARAGE A BUILDING BASEMENT STORMWATER X DEFERRED MAINTENANCEGRAYSLAKEA CONTINUE DEFERRED MAINTENANCE IMPLEMENTATION XX X DEFERRED MAINTENANCEALL ALL TUCKPOINTING XDEFERRED MAINTENANCEGRAYSLAKEMULTIPLE NEW ROOFING & INSULATION FOR B&C WINGS X DEFERRED MAINTENANCEGRAYSLAKEMULTIPLE RETROFITTED BUILDING ENVELOPE FOR B&C WINGS X DEFERRED MAINTENANCEGRAYSLAKEMULTIPLE NEW HVAC FOR B & C WINGS X DEFERRED MAINTENANCEGRAYSLAKEMULTIPLE REPAIR GLASS DOOR AT TESTING CENTER N203 X DEFERRED MAINTENANCELAKESHORENORTH REPLACE OLDER SYSTEMS THAT DON'T WORK WITH NEWER SYSTEMS X DEFERRED MAINTENANCENOT SPECIFIEDNOT SPECIFIED CATCH UP ON DEFERRED MAINTENANCE IN ATHLETICS FACILITIES X DEFERRED MAINTENANCEGRAYSLAKENOT SPECIFIED JAMES LUMBER CENTER RENOVATIONS!!!!! (see user group meeting minutes) XXX DEFERRED MAINTENANCEGRAYSLAKEP P BUILDING ROOF REPAIR/REPLACEMENT X DEFERRED MAINTENANCEGRAYSLAKEP ATHLETIC FIELDS XDEFERRED MAINTENANCEGRAYSLAKESITE LANDSCAPE MAINTENANCE ZONE: (1) CORE GATEWAY X DEFERRED MAINTENANCEGRAYSLAKESITE LANDSCAPE MAINTENANCE ZONE: (2) BUILDING GATEWAY X DEFERRED MAINTENANCEGRAYSLAKESITE LANDSCAPE MAINTENANCE ZONE: (3) TRANSITION X DEFERRED MAINTENANCEGRAYSLAKESITE LANDSCAPE MAINTENANCE ZONE: (4) ATHLETICS X DEFERRED MAINTENANCEGRAYSLAKESITE LANDSCAPE MAINTENANCE ZONE: (5) EDGE X DEFERRED MAINTENANCEGRAYSLAKESITE LANDSCAPE MAINTENANCE ZONE: (6) NATURAL AREAS X DEFERRED MAINTENANCEGRAYSLAKESITE BUILDING A STORMWATER FLOODING ISSUES X DEFERRED MAINTENANCEGRAYSLAKESITE REPAIR FLOOD DAMAGE X DEFERRED MAINTENANCEGRAYSLAKESITE HVAC CHALLENGES IN T-WING X DEFERRED MAINTENANCEGRAYSLAKET COMMON AREA FINISHES X DEFERRED MAINTENANCEGRAYSLAKE CLASSROOM MODERNIZATION AND FINISHES X X DEFERRED MAINTENANCEGRAYSLAKE REVIEW OF HVAC/ELECTRICAL/LIGHTING SERVING JUDICIAL SERVICES SUITE (N101) X DEFERRED MAINTENANCELAKESHORENORTH REPLACE ALL CARPETING IN V-BUILDING X DEFERRED MAINTENANCESOUTHLAKEV FIRE PROTECTION SYSTEM IN B&C WINGS X DEFERRED MAINTENANCEGRAYSLAKE REPLACE CARPETING IN 1 NORTH BUILDING X DEFERRED MAINTENANCELAKESHORE1 REPLACE CARPETING IN BOOKSTORE X DEFERRED MAINTENANCESOUTHLAKEV LEAKS THROUGHOUT CAMPUS, INCLUDING HVAC AND PLUMBING EQUIPMENT X DEFERRED MAINTENANCESOUTHLAKEALL GENERAL BASIC MAINTENANCE AT POLICE STATION X DEFERRED MAINTENANCELAKESHORENOT SPECIFIED FACADE IMPROVEMENTS XDEFERRED MAINTENANCELAKESHOREMULTIPLE R BUILDING REFACING X DEFERRED MAINTENANCESOUTHLAKER REPLACE OUTDATED EXTERIOR SIGNAGE X DEFERRED MAINTENANCESOUTHLAKESITE GRAY FILL INDICATES START OF A GROUPING OF PROJECT IDEAS CLC OTHER CLC OFFICIAL DOCUMENTS LOCATION MP2020+ PROCESS H&R OTHER COMPLETIONDATE COMPLETEDFUNDED?REASON INCOMPLETEESTIMATED BUDGET (ROM) NOT YET TACKLED Not done due to budget, but also reconsidered based on NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED $600,000.00 NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED $5,000,000.00 NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED
NOT
NOT
TACKLED NOT YET TACKLED $600,000.00 NOT YET TACKLED NOT YET TACKLED STATUS © HOLABIRD & ROOT College of Lake County Master Plan 2020+ LEGEND Project No. 15965 GREEN FILL INDICATES ALL DOCUMENTS IN THIS CATEGORY HAVE BEEN NCORPORATED YELLOW FILL INDICATES INFORMATION STILL TO BE POPULATED OR VERIFIED BY H&R BLUE FILL INDICATES INFORMATION TO BE VERIFIED BY CLC
NOT YET TACKLED NOT YET TACKLED
YET TACKLED
YET
USER GROUP MEETINGS TOURS / SITE ASSESSMENT STEERING COMMITTEE DISCUSSIONS STUDENT SURVEY DEPARTMENT HEAD MEETINGS DR. SUDDICK MEETINGS 2012 MASTER PLAN 2015-17 CAPTIAL IMPROVEMENT PROGRAM 2018 SPACE UTILIZATION STUDY 2019-2021 SUSTAINABILITY PLAN PERFORMANCE REPORT 2020 DEFERRED MAINTENANCE PROJECT APPLICATIONS 2021 RAMP NEW CONSTRUCTION DRAWINGS COTTER INTEL H&R OBSERVATION H&R ORIGINAL PROPOSAL (APRIL 2019) ORIGINATION PROJECT IDEA PROJECT TYPECAMPUSBUILDING RECLAD EXTERIOR WALL OF GYMNASIUM X X DEFERRED MAINTENANCEGRAYSLAKE7 REPAIR GARAGE DOOR X DEFERRED MAINTENANCEGRAYSLAKE7 REPAIR DAMAGE TO LOCKER CARPET FLOORING X DEFERRED MAINTENANCEGRAYSLAKE7 MOLD IN LOCKER ROOM CEILING X DEFERRED MAINTENANCEGRAYSLAKE7 REPAIR MEN'S SHOWER NOT BEING USED X DEFERRED MAINTENANCEGRAYSLAKE7 REPAIR GATES X DEFERRED MAINTENANCELAKESHOREPARKING GARAGE FIX DRAINAGE ISSUE AT NORTH TOWER X DEFERRED MAINTENANCELAKESHOREPARKING GARAGE A BUILDING BASEMENT STORMWATER X DEFERRED MAINTENANCEGRAYSLAKEA CONTINUE DEFERRED MAINTENANCE IMPLEMENTATION XX X DEFERRED MAINTENANCEALL ALL TUCKPOINTING XDEFERRED MAINTENANCEGRAYSLAKEMULTIPLE NEW ROOFING & INSULATION FOR B&C WINGS X DEFERRED MAINTENANCEGRAYSLAKEMULTIPLE RETROFITTED BUILDING ENVELOPE FOR B&C WINGS X DEFERRED MAINTENANCEGRAYSLAKEMULTIPLE NEW HVAC FOR B & C WINGS X DEFERRED MAINTENANCEGRAYSLAKEMULTIPLE REPAIR GLASS DOOR AT TESTING CENTER N203 X DEFERRED MAINTENANCELAKESHORENORTH REPLACE OLDER SYSTEMS THAT DON'T WORK WITH NEWER SYSTEMS X DEFERRED MAINTENANCENOT SPECIFIEDNOT SPECIFIED CATCH UP ON DEFERRED MAINTENANCE IN ATHLETICS FACILITIES X DEFERRED MAINTENANCEGRAYSLAKENOT SPECIFIED JAMES LUMBER CENTER RENOVATIONS!!!!! (see user group meeting minutes) XXX DEFERRED MAINTENANCEGRAYSLAKEP P BUILDING ROOF REPAIR/REPLACEMENT X DEFERRED MAINTENANCEGRAYSLAKEP ATHLETIC FIELDS XDEFERRED MAINTENANCEGRAYSLAKESITE LANDSCAPE MAINTENANCE ZONE: (1) CORE GATEWAY X DEFERRED MAINTENANCEGRAYSLAKESITE LANDSCAPE MAINTENANCE ZONE: (2) BUILDING GATEWAY X DEFERRED MAINTENANCEGRAYSLAKESITE LANDSCAPE MAINTENANCE ZONE: (3) TRANSITION X DEFERRED MAINTENANCEGRAYSLAKESITE LANDSCAPE MAINTENANCE ZONE: (4) ATHLETICS X DEFERRED MAINTENANCEGRAYSLAKESITE LANDSCAPE MAINTENANCE ZONE: (5) EDGE X DEFERRED MAINTENANCEGRAYSLAKESITE LANDSCAPE MAINTENANCE ZONE: (6) NATURAL AREAS X DEFERRED MAINTENANCEGRAYSLAKESITE BUILDING A STORMWATER FLOODING ISSUES X DEFERRED MAINTENANCEGRAYSLAKESITE REPAIR FLOOD DAMAGE X DEFERRED MAINTENANCEGRAYSLAKESITE HVAC CHALLENGES IN T-WING X DEFERRED MAINTENANCEGRAYSLAKET COMMON AREA FINISHES X DEFERRED MAINTENANCEGRAYSLAKE CLASSROOM MODERNIZATION AND FINISHES X X DEFERRED MAINTENANCEGRAYSLAKE REVIEW OF HVAC/ELECTRICAL/LIGHTING SERVING JUDICIAL SERVICES SUITE (N101) X DEFERRED MAINTENANCELAKESHORENORTH REPLACE ALL CARPETING IN V-BUILDING X DEFERRED MAINTENANCESOUTHLAKEV FIRE PROTECTION SYSTEM IN B&C WINGS X DEFERRED MAINTENANCEGRAYSLAKE REPLACE CARPETING IN 1 NORTH BUILDING X DEFERRED MAINTENANCELAKESHORE1 REPLACE CARPETING IN BOOKSTORE X DEFERRED MAINTENANCESOUTHLAKEV LEAKS THROUGHOUT CAMPUS, INCLUDING HVAC AND PLUMBING EQUIPMENT X DEFERRED MAINTENANCESOUTHLAKEALL GENERAL BASIC MAINTENANCE AT POLICE STATION X DEFERRED MAINTENANCELAKESHORENOT SPECIFIED FACADE IMPROVEMENTS XDEFERRED MAINTENANCELAKESHOREMULTIPLE R BUILDING REFACING X DEFERRED MAINTENANCESOUTHLAKER REPLACE OUTDATED EXTERIOR SIGNAGE X DEFERRED MAINTENANCESOUTHLAKESITE GRAY FILL INDICATES START OF A GROUPING OF PROJECT IDEAS CLC OTHER CLC OFFICIAL DOCUMENTS LOCATION MP2020+ PROCESS H&R OTHER COMPLETIONDATE COMPLETEDFUNDED?REASON INCOMPLETEESTIMATED BUDGET (ROM) NOT YET TACKLED Not done due to budget, but also reconsidered based on age and condition of gym. Investing in that building NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED $600,000.00 NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED $5,000,000.00 NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED NOT YET TACKLED $600,000.00 NOT YET TACKLED NOT YET TACKLED STATUS
SPACE NEEDS REQUESTS
300+ LINE ITEMS
college of lake county [space needs request database] 17 36 01.28.2020 INTRO DATA NEEDS NEXT PROCESS
TRACKING
562 563
consensus
ALL COSTS SHOWN ON THIS PAGE ARE ESTIMATES. THIS YEAR IN PARTICULAR, IT IS HARD TO PROVIDE ACCURATE CONSTRUCTION ESTIMATES OVER 12 MONTHS AWAY FROM CONSTRUCTION.
ALL COSTS SHOWN ON THIS PAGE ARE ESTIMATES. THIS YEAR IN PARTICULAR, IT IS HARD TO PROVIDE ACCURATE CONSTRUCTION ESTIMATES OVER 12 MONTHS AWAY FROM CONSTRUCTION.
A
B C D
A
BASE BUILDING (CODE COMPLIANT + LEED SILVER + "INDUSTRY BEST" VENTILATION
BASE BUILDING (CODE COMPLIANT + LEED SILVER + "INDUSTRY BEST" VENTILATION STANDARDS)
traffic signal / curb cut modifications related to the Oakton Street Corridor Study that affect this site are not accounted for in these numbers
PUBLIC ART INSTALLATION
PUBLIC ART INSTALLATION
ELIMINATION OF GAS EMISSIONS (BUILDING ELECTRIFICATION) + FUTURE RENEWABLE ENERGY SOURCE (SOLAR READY)
ELIMINATION OF GAS EMISSIONS (BUILDING ELECTRIFICATION) + FUTURE RENEWABLE ENERGY SOURCE (SOLAR READY)
B C D
ENERGY DEMAND REDUCTION ("INDUSTRY PRACTICAL" VENTILATION STANDARDS)
ENERGY DEMAND REDUCTION ("INDUSTRY PRACTICAL" VENTILATION STANDARDS)
E
NET ZERO ENERGY BUILDING (SOLAR AND GEOTHERMAL INSTALLATION + "INDUSTRY BEST" VENTILATION STANDARDS)
NET ZERO ENERGY BUILDING (SOLAR AND GEOTHERMAL INSTALLATION + "INDUSTRY BEST" VENTILATION STANDARDS)
traffic signal / curb cut modifications related to the Oakton Street Corridor Study that affect this site are not accounted for in these numbers indicates to be investigated with contractor or cost estimator blue text
the less community service (a.k.a. programs that help keep animals in their homes) space provided, arguably the more animal habitats are needed, which is not accounted for in these numbers
indicates to be investigated with contractor or cost estimator blue text
the less community service (a.k.a. programs that help keep animals in their homes) space provided, arguably the more animal habitats are needed, which is not accounted for in these numbers
indicates inputs to change to toggle between New Construction and Renovation + Addition analysis
indicates inputs to change to toggle between New Construction and Renovation + Addition analysis
08.26.2021 12a2b
HEALTH + WELFARE** FOOD PANTRY + TRAINING + ENHANCED ADOPTION** COMMUNITY EDUCATION + SPAY/NEUTER PROGRAM** OPERATIONAL EFFICIENCIES HUMAN EXPERIENCE + FUTURE GROWTH nsf 4061 4929 5529 6495 9313 gsf 5559 6747 7568 8891 12748 gsf, adjusted for renovation + addition 5559 6747 7568 8891 12748 dog habitats 44 48 48 48 67 cat habitats 30 42 42 42 62 NOTES H 2,837,940 $ H 3,287,144 $ H 3,597,654 $ H 4,097,575 $ H 5,555,936 $ S 851,382 $ S 986,143 $ S 1,079,296 $ S 1,229,272 $ S 1,666,781 $ C 567,588 $ C 657,429 $ C 719,531 $ C 819,515 $ C 1,111,187 $ P 4,256,910 $ P 4,930,716 $ P 5 396 481 $ P 6,146,362 $ P 8,333,904 $ H 2,864,652 $ H 3,317,992 $ H 3,631,360 $ H 4,135,884 $ H 5,607,671 $ * S 859,396 $ S 995,397 $ S 1,089,408 $ S 1,240,765 $ S 1,682,301 $ C 572,930 $ C 663,598 $ C 726,272 $ C 827,177 $ C 1,121,534 $ P 4,296,978 $ P 4,976,987 $ P 5,447,040 $ P 6,203,825 $ P 8,411,507 $ H 2,999,546 $ H 3,473,771 $ H 3,801,576 $ H 4,329,342 $ H 5,868,932 $ ** S 899,864 $ S 1,042,131 $ S 1,140,473 $ S 1,298,803 $ S 1,760,680 $ C 599,909 $ C 694,754 $ C 760,315 $ C 865,868 $ C 1,173,786 $ P 4,499,320 $ P 5,210,656 $ P 5,702,364 $ P 6,494,013 $ P 8,803,398 $ H 3,053,504 $ H 3,536,083 $ H 3,869,662 $ H 4,406,725 $ H 5,973,437 $ S 916,051 $ S 1,060,825 $ S 1,160,899 $ S 1,322,018 $ S 1,792,031 $ C 610,701 $ C 707,217 $ C 773,932 $ C 881,345 $ C 1,194,687 $ P 4,580,256 $ P 5,304,124 $ P 5,804,493 $ P 6,610,088 $ P 8,960,155 $ H 3,404,231 $ H 3,941,109 $ H 4,312,223 $ H 4,909,716 $ H 6,652,715 $ S 1,021,269 $ S 1,182,333 $ S 1,293,667 $ S 1,472,915 $ S 1,995,815 $ C 680,846 $ C 788,222 $ C 862,445 $ C 981,943 $ C 1,330,543 $ P 5,106,346 $ P 5,911,663 $ P 6,468,334 $ P 7,364,575 $ P 9,979,073 $ ◄ BASE CITY FUNCTIONS ►◄ ►◄ ► NUMBER LEGEND INPUTS H HARD COSTS SUBOTAL $325 * Blended Bldg Cost/SF 0% SF Inefficiency Factor for Renovation + Addition S SOFT COSTS SUBTOTAL $17 * Blended Site Cost/SF 1%Public Art Installation Value C CONTINGENCY SUBTOTAL 13%Fees & GC 5%*Premium for Building Electrification + Solar Ready P TOTAL PROJECT COST $30FF&E/SF 2%*Premium for Reduced Ventilation Standards (More Zones) 30%Soft Cost 13%*Premium for Solar and Geothermal Installation 20%Contingency HONOR PARTNER AGREEMENTS BREATHING ROOM
34
COMMUNITY SERVICES TO INCREASE ANIMALS KEPT IN HOMES**
Evanston Animal Shelter Project Budget Alignment
► EVANSTON ANIMAL SHELTER PROGRAM PRIORITIES ► ◄ CITY OF EVANSTON INTITIATIVE LEVELS ◄
NEW
CONSTRUCTION
STANDARDS) HARD COST 8/26/2021 12a2b 34 HEALTH + WELFARE** FOOD PANTRY + TRAINING + ENHANCED ADOPTION** COMMUNITY EDUCATION + SPAY/NEUTER PROGRAM** OPERATIONAL EFFICIENCIES HUMAN EXPERIENCE + FUTURE GROWTH nsf 4061 4929 5529 6495 9313 gsf 5559 6747 7568 8891 12748 gsf, adjusted for renovation + addition 5559 6747 7568 8891 12748 dog habitats 44 48 48 48 67 cat habitats 30 42 42 42 62 NOTES H 2,837,940 $ H 3,287,144 $ H 3,597,654 $ H 4,097,575 $ H 5,555,936 $ S 851,382 $ S 986,143 $ S 1,079,296 $ S 1,229,272 $ S 1,666,781 $ C 567,588 $ C 657,429 $ C 719,531 $ C 819,515 $ C 1,111,187 $ P 4,256,910 $ P 4,930,716 $ P 5 396 481 $ P 6,146 362 $ P 8,333,904 $ H 2,864,652 $ H 3,317,992 $ H 3,631,360 $ H 4,135,884 $ H 5,607,671 $ * S 859,396 $ S 995,397 $ S 1,089,408 $ S 1,240,765 $ S 1,682,301 $ C 572,930 $ C 663,598 $ C 726,272 $ C 827,177 $ C 1,121,534 $ P 4,296,978 $ P 4,976,987 $ P 5,447,040 $ P 6,203,825 $ P 8,411,507 $ H 2,999,546 $ H 3,473,771 $ H 3,801,576 $ H 4,329,342 $ H 5,868,932 $ ** S 899,864 $ S 1,042,131 $ S 1,140,473 $ S 1,298,803 $ S 1,760,680 $ C 599,909 $ C 694,754 $ C 760,315 $ C 865,868 $ C 1,173,786 $ P 4,499,320 $ P 5,210,656 $ P 5,702,364 $ P 6,494 013 $ P 8,803,398 $ H 3,053,504 $ H 3,536,083 $ H 3,869,662 $ H 4,406,725 $ H 5,973,437 $ S 916,051 $ S 1,060,825 $ S 1,160,899 $ S 1,322,018 $ S 1,792,031 $ C 610,701 $ C 707,217 $ C 773,932 $ C 881,345 $ C 1,194,687 $ P 4,580,256 $ P 5,304,124 $ P 5,804,493 $ P 6,610,088 $ P 8,960,155 $ H 3,404,231 $ H 3,941,109 $ H 4,312,223 $ H 4,909,716 $ H 6,652,715 $ S 1,021,269 $ S 1,182,333 $ S 1,293,667 $ S 1,472,915 $ S 1,995,815 $ C 680,846 $ C 788,222 $ C 862,445 $ C 981,943 $ C 1,330,543 $ P 5,106,346 $ P 5,911,663 $ P 6,468,334 $ P 7,364,575 $ P 9,979,073 $ ◄ BASE CITY FUNCTIONS ►◄ ►◄ ► NUMBER LEGEND INPUTS H HARD COSTS SUBOTAL $325 * Blended Bldg Cost/SF 0% SF Inefficiency Factor for Renovation + Addition S SOFT COSTS SUBTOTAL $17 * Blended Site Cost/SF 1%Public Art Installation Value C CONTINGENCY SUBTOTAL 13%Fees & GC 5%*Premium for Building Electrification + Solar Ready P TOTAL PROJECT COST $30FF&E/SF 2%*Premium for Reduced Ventilation Standards (More Zones) 30%Soft Cost 13%*Premium for Solar and Geothermal Installation 20%Contingency HONOR PARTNER AGREEMENTS BREATHING ROOM
HOMES**
COMMUNITY SERVICES TO INCREASE ANIMALS KEPT IN
Evanston Animal Shelter Project Budget Alignment
E
◄ CITY OF EVANSTON INTITIATIVE LEVELS
► EVANSTON ANIMAL SHELTER PROGRAM PRIORITIES ►
◄
NEW CONSTRUCTION
HARD COST 20
08.26.2021 360 SF LOBBY 50 SF VESTIBULE 855 SF DOG ADOPTION 65 SF CAT GA (X2) 200 SF GET ACQUAINTED PATIO / COVERED DOG RUN 65 SF DOG GA 216 SF CAT COLONY 1000 SF EDUCATION TRAINING RM 300 SF OFFICE 200 SF BREAK ROOM & LOCKERS 150 SF PUBLIC RECEIVING 144 SF LAUNDRY STORAGE 200 SF STORAGE 200 SF FOOD PREP STORAGE 456 SF MEDICAL EXAM ROOM & SURGERY SUITE 200 SF DOG ISOLATION INDOOR/OUTDOOR 1900 SF DOG HOLDING 120 SF CAT HOLDING 80 SF CAT ISOLATION 80 SF MATERNITY 1200 SF SALLY PORT ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ NEW PROGRAM FOR EVANSTON ANIMAL SHELTER 5' 10' 20' 40' (12) 100 SF CAT CAGES (12) 240 SF DOG INTAKE/ GROOMING 100 SF CAT INTAKE/ GROOMING ✓ 300 SF FOOD PANTRY STORAGE 50 SF FREEZER 216 SF CAT COLONY 200 SF DOG ISOLATION INDOOR/OUTDOOR ✓ (3) (3) (8) (8) (18) (12) (30) (15 L + 8 S) Adoption Administration Animal Services Operational Support Backstage Habitats Intake & Rendering / / Comm. No. / 16015 855 SF DOG ADOPTION 200 SF DOG ISOLATION INDOOR/OUTDOOR 1900 SF DOG HOLDING 120 SF CAT HOLDING 80 SF CAT ISOLATION 80 SF MATERNITY 1200 SF SALLY PORT ✓ ✓ ✓ ✓ ✓ 100 SF CAT CAGES 240 SF DOG INTAKE/ GROOMING 100 SF CAT INTAKE/ GROOMING 50 SF FREEZER 200 SF DOG ISOLATION INDOOR/OUTDOOR ✓ (3) (3) (8) (8) (18) (30) Adoption Administration Animal Services Operational Support Backstage Habitats Intake & Rendering 012a2b 34 EXISTENCE HEALTH + WELFARE FOOD PANTRY + TRAINING + ENHANCED ADOPTION COMMUNITY EDUCATION + SPAY/NEUTER PROGRAM OPERATIONAL EFFICIENCIES HUMAN EXPERIENCE + FUTURE GROWTH 2211 NSF 1850 NSF 868 NSF 600 NSF 966 NSF 2818 NSF 3026 GSF2533 GSF 1188 GSF 821 GSF 1322 GSF3858 GSF 67 DOGS44 DOGS48 DOGS48 DOGS48 DOGS67 DOGS 62 CATS 30 CATS 42 CATS 42 CATS 42 CATS 62 CATS evanston animal shelter [scope reconciliation matrix] 21
IDENTIFIED PROGRAM: PRIORITY LEVELS
PUBLIC MEETING 09.09.2021 21 HEALTH, WELFARE, + COMMUNITY PROGRAMS OPERATIONAL EFFICIENCIES CURRENT FACILITY FOR REFERENCE 7,500 SF 48 DOGS 42 CATS 8,500 SF 48 DOGS 42 CATS 12,700 SF 67 DOGS 62 CATS 10 23 3,000 SF 25 DOGS 26 CATS HUMAN EXPERIENCE + FUTURE GROWTH
+ ANIMAL SEPARATION + LIFE SAFETY + ACCESSIBILITY + ADOPTION & TRAINING + FOOD PANTRY + EVENT SPACE + HONOR PARTNER AGREEMENTS + SALLY PORT GARAGE + IN-HOUSE SURGERY + INCREASED ANIMAL CAPACITY + SEPARATE INTAKE ENTRY + INCREASED SQUARE FOOTAGE
ENHANCED ADOPTION EXPERIENCE 22
+
IDENTIFIED PROGRAM: PRIORITY BEDSHEET
20
360 SF LOBBY 50 SF VESTIBULE 855 SF DOG ADOPTION 65 SF CAT GA (X2) 200 SF GET ACQUAINTED PATIO COVERED DOG RUN 65 SF DOG GA 216 SF CAT COLONY 1000 SF EDUCATION TRAINING RM 300 SF OFFICE 200 SF BREAK ROOM & LOCKERS 150 SF PUBLIC RECEIVING 144 SF LAUNDRY / STORAGE 200 SF STORAGE 200 SF FOOD PREP STORAGE 456 SF MEDICAL EXAM ROOM & SURGERY SUITE 200 SF DOG ISOLATION INDOOR/OUTDOOR 1900 SF DOG HOLDING 120 SF CAT HOLDING 80 SF CAT ISOLATION 80 SF MATERNITY 1200 SF SALLY PORT ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ ✓ NEW PROGRAM FOR EVANSTON ANIMAL SHELTER 5' 10' 20' 40' (12) 100 SF CAT CAGES (12) 240 SF DOG INTAKE/ GROOMING 100 SF CAT INTAKE/ GROOMING ✓ 300 SF FOOD PANTRY STORAGE 50 SF FREEZER 216 SF CAT COLONY 200 SF DOG ISOLATION INDOOR/OUTDOOR ✓ (3) (3) (8) (8) (18) (12) (30) (15 L + 8 S) Adoption Administration Animal Services Operational Support Backstage Habitats Intake & Rendering 9/9/2021 0123 CURRENT FACILITY FOR REFERENCE HEALTH, WELFARE, + COMMUNITY PROGRAMS OPERATIONAL EFFICIENCIES HUMAN EXPERIENCE + FUTURE GROWTH 3000 SF+ 4500 SF+ 1000 SF+ 4200 SF 25 DOGS+ 23 DOGS+ 0 DOGS+ 19 DOGS 26 CATS+ 16 CATS+ 0 CATS+ 20 CATS evanston animal shelter [scope reconciliation matrix] 23
DEPARTMENTAL GROWTH/SHRINKAGE
SEATS BY FIELD OF INTEREST, 2011-2012 TO 2019-2020
SOURCE: H&R Analysis done by referencing Headcount Discipline Reports provided by CLC
24 Business & Information Technology Manufacturing, Engineering & Advanced Technologies Education & Social Sciences Legal Studies & Public Safety Communication & Humanities Sustainability & Horticulture Wellness & Health Sciences Adult WPDI Other Science & Math 1,919 [-78] 240 [-157] Digital Media and Design529 933 [-501] 925 [-456] 326 [-12] 1,997Art 397Dance 602 [+73] 1,434Hospitality and Culinary Management 1,381Music 338Theatre 948 [-159] 455 [-889] 1,851 [-300] 1,694 [-718] 1,176 [-122] Retail Management0 Supply Chain Management0 1,107Accounting 1,344Administrative O ce Systems 2,151Business Administration 2,412Computer Information Technology 1,298Economics NEW [+6] NEW [+95] 18 [-38] 23 [-70] 2,564 [-838] 7,676 [-1237] 70 [-60] 63 [-20] 2,227 [-138] 28 [-48] 155 [-47] 228 [-297] Sign Language70 376 [-454] 56Arabic 93Chinese 3,402Communication 8,913English 130French 56German 2,365Humanities 76Italian 162Japanese 2,579Philosophy 72 [+2] 830Spanish 1,194 [-62] Early Chil dhood Education621 545 [-96] 304 [-153] Gender & Sexuality Study98 932 [-896] Human Services319 509 [-236] 3,941 [-1,440] 173 [-103] 1,441 [-920] 1,256Anthropology 645 [+24] 641Education 457English Language Instruction 138 [+40] 1,828History 363 [+44] 745Political Science 5,381Psychology 276Social Work 2,361Sociology 958 [-607] 610 [-153] 257 [-205] 371 [-436] 1,565Criminal Justice 763Emergency Medical Technology 462Fire Science Technology 807Paralegal Electrical Technology18 Automation, Robotics and Mechatronics0 Automotive Technology711 CNC Programming88 Computer Assisted Design245 Electrical Engineering T echnicia n164 Engineering205 HVAC Engineering Tech657 Laser Photonics Optics27 Machine Tool Trade82 Math/Computer Science154 Mech Engineering Tech47 3,735 [-484] 1,296 [-29] Earth Science1,091 309 [-357] 7,097 [-1,658] Physics482 Welding224 4,219Biology 1,325Chemistry 1,263 [+172] 666Geography 8,755Mathematics 484 [+2] 362 [+138] Agriculture0 Horticulture380 NEW [+25] 381 [+1]9 Dental Hygiene397 235 [-104] 620 [-315] Massage Therapy204 Medical Assisting110 325 [-39] 783 [-561] 104 [-90] 535 [-457] 66 [-5] 546 [+149] 339Health and Wellness Promotion 935Health Information Technology 215 [+11] 240 [+130] 364Medical Imaging 1,344Nursing 194Phlebotomy Technician 992Physical Educat ion 71Surgical Technology 552 [-997] 197 [-577] 92 [-238] 3,901 [-3187] Integrated Education Training0 Pre-Bridge Adult Education0 Spanish for Adult Education380 1,124 [-1,107] 167 [-684] 1,549Adult Developmental Education 774Adult Secondary Education 330Bridge Adult Education 7,097English as a Second Language NEW [+154] NEW [+34] 655 [+275] 2,231Adult Basic Education 851Vocational Skills Training 2 [-13] 61 [-33] Professional Development30 2 [-21] Real Estate70 3 [-14] 25 [-107] PALH0 PGOT0 PVET0 15Commercial Drivers License 94Computer Training 35 [+5] 23Public Safety 150 [+80] 17Teacher Educati on 132Vocational Allied Health NEW [+2] NEW [+14] NEW [+32] Cooperative Education103 340 [-251] 125 [+22] 591Personal Development/Counseling 365Auto Body Repair 273 [+28] 174 [+10] 37 [+19] 96Electronics Technology 17 [-79] 339 [+134] 789 [+132] 58 [+31] 100 [+18] 352 [+198] 134 [+87] 114 [+26] 772 [+61] 286 [-79] NEW [+1,086] Arts, Entertainment & Hospitality 2011-2012: 6,076 2019-2020: 4,945 CHANGE: -1,131 2019-2020 seat growth/shrinkage as a percentagae of 2011-2012 seats 0% 2011-2012: 8,312 2019-2020: 6,225 CHANGE: -2,0875 2011-2012: 18,732 2019-2020: 15,487 CHANGE: -3,245 2011-2012: 13,983 2019-2020: 10,185 CHANGE: -3,789 2011-2012: 3,597 2019-2020: 2,196 CHANGE: -1,401 2011-2012: 2,859 2019-2020: 4,514 CHANGE: +1,655 2011-2012: 16,762 2019-2020: 14,546 CHANGE: -2,216 2011-2012: 380 2019-2020: 406 CHANGE: +26 2011-2012: 4,950 2019-2020: 3,669 CHANGE: -1,281 2011-2012: 13,212 2019-2020: 6,885 CHANGE: -6,327 2011-2012: 381 2019-2020: 326 CHANGE: -55 2011-2012: 694 2019-2020: 465 CHANGE: -229 Seat Growth/Shrinkage [2011-2012 baseline] [2019-2020 avergae] 200% growth 150% growth 50% growth 50% shrinkage 23% shrinkage 100% shrinkage 100% growth
750 751
GRAYSLAKE:
PROGRAM CATEGORY
ACADEMIC SHARED
ADULT BASIC ED / GED / ESL
ARTS, ENTERTAINMENT, HOSPITALITY
BUSINESS & INFORMATION TECHNOLOGY
FIELDS OF INTEREST
COMMUNICATION & HUMANITIES
EDUCATION & SOCIAL SCIENCES
LEGAL STUDIES & PUBLIC SAFETY
MANUFACTURING, ENGINEERING & ADV. TECH.
SCIENCE & MATH
SUSTAINABILITY & HORTICULTURE
WELLNESS & HEALTH SCIENCES
ADMINISTRATION
OPERATIONS
INTERNAL
COMMUNITY
EXTERNAL COMMUNITY ENGAGEMENT
ATHLETICS
STUDENT BLDG SERVICES
STUDENT SERVICES
STUDENT LIFE
CROSS-DISCIPLINARY COLLABORATION
SUPPORT
OPERATIONS: ADMINISTRATION
PRESIDENTS OFFICE
BUSINESS SERVICES
EDUCATIONAL AFFAIRS
OPERATIONS: EXTERNAL
COLLEGE FOUNDT/ALUMNI RELATS.
IL GREEN ECONOMY NETWORK
PUBLIC RELATIONS & MARKETING
OPERATIONS: INTERNAL
EDUCATIONAL TECHNOLOGY
TLETC
HUMAN RESOURCES
COMMUNITY ENGAGEMENT
COMMUNITY PROGRAMMING
COMMUNITY WORKFORCE PRTNS
DUAL CREDIT / COLLEGE READINESS
STUDENT SERVICES
CAREER & JOB PLACEMENT CENTER
ACADEMIC SUCCESS
TESTING
STUDENT DEVELOPMENT
NEW STUDENT ORIENTATION
INTERNATIONAL / OSD
ENROLLMENT SERVICES
STUDENT LIFE
BOOKSTORE
GALLERY
FOOD SERVICES
STUDENT ACTIVITIES
STUDENT RESOURCE CENTER
VETERAN’S LOUNGE
FINANCE DEPARTMENT
INFORMATION TECHNOLOGY
INST. EFFECT., PLAN. & RSRCH.
PURCHASING & CONTRACTS
POLICE DEPARTMENT
CAMPUS SERVICES
FACILITIES ADMINISTRATION
UNIVERSITY PARTNERSHIPS
WPDI
ADVISING
COUNSELING
TRIO
TUTORING CENTER
TECHNOLOGY SUPPORT
LIBRARY (OFFICES, COLLECTION)
LGBTQ+
CHILDREN’S LEARNING CENTER
SHARE PANTRY
HEALTH SERVICES
STUDENT LIFE OFFICES
CROSS-DISCIPLINARY COLLABORATION
COLLABORATION HUBS
WORK/STUDY SPACES
LIBRARY (WORK/STUDY SPACE)
college of lake county [department representation + reporting] 25 8/11 STEERING COMMITTEE MEETING 4 STEERING COMMITTEE MEETING 08 08.11.2020
PROGRAM
EXEC SUMMARY
152 153
GRAYSLAKE:
IDENTIFIED PROJECT RENO NEW ASSOCIATED PROGRAM CATEGORIES
BLDG OPERATIONS
VARIES VARIES
ACADEMIC - MFR, ENG. & ADV. TECH. + BUS. & INFO. TECH.
ACADEMIC - WELLNESS & HEALTH SCI. + CROSS-DISC.
OPERATIONS - ADMINISTRATION
ACADEMIC - EDUCATION & SOCIAL SCIENCES
STUDENT LIFE + STUDENT SERVICES + OPERATIONS
STUDENT LIFE + STUDENT SERVICES
ACADEMIC - SHARED, SCI & MATH, COMM. & HUM.
ATHLETICS + ACADEMIC - WELLNESS & HEALTH SCIENCES
STUDENT
ACADEMIC - ARTS, ENTERTAINMENT, HOSPITALITY
OPERATIONS - INTERNAL + CROSS-DISC.
ACADEMIC - GEN CLASSROOMS
COMM. ENGAGEMENT + ACADEMIC - ADULT BASIC EDU.
COMM. ENGAGEMENT
ACADEMIC - GEN CLASSROOMS
DEFERRED MAINTENANCE
I.T. INFRASTRUCTURE + VIRTUAL PROGRAMS
CONT’D CLASSROOM MODERNIZATION
ADV. TECH. CENTER + PROGRAM GROWTH
WELLNESS + HEALTH SCIENCES ACADEMIC BLDG
COLLEGE OPERATIONS CONSOLIDATION
EDUCATION + SOCIAL SCIENCES CONSOLIDATION
STUDENT CENTER
STUDENT ENTRY HUB
GENERAL CLASSROOM CENTRAL. + MODERN.
FITNESS + ATHLETIC CENTER
ACADEMIC QUAD
JAMES LUMBER CENTER EXPANSION
FACULTY + STAFF DEVELOPMENT CENTER
HPLE CREATION OR PROGRAM GROWTH
COMMUNITY ENGAGEMENT PROGRAMS
MAIN ENTRY REPOSITIONING
HPLE CREATION OR PROGRAM GROWTH
6 MASTER PLAN 2.0 STEERING COMMITTEE MEETING 08 08.11.2020
PROJECTS
IDENTIFIED
LIFE
VARIES VARIES VARIES 142,000+GSF 9,000 GSF 9,000 GSF 65,000 GSF 4,000 GSF 42,000 GSF 18,000 GSF 13,000 GSF 7,000 GSF 23,000 GSF 8,000 GSF 340,000 GSF -OUTDOOR SPACE ONLY40,000 GSF 6,000 GSF 8,000 GSF 8,000 GSF 128,000 GSF 49,000 GSF 4,000 GSF 243,000 GSF 2A 1 2B 2C 3A 3B 3C 4A 4B 5A 5B 5C 6A 6B 6C 156 157 26
GRAYSLAKE:
PROGRAM CATEGORY
ACADEMIC SHARED
ADULT BASIC ED / GED / ESL
ARTS, ENTERTAINMENT, HOSPITALITY
FIELDS OF INTEREST
BUSINESS & INFORMATION TECHNOLOGY COMMUNICATION &
5 MASTER PLAN 2.0 STEERING COMMITTEE MEETING 08 08.11.2020
EDUCATION & SOCIAL SCIENCES LEGAL STUDIES & PUBLIC SAFETY MANUFACTURING, ENGINEERING & ADV. TECH. SCIENCE & MATH SUSTAINABILITY & HORTICULTURE WELLNESS & HEALTH SCIENCES ADMINISTRATION INTERNAL EXTERNAL COMMUNITY ENGAGEMENT ATHLETICS STUDENT SERVICES STUDENT LIFE CROSS-DISCIPLINARY COLLABORATION SUPPORT OPERATIONS COMMUNITY STUDENT BLDG SERVICES EXISTINGGROWTH
19,580 NSF 6,800 NSF 61,400 NSF 23,180 NSF 23,090 NSF 5,020 NSF 8,120 NSF 61,780 NSF 56,330 NSF 11,650 NSF 24,090 NSF 14,120 NSF 16,450 NSF 11,490 NSF 8,120 NSF 26,240 NSF 70,610 NSF 37,100 NSF 15,790 NSF 274,380 NSF 775,340 NSF + 17,700 NSF -3,800 NSF + 15,330 NSF + 17,510 NSF 0 NSF 0 NSF 0 NSF + 61,260 NSF 0 NSF 0 NSF + 13,650 NSF + 1,500 NSF + 3,480 NSF + 970 NSF + 4,360 NSF + 66,440 NSF + 9,330 NSF + 10,360 NSF + 13,580 NSF 0 NSF + 231,670 NSF 37,280 NSF 3,000 NSF 76,730 NSF 40,690 NSF 23,090 NSF 5,020 NSF 8,120 NSF 123,040 NSF 56,330 NSF 11,650 NSF 37,740 NSF 15,620 NSF 19,930 NSF 12,460 NSF 12,480 NSF 92,680 NSF 79,940 NSF 47,460 NSF 29,370 NSF 274,380 NSF 1,007,010 NSF PROGRAM EXEC SUMMARY % 90% -56% 25% 75% 0% 0% 0% 99% 0% 0% 57% 11% 21% 8% 54% 253% 13% 28% 86% 0% 30%
HUMANITIES
TOTAL
154 155 college of lake county [department representation + reporting] 27
2022 PROGRAM RECONCILIATION WITH FUNDING INFORMATION
28 PROGRAM RECONCILIATION STRATEGY 12.22.2022 7 a c h e c t s n c DRAFT
1,097 SF KINDERGARTEN CLASSROOM E-AC-1 1,097 SF KINDERGARTEN CLASSROOM E-AC-1 1,097 SF KINDERGARTEN CLASSROOM E-AC-1 1,097 SF KINDERGARTEN CLASSROOM E-AC-1 823 SF PRE-K CLASSROOM E-AC-1 823 SF PRE-K CLASSROOM E-AC-1 56 SF KINDERGARTEN RESTROOM E-AC-2 56 SF KINDERGARTEN RESTROOM E-AC-2 56 SF KINDERGARTEN RESTROOM E-AC-2 56 SF KINDERGARTEN RESTROOM E-AC-2 56 SF KINDERGARTEN RESTROOM E-AC-2 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 832 SF ELEMENTARY CLASSROOM E-AC-3 839 SF TEACHER PREP/WORKROOM E-AC-5 118 SF PREP ROOM E-AC-4.5 2,103 SF ES ELA2,209 SF ES ELA826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 826 SF MIDDLE SCHOOL CLASSROOM M-AC-1 900 SF SCIENCE LAB M-AC-3 900 SF SCIENCE LAB M-AC-3 900 SF SCIENCE LAB M-AC-3 45 SF INSTRUCTIONAL MATERIAL STORAGE M-AC-6 59 SF INDIVIDUAL RESTROOM M-AC-5 59 SF INDIVIDUAL RESTROOM M-AC-5 2,171 SF HS ELA822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 822 SF HIGH SCHOOL CLASSROOM H-AC-1 1,015 SF SCI CLASSROOM GEN/PHY H-AC-2 1,200 SF SCI CLASSROOM CHEM H-AC-3 118 SF PREP ROOM H-AC-5 59 SF INDIVIDUAL RESTROOM H-AC-7 59 SF INDIVIDUAL RESTROOM H-AC-7 45 SF INSTRUCTIONAL MATERIAL STORAGE H-AC-10 118 SF PREP ROOM H-AC-5 116 SF SMALL GROUP ROOM H-AC-9 116 SF SMALL GROUP ROOM H-AC-9 116 SF SMALL GROUP ROOM H-AC-9 116 SF SMALL GROUP ROOM H-AC-9 1,887 SF HS ELA140 SF SPECIAL EDUCATION RESOURCE E/M/H-SE-4 315 SF WORKROOM CONFERENCE E/M/H-SE-2 315 SF WORKROOM CONFERENCE E/M/H-SE-2 997 SF READING ROOM CIRCULATION E-MC-1 72 SF MEDIA SPECIALIST OFFICE H-MC-2 150 SF WORKROOM STORAGE E-MC-3 231 SF MAIN CONTROL/EQUIP. ROOM H-MC-4 106 SF CONFERENCE ROOM H-MC-5 410 SF MULTIMEDIA PRODUCTION ROOM H-MC-6 1,022 SF ELEMENTARY ART ROOM E-VA-1 144 SF ART MATERIAL STORAGE H-VA-3 115 SF ART MATERIAL STORAGE E-VA-3 115 SF KILN/CERAMIC STORAGE H-VA-2 125 SF ART MATERIAL STORAGE M-VA-3 997 SF HIGH SCHOOL ART ROOM H-VA-1 850 SF MUSIC ROOM E-MU-1 1,668 SF INSTRUMENT ROOM H-MU-1 224 SF INSTRUMENT STORAGE H-MU-2 138 SF INSTRUMENTAL MUSIC LIBRARY H-MU-4 144 SF UNIFORM STORAGE H-MU-5 902 SF VOCAL ROOM H-MU-6 132 SF VOCAL STORAGE H-MU-7 179 SF ENSEMBLE ROOM H-MU-9 72 SF PRACTICE ROOM H-MU-9 9,300 SF PERFORMANCE GYMNASIUM H-PE-1 80 SF PE/ATHLETIC OFFICE M-PE-3 308 SF MS STUDENT LOCKER ROOM M-PE-5 308 SF MS STUDENT LOCKER ROOM M-PE-5 308 SF MS STUDENT RESTROOM/SHOWER M-PE-6 308 SF MS STUDENT RESTROOM/SHOWER M-PE-6 2,764 SF PERFORMANCE GYM ADD. H-PE-1.5 5,233 SF AUXILARY GYMNASIUM H-PE-2 309 SF HS STUDENT LOCKER ROOM H-PE-3 309 SF HS STUDENT LOCKER ROOM H-PE-3 238 SF PE STORAGE H-PE-5 80 SF PE/ATHLETIC OFFICE H-PE-6 117 SF ATHLETIC DIRECTOR'S OFFICE H-PE-8 57 SF STAFF SHOWER H-PE-7 84 SF LOBBY SERVICES H-PE-9 5,013 SF DINING MULTI PURPOSE GYM E/M/H-SD-1 681 SF STAFF DINING E/M/H-SD-3 H-SD-7 313 SF TABLE STORAGE E/M/H-SD-4 1,003 SF MODULAR TECHNOLOGY MAKER H-TE-1 1,565 SF MODULAR TECHNOLOGY LAB M-TE-1a 101 SF MOD TECH STORAGE H-TE-2 101 SF MOD TECH STORAGE H-TE-2 2,550 SF OTHER KITCHEN E/M/H-FS-1 74 SF DIETICIAN OFFICE E/M/H-FS-2 81 SF LOCKER ROOM E/M/H-FS-3 56 SF PRE-K RESTROOM E-AC-2 47 SF PRE-K RESTROOM E-AC-2 384 SF GYM STORAGE M-PE-7 5,799 SF DINING MULTI PURPOSE GYM E-PE-1 5,337 SF TRACK1,200 SF SCI CLASSROOM BIO H-AC-4 1,015 SF STEM CLASSROOM H-AC-2 822 SF HIGH SCHOOL CLASSROOM H-AC-1 119 SF MEDIA SPECIALIST OFFICE E-MC-2 72 SF TECH OFFICE H-MC-2.5 80 SF STAFF OPEN OFFICE H-MC-2.5 57 SF STAFF SHOWER H-PE-7 98 SF COACHES OPEN OFFICE859 SF LIFE SKILLS LAB H-FCS-1 190 SF LIFE SKILLS STORAGE H-FCS-2 900 SF SCIENCE LAB E-AC-3 900 SF SCIENCE LAB E-AC-4 900 SF SCIENCE LAB E-AC-4 900 SF SCIENCE LAB E-AC-4 900 SF SCIENCE LAB E-AC-4 59 SF INDIVIDUAL RESTROOM E-AC-6 118 SF PREP ROOM E-AC-4.5 49 SF INDIVIDUAL RESTROOM E-AC-6 59 SF INDIVIDUAL RESTROOM E-AC-6 45 SF INSTRUCTIONAL MATERIAL STORAGE E-AC-7 102 SF SMALL GROUP ROOM E-AC-8 116 SF SMALL GROUP ROOM M-AC-7 116 SF SMALL GROUP ROOM M-AC-7 116 SF SMALL GROUP ROOM M-AC-7 116 SF SMALL GROUP ROOM M-AC-7 315 SF WORKROOM CONFERENCE E/M/H-SE-2 315 SF WORKROOM CONFERENCE E/M/H-SE-2 902 SF MEDIA LOUNGE H-MC-1 106 SF CONFERENCE ROOM H-MC-5 162 SF WORKROOM STORAGE E-MC-3 1,022 SF MIDDLE SCHOOL ART ROOM M-VA-1 81 SF VOCAL OFFICE H-MU-6.1 83 SF INSTRAMENTAL OFFICE H-MU-1.1 261 SF MULTIPURPOSE STORAGE E-PE-2 91 SF ES PE/ATHLETIC OFFICE98 SF FOOTBALL OFFICE651 SF FOOT BALL LOCKERS186 SF FOOTBALL RESTROOMS135 SF FOOTBALL SHOWERS1,160 SF WEIGHT ROOM127 SF WEIGHT STORAGE238 SF PE STORAGE H-PE-5 197 SF HS TEAM ROOM H-PE-3.1 197 SF HS TEAM ROOM H-PE-3.1 84 SF LOBBY SERVICES H-PE-9 363 SF TABLE STORAGE H-SD-8 485 SF HS COMMONS102 SF CONCESSIONS H-FCS-1.5 133 SF LAUNDRY H-FCS-3 70 SF MOD TECH LFI GROSSING M-TE-1a 57 SF RESTROOM E/M/H-FS-3 320 SF HS STUDENT RESTROOM/SHOWER H-PE-4 320 SF HS STUDENT RESTROOM/SHOWER H-PE-4 307 SF RECEPTION AREA E/M/H-AD-1 307 SF RECEPTION AREA E/M/H-AD-1 377 SF SECRETARIAL AREA E/M/H-AD-2 377 SF SECRETARIAL AREA E/M/H-AD-2 146 SF PRINCIPALS OFFICE E/M/H-AD-3 146 SF PRINCIPALS OFFICE E/M/H-AD-3 146 SF PRINCIPALS OFFICE E/M/H-AD-3 144 SF ASSISTANT PRINCIPALS OFFICE E/M/H-AD-4 144 SF ASSISTANT PRINCIPALS OFFICE E/M/H-AD-4 111 SF CONFERENCE ROOM E/M/H-AD-5 111 SF CONFERENCE ROOM E/M/H-AD-5 400 SF MAIL/WORK/COPY ROOM E/M/H-AD-6 95 SF ADMINISTRATIVE STORAGE E/M/H-AD-8 145 SF VAULT RECORDS STORAGE E/M/H-AD-8 49 SF RESTROOM E/M/H-AD-10 49 SF RESTROOM E/M/H-AD-10 77 SF MOTHERS ROOM E/M/H-AD-10.5 100 SF GUIDANCE COUNCELORS OFFICE E/M/H-AD-11 100 SF GUIDANCE COUNCELORS OFFICE E/M/H-AD-11 126 SF GUIDANCE RECORDS STORAGE E/M/H-AD-12 326 SF GUIDANCE CONFERENCE ROOM E/M/H-AD-13 270 SF MS/HS CLINIC E/M/H-AD-15 76 SF SRO E/M/H-AD-4.5 100 SF GUIDANCE COUNCELORS OFFICE E/M/H-AD-11 95 SF ADMINISTRATIVE STORAGE E/M/H-AD-8 49 SF RESTROOM E/M/H-AD-10 270 SF ES CLINIC E/M/H-AD-15 118 SF CLINIC RESTROOM E/M/H-AD-15.5 475 SF SELF-CONTAINED CLASSROOM E/M/H-SE-5 475 SF SELF-CONTAINED CLASSROOM E/M/H-SE-5 75 SF RESTROOM SHOWER E/M/H-SE-3 35 SF SENSORY E/M/H-SE-5.1 35 SF SENSORY E/M/H-SE-5.1 46 SF DISTRICT OFFICE STORAGE178 SF DISTRICT OFFICE CONFERENCE94 SF DISTRICT OFFICE ADMIN194 SF DISTRICT OFFICE SUPER176 SF DISTRICT OFFICE TREASURER50 SF DISTRICT OFFICE RESTROOM46 SF DISTRICT OFFICE VAULT46 SF DISTRICT OFFICE STORAGE301 SF DISTRICT OFFICE GROSSING94 SF DISTRICT OFFICE ADMIN253 SF DISTRICT OFFICE CORRIDOR102 SF DISTRICT OFFICE KITCHENETTE26 SF PAC DOMESTIC WATER SERVICE46 SF DISTRICT OFFICETELECOM CLOSET1,892 SF ELA189 SF SMALL GROUP ROOM E-AC-8 1,927 SF MS ELA2,212 SF MS ELA180 SF CHEM PREP ROOM E-AC-8 180 SF BIO PREP ROOM E-AC-8 315 SF WORKROOM CONFERENCE E/M/H-SE-2 315 SF WORKROOM CONFERENCE E/M/H-SE-2 315 SF WORKROOM CONFERENCE E/M/H-SE-2 832 SF PRE-K CLASSROOM E-AC-1 935 SF STEM LAB E-AC-4 101 SF DRUM STORAGE H-MU-5 200 SF ATHLETIC TRAINING ROOM H-PE-10 361 SF CUSTODIAL WORKROOM E/M/H-CU-1 96 SF CUSTODIAL OFFICE E/M/H-CU-2 414 SF GROUP RESTROOM HS WING E/M/H-BS-1 51 SF CUSTODIAL CLOSET E/M/H-BS-2 54 SF A/V CLOSET E/M/H-BS-4 244 SF STORAGE AREA E/M/H-BS-7 220 SF CENTRAL STORAGE E/M/H-BS-2 132 SF LOADING/RECEIVING AREA E/M/H-BS-2 45 SF ELECTRICAL CLOSET E/M/H-BS-3 47 SF ELECTRICAL CLOSET E/M/H-BS-3 52 SF ELECTRICAL CLOSET E/M/H-BS-3 60 SF ELECTRICAL CLOSET E/M/H-BS-3 72 SF ELECTRICAL CLOSET E/M/H-BS-3 45 SF TCOM ROOM E/M/H-BS-4 45 SF TCOM ROOM E/M/H-BS-4 87 SF TCOM ROOM E/M/H-BS-4 47 SF TCOM ROOM E/M/H-BS-4 54 SF TCOM ROOM E/M/H-BS-4 895 SF MAIN MECHANICAL ROOM E/M/H-BS-6 548 SF LARGE GROUP RESTROOM SOUTH E/M/H-BS-1 1,170 SF LARGE GROUP RESTROOM NORTH E/M/H-BS-1 51 SF SINGLE USER RESTROOM E/M/H-BS-2 89 SF ELECTRICAL CLOSET E/M/H-BS-3 130 SF RECYCLING ROOM E/M/H-BS-2 1,097 SF KINDERGARTEN CLASSROOM E-AC-1 +40 SF 414 SF GROUP RESTROOM HS WING E/M/H-BS-1 414 SF GROUP RESTROOM ES WING 2 E/M/H-BS-1 414 SF GROUP RESTROOM ES WING 1 E/M/H-BS-1 414 SF GROUP RESTROOM MS WING E/M/H-BS-1 414 SF GROUP RESTROOM MS WING E/M/H-BS-1 358 SF GROUP RESTROOM PK/K WING E/M/H-BS-1 3,509 SF AUXILARY GYMNASIUM H-PE-2.5 111 SF CONFERENCE ROOM E/M/H-AD-5 111 SF CONFERENCE ROOM E/M/H-AD-5 1,406 SF SERVING AREA E/M/H-FS-1b 445 SF MAIN ELECTRICAL ROOM E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 520 SF MECHANICAL (1 AHU) E/M/H-BS-6 144 SF FIRE PUMP ROOM E/M/H-BS-6 -265 SF -265 SF -73 SF -73 SF -73 SF -73 SF -73 SF -35 SF -35 SF -35 SF -100 SF -100 SF -180 SF -15 SF -17 SF -50 SF -100 SF -13 SF -100 SF CORRIDOR: 25,651 SF 5,161 SF 56 SF PRE-K RESTROOM E-AC-2 136 SF ITINERANT OFFICE E/M/H-AD-16 58 SF INDIVIDUAL RESTROOM E/M/H-SE-3 58 SF INDIVIDUAL RESTROOM E/M/H-SE-3 822 SF HIGH SCHOOL CLASSROOM H-AC-1 1,811 SF FITNESS CENTER / / Comm. No. BEDSHEET 2B 12/22/2022 ML 15984 PRE-K -2,686 SF KINDERGARTEN -6,504 SF ELEMENTARY -23,657 SF MIDDLE SCHOOL -14,904 SF HIGH SCHOOL -17,463 SF SPECIAL ED -3,125 SF ADMIN -4,675 SF MEDIA CENTER -2,370 SF ARTS -2,518 SF TECHNOLOGY EDUCATION -1,205 SF MUSIC & INSTRUMENTAL -4,574 SF DINING -6,370 SF FAMILY & CONSUMER SCIENCE -1,284 SF SERVICES -38,251 SF CO -FUNDED INTEGRAL LFI ACADEMICADMIN PE ATHLETICS SERVICES ADD. ALT. LFI REMOVED ADDED PHYSICAL EDUCATION / ATHLETICS -36,726 SF FOOD SERVICE -4,168 SF
PROGRAM RECONCILIATION STRATEGY
crestview pk-12 [scope reconciliation] 29 PROGRAM RECONCILIATION STRATEGY 12.22.2022 3 a r c h e c s n c DRAFT
2020 DESIGN INTEGRAL SCOPE: 188,866 NSF / 202,826 GSF 2022 PROGRAM PARAMETERS INTEGRAL SCOPE: 188,866 NSF / 202,826 GSF 2022 BUDGET PARAMETERS (NEW TARGET) INTEGRAL SCOPE: 162,009 NSF / 178,027 GSF MINIMUM MAXIMUM 78,618 NSF 5,514 NSF20,627 NSF 48,861 NSF 13,927 NSF 19,449 NSF 1,870 NSF MINIMUM MAXIMUM CO-FUNDED: 153,620 NSF / 167,580 GSF INTEGRAL LFI: 35,246 NSF / 35,246 GSF 76,464 NSF 76,424 NSF 4,682 NSF 4,682 NSF 20,100 NSF 20,100 NSF 44,412 NSF 44,412 NSF 5,376 NSF 10,592 NSF 5,799 NSF 650 NSF1,811 NSF 16,121 NSF 19,976 NSF 4,449 NSF 2,702 NSF MINIMUM MINIMUM MAXIMUM CO-FUNDED: 145,618 NSF / 161,636 GSF ACADEMIC ADMIN PE/ATHLETICS SERVICES CO-FUNDED INTEGRAL LFI ADD ALT. LFI REMOVED CO-FUNDED: 145,618 NSF / 161,636 GSF INTEGRAL LFI: 43,248 NSF / 43,248 GSF TOTAL LFI: 22,417 NSF / 23,080 GSF INTEGRAL LFI: 16,391 NSF / 16,391 GSFADD. ALT. LFI: 7,837 NSF / 8,700 GSF REMOVED: 16,099 GSF
30 THE STUDY AT UNIVERSITY OF CHICAGO MAXIMUM PANEL SIZE JOINT LOCATIONS CONSTRUCTION precast concrete wall panel semi-rigid foil-faced insulation Tower Facade Materiality SOLUTION NAME PRECAST DESCRIPTION 6” THICK ARCHITECTURALLY FINISHED STRUCTURAL CONCRETE PANEL SYSTEM TYPE BARRIER WALL ASSEMBLY METHOD UNITIZED COMPANY GATE ICP LAURA’S GUY SCOTT JIM SAMPLES (LIGHT) CUSTOM MIX SAMPLES (DARK) CUSTOM MIX BUDGET PRICING (PER SF) $74 ADVANTAGES aesthetic resemblance to stone Hospitality 3’s familiarity (from Philadelphia project) DISADVANTAGES projecting forms depth can make for very heavy façade, which might lead to added building structure (and drive up cost indirectly) (all unitized systems) at odds with window wall system. in this case, remedies are: (1) CURTAIN WALL no modifications needed (2) FIELD-GLAZED PUNCHED OPENINGS panels deepen or lose facade depth (3) WINDOW WALL precast slab edge cover thickens to wrap slab to return to window perimeter (4) FACTORY-GLAZED PUNCHED OPENINGS precast picks up metal slab edge cover and at least part of desk so horizontals are rigid enough (all barrier wall systems) maintenance required at joints (all barrier wall systems) generally considered inferior to rainscreen systems SIMILAR PROJECT north residential commons // studio gang ANY DIMENSION 40'-0" (N.T.S.) THE STUDY AT UNIVERSITY OF CHICAGO MAXIMUM PANEL SIZE JOINT LOCATIONS CONSTRUCTION Tower Facade Materiality SOLUTION NAME SLENDERWALL DESCRIPTION 2” THICK ARCHITECTURALLY FINISHED CONCRETE PANEL SYSTEM TYPE BARRIER WALL ASSEMBLY METHOD UNITIZED COMPANY SLENDERWALL LAURA’S GUY ARTHUR & MATTHEW SAMPLES (LIGHT) NONE (REFER TO PRECAST) SAMPLES (DARK) NONE (REFER TO PRECAST) BUDGET PRICING (PER SF) TBD ADVANTAGES aesthetic resemblance to stone (all unitized systems) at odds with window wall system. in this case, metal slab edge cover would likely be picked up as precast panels over metal stud/tube then windows can be punched openings. (all unitized systems) single-source warranty (all unitized systems) lower labor costs, shorter project schedule, & greater quality control DISADVANTAGES unique system that might not have much industry competition projected forms might not be achievable; in particular, those with 90 degree angles (need to confirm) (all barrier wall systems) maintenance required at joints (all barrier wall systems) generally considered inferior to rainscreen systems (all unitized systems) non-continuous insulation (all unitized systems) some of the economy gained with unitized system is lost when working with panel width of 13’ since shipping costs increase SIMILAR PROJECT bio innovation center eskew+dumez+ripple metal stud backup closed cell foam insulation fasteners thick precast panel 13'-0" 40'-0" (N.T.S.) THE STUDY AT UNIVERSITY OF CHICAGO MAXIMUM PANEL SIZE JOINT LOCATIONS CONSTRUCTION Tower Facade Materiality SOLUTION NAME THINCAST DESCRIPTION 2” THICK ARCHITECTURALLY FINISHED CONCRETE PANEL SYSTEM TYPE RAINSCREEN ASSEMBLY METHOD SITE BUILT COMPANY HIGH CONCRETE GROUP LAURA’S GUY DWAYNE SAMPLES (LIGHT) NONE (REFER TO PRECAST) SAMPLES (DARK) NONE (REFER TO PRECAST) BUDGET PRICING (PER SF) TBD (more than precast) ADVANTAGES aesthetic resemblance to stone (all site-built systems) building enclosure schedule not affected by cladding lead times DISADVANTAGES returns at projected forms might not be achievable product was more designed for projects that specifically require rainscreen or lighter facade; without these requirements, the system might not make sense more joints than traditional precast SIMILAR PROJECT hotel 1000 // weber thompson metal stud backup girts embedded clips 2” thick precast panel sheathing rigid insulation air cavity air vapor barrier 8'-0" THE STUDY AT UNIVERSITY OF CHICAGO MAXIMUM PANEL SIZE JOINT LOCATIONS CONSTRUCTION Tower Facade Materiality SOLUTION NAME GLASS FIBER REINFORCED CONCRETE (GFRC) DESCRIPTION 0.75” THICK ARCHITECTURALLY FINISHED GLASS-FIBER-REINFORCED CONCRETE SKIN SYSTEM TYPE VARIATION OF RAINSCREEN ASSEMBLY METHOD UNITIZED COMPANY BUILDING BLOCKS LAURA’S GUY KEVIN SAMPLES (LIGHT) CUSTOM MIX SAMPLES (DARK) NONE BUDGET PRICING (PER SF) $114 ADVANTAGES aesthetic resemblance to stone (all unitized systems) single-source warranty, longer warranty (all unitized systems) lends to lower labor costs, shorter project schedule, greater quality control (all unitized systems) at odds with window wall system. in this case, metal slab edge cover would likely be pickup up as GFRC with metal tube and then windows can become punched openings. DISADVANTAGES lower competition GFRC industry than precast industry in Chicago GFRC as facade material once had bad reputation; modern use of is not as tried true as some of the other material options this type of pseudo-rainscreen system requires maintenance at joints (all unitized systems) non-continuous insulation (all unitized systems) ome of the economy gained with unitized/panelized system lost when working with panel width of 13’ since shipping costs increase SIMILAR PROJECT ucsf mission hall wrns studio metal stud backup semi-rigid insulation anchors 0.75” glass fiber reinforced concrete (gfrc) skin air cavity vapor barrier ANY DIMENSION 38'-0" (N.T.S) THE STUDY AT UNIVERSITY OF CHICAGO MAXIMUM PANEL SIZE JOINT LOCATIONS CONSTRUCTION Tower Facade Materiality SOLUTION NAME FIBER-C DESCRIPTION 0.5” THICK EXTRUDED GLASS-FIBER-REINFORCED CONCRETE PANELS OR FORMED SHAPES SYSTEM TYPE RAINSCREEN ASSEMBLY METHOD SITE BUILT COMPANY REIDER THE HUGHES GROUP LAURA’S GUY JOHN (JR) SAMPLES (LIGHT) OFF-WHITE, POLAR WHITE, IVORY, SAHARA SAMPLES (DARK) CHROME, ANTHRACITE, SILVERGREY, LIQUID BLACK BUDGET PRICING (PER SF) TBD (more than metal panels) ADVANTAGES formparts (U-shaped pieces) large panel sizes match design intent really well reads cleaner sharper than precast & GFRC thanks to extrusion process aesthetic resemblance to stone (all rainscreen systems) building enclosure schedule is not affected by cladding lead times (all site-built systems) harmonious with window wall concept DISADVANTAGES cost SIMILAR PROJECT hotel tower of london sheppard robson metal stud backup substructure 0.5” thick glass fiber reinforced concrete (gfrc) panel sheathing rigid insulation cavity vapor barrier 4'-0" 4'-3" THE STUDY AT UNIVERSITY OF CHICAGO MAXIMUM PANEL SIZE JOINT LOCATIONS CONSTRUCTION Tower Facade Materiality SOLUTION NAME METAL PANEL DESCRIPTION POWDER-COATED ALUMINUM SYSTEM TYPE RAINSCREEN ASSEMBLY METHOD SITE BUILT COMPANY ALUCOBOND 3A COMPOSITES LAURA’S GUY JASON SAMPLES (LIGHT) CASTLE GREY, PRECAST GREY, OYSTER SAMPLES (DARK) ZINC BUDGET PRICING (PER SF) $103 ADVANTAGES seems like maybe the most straight-forward natural product to use, and therefore less likely to increase from budget pricing through DD finish customization costs relatively negligible (all site-built systems) harmonious with window wall concept (all rainscreen systems) building enclosure schedule is not affected by cladding lead times DISADVANTAGES metal aesthetic jives more with the Forum, but no longer relates to limestone prevalent on campus as once intended SIMILAR PROJECT arkadia // ind architects metal stud backup girts track clips metal panel sheathing rigid insulation cavity vapor barrier 4'-0" THE STUDY AT UNIVERSITY OF CHICAGO MAXIMUM PANEL SIZE JOINT LOCATIONS CONSTRUCTION Tower Facade Materiality SOLUTION NAME TERRACLAD DESCRIPTION 1.5” THICK TERRA COTTA VENEER SYSTEM TYPE RAINSCREEN ASSEMBLY METHOD UNITIZED COMPANY BOSTON VALLEY TERRA COTTA BUILDING BLOCKS LAURA’S GUY MAGGIE LIZZIE SAMPLES (LIGHT) CREAM SAMPLES (DARK) GRAPHITE, PEWTER, CHARCOAL BUDGET PRICING (PER SF) $114 ADVANTAGES labor costs for the many small pieces are reduced with factory assembly clay-based product yields natural and timeless aesthetic textured options available, which could be nice at dark spandrel panel (all unitized systems) lower labor costs, shorter project schedule, greater quality control DISADVANTAGES small panelization is maybe not in line with current design intent manufacturer expressed concern with the weight of the deep, narrow verticals & horizontals items that drive up price from base cost include labor (much greater number of pieces make its labor higher than GFRC) and custom dies (even sloped sill would be custom) returns would have to be handled as separate piece with mitered corner long lead times for terra cotta might cancel out any schedule saved with unitized system potentially non-continuous insulation (need to confirm) (all unitized systems) at odds with window wall system (all unitized systems) some of the economy gained with unitized/panelized system lost when working with panel width of 13’ since shipping costs increase SIMILAR PROJECT 10 bond street (need to verify) metal stud backup (need to verify) girts track clips 1-1.5” thick terra cotta panel sheathing rigid insulation air cavity air vapor barrier 2'-0" 1'-6" THE STUDY AT UNIVERSITY OF CHICAGO MAXIMUM PANEL SIZE JOINT LOCATIONS CONSTRUCTION Tower Facade Materiality SOLUTION NAME NEOLITH DESCRIPTION 0.25” THICK “SINTERED COMPACT SURFACE”, MADE OF NATURAL MATERIALS, SIMILAR TO PORCELAIN TILE SYSTEM TYPE RAINSCREEN ASSEMBLY METHOD SITE BUILT COMPANY STONE DESIGN LAURA’S GUY TOM TRAVIS SAMPLES (LIGHT) AVORIO, PIETRA DI OSSO, PIETRA DI LUNA, MARFIL SAMPLES (DARK) PETRA DI PIOMBO, PIERRE BLEUE, BASALT GREY, BASALT BLACK BUDGET PRICING (PER SF) $112 ADVANTAGES very sleek looking product with lots of stone-looking finishes available the color families we’ve been exploring large panel sizes lend themselves nicely to current design intent durable requires no maintenance Pureti treatment available for self-cleaning air purifier (all rainscreen systems) building enclosure schedule is not affected by cladding lead times (all site-built systems) harmonious with window wall concept DISADVANTAGES returns would have to be handled as separate piece with mitered corner possible attachment methods varying cost, but our design would require the most expensive very unique product not lot of competition in the market SIMILAR PROJECT metal stud backup substructure 0.25” thick neolith panel sheathing rigid insulation air cavity air vapor barrier 4'-8" THE STUDY AT UNIVERSITY OF CHICAGO MAXIMUM PANEL SIZE JOINT LOCATIONS CONSTRUCTION Tower Facade Materiality SOLUTION NAME TERRACLAD DESCRIPTION 1” 1.5” THICK TERRA COTTA VENEER SYSTEM TYPE RAINSCREEN ASSEMBLY METHOD SITE BUILT COMPANY BOSTON VALLEY TERRA COTTA BUILDING BLOCKS LAURA’S GUY MAGGIE LIZZIE SAMPLES (LIGHT) CREAM SAMPLES (DARK) GRAPHITE, PEWTER, CHARCOAL BUDGET PRICING (PER SF) $87 ADVANTAGES clay-based product yields natural and timeless aesthetic starts off more economical than GFRC ($35/SF material base cost compared to $55/SF) textured options available, which could be nice at spandrel panel (all site-built systems) harmonious with window wall concept (all rainscreen systems) building enclosure schedule not affected by cladding lead times DISADVANTAGES small panelization is maybe not in line with current design intent items that drive up price from base cost include labor (much greater number of pieces, all field installed, make its labor higher than GFRC) and custom dies (even sloped sill would be custom) returns would have to be handled as separate piece with mitered corner terra cotta has much longer lead times than GFRC and probably other products (6 months) SIMILAR PROJECT mcgee pavilion // ikon.5 architects metal stud backup girts track clips 1-1.5” thick terra cotta panel sheathing rigid insulation air cavity air vapor barrier 2'-0" 1'-6"
SOLUTION NAME . . . . . . . GLASS FIBER REINFORCED CONCRETE (GFRC)
DESCRIPTION . . . . . . . 0.75” THICK ARCHITECTURALLY FINISHED
GLASS-FIBER-REINFORCED CONCRETE SKIN
SYSTEM TYPE . . . . . . . . RAINSCREEN
ASSEMBLY METHOD . . SITE BUILT
COMPANY . . . . . . . . . . BUILDING BLOCKS
LAURA’S GUY . . . . . . . . . . KEVIN
SAMPLES (LIGHT) . . . . . . . . CUSTOM MIX
SAMPLES (DARK) . . . . . . . . . . NONE
BUDGET PRICING (PER SF) $102
ADVANTAGES
• aesthetic resemblance to stone
• (all site-built systems) building enclosure schedule is not affected by cladding lead times
• (all site-built systems) harmonious with window wall concept
DISADVANTAGES
• lower competition in GFRC industry than in precast industry in Chicago
• GFRC as a facade material once had a bad reputation; modern use of it is not as tried & true as some of the other material options
Tower Facade Materiality
SIMILAR PROJECT hyatt centric // sera architects
MAXIMUM PANEL SIZE JOINT LOCATIONS
ANY DIMENSION X 38'-0" (N.T.S)
CONSTRUCTION
metal stud backup
sheathing
air & vapor barrier
rigid insulation
air cavity
anchors
0.75” glass fiber reinforced concrete (gfrc) skin
THE STUDY AT UNIVERSITY OF CHICAGO
the study hotel [facade materiality] 31
32 USF // ROOF DESIGN CHARETTE // 02.24.2016 CURRENT DESIGN :: ROOF ASSEMBLY TYPES CURRENT DESIGN o ROOF ASSEMBLY TYPES o SPACE TYPES ISSUES o WALL ASSEMBLY TYPES QUANTITY INSTANCES OF FLIPPING o DETAILS QUANTITY INSTANCES OF BARRIER DISCONTINUITY BELOW ROOF ASSEMBLY TYPES INSULATED STANDING SEAM UNINSULATED STANDING SEAM TPO OVER TAPERED INSULATION NON -TAPERED INSULATION NONE 12345 WATER BARRIER XXX AIR & VAPOR BARRIER X XX THERMAL BARRIER X XX USF // ROOF DESIGN CHARETTE // 02.24.2016 CURRENT DESIGN :: SPACE TYPES CURRENT DESIGN o ROOF ASSEMBLY TYPES o SPACE TYPES ISSUES o WALL ASSEMBLY TYPES QUANTITY INSTANCES OF FLIPPING o DETAILS QUANTITY INSTANCES OF BARRIER DISCONTINUITY WARM & VAPOR FREE WATER FREE FIRE RATED OVERALL USF // ROOF DESIGN CHARETTE // 02.24.2016 CURRENT DESIGN :: ROOF ASSEMBLY TYPES CURRENT DESIGN o ROOF ASSEMBLY TYPES o SPACE TYPES ISSUES o WALL ASSEMBLY TYPES QUANTITY INSTANCES OF FLIPPING o DETAILS QUANTITY INSTANCES OF BARRIER DISCONTINUITY ABOVE + BELOW ABOVE 12345 BELOW 1 2 3 a a 4 b 5 c a USF // ROOF DESIGN CHARETTE // 02.24.2016 ISSUES :: DETAILS :: QUANTITY CURRENT DESIGN o ROOF ASSEMBLY TYPES o SPACE TYPES ISSUES o WALL ASSEMBLY TYPES QUANTITY INSTANCES OF FLIPPING o DETAILS QUANTITY INSTANCES OF BARRIER DISCONTINUITY 13+ UNIQUE ROOF PERIMETER CONDITIONS USF // ROOF DESIGN CHARETTE // 02.24.2016 ISSUES :: WALL ASSEMBLY TYPES :: QUANTITY CURRENT DESIGN o ROOF ASSEMBLY TYPES o SPACE TYPES ISSUES o WALL ASSEMBLY TYPES QUANTITY INSTANCES OF FLIPPING o DETAILS QUANTITY INSTANCES OF BARRIER DISCONTINUITY WALL ASSEMBLY TYPES ABCDEF WATER BARRIER XXX X AIR & VAPOR BARRIER X XX X THERMAL BARRIER X XX X FIRE RATED X ? BELOW USF // ROOF DESIGN CHARETTE // 02.24.2016 ISSUES
CURRENT DESIGN o ROOF ASSEMBLY TYPES o SPACE TYPES ISSUES o WALL ASSEMBLY TYPES QUANTITY INSTANCES OF FLIPPING o DETAILS QUANTITY INSTANCES OF BARRIER DISCONTINUITY A B D E F G C
:: DETAILS :: QUANTITY
CURRENT DESIGN
o ROOF ASSEMBLY TYPES
o SPACE TYPES ISSUES
o WALL ASSEMBLY TYPES
QUANTITY
INSTANCES OF FLIPPING
o DETAILS
QUANTITY
INSTANCES OF BARRIER
DISCONTINUITY
CURRENT DESIGN :: ROOF ASSEMBLY TYPES
USF // ROOF DESIGN CHARETTE // 02.24.2016
ABOVE
INSULATED STANDING SEAM UNINSULATED STANDING SEAM TPO OVER TAPERED INSULATION NON -TAPERED INSULATION NONE
WATER BARRIER XXX AIR & VAPOR BARRIER X XX THERMAL BARRIER X XX university of st. francis science center [roof design charrette] 33
ROOF ASSEMBLY TYPES
12345
34 PERFORMING ARTS CENTER FIRE SUPPRESSION CRESTVIEW LOCAL SCHOOLS NEW PK-12 SCHOOL 04.19.2023 options for school buffer tank: 1: PAC interior 100 level (-$90k-$10K) 2: PAC interior 200 level ($10-110K) 3A: exterior west of PAC ($15-115K) 3B: at-grade exterior east of PAC ($5-105K) 4: new facility interior 100 level ($60K) 5: water tower ($50-200K) has potential to be combined solution for PAC + new facility has potential to be combined solution for PAC +new facility elementary *design team’s very rough cost opinion shown; recommend cost estimator weighs in. costs shown are on top of current new facility budget. for reference, water solution for new facility valued at $210k by Hammond Construction (tank, pumps, SF). ** any solution requires engineering to understand all opportunities, constraints, and scope. W G ST ST ST ST ST ST ST S S A T S PROP 12"STM@1.64% INV. 1297.00 (4) CB (13) CB (14) (1) CB CB (11) CB (10) CB (12) PROP. STM. P S S W D O O O F S T T S T HW O T (17) PROP.30"STM. (16) CB (15) TM CB (25) CB (24) CB (23) (22) R M O (21) HW (3) HW PROPOSED CLEANOUT(CO) DOWNSPOUT WORKINGDAYS BEFORE YOU DIG OHIOUTILITIESPROTECTIONSERVICE 800-362-2764 UTILITY PLAN C400 Holabird Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must writing. This drawing copy may have been reproduced at size different than originally drawn. The Owner and Architect assume responsibility use incorrect scale. Drawings are not be scaled. Not published All rights reserved. No.DateIssue Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. Project Name 11/30/2023 ISSUE FOR 100% SD UTILITY PLAN 50' KEY NOTES ACID NEUTRALIZATION EX. WETLAND GREASEINTERCEPTOR WASTEWATER TREATMENT PLANTEFFLUENTSEWER PROPOSED UTILITYPOLE. SEEELECTRICALSITEPLANS LOCATION RELATIVE TO EXISTING CONDITIONS LOCATION RELATIVE TO NEW CONSTRUCTION LOCATION RELATIVE TO EXISTING CONDITIONS SAMPLE IMAGERY LOCATION RELATIVE TO NEW CONSTRUCTION PERFORMING ARTS CENTER FIRE SUPPRESSION CRESTVIEW LOCAL SCHOOLS NEW PK-12 SCHOOL 04.19.2023 *design team’s very rough cost opinion shown; recommend cost estimator weighs in. costs shown are on top of current new facility budget. for reference, water solution for new facility valued at $210k by Hammond Construction (tank, pumps, SF). any solution requires engineering to understand all opportunities, constraints, and scope. BUFFER TANK OPTION 1: SCHOOL INSTALLS LOCAL INTERIOR TANK IN 100 LEVEL SCENE SHOP (roughly 1,500-4,000 gal, 12’x4’ footprint) ADVANTAGES could replace need for fire buffer tank and fire pump in new facility implementable with little coordination with new facility design equipment is aesthetically concealed quickest execution DISADVANTAGES loss of programmed theater space GENERAL SCOPE** ROUGH ORDER OF MAGNITUDE* manifold buffer tank system interior piping connections between fire line and tanks, tank and pump underground fire line between PAC and new facility (as part of K-12 project) savings in new facility project budget for elimination of tank and pump (savings in new facility project budget for elimination of pump unless PAC upgrade req’d) if PAC fire pump is adequate as if PAC fire pump upgrade is needed as part of school project FURTHER VETTING KNOWN TO BE REQUIRED AT THIS TIME** all fire protection calculations and confirmation that single tank/pump can support both facilities review of existing PAC slab-on-grade design $50k $10k $20k -$70k -$100K -$90k $10K IMAGERY (10) (25) CB (24) PROPOSEDGAS EXISTINGSTORM EXISTINGGAS LEGEND PROPOSEDTELEPHONE PROPOSEDLIGHTFIXTURE PROPOSEDGASMETER BEFOREYOUDIG UTILITY PLAN C400 Holabird Root, LLC expressly disclaims responsibility arising from any unauthorized use these plans, drawings notes. Any authorization must writing. This drawing copy have been reproduced size different than originally drawn. The Owner Architect assume responsibility use incorrectscale. Drawings not scaled. Not published rights reserved. No.DateIssue ProjectNumber Drawn Proj.Arch./Eng. ProjectName UTILITY PLAN KEYNOTES EX.WETLAND GREASEINTERCEPTOR WASTEWATERTREATMENTPLANTEFFLUENTSEWER PROPOSEDUTILITYPOLE.SEEELECTRICALSITEPLANS BUFFER TANK OPTIONS LOCATION RELATIVE TO EXISTING CONDITIONS SAMPLE IMAGERY LOCATION RELATIVE TO NEW CONSTRUCTION PERFORMING ARTS CENTER FIRE SUPPRESSION CRESTVIEW LOCAL SCHOOLS NEW PK-12 SCHOOL 04.19.2023 *design team’s very rough cost opinion shown; recommend cost estimator weighs in. costs shown are on top of current new facility budget. for reference, water solution for new facility valued at $210k by Hammond Construction (tank, pumps, SF). ** any solution requires engineering to understand all opportunities, constraints, and scope. BUFFER TANK OPTION 2: SCHOOL INSTALLS LOCAL INTERIOR TANK IN 200 LEVEL MECHANICAL ROOM OF PAC (roughly 1,500-4,000 gal, 12’x4’ footprint) ADVANTAGES could replace need for fire buffer tank and fire pump in new facility implementable with little coordination with new facility design equipment is aesthetically concealed DISADVANTAGES reconstruction of structural floor and new foundation piers loss of file storge space GENERAL SCOPE** + ROUGH ORDER OF MAGNITUDE* structural modifications manifold buffer tank system interior piping connections between fire line and tanks, tank and pump underground fire line between PAC and new facility (as part of K-12 project) savings in new facility project budget for elimination of tank and pump (savings in new facility project budget for elimination of pump unless PAC upgrade req’d) PAC fire pump is adequate as is PAC fire pump upgrade needed as part of school project FURTHER VETTING KNOWN TO BE REQUIRED AT THIS TIME** identification of tank basis-of-design that can be brought into building through existing pathways all fire protection calculations and confirmation that single tank/pump can support both facilities review of existing PAC precast shop drawings $100k $50k $10k $20k -$70k -$100K $10k $110K PROPOSED EXISTING EXISTING LEGEND PROPOSED PROPOSED PROPOSED UTILITY PLAN KEYNOTES EX.WETLAND GREASEINTERCEPTOR WASTEWATERTREATMENTPLANTEFFLUENT PROPOSEDUTILITYPOLE.SEEELECTRICAL BUFFER TANK OPTIONS LOCATION RELATIVE TO EXISTING CONDITIONS SAMPLE IMAGERY LOCATION RELATIVE TO NEW CONSTRUCTION PERFORMING ARTS CENTER FIRE SUPPRESSION CRESTVIEW LOCAL SCHOOLS NEW PK-12 SCHOOL 04.19.2023 *design team’s very rough cost opinion shown; recommend cost estimator weighs in. costs shown are on top of current new facility budget. for reference, water solution for new facility valued at $210k by Hammond Construction (tank, pumps, SF). ** any solution requires engineering to understand all opportunities, constraints, and scope. BUFFER TANK OPTION 3B: SCHOOL INSTALLS EXTERIOR AT-GRADE TANK JUST EAST OF PERFORMING ARTS CENTER roughly 1,500-4,000 gal, approx. 6-9’ diameter and 11-13ft height) ADVANTAGES could replace need for fire buffer tank in new facility (fire pump as well it makes sense) near/within equipment yard alcove shared by PAC and new facility is natural location for this DISADVANTAGES aesthetics along school approach since it needs to be closer to PAC than new equipment yard (but opportunities for creative use of tower as campus directional signage) crowded area for old and new utilities makes foundation and pipe placement challenging challenging location from a new-facility-construction logistics plan perspective requires high degree of coordination with new facility design potential early disruption to school’s parking drop-off loop, potential loss of maint. parking in new k-12 GENERAL SCOPE** ROUGH ORDER OF MAGNITUDE* exterior water tank with insulation and heating element underground fire line between crestview road and tank, tank and PAC underground fire line between PAC and new facility (as part of K-12 project) savings in new facility project budget for elimination of fire tank (savings in new facility project budget for elimination of pump unless PAC upgrade req’d) if PAC fire pump is adequate as is if PAC fire pump upgrade is needed as part of school project FURTHER VETTING KNOWN TO BE REQUIRED AT THIS TIME** all fire protection calculations and confirmation that single tank/pump can support both facilities study of underground utility routing and corresponding advancement of new facility site design study of new facility construction logistics and zoning ordinance $125k $40k $20k -$70k -$100k $15k $115k INV. 1297.00 CB (10) HW PROPOSEDGAS EXISTINGSTORM EXISTINGGAS PROPOSEDTELEPHONE PROPOSEDCLEANOUT(CO) BEFOREYOUDIG 800-362-2764 UTILITY PLAN C400 Holabird Root, expressly disclaims responsibility arising from unauthorized these plans, drawings and notes. authorization must This drawing copy may have been reproduced different than originally drawn. The Owner andArchitect assume responsibility incorrectscale. Drawings are not scaled. Not published rights reserved. Drawing ProjectNumber Drawn Proj.Arch./Eng. ProjectName 11/30/2023 ISSUEFOR100% UTILITY PLAN KEYNOTES BUFFER TANK OPTIONS LOCATION RELATIVE TO EXISTING CONDITIONS SAMPLE IMAGERY LOCATION RELATIVE TO NEW CONSTRUCTION PERFORMING ARTS CENTER FIRE SUPPRESSION CRESTVIEW LOCAL SCHOOLS NEW PK-12 SCHOOL 04.19.2023 *design team’s very rough cost opinion shown; recommend cost estimator weighs in. costs shown are on top of current new facility budget. for reference, water solution for new facility valued at $210k by Hammond Construction (tank, pumps, SF). ** any solution requires engineering to understand all opportunities, constraints, and scope. BUFFER TANK OPTION 4: NEW FACILITY’S INTERIOR BUFFER TANK AND FIRE PUMP SERVES PERFORMING ARTS CENTER roughly 1,500-4,000 gal, approx. 6’ diameter) ADVANTAGES • equipment is aesthetically concealed DISADVANTAGES • PAC requires temporary solution for roughly next 1.5 years, which can amount to something that comparable to Solutions 3A and 3B once seasonal heating and all connections are considered GENERAL SCOPE** ROUGH ORDER OF MAGNITUDE* fire tank and SF already in project scope as accepted add/alternate (roughly $70k value) underground fire line between new facility and PAC (as part of K-12 project) temporary measures for PAC FURTHER VETTING KNOWN TO BE REQUIRED AT THIS TIME** • all fire protection calculations and confirmation that single tank/pump can support both facilities • conversation w/ state over implications of building permit expiration $0k $20k $40k+ $60k+ SAMPLE 1297.00 (10) (17) PROPOSEDGAS EXISTINGSTORM EXISTINGGAS PROPOSEDTELEPHONE PROPOSEDCLEANOUT(CO) BEFOREYOUDIG 800-362-2764 UTILITY PLAN C400 Holabird Root, LLC expressly disclaims responsibility arising from any unauthorized these plans, drawings notes. authorization must This drawing copy have been reproduced size different than originally drawn. The Owner andArchitect assume responsibility use incorrectscale. Drawings not scaled. Not published rights reserved. Drawing ProjectNumber Drawn Proj.Arch./Eng. ProjectName 11/30/2023 ISSUEFOR100% UTILITY PLAN KEYNOTES BUFFER TANK OPTIONS LOCATION RELATIVE TO EXISTING CONDITIONS SAMPLE IMAGERY LOCATION RELATIVE TO NEW CONSTRUCTION PERFORMING ARTS CENTER FIRE SUPPRESSION CRESTVIEW LOCAL SCHOOLS NEW PK-12 SCHOOL 04.19.2023 *design team’s very rough cost opinion shown; recommend cost estimator weighs in. costs shown are on top of current new facility budget. for reference, water solution for new facility valued at $210k by Hammond Construction (tank, pumps, SF). ** any solution requires engineering to understand all opportunities, constraints, and scope. BUFFER TANK OPTION 5: SCHOOL INSTALLS EXTERIOR WATER TOWER WITH BOOSTER PUMP TO SERVE CAMPUS ADVANTAGES ideally would eliminate need for pumps and tanks (fire domestic water) in all buildings does not need to be aesthetically managed near new main K-12 facility or PAC DISADVANTAGES requires construction or modification of infrastructure to distribute water from tower across campus larger project boundary likely leading to slower execution GENERAL SCOPE** + ROUGH ORDER OF MAGNITUDE* exterior water tank with insulation and heating element steel structure that elevates tank booster pump system beneath water tower new tap new underground water and power line connections b/w Crestview Rd and tower new underground water line connections between tower and PAC new underground water line connection between tower and new facility partially new underground water line connection between tower and elementary school savings in new facility project budget for elimination of fire tank, fire pump, domester water pump, and associated SF (potential savings in elementary school upgrades for elimination of fire tank, fire pump, domester water pump) elementary school is considered staying online and in need of fire suppression elementary school is considered demolished FURTHER VETTING KNOWN TO BE REQUIRED AT THIS TIME** study of routing of new underground utilities and ideal water tower location $125k $75k $30k $50k $40k $40k $50k -$210k (-$150k) $50k $200k INV. 1297.00 (10) (23) HW HW PROPOSED EXISTINGSTORM EXISTINGGAS PROPOSED UTILITY PLAN KEYNOTES BUFFER TANK OPTIONS ACROSS CRESTVIEW ROAD OR BY SOCCER FIELDS ACROSS CRESTVIEW ROAD OR BY SOCCER FIELDS
BUFFER TANK OPTION 3A:
SCHOOL INSTALLS EXTERIOR TANK JUST WEST OF PERFORMING ARTS CENTER, AT-GRADE OR APPROX. 5’ ELEVATED
(roughly 1,500-4,000 gal, approx. 6-9’ diameter and 11-13’ height + elevating requirements)
ADVANTAGES
• could replace need for fire buffer tank and fire pump in new facility
• implementable with minimal coordination with new facility design
DISADVANTAGES
• aesthetics along PAC entry (but opportunities for creative use of tower as marquee or similar feature)
• the further away from the fire pump room, taller tank or elevated tank req’ts may come into play
• if solution involves underground utility routing south of PAC (crowded), then challenging
GENERAL SCOPE** + ROUGH ORDER OF MAGNITUDE*
exterior water tank with insulation and heating element
new street tap + underground fire line between crestview road and tank, tank and PAC
underground fire line between PAC and new facility (as part of K-12 project)
LOCATION RELATIVE TO EXISTING CONDITIONS
$125k $40k $20k 35
-$70k -$100k $15k $115k
savings in new facility project budget for elimination of fire tank
(savings in new facility project budget for elimination of pump unless PAC upgrade req’d)
if PAC fire pump is adequate as is
if PAC fire pump upgrade is needed as part of school project
FURTHER VETTING KNOWN TO BE REQUIRED AT THIS TIME**
• all fire protection calculations and confirmation that single tank/pump can support both facilities
LOCATION RELATIVE TO NEW CONSTRUCTION
*design team’s very rough cost opinion shown; recommend cost estimator weighs in. costs shown are on top of current new facility budget. for reference, water solution for new facility valued at $210k by Hammond Construction (tank, pumps, SF). ** any solution requires engineering to understand all opportunities, constraints, and scope.
pk-12
SAMPLE IMAGERY
SAMPLE IMAGERY W W W W W W W W W W W G G G G G G G G G G E E E E E E E E E E E E E CATV CATV X S T S T S S T S T W W S T T S TS S S T T S N AN S T S T S T S T ST ST ST S T S ST ST ST ST ST ST ST ST S T TS ST S ST S TS TS S T ST ST S T ST S T TS TS S T S T SAN ST ST ST ST ST ST ST ST ST ST T S T S TS TS X X ST ST S T TS T S T S ST ST TS TS TS TS G G W C A G G G G G G G G G G G G AC V AC V W W W G G SAN S N AN W G G G G S N S N AN S T S G SAN SAN SAN SAN SAN SAN W W W W W W W C A T V C A T V C A T V C A T V W ST ST ST S T S T S T ST S T ST ST S T S TS S T S S T S T ST 61 LF PROP 12" STM @ 1.64% INV. 1297.00 INV. = 1298.00 S ST T S T S S CB (5) CB (4) CB (3) CB (13) CB (14) CB (1) CB (6) CB (2) CB (7) CB (11) CB (10) CB (8) CB (9) CB (12) PORP 21 MTS P R O P 1 8 S T M OPR P 1 2 SMT PROP. 12" STM. P R O P 2 4 S T M P R S T M PROP12 STM P R O P 1 2 S T M P OP 1 STM ROP 2 S M P 1 2 S T M PRO S M P R O P 1 8 S ROP 2 S M PROP 8 STM P R O P 2 4 S T M PROP 8 S M P R O P 2 4 S P OP 1 STM A S N 6 SAN AN S N S N S N AN 6 SAN G G G G G G G G G G W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W 3 DOM W W W W W W W W W W 6 DOM FO FO O FO O O FO FO FO PR PO E C OO E 0 0 E S G P RFORM G R EN E F E S T S T TS TS TS T S T S S T S TS S T S S T S T ST ST ST T ST ST S S S T S T HW (1) PROP30STM ROP 0 S M CB (17) PROP. 30" STM. CB (16) ROP 0 S M CB (15) ROP 0 STM CB (25) P R O 1 2 S TM T S TS CB (24) P S T M CB (23) P R O P 1 2 S T CB (22) P R O P 1 2 S P12STM CB (21) HW (3) HW (2) X X X X X P R O P. 2 4 T M EX. WETLAND 1 crestview
[water
• study of underground utility routing volume solutions]
pressure +
data
WHO IS SERVICING THESE STUDENTS
38 24 INTRO DATA NEEDS NEXT PROCESS
Biological & Health Services Business & Social Sciences Communication Arts, Humanities & Fine Arts Counseling & Other Engineering, Math & Physical Sciences 0 200 400600 8001,0001,2001,4001,600 Course Location Grayslake Lakeshore Southlake Online O site Number of Classes O ered SOURCE FOR ALL DATA: CLC SPRING 2020 COURSE CATALOG COLLEGE LEVEL COURSES PER ACADEMIC DIVISION PER CAMPUS 538
CLC DISTRICT WORKFORCE BY INDUSTRY
WORKFORCE INDUSTRIES BY CLC DISTRICT QUADRANT: (2019)
SOURCE FOR ALL DATA: ESRI.
college of lake county [workforce + curriculum alignment] 39 29 INTRO DATA NEEDS NEXT
Manufacturing Health Care Retail Trade Finance / Insurance Accommodation / Food Svc. Educational Services Professional / Tech. Svc. Construction Other (<5% marketshare) 0 20,000 40,000 60,000 80,000 100,000 120,000 CLC District Quadrants Northwest Northeast Southeast Southwest Workforce Population
PROCESS
548
- Future Think 2018 Projections
- 5th
BOARD OF EDUCATION MEETING 05.26.2021
Enrollment
Grade Enrollment
- Total
- 6th
Grade Enrollment
ENROLLMENT
on Wadsworth City Schools historical data and yearly projections 1999-002000-012001-022002-032003-042004-052005-062006-072007-082008-092009-102010-112011-122012-132013-142014-152015-162016-172017-182018-192019-202020-212021-222022-232023-242024-25 800 700 600 500 400 300 200 100 0 ACADEMIC YEAR STUDENT ENROLLMENT TOTAL ENROLLMENT 6TH GRADE ENROLLMENT 5TH GRADE ENROLLMENT LOW: PEAK: AVG.: 615 (2022-23) 760 (2012-13) 698 LOW: PEAK: AVG.: 306 (2023-24, 2004-05) 385 (2012-13) 353 LOW: PEAK: AVG.: 303 (2022-23, 2014-15) 388 (2016-17) 346
CIS
BY YEAR Based
2025-262026-272027-282028-29
40
FUTURE CIS ENROLLMENT PROJECTIONS
Based on Wadsworth City Schools historical data and yearly projections
- Wadsworth Projected Total Enrollment
- Wadsworth Deviation Range*
- Future Think 2018 Projected Total Enrollment
- Future Think Deviation Range*
* Based on di erence between actual enrollment and enrollment projected “X” years after the year the projection was made.
** Low, Peak, and Average describe actual projections and do not account for the deviation range.
wadsworth intermediate school [classroom quantities] 41 BOARD OF EDUCATION MEETING 05.26.2021
ACADEMIC YEAR STUDENT ENROLLMENT FUTURE TOTAL ENROLLMENT** LOW: PEAK: AVG.: 615 Students (2022-23) 713 Students (2025-26) 661 Students 700 650 600 550 500 450 400 800 750 2024-25 2023-24 2022-23 2021-22 2020-21 2027-28 2026-27 2025-26 900 850 2028-29
615 713
NET SF PER STUDENT
Based on Wadsworth City Schools historical data and existing floor plans**
- Academic NSF per Student*
- Non-academic NSF per Student
- Academic NSF per Student*
- Non-academic NSF per Student
Based on Wadsworth City Schools historical data and existing floor plans** 1999-002000-012001-022002-032003-042004-052005-062006-072007-082008-092009-102010-112011-122012-132013-142014-152015-162016-172017-182018-192019-202020-21
1999-002000-012001-022002-032003-042004-052005-062006-072007-082008-092009-102010-112011-122012-132013-142014-152015-162016-172017-182018-192019-202020-21
* Academic SF is based on Academic Core program as defined by OFCC
** Total Existing NSF includes circulation, mechanical rooms, restrooms, etc. but does not include the O.J. Work Auditorium to better align with OFCC funded program.
* Academic SF is based on Academic Core program as defined by OFCC
** Total Existing NSF includes circulation, mechanical rooms, restrooms, etc. but does not include the O.J. Work Auditorium to better align with OFCC funded program.
NET SF PER STUDENT
ACADEMIC YEAR 140 120 100 80 60 40 20 0 NET SQUARE FEET PER STUDENT
46 48 47 43 47 45 424242 41 42 41 42 40 41 46 45 40 43 454546
ACADEMIC YEAR 140 120 100 80 60 40 20 0 NET SQUARE FEET PER STUDENT
46 48 47 43 47 45 424242 41 42 41 42 40 41 46 45 40 43 454546 42
NET SF PER STUDENT HISTORICAL EXTREMES
Low Enrollment based on lowest enrollment of Historical and Projected data: 2022-23
High Enrollment based on highest enrollment of Historical and Projected data: 2012-13
HISTORICAL EXTREMES
Low Enrollment based on lowest enrollment of Historical and Projected data: 2022-23
- Academic NSF per Student*
High Enrollment based on highest enrollment of Historical and Projected data: 2012-13
- Non-academic NSF per Student
* Academic SF is based on Academic Core program as defined by OFCC
** Total Existing NSF includes circulation, mechanical rooms, restrooms, etc. but does not include the O.J. Work Auditorium to better align with OFCC funded program.
* Academic SF is based on Academic Core program as defined by OFCC
**
wadsworth intermediate school [classroom quantities] 43 - Non-academic NSF per Student
140 120 100 80 60 40 20 0 NET SQUARE FEET PER STUDENT 48.5 48.5 48.5 80.1 81.1 79.6 49.3 80.7 39.9 65.3 LOW 615 STUDENTS WITH EXISTING
SQ.
LOW 615
700 STUDENTS
HIGH 760
HIGH 760
WITH
(79,931 SF) (79,931 SF) (90,068 SF) (79,753 SF) (97,395 SF)
CIS
FOOTAGE
STUDENTS WITH NEW OFCC ALLOWABLE SQ. FOOTAGE
WITH NEW OFCC ALLOWABLE SQ. FOOTAGE
STUDENTS WITH NEW OFCC ALLOWABLE SQ. FOOTAGE
STUDENTS
EXISTING CIS SQ. FOOTAGE
140 120 100 80 60 40 20 0 NET SQUARE FEET PER STUDENT 48.5 48.5 48.5 80.1 81.1 79.6 49.3 80.7 39.9 65.3 LOW 615 STUDENTS WITH EXISTING CIS SQ. FOOTAGE LOW 615 STUDENTS WITH NEW OFCC ALLOWABLE SQ. FOOTAGE 700 STUDENTS WITH
ALLOWABLE SQ. FOOTAGE HIGH 760 STUDENTS WITH NEW OFCC ALLOWABLE SQ. FOOTAGE HIGH 760 STUDENTS WITH EXISTING CIS SQ. FOOTAGE (79,931 SF) (79,931 SF) (90,068 SF) (79,753 SF) (97,395 SF)
NEW OFCC
Total Existing NSF includes circulation, mechanical rooms, restrooms, etc. but does not include the O.J. Work Auditorium to better align with OFCC funded program.
Case Study - Flexible Furniture Scenarios
44 825 SF CLASSROOM 24 SEATS 825 SF CLASSROOM 24 SEATS 825 SF CLASSROOM 24 SEATS 825 SF CLASSROOM 24 SEATS / / Comm. No. CLASSROOM ANALYSISITERATIONS 05/18/21 Author 16011 28'0" 30' - 6" 27' - 10" 25' - 8" 3/32" = 1'-0" X_15 1 CLASSROOM ANALYSIS -Combined 24 STUDENTS @ 825 SF 24 STUDENTS IN GROUPS OF 4 @ 825 SF 24 STUDENTS IN GROUPS OF 6 @ 825 SF 24 STUDENTS IN GROUPS OF 8 @ 825 SF 24 STUDENTS IN GROUPS OF 2 @ 825 SF A B C D
Case Study - 900 vs 825 SF Classrooms
28'0" 30' - 6" 27' - 10" 25' - 8" 33' - 3" 28'0" 28' - 3" / / Comm. No. COMBINED Author 16011 3/32" = 1'-0" X_15 1 CLASSROOM ANALYSIS -Combined 20 STUDENTS @ 825 SF 24 STUDENTS @ 825 SF 28 STUDENTS @ 825 SF 20 STUDENTS @ 900 SF 24 STUDENTS @ 900 SF 28 STUDENTS @ 900 SF 28 STUDENTS @ 825 SF
wadsworth intermediate school [classroom quantities] 45
46 NUMBER OF CLASSROOMS CLASSROOM SQ. FT. CONSTRUCTION COST PER ROOM CLASSROOM CAPACITY TOTAL STUDENTS 26 27 282930 825900 810 $$$$$ $ 20 STUDENTS 825900 810 $$$$$ $ 825900 810 $$$$$ $ 825900 810 $$$$$ $ 825900 810 $$$$$ $ 520520 520 624624 624 728728 728 24 STUDENTS 28 STUDENTS 540540 540 648648 648 756756 756 560560 560 672672 672 784784 784 580580 580 696696 696 812812 812 600600 600 720720 720 840840 840 CURRENT CIS CLASSROOMS CIS Capacity Potential
CIS Order of Magnitude Budgeting
DESIGN FOR 650 STUDENTS
DESIGN FOR 675 STUDENTS
DESIGN FOR 700 STUDENTS
27 CLASSROOMS
28 CLASSROOMS
29 CLASSROOMS
* CLASSROOM COSTS SHOWN ARE APPROXIMATE. THEY INTEND TO INCLUDE CONSTRUCTION, FF&E, TECHNOLOGY HARD COSTS ASSOCIATED WITH THE CLASSROOM NSF PLUS A 30% GROSS FACTOR.
** BUILDING COSTS SHOWN ARE APPROXIMATE. THEY INTEND TO INCLUDE PROJECT (HARD & SOFT) COSTS ASSOCIATED WITH THE BUILDING AND STANDARD SITE SCOPE, BUT EXCLUDING UNIQUE SITE CONDITIONS AND PROPERTY PURCHASE.
810 SQ. FT. 825 SQ. FT. 900 SQ. FT. $207K $274K $299K $5.8M $7.7M 560-784 560-784 560-784 $207K $274K $299K $6.0M $8.0M $8.7M 580-812 580-812 580-812
ROUGH COST PER CLASSROOM* TOTAL STUDENT CAPACITY TOTAL ROUGH COST PER CLASSROOM* $207K $274K $299K $5.6M $7.4M $8.1M 540-756 540-756 540-756
ROUGH COST PER CLASSROOM* TOTAL STUDENT CAPACITY TOTAL ROUGH COST PER CLASSROOM* ROUGH COST PER CLASSROOM* TOTAL STUDENT CAPACITY TOTAL ROUGH COST PER CLASSROOM* TOTAL BUILDING AREA INCLUDING ELA’S + LFI 96,572 GSF 99,910 GSF 103,247 GSF ROUGH TOTAL BUILDING COST** $29.5M $30.5M $31.5M $8.4M EXCLUDING AUDITORIUM: EXCLUDING AUDITORIUM: EXCLUDING AUDITORIUM:
wadsworth intermediate school [classroom quantities] 47
GRAYSLAKE CAMPUS LEVEL 02 UTILIZATION
GRAYSLAKE LEVEL 02
INSTRUCTIONAL SPACE UTILIZATION
48 Prep Space) Plans, Cotter Course 03.09.2020, Supplemental
TOTAL ROOM UTILIZATION No Data 0% 33% 33% 66% 66% 100% Not Scheduable Independently (Support or Prep Space) Not Scheduable (Open Lab) Not Scheduable Typically (Non-Classroom) Source: H&R Analysis informed by CLC Facilities CAD Plans, CLC Campus Plans, "CLC Space Utilization Study" by Cotter Consulting 09.19.2018, Space Capacity & Fall 2019 Course Enrollment Spreadsheets by Cotter Consulting 03.09.2020, Markups by Cotter Consulting 03.11.2020, and Supplemental H&R Field Verification. T240 T238 T239 T237 T234 T232 T231 T221 T220 D216 D222 D227 D223 D228 D226 D225 D212 D204 D226A D228A D201 D202 C273 C271 C222 C224 C272 C276 C274 C268 P201 P205 P203 P204 P206 P209 P210 P212 P215 P216 P217 P214 P211 P208 P207 P103 P103 P107 P119 B278 B276 B274 B272 B269 B259 B245 B247 B257 A201 A201A A202 A204C A204 A204A A244 A231 A232 A233 A234 A243D A243 A243B A243C T217 T216 T215 T223 T225 T227 T226 T224 T236 T241 B289 B287 B271 B273 B224 B223 B222 B221 B204 A214 A224 A212 A214B A222 B246C B218 B246A B246B B246 B216 B244 C261 C257 C256 C248 C246 C244 C242 C212 C216 C218 H201
NEIGHBORHOOD
ACADEMIC GENERAL CLASSROOM
ACADEMIC ADULT BASIC EDUC./GED/ESL
ACADEMIC ARTS, ENTERTAINMENT AND HOSPITALITY
ACADEMIC COMMUNICATION & HUMANITIES
ACADEMIC EDUC. & SOCIAL SCIENCES
ACADEMIC MANUF, ENGINEERING, & ADV TECH
ACADEMIC SCIENCE & MATH
ACADEMIC SHARED
ACADEMIC SUSTAINABILITY & HORTICULTURE
ACADEMIC WELLNESS & HEALTH SCIENCES
COLLEGE SERVICES - ATHLETIC ADMINISTRATION
COLLEGE SERVICES - BUSINESS SERVICES
COLLEGE SERVICES - COLLEGE FOUNDATION/ ALUMNI RELATIONS
COLLEGE SERVICES - FACILITIES ADMINISTRATION
COLLEGE SERVICES - FINANCE DEPARTMENT
COLLEGE SERVICES - HUMAN RESOURCES
COLLEGE SERVICES - IL GREEN ECONOMY NETWORK
COLLEGE SERVICES - INFORMATION TECHNOLOGY
COLLEGE SERVICES INST. EFFECTIVENESS, PLANNING, & RESEARCH
COLLEGE SERVICES - POLICE DEPARTMENT
COLLEGE SERVICES - PURCHASING & CONTRACTS
COLLEGE SERVICES UNIVERSITY PARTNERSHIPS
COLLEGE SERVICES WPDI
NONE - VACANT SPACE
OTHER CIRCULATION
OTHER MECHANICAL
OTHER - RESTROOMS
OTHER - STORAGE / MAINTENANCE
STUDENT SERVICES - ACADEMIC SUCCESS
STUDENT SERVICES - ATHLETICS
STUDENT SERVICES - BOOKSTORE
STUDENT SERVICES - CAREER & JOB PLACEMENT CENTER
STUDENT SERVICES - CHILDREN'S LEARNING CENTER
STUDENT SERVICES - CONFERENCE CENTER
STUDENT SERVICES - COUNSELING/ADVISING/TRANSFER
STUDENT SERVICES - ENROLLMENT SERVICES
STUDENT SERVICES FOOD SERVICES
STUDENT SERVICES GALLERY
STUDENT SERVICES HEALTH SERVICES
STUDENT SERVICES INTERNATIONAL/OSD
STUDENT SERVICES LGBTQ+
STUDENT SERVICES LIBRARY
STUDENT SERVICES NEW STUDENT ORIENTATION
STUDENT SERVICES STUDENT ACTIVITIES
STUDENT SERVICES STUDENT LIFE
STUDENT SERVICES STUDENT RESOURCE CENTER
STUDENT SERVICES TECHNOLOGY SUPPORT
STUDENT SERVICES TESTING
STUDENT SERVICES TRiO
STUDENT SERVICES TUTORING CENTER
STUDENT SERVICES VETERAN'S LOUNGE
GRAYSLAKE LEVEL 01
NEIGHBORHOOD
SOURCE: H&R ANALYSIS INFORMED BY CLC CAD PLANS, CLC CAMPUS PLANS, CLC
MARKETING NEIGHBORHOOD FLOOR PLANS, AND SUPPLEMENTAL H&R FIELD VERIFICATION
NOTE: 'NEIGHBORHOOD' GENERAL TERM DERIVED FROM CLC
NOTE: LEGEND ONLY SHOWS NEIGHBORHOOD SPACES REFLECTED IN PLAN. SEE SHEET X FOR ENTIRE LIST
ACADEMIC -MANUF, ENGINEERING, & ADV TECH ACADEMIC -WELLNESS & HEALTH SCIENCES COLLEGE SERVICES -ATHLETIC ADMINISTRATION STUDENT SERVICES -ATHLETICS ACADEMIC -ADULT BASIC EDUC./GED/ESL COLLEGE SERVICES -WPDI COLLEGE SERVICES -POLICE DEPARTMENT NONE -VACANT SPACE ACADEMIC -MANUF, ENGINEERING, & ADV TECH COLLEGE SERVICES -HUMAN RESOURCES STUDENT SERVICES -TUTORING CENTER STUDENT SERVICES -LIBRARY COLLEGE SERVICES -INST. EFFECTIVENESS, PLANNING, & RESEARCH ACADEMIC GENERAL CLASSROOM STUDENT SERVICES -GALLERY ACADEMIC -SHARED ACADEMIC -EDUC. & SOCIAL SCIENCES ACADEMIC -SCIENCE & MATH ACADEMIC -WELLNESS & HEALTH SCIENCES STUDENT SERVICES CONFERENCE CENTER STUDENT SERVICES COUNSELING/ADVISING/TRANSFER STUDENT SERVICES -CAREER & JOB PLACEMENT CENTER STUDENT SERVICES -STUDENT RESOURCE CENTER STUDENT SERVICES -FOOD SERVICES COLLEGE SERVICES -PURCHASING & CONTRACTS COLLEGE SERVICES -FINANCE DEPARTMENT COLLEGE SERVICES -FINANCE DEPARTMENT COLLEGE SERVICES INFORMATION TECHNOLOGY ACADEMIC -COMMUNICATION & HUMANITIES ACADEMIC -SCIENCE & MATH STUDENT SERVICES TECHNOLOGY SUPPORT STUDENT SERVICES -HEALTH SERVICES ACADEMIC GENERAL CLASSROOM STUDENT SERVICES -STUDENT LIFE STUDENT SERVICES -CHILDREN'S LEARNING CENTER ACADEMIC -EDUC. & SOCIAL SCIENCES ACADEMIC -ARTS, ENTERTAINMENT AND HOSPITALITY ACADEMIC -ARTS, ENTERTAINMENT AND HOSPITALITY STUDENT SERVICES INTERNATIONAL/OSD STUDENT SERVICES -BOOKSTORE STUDENT SERVICES -NEW STUDENT ORIENTATION STUDENT SERVICES -TESTING STUDENT SERVICES ENROLLMENT SERVICES STUDENT SERVICES COUNSELING/ADVISING/TRANSFER ACADEMIC -MANUF, ENGINEERING, & ADV TECH STUDENT SERVICES -STUDENT ACTIVITIES ACADEMIC -SUSTAINABILITY & HORTICULTURE COLLEGE SERVICES -FACILITIES ADMINISTRATION ACADEMIC GENERAL CLASSROOM STUDENT SERVICES -TRiO COLLEGE SERVICES -IL GREEN ECONOMY NETWORK STUDENT SERVICES -ACADEMIC SUCCESS STUDENT SERVICES -VETERAN'S LOUNGE COLLEGE SERVICES -UNIVERSITY PARTNERSHIPS
NEIGHBORHOODS 258 college of lake county [facilities mapping] 49
GRAYSLAKE CAMPUS LEVEL 01
A classroom that has no especially unique learning tools, allowing it to support a wide array of curriculum and be useful for at least some courses in every field of interest.
PURPOSE BUILT
A classroom that has unique learning tools (for example, science lab casework, automotive equipment, computers with unique capabilities, easels as workstations, etc.) that would be di cult or impossible to move in and out of classrooms on a daily basis and that intereferes with instruction of curriculum not in need of said learning tools. These spaces are often referred to as labs or studios and by nature likely serve a single field of interest.
GENERAL - COMPUTER LAB
A classroom that has a desktop computer set up as each student workstation, but with hardware and software capable of supporting a wide array of curriculum, allowing the classroom to be useful to multiple fields of interest.
PURPOSE BUILT - OPEN LAB
A "purpose built" space but one that is not able to be scheduled for classes and rather remains open for use by any students and faculty throughout the day.
GENERAL - COMPUTER LAB - OPEN
A "general computer lab," but one that is not able to be scheduled for classes and rather remains open for independent student and faculty use throughout the day.
PURPOSE BUILT - SUPPORT OR PREP
An occupiable space that supports the use of a "purpose built" space, but is not able to be scheduled independently of that space and that shares an occupant load with the space it supports (for example, biology prep area or dental clinic locker room). Storage spaces (traditionally non-occupiable) were not included in this classification unless there was strong evidence that they would be accessed and occupied by students while using the "purpose built" classroom or open lab (for example, lab storage and kitchen storage).
General
General - Computer Lab
General - Computer Lab -Open
Purpose Built
Purpose Built - Open Lab
Purpose Built - Support or Prep
INTEREST CAMPUSES
2018, Cotter Space Capacity Verification
INSTRUCTIONAL SPACE TYPES
GRAYSLAKE + LAKESHORE + SOUTHLAKE CAMPUSES
Sources of Data: CLC facilities CAD plans, Cotter Utilization Study 2018, Cotter Space Capacity Spreadsheets 2020, Supplemental Field Verification
CLASSROOM ANALYSIS - ONLINE PRESENCE
It should be noted that in 2020, instruction does not always take place in physical form for the College of Lake County. Online and remote
The second delivery method was born in 2020 out of circumstances of the COVID-19 pandemic— as the population was discouraged from being
50 Claimed by Field of Interest 1600 24200 16200 1700 2100 4400 13200 0100002000030000400005000060000 11500 Built Built - Open Lab Built - Support or Prep 26% 5% 2% 42% 17% 8%
GENERAL
INSTRUCTIONAL SPACE BY FIELD OF INTEREST GRAYSLAKE + LAKESHORE + SOUTHLAKE CAMPUSES
Sources of Data: CLC facilities CAD plans, Cotter Utilization Study 2018, Cotter Space Capacity Spreadsheets 2020, Supplemental Field Verification
A classroom that has no unique learning tools, allowing support a wide array of and be useful for at least courses in every field of interest.
PURPOSE BUILT
A classroom that has unique tools (for example, science casework, automotive computers with unique capabilities, easels as workstations, would be di cult or impossible move in and out of classrooms daily basis and that intereferes instruction of curriculum not of said learning tools. These are often referred to as labs and by nature likely serve field of interest.
Sources
It should be noted that in
college of lake county [classroom utilization] 51 Field of Interest Square Footage of Instructional Space Claimed by Field of Interest 41600 2500 500 600 13600 3500 2500 13600 600 2200 1600 500 1500 1000 1200 700 21200 6900 4700 6700 39300 26500 3400 21800 500 24200 1900 16200 1700 5500 3800 2100 200 4400 13200 4100 0100002000030000400005000060000 1900 11500 General General - Computer Lab General - Computer Lab -Open Purpose Built Purpose Built - Open Lab Purpose Built - Support or Prep Wellness & Health Sciences Sustainability & Horticulture Science & Math Manuf., Engineering, & Adv. Tech Legal Stud. & Public Safety Education & Social Sciences Communication & Humanities Business & Information Technology Arts, Entertainment & Hospitality Adult Basic Education/GED/ESL General Classrooms (Shared) 7 3 70 80 17%
CLASSROOM
INSTRUCTIONAL SQUARE FOOTAGE PER STUDENT BY CAMPUS
GRAYSLAKE + LAKESHORE + SOUTHLAKE CAMPUSES
Sources of Data: CLC facilities CAD plans, Cotter Utilization Study 2018, Cotter Space Capacity
Spreadsheets 2020, Supplemental Field Verification, Headcount Report
52 NSF Per Student 11 26 36 14 8 12 1 2 2 1 22 33 13 22 10 9 4 7 3 4 1 3 Grayslake 0 10 20 30 40 50 60 70 80 Lakeshore Southlake All Campuses
82
CURRENT NEED
CENTRALIZE + MODERNIZE
into flexible, tech-equipped, right-sized, active learning environments
BUILD high performance learning environments that primarily function as work/study spaces but that can flex to classroom spaces when needed at peak times
GROW enrollment, programs, or peak course time o erings as needed with additional available space
college of lake county [classroom utilization] 53 8 STEERING COMMITTEE MEETING 08 08.11.2020 GRAYSLAKE:
HAVE 83 CLASSROOMS 60,300 NSF 2,437 CAPACITY
CREATED IN MP 2.0 88 CLASSROOMS 73,900 NSF
CAPACITY
GENERAL CLASSROOMS
2,955
CLASSROOMS
NSF 518 CAPACITY ADD’L AVAILABLE 6 CLASSROOMS
NSF 200 CAPACITY
NSF 76% UNDERUTILIZED
CURRENT DEFICIT 5
13,600
5,000
18,600
870 871
THE
ABOVE DESCRIBES INSTRUCTIONAL SPACE DESIGNATED AS “GENERAL” AND “GENERAL - COMPUTER LAB” IN H&R ANALYSIS. IT EXCLUDES INSTRUCTIONAL SPACE DESIGNATED AS “PURPOSE-BUILT,” “PURPOSE-BUILT - OPEN LAB,” “PURPOSE-BUILT - SUPPORT OR PREP,” AND “GENERAL - COMPUTER LAB - OPEN” IN H&R ANALYSIS.
54
LISTEN DISCUSS PARTNER WORK GROUP WORK / / Comm. No. Classroom Capacities 15984
25 Students (OFCC) 30 Students (Maximum) 25 STUDENTS/CLASS 30 STUDENTS/CLASS 25 STUDENTS/CLASS 30 STUDENTS/CLASS 25 STUDENTS/CLASS 30 STUDENTS/CLASS 25 STUDENTS/CLASS 30 STUDENTS/CLASS
CLASSROOM CAPACITIES
LISTEN DISCUSS PARTNER WORK GROUP WORK
crestview pk-12 [teaching capacities] 55 CrestviewLocalSchools NewPK-12Facility No.15984 09.15.2022 Teaching Station Quantity Reconciliation with Updated CFAP Funding + Timeline 2020 2022 REQ'D* REQ'D* ## RATIO OF STUDENT/ROOM ### RATIO OF STUDENT/ROOM # PK 3232022221650605060 K 9788-9454422125150100120 1 10180-21425.25326.671001207590 2 9485-9423.5328.331001207590 3 9481-13423.53271001207590 4 85927421.25423100120100120 5 9187-4422.75421.75100120100120 6 9283-9300360200240 7 9181-100000 8 10490-140000 MS GYM 1125302530 MS ART 1125302530 MS MUSIC 1125302530 MS LIFE SKILLS 1125302530 9 10195-6400480300360 10 9388-50000 11 6378150000 12 5267150000 CT Offsite 18371919 HS GYM 1125302530 HS ART 1125302530 HS MUSIC 1125302530 HS MAKER 1125302530 TOTAL 12081164-4454635151121575189012751530 ^^^^^ NOTES **STEMLABSCOUNTEDWITHINGRADELEVELSSLIGHTLYABOVEIDEALCLASSROOMCAPACITY(>25,<30) **CALCULATEDUSINGCLASSROOMCAPACITYOF250.85(UTILIZATIONFACTORONLYAPPLIESTOMS&HS)SIGNIFICANTLYBELOWIDEALCLASSROOMCAPACITY(<19) 16 128 12 1520 17.94 15.4516 12 22.81 21.17124 4 500600 500 400480325390 400480 SCHOOL (OFCC VERSION) PRE-K / KINDERGARTEN ELEMENTARY SCHOOL MIDDLE SCHOOL HIGH SCHOOL 210180 600400480 -9 -403 20 19 761 2022 DELTA B/W 2020 DESIGNED + 2022 REQ'D TEACHING STATION QUANTITIES 2020 2022 POSSIBLE REVISED DESIGN 2020 DESIGNED STUDENT CAPACITIES 175150 25 STUDENTS / ROOM (OFCC) 30 STUDENTS / ROOM (MAX) 25 STUDENTS / ROOM (OFCC) 30 STUDENTS / ROOM (MAX) 18.43 17 DESIGNED** POSSIBLE REVISED DESIGN** 17 GRADE LEVEL PROJECTED ENROLLMENT DELTA NEW MASTER PLAN ORIGINAL MASTER PLAN -33 1416 ANDUTILIZATIONFACTOROF 16 ^NOTETHAT2OFTHEORIGINALLYDESIGNEDHSCLASSROOMSWEREALREADYRECOGNIZEDASLFI.CO-FUNDEDSCOPEINCLUDE61TEACHINGSTATIONS,COMPAREDTOTHE54ARRIVEDATBYOFCC'SCALCULATIONS. 19
concept
58
ACADEMIC HALL OF FAME PROMINENT ENTRY 788SF 2721SF ACCOMMODATED IN EXISTING BUILT-IN MILLWORK & EXISTING PHOTO BOOTH SPACE. THEORETICALLY LESS "TABLE & CHAIRS" STORAGE WOULD BE NEEDED WITH THIS DESIGN DIRECTION. STORAGE 299SF PRIVATE GROUP WORK/MEET SPACE OPEN GROUP WORK/MEET SPACE 441SF QUIET INDIVIDUAL WORK SPACE 425SF OPEN OFFICE 92SF RESOURCE BAR 105SF KITCHEN BAR 113SF RECEPTION 27SF PHONE BOOTH PRIVATE OFFICE RE-PURPOSED CLASSROOM (SEMINAR) RE-PURPOSED CLASSROOMS (ELECTRONIC) 467SF 3176SF POTENTIAL LOFT ABOVE PRIVATE OFFICE 788SF ACCESSIBLE ROUTE / / Comm. No. WESTERN ILLINOIS UNIVERSITY Centennial Honors College CONCEPTUAL FLOOR PLAN -A 08/30/18 SIMPKINS 300 LEVEL 15932 western illinois university [honors college home] 59
ORGANIZING FRAMEWORK
SPATIAL ORGANIZATION
visible collaboration S CS
member site arrival point
between here for the main event student & faculty site arrival point
attendee site arrival point
insufficient quantity of space.
site arrival point conference attendee site arrival point member point
7 T L C CAFE B D P H E UNIVERSITY CENTER 12 A 4 university center drive lancerlane willow way sunpivot circle willow way college drive prairie path college drive sta parking sta parking sta parking sta parking community member parking student + community member parking student + community member parking quick visit parking ESTABLISHEDENTRYAXIS MORE USEFUL ENTRY AXIS MOSTUSEFUL ENTRYAXIS approach of very small number of users
of roughly half of users approach of roughly half of users community member general new student identified main entries STUDENT SERVICES COMMUNITY ENGAGEMENT OPERATIONS NEW ADDITIONS ORGANIZING FRAMEWORK ORGANIZATION quantity of space. here for the main event student &
7 T L C CAFE B D P H E UNIVERSITY CENTER 12 A 4 university center drive lancerlane willow way sunpivot circle willow way college drive prairie path college drive sta parking sta parking sta parking sta parking community member parking student + community member parking
MOSTUSEFUL ENTRYAXIS
the in
conference
In the design of the Master Plan, the question for the Grayslake Campus then became: Given the program identified for the college’s facilities (see “Analysis” chapter), its unique axial and interconnected building arrangement, and its nature as a commuter/community campus, what then is the ideal organization of space? The “Overarching Spatial Organization” diagram describes the solution. Colors align with those throughout the book that describe program community
visible learning NGAGEMENT
GRAYSLAKE CAMPUS REPOSITIONING OF ENTRIES
As part of the mission to arrive at a more intuitive and user-friendly campus organization that removes unnecessary obstacles from learning, teaching, and community participation, the Master Plan projects were derived in a way that also reposition the main entries to the campus for success.
and site navigation should be updated to brand it as the “New Student” entry.
The new Sports + Recreation Complex and Conference Center is positioned on the north side of the core campus such that the college can rebrand the entry from the second of two main site
approach
faculty
member parking quick visit parking
MORE USEFUL ENTRY AXIS
approach of very small number of users
of
half of users
community member general new student identified main
STUDENT SERVICES COMMUNITY ENGAGEMENT OPERATIONS NEW ADDITIONS 60
GRAYSLAKE CAMPUS REPOSITIONING OF ENTRIES
student + community
ESTABLISHEDENTRYAXIS
approach
roughly
approach of roughly half of users
entries
GRAYSLAKE CAMPUS OVERARCHING SPATIAL ORGANIZATION
student & faculty site arrival point
disciplinary
do business
cross disciplinary engage
OPERATIONS ACADEMICS
nondisciplinary stay awhile
community member site arrival point
COMMUNITYENGAGEMENT
immerse the in between here for the main event student & faculty site arrival point
UDENTSERVICES
conference event
visible collaboration
no site arrival
ACADEMICS
Any entity as large as the College of Lake County will always be a kit of moving parts, as well as a product of years of related and unrelated macro and micro decisions. A Master Plan yields the opportunity to resynchronize these macro and
visible learning
conference attendee site arrival point
insufficient quantity of space.
ESTABLISHED ENTRY college of lake county [logic for growth of an axial campus]
In the design of the Master Plan, the question for the Grayslake Campus then became: Given the program identified for the college’s facilities
S T
7 T 12 willow way sta parking student community member parking
61
LEVEL 01: PROPOSED
LEVEL 02: PROPOSED
17 N
LS+PS B+IT E+SS C+H OPERATIONS W+HS A+E+H S+M M+E+AT A+E+H S+M S+H W+HS GRAYSLAKE:
NETWORK: COLLABORATION HUBS
T L D C P B A T L D C P B A 1090 1091 62
conference room
academic division o ce
faculty o ces
impromptu conversation space
open group workspace 63
semi-private group work space
single-seat perimeter booth seating
private group work space
multi-seat perimeter booth seating
upper level lower level
cafe quiet study rooms college of lake county [retrofit collaboration hub]
64
evanston animal shelter [species, economy, sustainability]
65
tavern datums
tavern repeating bay
tavern sound
digital glass printing
1 : 2 : 1
tavern datums
tavern repeating bay
tavern sound
tavern datums
1 : 2 : 1
classical proportions
tavern repeating bay
tavern sound
design intent :: the contemporary
home-like function
nostalgic hue
digital glass printing
design intent :: the familiar
classical proportions
classical proportions
design intent :: the familiar
design intent :: the familiar
home-like function
digital glass printing
nostalgic hue
home-like function
design intent :: the contemporary
setting up a field
nostalgic hue
design intent :: the contemporary
TAVERN DESIGN SCHEME B March 21, 2018
THE STUDY AT U OF C
TAVERN DESIGN SCHEME B March 21, 2018
THE STUDY AT U OF C
66 TAVERN DESIGN SCHEME B March 21, 2018
THE STUDY AT U OF C
2
1
1 :
:
TAVERN DESIGN SCHEME B March 21, 2018
THE STUDY AT U OF C
SCHEME B March 21, 2018
the study hotel [tavern] 67 the study jumping line motif at tavern at tower TAVERN DESIGN SCHEME B March 21, 2018 THE STUDY AT U OF C front dining bar high tops back dining bar lounge TAVERN DESIGN SCHEME B March 21, 2018 design intent :: the study THE STUDY AT U OF C jumping line motif at tavern at tower
classy whimsical timeless treasured gem
classy whimsical timeless treasured gem
design intent :: the study
design intent :: the study
TAVERN DESIGN SCHEME B March 21, 2018
THE STUDY AT U OF C
68
the study hotel [tavern] 69 parti
plan
axon
design the study hotel [tavern] 71
72 A4-2 1 H H G.2 9 10 10 12 12 13 L L K K 11 11 5 A6-1 9.7 9.7 14 H.6 H.6 H.3 H.3 G.7 G.7 K.4 K.4 H.4 H.2H.1 A8-2 4 2 1 3 A8-2 5 8 7 6
the study hotel [winter garden : concept 01] 73
74
the study hotel [winter garden : concept 2] 75
76
the study hotel [winter garden: concept 3] 77
process
PHASE AND TIMELINE DIAGRAM
IDENTIFICATION OF PARTICIPANT GROUPS
DESIGN OF PROCESS
DOCUMENT
COLLECTION & REVIEW
REVIEW OF EXISTING EDUCATIONAL MASTER PLAN
PROJECT GOAL SETTING
CHARACTERIZATION OF CRESTVIEW-SPECIFIC EDUCATIONAL DELIVERY METHODOLOGY AND GOALS FOR EVOLUTION
INTRODUCTION TO SPATIAL CONCEPTS FOR EDUCATIONAL DELIVERY
DISCUSSION OF SCHOOL TRENDS
ON-SITE TOURS OF PRECEDENTS
GATHERING OF SPACE NEEDS REQUESTS
MEETING
KEY: MEETING QUANTITY IF GREATER THAN 1
LEADERSHIP COMMITTEE
STUDENTS
OFCC
CORE EDUCATIONAL PLANNING COMMITTEE
EXTENDED EDUCATIONAL PLANNING COMMITTEE
COMMUNITY MEMBERS
EXPLORATION MOBILIZATION EVALUATION CONCEPTUALIZATION
TRANSLATION OF PROJECT GOALS INTO DESIGN PRINCIPLES
SWOT ANALYSIS BY STAKEHOLDERS
STAKEHOLDER FEEDBACK ON CONCEPTS, TRENDS, AND PRECEDENT
STAKEHOLDER REFLECTION ON EDUCATIONAL DELIVERY
QUANTIFICATION OF SPACE NEEDS REQUESTS
ESTABLISHMENT OF SPATIAL ADJACENCIES
SITE ANALYSIS + SELECTION
TRANSLATION OF DESIGN PRINCIPLES INTO CONCEPTUAL LAYOUTS SPECIFIC TO BUILDING SIZE + SITE
STAKEHOLDER FEEDBACK ON CONCEPTUAL LAYOUTS
DEVELOPMENT OF REPETITIVE BUILDING UNITS (CLASSROOM UNIT + ACADEMIC POD)
REFINEMENT & ALIGNMENT
CREATION OF PLANS + SECTION DIAGRAMS AS PROOF OF CONCEPT
RESPONSE TO STAKEHOLDER FEEDBACK VIA DESIGN ITERATIONS
MORE DETAILED DEVELOPMENT OF ALL BUILDING AREAS
ALIGNMENT OF SPACE AND BUILDING SIZES TO OFCC OSDM POR
SCHEMATIC DESIGN
© 2023 Holabird & root © 2023 Holabird & root Crestview New PK-12 | 09 08 | Crestview New PK-12
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crestview pk-12 [educational planning process] 81
PROJECT SCHEDULE
82 WADSWORTH CITY SCHOOLS CENTRAL INTERMEDIATE SCHOOL (CIS) H&R COMM. NO. 16011 PROCESS ♦ DELIVERABLE ● MEETING ► MILESTONE ○ FOR REFERENCE
MEETING PARTICIPATION: ● TIER 1 ● TIER 2 ● TIER ● TIER 4 ● TIER 5 02.01 02.08 02.15 02.22 03.01 03.08 03.15 03.22 03.29 04.05 04.12 04.19 04.26 05.03 05.10 05.17 05.24 05.31 06.07 06.14 06.21 06.28 07.05 07.12 07.19 07.26 08.02 08.09 08.16 08.23 08.30 09.06 09.13 09.20 09.27 10.04 10.11 10.18 10.25 11.01 11.08 11.15 11.22 11.29 12.06 12.13 12.2 12.27 ○ 02.08 ○ 03.08 ○ 04.12 ○ 05.10 ○ 06.14 ○ 07.12 ○ 08.09 ○ 09.13 REGULAR BOARD OF EDUCATION MEETINGS ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● ● BIWEEKLY STANDING PROJECT MEETING ► LIST OF POTENTIAL SITES MADE AVAILABLE SITE EVALUATION (ZONING + SITE ACCESS + TRAFFIC + STORM WATER UTILITY + TEST FITS) ► EXECUTIVE WORK SESSION W/ BOARD TO REVIEW PRELIMINARY SITE EVALUATION FINDINGS ♦ SITE EVALUATION REPORT ISSUED FOR DISTRICT REVIEW + APPROVAL ► BOARD APPROVAL OF FINAL SITE SELECTION (AT SPECIAL BOARD MEETING) EXISTING CIS FACILITY EVALUATION (IDENTIFY NEEDS + IMPACT) EXISTING CIS FACILITY REPURPOSING STUDIES (IDENTIFY POTENTIAL USES + PARTNERSHIPS) ● EXISTING CIS SITE VISIT ● CIS COMMITTEE DISCUSSION #1 OF (CORRESPONDS W/ CIS MEETING BELOW) ● CIS COMMITTEE DISCUSSION # 2 OF 2 (CORRESPONDS W/ CIS MEETING BELOW) ♦ EXISTING CIS FACILITY RECOMMENDATIONS REPORT ISSUED FOR DISTRICT REVIEW + APPROVAL ► BOARD APPROVAL OF FINAL CIS RECOMMENDATION PRELIMINARY PROGRAMMING PRELIMINARY EDUCATIONAL PLANNING & FACILITY VISIONING ● SCHOOL TOURS DAY #1 OF 2 ● EDUCATION DESIGN COMMITTEE CHARRETTE #1 OF 2 ● STAFF ENGAGEMENT CHARRETTE #1 OF 2 ● CIS COMMITTEE CHARRETTE # OF ● COMMUNITY ENGAGEMENT CHARRETTE # 1 OF 2 ● SCHOOL TOURS DAY #2 OF 2 ● EDUCATION DESIGN COMMITTEE CHARRETTE #2 OF 2 ● STAFF ENGAGEMENT CHARRETTE #2 OF 2 ● CIS COMMITTEE CHARRETTE # 1 OF 2 ● COMMUNITY ENGAGEMENT CHARRETTE #2 OF ♦ PRELIMINARY EDUCATIONAL PLANNING + FACILITY VISIONING + PROGRAMMING PACKAGE ISSUED FOR DISTRICT REVIEW + APPROVAL ► BOARD APPROVAL OF PRELIMINARY VISION + PROGRAMMING PACKAGE PRELIMINARY BUILDING DESIGN ♦ PRELIMINARY BUILDING DESIGN PACKAGE ISSUED FOR DISTRICT REVIEW + APPROVAL ► BOARD APPROVAL OF PRELIMINARY BUILDING DESIGN CREATION OF RENDERINGS + ANIMATION ♦ LEVY CAMPAIGN IMAGERY PACKAGE LEVY CAMPAIGN ● TOWNHALL #1 OF 2 ● TOWNHALL #2 OF 2 ► ESTABLISH PRELIMINARY ORDER OF MAGNITUDE BUDGET DEVELOP PRELIMINARY PROJECT BUDGET IDENTIFY OWNER FUNDING SOURCES DEVELOP PRO FORMA ♦ WORKSHEETS REPORT ISSUED FOR DISTRICT REVIEW + APPROVAL ► BOARD APPROVAL OF PRELIMINARY PROJECT BUDGET + FINANCIAL STRATEGY LEVY APPLICATION PREPARATION ► LEVY FILING DEADLINE (08.04) ► LEVY VOTE ► BOND ISSUE AUGUST NOVEMBER DECEMBER 2021 FINANCIAL STRATEGY STRATEGIC PLANNINGSITE SELECTION SEPTEMBEROCTOBER PRE-BOND SERVICES FEBRUARY APRIL JUNE JULY MARCH MAY
ENGAGEMENT GROUP:
TIER 1
WADSWORTH LOCAL SCHOOLS
DESCRIPTION OF MEMBERS:
TIER 2
EDUCATIONAL DESIGN COMMITTEE
TIER 5
COMMUNITY
DECISION MAKERS; WCS ADMIN + 1-2 OTHERS IF NEEDED
IDENTIFIED MEMBERS:
ANDREW HILL
SUPERINTENDENT
GABE TUDOR
ASSISTANT SUPERINTENDENT
DOUG BEEMAN
TREASURER
CHANGE AGENTS; WCS ADMIN + ADD’L KEY STAKEHOLDERS FROM ALL SCHOOLS + 1-3 TEACHERS
GABE TUDOR
ASSISTANT SUPERINTENDENT
MICHELE EVANS
DIRECTOR OF INSTRUCTION AND PROFESSIONAL DEVELOPMENT
JOYCE WALKER DIRECTOR OF STUDENT
SERVICES
PHIL LUTHMAN
DIRECTOR OF TECHNOLOGY
BRANDON COBB
CIS PRINCIPAL ERIC JACKSON
MIDDLE SCHOOL PRINCIPAL
JENNY MANOS
MIDDLE SCHOOL COUNSELOR
JASON BALL
MIDDLE SCHOOL TEACHER
NANCE WATTS
ISHAM ELEMENTARY SCHOOL
PRINCIPAL
JULIE GUNN
ISHAM ELEMENTARY SCHOOL
COUNSELOR
KRISTA GOBLE
ISHAM ELEMENTARY SCHOOL
MEETING OCCURRENCE:
BIWEEKLY
4TH GRADE TEACHER 1
1
CIS STAFF ATLARGE; VOLUNTARY PARTICIPATION-
MEMBERS OF COMMITTEE THAT IS ALREADY ESTABLISHED
WADSWORTH RESIDENTS ATLARGE; VOLUNTARY PARTICIPATION
(CONFIRM 11/2017 LIST IS CURRENT)
1
a r c t e c t s , c DRAFT
DESIGN INPUT
DESIGN CONSENSUS
SCHOOL TOURS
DESIGN INPUT
DESIGN CONSENSUS
DESIGN INPUT
DESIGN CONSENSUS
DESIGN INPUT
4
1
1
1
1
1
DESIGN CONSENSUS
CAMPAIGNING
2
TIER 3 STAFF TIER 4 CIS COMMITTEE
wadsworth intermediate school [engagement schedule] 83
[work plan] the study hotel 84
85 the university of st. francis [construction administration log]
112 FUNDING PROJECT CONCEPT BUDGET [project budget] evanston animal shelter 86
PROGRAMMING + SCHEMATIC DESIGN PROCESS
PROGRAMMING ADVANCEMENT
educational planning meetings (see detail)
user group meetings (see detail)
ARCHITECTURAL DESIGN ADVANCEMENT
siting
overall floor plan massing
facade articulation materiality auditorium consultant coordination energy modeling
MODEL SETUPSD STARTUP
BIM360 setup
sheet storyboard view setup model shared
DRAWING DEVELOPMENT
iterations per design advancement refinement per technical requirements addition of information from internal coordination
plan / design settles
establish work plan
onboard consultants
TECHNICAL DESIGN REQUIREMENTS
leed charette conversation over each building system with consultant (see detail)
CMR SELECTION
interviews
evaluation
negotiations contracting biweekly cmr update
CONSTRUCTABILITY + LOGISTICS
cmr pre-sd consult
INFORMATION
GATHERING
site survey
geotechnical testing environmental testing tra c engineering analysis
EXTERNAL ENGAGEMENT
CIS/BOE update community update
APPROVALS
DOCUMENTATION + COORDINATION
owner’s project requirements drawings basis of design / spec narrative
75% internal progress set
QAQC + PACKAGE ASSEMBLY SCHEMATIC DESIGN ISSUANCE
zoning pre-conference permitting pre-conference
87
WEEK 01 2 weeks 4 weeks 3 weeks FEB 28 - MAR 04 MAR 07 - MAR 11 MAR 14 - MAR 18 MAR 21 - MAR 25 MAR 28 - APR 01 APR 04 - APR 08 APR 11 - APR 15 APR 18 - APR 22 APR 25 - APR 29 MAY 02 - MAY 06 MAY 09 - MAY 13 WEEK 02 WEEK 03 WEEK 04
05
06 WEEK 07
08
09 WEEK 10 WEEK 11
WEEK
WEEK
WEEK
WEEK
1 week
wadsworth intermediate school [schematic design work flow]
documentation
90 100 LEVEL +0' 0" 200 LEVEL +14' 8" ROOF LEVEL +43' 4" 300 LEVEL +28' 8" 3 A5-6 A5-6 6 A5-6 2 A5-6 TOP OF PARAPET +46' 8" 3'4" 14' 8" 14'0" 14'8" 5 A5-6 B2 B2 B2 GL2 GL2 GL1 GL1 GL2 GL2 GL1 GL1 GL2 GL2 GL1 GL1 GL1 GL1 GL2 GL2 GL1 GL2 GL1 GL2 GL1 GL1 GL2 GL2 GL1 GL2 GL2 GL1 GL1 GL1 GL2 GL2 CS1 B1 CS5 CS2 M1 MR1 CS5 CS2 CS2 CS2 CS2 CS2 CS2 CS3 CS3 GL1 GL2 AF4 4.2 CJ A5-6 SEE W1 TYPICAL EXTERIOR BRICK CAVITY WALL ASSEMBLY A5-18 15 A5-18 16 A5-18 A5-18 Sim 0" 4" 4" 3' 0" 5' 4" 4.2 A5-18 14 8" A5-6 A5-6 SEE W1 TYPICAL EXTERIOR BRICK CAVITY WALL ASSEMBLY SEE W4 TYPICAL EXTERIOR STANDING SEAM METAL WALL PANEL ASSEMBLY A5-18 A5-18 17 A5-18 Sim 8"1' 4" A5-18 13 4.2 5' 4" 3' 0" 5' 4" 0" 8" 3-5/8" BRICK VENEER A5-6 A5-6 A5-6 A5-6 A5-14 W2 EXTERIOR BRICK CAVITY WALL ASSEMBLY AT SPANDREL SEE R4 TYPICAL UNINSULATED STANDING SEAM METAL ROOF ASSEMBLY SEE W4 TYPICAL EXTERIOR STANDING SEAM METAL WALL PANEL ASSEMBLY SEE W1 TYPICAL EXTERIOR BRICK CAVITY WALL ASSEMBLY SEE W3 TYPICAL CAST STONE BASE ASSEMBLY 1"+ AIRSPACE 2-1/2" RIGID INSULATION SPRAY APPLIED AIR/VAPOR BARRIER 5/8" EXTERIOR GYPSUM SHEATHING 6" STRUCTURAL STUD 5/8" GPDW A5-12 11 Sim A5-14 A5-14 A5-12 10 Sim SEE F1 TYPICAL FOUNDATION WALL (NO BASEMENT) A5-6 A5-12 10 Sim A5-12 10 Sim 2' 8"8" 9' 4" 4' 8"8" 9' 4" 4' 1"7" 9'4" 2'0" 1' 4"3' 4" 2' 0"3' 4" 3'4" A5-14 A5-14 Sim A5-15 A5-12 10 Sim A5-12 11 Sim SEE F1 TYPICAL FOUNDATION WALL (NO BASEMENT) SEE W3 TYPICAL CAST STONE BASE ASSEMBLY SEE W2 EXTERIOR BRICK CAVITY WALL ASSEMBLY AT SPANDREL SEE W1 TYPICAL EXTERIOR BRICK CAVITY WALL ASSEMBLY SEE R4 TYPICAL UNINSULATED STANDING SEAM METAL ROOF ASSEMBLY SEE W1 TYPICAL EXTERIOR BRICK CAVITY WALL ASSEMBLY 5 A5-6 5 A5-6 5 A5-6 5 A5-6 A5-6 A5-6 A5-12 10 Sim A5-12 Sim 2' 8"8" 9' 4" 4' 8"8" 9' 4" 4' 0 1/2"7 1/2" 9'4" 4'8"8" 2'0" 1' 4"3' 4" 2' 0"3' 4" 3'4" R4 TYPICAL UNINSULATED STANDING SEAM METAL ROOF ASSEMBLY W4 TYPICAL EXTERIOR STANDING SEAM METAL WALL PANEL ASSEMBLY W1 TYPICAL EXTERIOR BRICK CAVITY WALL ASSEMBLY W3 TYPICAL CAST STONE BASE ASSEMBLY 3-5/8" CAST STONE MASONRY VENEER 1-1/2"+ AIRSPACE 3" RIGID INSULATION SPRAY APPLIED AIR/VAPOR BARRIER 5/8" EXTERIOR GYPSUM SHEATHING 6" STRUCTURAL STUD 5/8" GPDW 1-3/4" STANDING SEAM METAL WALL PANEL ON MFR PROVIDED CLIPS FASTENED TO MTL 'Z' FURRING 3" RIGID INSULATION BETWEEN 3" MTL 'Z' FURRING @ 16" O.C. SPRAY APPLIED AIR/VAPOR BARRIER 5/8" EXTERIOR GYPSUM SHEATHING 6" STRUCTURAL STUD 5/8" GPDW 1-3/4" STANDING SEAM METAL WALL PANEL ON MFR PROVIDED CLIPS FASTENED TO MTL CHANNELS 1/2 EXTERIOR GYPSUM ROOF BOARD 6" MTL CHANNELS @ 16" O.C. 1/2" EXTERIOR GYPSUM ROOF BOARD HIGH TEMPERATURE UNDERLAYMENT 3-5/8" BRICK VENEER 1-1/2"+ AIRSPACE 3" RIGID INSULATION SPRAY APPLIED AIR/VAPOR BARRIER 5/8" EXTERIOR GYPSUM SHEATHING 6" STRUCTURAL STUD 5/8" GPDW A5-14 Sim A5-15 A5-15 CONCRETE FOUNDATION WALL. REFER TO STRUCT. DWGS. 2" RIGID INSULATION F1 TYPICAL FOUNDATION WALL (NO BASEMENT) 2' 8"8" 28' 0 1/2" 7 1/2" 3' 4" 11' 4" Holabird & Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced at siz different than originally drawn. The Owner and Architect assume no responsibility for use of incorrect scale Drawings are not to be scaled. Not published All rights reserved. No. Date Issue Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. Project Name C. YU L. GABEL C. YU ENLARGED ELEVATIONS, PLANS & WALL SECTIONS (EAST) A5-6 LAVERNE & DOROTHY BROWN SCIENCE HALL UNIVERSITY OF ST. FRANCIS 500 WILCOX STREET JOLIET, IL 60435 15612 3/8" 1'-0" A5-6 [REF: 1/ A4-1] 1 ENLARGED PARTIAL EAST ELEVATION 3/8" 1'-0" A5-6 [REF: 1/ A2-1] 3 100 LEVEL PLAN DETAIL - EAST ELEVATION 3/8" 1'-0" A5-6 [REF: 1/ A2-3] 2 300 LEVEL PLAN DETAIL - EAST ELEVATION 3/8" 1'-0" A5-6 [REF: 1/ A5-6] 4 WALL SECTION AT EAST ELEV. 3/8" 1'-0" A5-6 [REF: A5-6] 6 WALL SECTION AT EAST ELEV. 3/8" 1'-0" A5-6 [REF: A5-6] 5 WALL SECTION AT EAST ELEV. 108/26/16ISSUED FOR CONSTRUCTION
91 university of st. francis science center [exterior detailing] J.3 J.3 13.1 13.1 F.1 F.1 12.3 13.8 13.8 15 E.8 E.8 A5-10 A5-3 A5-4 8" DEEP GREEN ROOF TRAY SYSTEM UNITIZED ROOF PAVER SYSTEM CAST STONE COPING IPE WOOD BENCH W/ INTEGRAL LIGHTING ILLUMINATED SIGNAGE F.8 F.8 A5-11 A5-10 Sim 2 A5-10 Sim A5-10 Sim 200 LEVEL +14' 8" ALUM CRW SYSTEM SHIM AS REQ'D SEE LOW SLOPE ROOF ASSEMBLY AT TERRACE R2 A5-4 5/8" EXTERIOR GYPSUM ROOF BOARD TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT & ADHERED TO FRAME (TYP.) BACKER ROD SEALANT JT BOTH SIDES AT ALL (4) SIDES OF ALUM FRAME (TYP.) TPO TERMINATION BAR REMOVEABLE COUNTERFLASHING SILL FLASHING SPRAY APPLIED AIR/VAPOR BARRIER FIN TUBE RADIATION REFER TO MECH. DWGS. 200 LEVEL +14' 8" SEE W1 TYPICAL EXTERIOR BRICK CAVITY WALL ASSEMBLY SEE GREEN ROOF ASSEMBLY R6 SST FLASHING @ ALL CAST STONE COPING TO EXTEND THROUGH WALL W/ HORIZ SEALANT JT ANCHORING OF CAST STONE COPING PER CAST STONE MFR'S ENGINEERING REQUIREMENT (TYP.) 6" STRUCTURAL STUD 5/8" EXTERIOR GYPSUM SHEATHING FILL VOID W/ SPRAY FOAM INSULATION 3'4" 8" CAST STONE COPING 4' 0" A5-4 5 A5-6 BRICK VENEER ANCHORED TO MTL STUDS W/ BRICK TIES AT EVERY (6) COURSES (TYP.) 8" 8" MIN ILLUMINATED SIGNAGE COMPRESSIBLE FILLER REMOVEABLE COUNTERFLASHING TPO TERMINATION BAR STRUCT. STUD CLIP CONNECTING VERT. STRUCT. STUDS EXTENDING PAST SLAB TO STEEL BENT PLATE AT SLAB EDGE, TYP. 200 LEVEL +14' 8" SEE LOW SLOPE ROOF ASSEMBLY AT TERRACE R2 SEE GREEN ROOF ASSEMBLY R6 A5-4 A5-4 CAST STONE COPING 3'4" 3" 3" 3-5/8" MTL STUD FILL VOID W/ SPRAY FOAM INSULATION SPRAY APPLIED AIR/VAPOR BARRIER TO BE APPLIED ON TOP OF THROUGH-WALL FLASHING 5/8" EXTERIOR GYPSUM SHEATHING MORTAR NET EXTENDED UP (5) COURSES WEEP/VENT AT 24" O.C. (TYP.) BRICK VENEER ANCHORED TO MTL STUDS W/ BRICK TIES AT EVERY (6) COURSES (TYP.) 3-5/8" BRICK VENEER 3" RIGID INSULATION ANCHORING OF CAST STONE COPING PER CAST STONE MFR'S ENGINEERING REQUIREMENT (TYP.) 8" MIN 1'6" PTD STEEL 1-1/2"x1-1/2"x1/4" ANGLES WELDED TO EITHER SIDE OF PLATE BRACKET ATTACH BENCH TO HORIZONTAL ANGLE SECURE BRACKET TO STUD BACK-UP 3/8" PTD STEEL BRACKETS @ 24" O.C. INTEGRAL LIGHTING SYSTEM REFER TO ELEC. DWGS. 1-1/2"x1-1/2" IPE BENCH PLANS PERPENDICULAR TO EDGE CONT. IPE EDGE TRIM 1-1/2" + AIR CAVITY 8" MIN. REMOVEABLE COUNTERFLASHING TPO TERMINATION BAR THROUGH-WALL FLASHING @ CURB TO EXTEND UP 8" MIN. PROVIDE MECH. FASTENED TERMINATION BAR W/ CONTINUOUS BEAD OF SEALANT ALONG TOP OF FLASHING TO FASTEN FLASHING TO FACE OF SHEATHING SST FLASHING @ ALL CAST STONE COPING TO EXTEND THROUGH WALL W/ HORIZ SEALANT JT COMPRESSIBLE FILLER REMOVEABLE COUNTERFLASHING TPO TERMINATION BAR CONCRETE CURB REFER TO STRUCT. DWGS. 200 LEVEL +14' 8" 12.3 8" 3'4" 4'0" CAST STONE COPING ANCHORING OF CAST STONE COPING PER CAST STONE MFR'S ENGINEERING REQUIREMENT (TYP.) SST FLASHING @ ALL CAST STONE COPING TO EXTEND THROUGH WALL W/ HORIZ SEALANT JT ON BOTH SIDES 6" STRUCTURAL STUD FILL VOID W/ SPRAY FOAM INSULATION SPRAY APPLIED AIR/VAPOR BARRIER TO BE APPLIED ON TOP OF THROUGH-WALL FLASHING SEE W1 TYPICAL EXTERIOR BRICK CAVITY WALL ASSEMBLY A5-6 5/8" EXTERIOR GYPSUM ROOF BOARD 3" RIGID INSULATION BRICK VENEER ANCHORED TO MTL STUDS W/ BRICK TIES AT EVERY (6) COURSES (TYP.) SEE LOW SLOPE ROOF ASSEMBLY AT TERRACE R2 A5-4 MORTAR NET EXTENDED UP (5) COURSES WEEP/VENT AT 24" O.C. (TYP.) 3-5/8" BRICK VENEER 3/4" 1' 8" 8" MIN. THROUGH-WALL FLASHING @ CURB TO EXTEND UP 8" MIN. REMOVEABLE COUNTERFLASHING TPO TERMINATION BAR PROVIDE MECH. FASTENED TERMINATION BAR W/ CONTINUOUS BEAD OF SEALANT ALONG TOP OF FLASHING TO FASTEN FLASHING TO FACE OF SHEATHING 1-1/2"+ AIR CAVITY STRUCT. STUD CLIP CONNECTING VERT. STRUCT. STUDS EXTENDING PAST SLAB TO STEEL BENT PLATE AT SLAB EDGE, TYP. CONCRETE CURB REFER TO STRUCT. DWGS. VEGETATED ROOF PLANTINGS MIX A: BRIGHT YELLOWS AND SOFT PINKS, BASE PLANTS: SEDUM REFLEXUM, SEDUM REFLEXUM BLUE BLUSH, SEDUM BLUE DAWN, SEDUM SPURIUM "TRICOLOR" ACCENT PLANTS AT A RATE OF PER MODULE, ALLIUM SENESCENS "BLUE EDDY" EUPHORSIA MYRSINITES. (APPROX. 327 SF) MIX B: EVERGREEN AND DECIDOUS YELLOW FOLIAGE WITH BRIGHT YELLOW FLOWERS, SEDUM ACRE AUREUM', SEDUM ALBUM CHLOROTICUM', SEDUM ELLACOMBIANUM 'VARIEGATUM', SEDUM RUPESTRE ANGELINA' SEDUM REFLEXUM MOONSHADOW, SEDUM SPURIUM MOONSHINE. (APPROX. 436 SF) MIX C: DEEP RED FOLIAGE WITH CLEAR WHITE AND PINK FLOWERS BASE PLANTS: SEDUM ALBUM 'ATROPURPUREUM', SEDUM ALBUM 'HILLBRANDT', SEDUM SPURIUM CHERRY BLAST, SEDUM SPURIUM DARK DRAGON, SEDUM SPURIUM FULDGLUT', SEDUM SPURIUM SOUR CHERRY, SEDUM SPURIUM 'NEW VOODOO.' (APPROX. 296 SF) ORNAMENTAL GRASSES AND PERENNIALS PLANTED IN VEGETATED ROOF MODULES. PLANTINGS LISTED IN "VEGETATED ROOF CCENT PLANT SCHEDULE." VEGETATED ROOF ACCENT PLANT SCHEDULE COMMON NAME PINK GIANT ONION BLUE FORTUNE HYSSOP MAGNUS CONEFLOWER AUTUMN MOOR GRASS KARL FOERSTER FEATHER REED GRASS SHENANDOAH SWITCH GRASS BOTANICAL NAME ALLUM PINK GIANT AGASTACH X 'BLUE FORTUNE' ECHINACEA PURPUREA 'MAGNUS' SESLERIA AUTUMNALIS CALAMAGROSTIS 'KARL FOERSTER' PANICUM 'SHENANDOAH' QUANTITY 28 30 40 20 40 30 SIZE #1 #1 #1 #1 #`1 #1 ROOT POT POT POT POT POT POT NOTE: 1 POT PER SQUARE FEET Holabird & Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced at siz different than originally drawn. The Owner and Architect assume no responsibility for use of incorrect scale Drawings are not to be scaled. Not published All rights reserved. No. Date Issue Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. Project Name C. YU L. GABEL C. YU ENLARGED PLANS & DETAILS (GREEN ROOF & TERRACE) A5-10 LAVERNE & DOROTHY BROWN SCIENCE HALL UNIVERSITY OF ST. FRANCIS 500 WILCOX STREET JOLIET, IL 60435 15612 1/4" = 1'-0" A5-10 [REF: 1/ A2-2] 1 ENLARGED PLAN GREEN ROOF & TERRACE 1/2" 1'-0" A5-10 [REF: 4/ A5-4] 4 SECTION DETAIL CURTAIN WALL SILL AT TERRACE 1/2" = 1'-0" A5-10 [REF: A5-4] 2 SECTION DETAIL PARAPET AT GREEN ROOF 1/2" = 1'-0" A5-10 [REF: 5/ A5-3] 3 SECTION DETAIL PARAPET BETWEEN GREEN ROOF & TERRACE 1 1/2" 1'-0" A5-10 [REF: 1/ A5-10] 5 SECTION DETAIL PARAPET AT TERRACE 108/26/16ISSUED FOR CONSTRUCTION
92 SEE R4 TYPICAL UNINSULATED STANDING SEAM METAL ROOF ASSEMBLY 5 A5-5 2 A5-1 6" STRUCTURAL STUD CAST STONE COPING SHEET MTL FLASHING TO EXTEND THROUGH WALL & CONTINUE ALONG BACKSIDE OF PARAPET -- COLOR TO MATCH STANDING SEAM MTL PANEL BRICK VENEER ANCHORED TO MTL STUDS W/ BRICK TIES AT EVERY (6) COURSES (TYP.) 3" 2' 0" ANCHORING OF CAST STONE COPING PER CAST STONE MFR'S ENGINEERING REQUIREMENT (TYP.) SIDEWALL FLASHING INSTALLED PER STANDING SEAM MTL PANEL MFR WD BLOCKING REMOVEABLE COUNTER-FLASHING VARIES 2' 0" STRUCT. STUD CLIP CONNECTING VERT. STRUCT. STUDS EXTENDING PAST ROOF EDGE TO STEEL BENT PLATE SEE W9 EXTERIOR BRICK CAVITY WALL ASSEMBLY AT EXPOSED GABLE SPRAY APPLIED AIR/VAPOR BARRIER TO BE APPLIED ON TOP OF THROUGH-WALL FLASHING HORIZ SEALANT JT 5/8" EXTERIOR GYPSUM SHEATHING FLASHING SYSTEM AT TOP OF CORRUGATED MTL PANEL FOLLOWING STEEL DECK FLUTES 2 A5-1 6" STRUCTURAL STUD WD BLOCKING 2' 0" FILL VOID W/ SPRAY FOAM INSULATION SST FLASHING @ ALL LINTELS TO EXTEND 10" MIN. ABOVE LINTEL W/ HORIZ SEALANT JT BELOW LOOSE LINTEL (REFER TO SCHEDULE ON A7-3). PROVIDE 8" MIN. BEARING AT EACH END. TO BE HOT-DIP GALVANIZED & COATED IN TNEMEC PAINT (TYP.). TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT ADHERED TO FRAME (TYP.) PROVIDE MECH. FASTENED TERMINATION BAR W/ CONTINUOUS BEAD OF SEALANT ALONG TOP OF FLASHING TO FASTEN FLASHING TO FACE OF SHEATHING ALUM STOREFRONT SYSTEM SHIM AS REQ'D MORTAR NET EXTENDED UP (5) COURSES CAST STONE SURROUND W/ LIP 8" BACKER ROD SEALANT JT BOTH SIDES AT ALL (4) SIDES OF ALUM FRAME (TYP.) WEEP/VENT AT 24" O.C. (TYP.) INSULATED SPANDREL W/ MTL BLANK OFF TO MATCH SYSTEM SEE W9 EXTERIOR BRICK CAVITY WALL ASSEMBLY AT EXPOSED GABLE MTL HEAD FLASHING SYSTEM TO MATCH CORRUGATED MTL PANEL WD BLOCKING FILL VOID W/ SPRAY FOAM INSULATION 6" STRUCTURAL STUD 8" SEE W1 TYPICAL EXTERIOR BRICK CAVITY WALL ASSEMBLY BRICK VENEER ANCHORED TO MTL STUDS W/ BRICK TIES AT EVERY (6) COURSES (TYP.) ALUM BRAKE MTL WINDOW SILL ADHERED TO WD BLOCKING W/ HORIZ SEALANT JT BELOW, TYP. ALUM CRW SYSTEM SHIM AS REQ'D TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT ADHERED TO FRAME (TYP.) SST FLASHING @ ALL SILLS TO EXTEND 4" UP W/ HORIZ SEALANT JT BELOW ANCHORING OF CAST STONE SILL CONNECTION OF CAST STONE PIECES PER CAST STONE MFR'S ENGINEERING REQUIREMENTS (TYP.) COMPRESSIBLE FILLER & ROPE WEEPS @ 24" O.C. 4"x4" GALVANIZED 12 GA STEEL BRACKET W/ GUSSET PLATE @ 16" O.C. CAST STONE SILL 5 A5-6 BACKER ROD SEALANT JT BOTH SIDES AT ALL (4) SIDES OF ALUM FRAME (TYP.) ROOF LEVEL +43' 4" 1' 3/4" 2' 0" SEE W1 TYPICAL EXTERIOR BRICK CAVITY WALL ASSEMBLY MORTAR NET EXTENDED UP (5) COURSES SPRAY APPLIED AIR/VAPOR BARRIER TO BE APPLIED ON TOP OF THROUGH-WALL FLASHING 1" 1" ALUMINUM TUBE EXTRUSION 1" 1" ALUMINUM TUBE EXTRUSION 1" ALUMINUM COMPOSITE SPANDREL PANEL 2 - 0 4" SST FLASHING AND THROUGH-WALL COUNTER FLASHING WEEP/VENT AT 24" O.C. (TYP.) INSULATED SPANDREL W/ MTL BLANK OFF TO MATCH SYSTEM ANGLE CLOSURE WD BLOCKING 1/2" EXTERIOR GYPSUM ROOF BOARD SPRAY APPLIED AIR/VAPOR BARRIER PREFORMED SHEET MTL COPING COLOR TO MATCH ALUM COMPOSITE SPANDREL PANEL RIGID INSULATION TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT & ADHERED TO FRAME (TYP.) A5-6 TPO TERMINATION BAR REMOVEABLE COUNTERFLASHING BASE FLASHING FOR CORRUGATED MTL PANEL COLOR TO MATCH MTL PANEL PROVIDE MECH. FASTENED TERMINATION BAR W/ CONTINUOUS BEAD OF SEALANT ALONG TOP OF FLASHING TO FASTEN FLASHING TO FACE OF SHEATHING TOP OF TPO 8" MIN. ALUM CRW SYSTEM SHIM AS REQ'D TOP OF PARAPET +46' 8" 5 A5-6 6" STRUCTURAL STUD WD BLOCKING CAST STONE SURROUND FILL VOID W/ SPRAY FOAM INSULATION 4"x4" GALVANIZED 12 GA STEEL BRACKET W/ GUSSET PLATE @ 16" O.C. COMPRESSIBLE FILLER & ROPE WEEPS @ 24" O.C. SST FLASHING @ ALL SILLS TO EXTEND 4" UP W/ HORIZ SEALANT JT BELOW TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT ADHERED TO FRAME (TYP.) ALUM STOREFRONT SYSTEM SHIM AS REQ'D ANCHORING OF CAST STONE SURROUND & CONNECTION OF CAST STONE PIECES PER CAST STONE MFR'S ENGINEERING REQUIREMENTS (TYP.) 8" BACKER ROD & SEALANT JT. BOTH SIDES AT ALL (4) SIDES OF ALUM FRAME (TYP.) INSULATED SPANDREL W/ MTL BLANK OFF TO MATCH SYSTEM 2' 0" SEE W9 EXTERIOR BRICK CAVITY WALL ASSEMBLY AT EXPOSED GABLE MTL SILL FLASHING SYSTEM TO MATCH CORRUGATED MTL PANEL 200 LEVEL +14' 8" A5-6 WD BLOCKING FILL VOID W/ SPRAY FOAM INSULATION 6" STRUCTURAL STUD ALUM STOREFRONT SYSTEM - SHIM AS REQ'D SEE W1 TYPICAL EXTERIOR BRICK CAVITY WALL ASSEMBLY TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT ADHERED TO FRAME (TYP.) SST FLASHING @ ALL LINTELS TO EXTEND 10" MIN. ABOVE LINTEL W/ HORIZ SEALANT JT BELOW LOOSE LINTEL (REFER TO SCHEDULE ON A7-3). PROVIDE 8" MIN. BEARING AT EACH END. TO BE HOT-DIP GALVANIZED COATED IN TNEMEC PAINT (TYP.). PROVIDE MECH. FASTENED TERMINATION BAR W/ CONTINUOUS BEAD OF SEALANT ALONG TOP OF FLASHING TO FASTEN FLASHING TO FACE OF SHEATHING MORTAR NET EXTENDED UP (5) COURSES BACKER ROD & SEALANT JT BOTH SIDES AT ALL (4) SIDES OF ALUM FRAME (TYP.) 2'0" BRICK VENEER ANCHORED TO MTL STUDS W/ BRICK TIES AT EVERY (6) COURSES (TYP.) WEEP/VENT AT 24" O.C. (TYP.) INSULATED SPANDREL W/ MTL BLANK OFF TO MATCH SYSTEM DEFLECTION TRACK ROOF LEVEL +43' 4" SEE R1 TYPICAL LOW SLOPE ROOF ASSEMBLY A5-5 ALUM CRW SYSTEM SHIM AS REQ'D 1' 9" TOP OF TPO 8" MIN. WD BLOCKING PREFORMED SHEET MTL COPING COLOR TO MATCH ALUM COMPOSITE SPANDREL PANEL REMOVEABLE COUNTERFLASHING TPO TERMINATION BAR 1" ALUMINUM COMPOSITE SPANDREL PANEL TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT ADHERED TO FRAME (TYP.) 1" 6 1/2" SPRAY-APPLIED AIR/VAPOR BARRIER TO CONTINUE UP OVER BACKSIDE OF PARAPET WALL, TYP. INSULATED SPANDREL W/ MTL BLANK OFF TO MATCH SYSTEM 100 LEVEL +0' 0" 1.2 ALUM STOREFRONT SYSTEM - SHIM AS REQ'D BELOW GRADE VAPOR RETARDER AT UNDERSIDE OF SLAB (TYP.) EXPANSION JT (TYP.) REFER TO STRUCT DWGS. SEALANT TO MATCH COLOR OF CONCRETE. 2" RIGID INSULATION, EXTEND 4'-0" AT PERIMETER PERMEABLE CONCRETE PAVERS AGGREGRATE BASE PER CIVIL DWGS. STRUCT. CONCRETE STOOP REFER TO STRUCT. DWGS. 1' 1" DOOR THRESHOLD REFER TO A7-2 SST FLASHING @ FOUNDATION WALL (TYP.) TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT & ADHERED TO FRAME (TYP.) SEE F1 TYPICAL FOUNDATION WALL (NO BASEMENT) A5-6 WALK-OFF MAT 300 LEVEL +28' 8" ALUM CRW SYSTEM SHIM AS REQ'D LAB CASEWORK SEE LF SERIES ALUM BRAKE MTL WINDOW SILL ADHERED TO WD BLOCKING W/ HORIZ SEALANT JT BELOW, TYP. WD BLOCKING 3-5/8" MTL STUD 5/8" GPDW UL APPROVED FIRESTOPPING SYSTEM INSULATED SPANDREL W/ MTL BLANK OFF TO MATCH SYSTEM 300 LEVEL +28' 8" UL APPROVED FIRESTOPPING SYSTEM ALUM CRW SYSTEM SHIM AS REQ'D ALUM STOOL EXTENSION VARIES INSULATED SPANDREL W/ MTL BLANK OFF TO MATCH SYSTEM FIN TUBE RADIATION REFER TO MECH. DWGS. 100 LEVEL +0' 0" THROUGH-WALL FLASHING @ GRADE TO EXTEND UP 8" MIN. OVERLAP FOUNDATION WALL W/ HORIZ SEALANT JT BELOW MORTAR NET EXTENDED UP (5) COURSES SPRAY APPLIED AIR/VAPOR BARRIER TO BE APPLIED ON TOP OF THROUGH-WALL FLASHING FILL VOID W/ SPRAY FOAM INSULATION SEE W3 TYPICAL CAST STONE BASE ASSEMBLY PROVIDE MECH. FASTENED TERMINATION BAR W/ CONTINUOUS BEAD OF SEALANT ALONG TOP OF FLASHING TO FASTEN FLASHING TO FACE OF SHEATHING CAST STONE VENEER ANCHORED TO MTL STUDS W/ BRICK TIES EVERY (2) COURSES (TYP.) 2' 8" 8" 3' 4" A5-6 ALUM BRAKE MTL WINDOW SILL ADHERED TO WD BLOCKING W/ HORIZ SEALANT JT BELOW, TYP. ALUM STOREFRONT SYSTEM SHIM AS REQ'D TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT & ADHERED TO FRAME (TYP.) ANCHORING OF CAST STONE SILL & CONNECTION OF CAST STONE PIECES PER CAST STONE MFR'S ENGINEERING REQUIREMENTS (TYP.) SST FLASHING @ ALL SILLS TO EXTEND 4" UP W/ HORIZ SEALANT JT BELOW COMPRESSIBLE FILLER ROPE WEEPS @ 24" O.C. 4"x4" GALVANIZED 12 GA STEEL BRACKET W/ GUSSET PLATE @ 16" O.C. CAST STONE SILL BACKER ROD SEALANT JT BOTH SIDES AT ALL (4) SIDES OF ALUM FRAME (TYP.) 2" RIGID INSULATION, EXTEND 4'-0" AT PERIMETER BELOW GRADE VAPOR RETARDER AT UNDERSIDE OF SLAB (TYP.) EXPANSION JT (TYP.) REFER TO STRUCT DWGS. SEALANT TO MATCH COLOR OF CONCRETE. SST FLASHING @ FOUNDATION WALL (TYP.) INSTALL PEEL & STICK TRANSITION AIR/VAPOR BARRIER OVER AIR/VAPOR BARRIER & FOUNDATION WALL (TYP.) SEE F1 TYPICAL FOUNDATION WALL (NO BASEMENT) A5-6 WEEP/VENT AT 24" O.C. (TYP.) SUSPENDED ACOUSTIC CEILING TILE ALUM STOREFRONT OR CRW SYSTEM INSULATED SPANDREL W/ MTL BLANK OFF TO MATCH SYSTEM ALUM CLOSURE PIECE BY ACT MFR TO ALIGN W/ TOP OF MULLION 5/8" GPDW 3-5/8" MTL STUD ALUM CRW SYSTEM SHIM AS REQ'D INSULATED SPANDREL W/ MTL BLANK OFF TO MATCH SYSTEM SUSPENDED ACOUSTIC CEILING TILE SUSPENSION WALL ANGLE TO ALIGN W/ TOP OF MULLION MTL STRUTS & KICKERS AS REQ'D INSULATED SPANDREL W/ MTL BLANK OFF TO MATCH SYSTEM SUSPENDED ACOUSTIC CEILING TILE SUSPENSION WALL ANGLE TO ALIGN W/ TOP OF MULLION ALUM CRW SYSTEM SHIM AS REQ'D Holabird & Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced at siz different than originally drawn. The Owner and Architect assume no responsibility for use of incorrect scale Drawings are not to be scaled. Not published All rights reserved. No. Date Issue Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. Project Name C. YU L. GABEL C. YU EXTERIOR SECTION DETAILS A5-12 LAVERNE & DOROTHY BROWN SCIENCE HALL UNIVERSITY OF ST. FRANCIS 500 WILCOX STREET JOLIET, IL 60435 15612 1/2" = 1'-0" A5-12 [REF: 1/ A2-5] 1 SECTION DETAIL PARAPET AT GABLE 1/2" = 1'-0" A5-12 [REF: 2/ A5-1] 2 SECTION DETAIL STOREFRONT HEAD AT 400 LEVEL SPANDREL 1 1/2" 1'-0" A5-12 [REF: 2/ A5-1] 6 SECTION DETAIL CURTAIN WALL SILL AT NORTH BAY 1 1/2" 1'-0" A5-12 [REF: 2/ A5-1] 4 SECTION DETAIL ROOF AT NORTH BAY 1/2" = 1'-0" A5-12 [REF: 2/ A5-1] 3 SECTION DETAIL STOREFRONT SILL AT 400 LEVEL SPANDREL 1/2" 1'-0" A5-12 [REF: 2/ A5-1] 7 SECTION DETAIL STOREFRONT HEAD AT TYP. BRICK ASSEMBLY 1/2" = 1'-0" A5-12 [REF: 1/ A2-5] 12 SECTION DETAIL ROOF AT NORTH CURTAINWALL 1/2" = 1'-0" A5-12 [REF: 3/ A5-2] 14 SECTION DETAIL TYP. STOREFRONT SILL AT GRADE 1 1/2" 1'-0" A5-12 [REF: 2/ A5-1] 5 SECTION DETAIL CURTAIN WALL AT NORTH BAY SLAB EDGE 1/2" = 1'-0" A5-12 [REF: 3/ A5-2] 13 SECTION DETAIL TYP. CURTAIN WALL AT SLAB EDGE 1/2" 1'-0" A5-12 [REF: 2/ A5-1] 11 SECTION DETAIL TYP. STOREFRONT SILL AT CAST STONE BASE 1/2" 1'-0" A5-12 [REF: 2/ A5-1] 10 SECTION DETAIL ACT MEETS STOREFRONT/CURTAIN WALL BELOW SPANDREL 1/2" = 1'-0" A5-12 [REF: A5-2] 8 SECTION DETAIL - ACT MEETS CURTAIN WALL ABOVE SPANDREL 1/2" 1'-0" A5-12 [REF: 2/ A5-1] 9 SECTION DETAIL ACT MEETS CURTAIN WALL BELOW SPANDREL 108/26/16ISSUED FOR CONSTRUCTION
93 university of st. francis science center [exterior detailing] ROOF LEVEL +43' 4" TOP OF PARAPET +46' 8" SEE R5 TYPICAL INSULATED STANDING SEAM METAL ROOF ASSEMBLY SEE W1 TYPICAL EXTERIOR BRICK CAVITY WALL ASSEMBLY CAST STONE COPING ANCHORING OF CAST STONE COPING PER CAST STONE MFR'S ENGINEERING REQUIREMENT (TYP.) 6" STRUCTURAL STUD 5/8" EXTERIOR GYPSUM SHEATHING SST FLASHING @ ALL CAST STONE COPING TO EXTEND THROUGH WALL W/ HORIZ SEALANT JT 2' 8" 8" 2'0" 3' 4" 0" A5-5 A5-6 LINE OF SOFFIT BEYOND (GPDW TIGHT TO STRUCTURE) FILL VOID W/ SPRAY FOAM INSULATION COMPRESSIBLE FILLER TAPERED RIGID INSULATION (6" MIN), SLOPED TOWARD ADJACENT LOW SLOPE ROOF ASSEMBLY 5/8" EXTERIOR GYPSUM ROOF BOARD 1/2" EXTERIOR GYPSUM ROOF BOARD MTL STUD KICKER TPO ROOFING MEMBRANE SELF-ADHERED VAPOR RETARDER TPO ROOFING MEMBRANE TO EXTEND BENEATH HIGH TEMPERATURE UNDERLAYMENT 36" TPO TERMINATION BAR REMOVEABLE COUNTERFLASHING SPRAY APPLIED AIR/VAPOR BARRIER TO BE APPLIED ON TOP OF THROUGH-WALL FLASHING STRUCT. STEEL PLATE TUBE REFER TO STRUCT. DWGS. SST FLASHING @ ALL LINTELS TO EXTEND 10" MIN. ABOVE LINTEL W/ HORIZ SEALANT JT BELOW ALUM CRW SYSTEM SHIM AS REQ'D BACKER ROD & SEALANT JT BOTH SIDES AT ALL (4) SIDES OF ALUM FRAME (TYP.) TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT & ADHERED TO FRAME (TYP.) WEEP/VENT AT 24" O.C. (TYP.) MORTAR NET EXTENDED UP (5) COURSES PROVIDE MECH. FASTENED TERMINATION BAR W/ CONTINUOUS BEAD OF SEALANT ALONG TOP OF FLASHING TO FASTEN FLASHING TO FACE OF SHEATHING SPRAY APPLIED AIR/VAPOR BARRIER TO BE APPLIED ON TOP OF THROUGH-WALL FLASHING HOLD GPDW TIGHT TO UNDERSIDE OF BEAMS STL. BEAM, SEE STRUCT. DWGS. 6' 8" TO LANDING ROOF LEVEL +43' 4" TOP OF PARAPET +46' 8" SEE R1 TYPICAL LOW SLOPE ROOF ASSEMBLY CAST STONE COPING ANCHORING OF CAST STONE COPING PER CAST STONE MFR'S ENGINEERING REQUIREMENT (TYP.) SST FLASHING @ ALL CAST STONE COPING TO EXTEND THROUGH WALL W/ HORIZ SEALANT JT 5/8" EXTERIOR GYPSUM SHEATHING 6" STRUCTURAL STUD A5-5 A5-6 SEE R4 TYPICAL UNINSULATED STANDING SEAM METAL ROOF ASSEMBLY 2' 8" 8" 8" MIN. EAVE FLASHING BY STANDING SEAM MTL PANEL MFR TO HIDE EDGE OF STRUCT. MTL DECK COLOR TO MATCH STANDING SEAM MTL PANEL WD BLOCKING BASE FLASHING OF STRUCT. MEMBER (BEYOND). REFER TO A5-17 TPO TERMINATION BAR REMOVEABLE COUNTERFLASHING FILL VOID W/ SPRAY FOAM INSULATION STRUCT. STUD CLIP CONNECTING VERT. STRUCT. STUDS EXTENDING PAST SLAB TO STEEL BENT PLATE AT SLAB EDGE, TYP. SPRAY-APPLIED AIR/VAPOR BARRIER TO CONTINUE UP & OVER BACKSIDE OF PARAPET WALL, TYP. ROOF LEVEL +43' 4" TOP OF PARAPET +46' 8" SEE R4 TYPICAL UNINSULATED STANDING SEAM METAL ROOF ASSEMBLY SEE R1 TYPICAL LOW SLOPE ROOF ASSEMBLY SEE W4 TYPICAL EXTERIOR STANDING SEAM METAL WALL PANEL ASSEMBLY 4 A5-5 A5-6 5 A5-6 TOP OF TPO 8" MIN. 1' 10 1/2" WD BLOCKING EAVE FLASHING BY STANDING SEAM MTL PANEL MFR TO HIDE EDGE OF STRUCT. MTL DECK COLOR TO MATCH STANDING SEAM MTL PANEL ROOF/FASCIA TRANSITION BY STANDING SEAM MTL PANEL MFR COLOR TO MATCH STANDING SEAM MTL PANEL PREFORMED SHEET MTL COPING COLOR TO MATCH STANDING SEAM MTL PANEL REMOVEABLE COUNTERFLASHING TPO TERMINATION BAR 1' 1/2" SPRAY-APPLIED AIR/VAPOR BARRIER TO CONTINUE UP OVER BACKSIDE OF PARAPET WALL, TYP. STRUCT. STUD SUPPORT AS REQ'D 300 LEVEL +28' 8" SEE W1 TYPICAL EXTERIOR BRICK CAVITY WALL ASSEMBLY A5-6 2' 8" 8" 1'4" 3' 4" 6" STRUCTURAL STUD FILL VOID W/ SPRAY FOAM INSULATION BRICK VENEER ANCHORED TO MTL STUDS W/ BRICK TIES AT EVERY (6) COURSES (TYP.) ALUM BRAKE MTL WINDOW SILL ADHERED TO WD BLOCKING W/ HORIZ SEALANT JT BELOW, TYP. LIPPED CAST STONE COPING ALUM STOREFRONT SYSTEM SHIM AS REQ'D TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT ADHERED TO FRAME (TYP.) COMPRESSIBLE FILLER & ROPE WEEPS @ 24" O.C. ANCHORING OF CAST STONE COPING PER CAST STONE MFR'S ENGINEERING REQUIREMENT (TYP.) WD BLOCKING BACKER ROD SEALANT JT BOTH SIDES AT ALL (4) SIDES OF ALUM FRAME (TYP.) LAB CASEWORK SEE LF SERIES STEEL PLATE CONNECTED TO GIRT REFER TO STRUCT. DWGS. SST FLASHING @ ALL SILLS TO EXTEND 4" UP W/ HORIZ SEALANT JT BELOW DEFLECTION TRACK 200 LEVEL +14' 8" SEE W2 EXTERIOR BRICK CAVITY WALL ASSEMBLY AT SPANDREL A5-6 2'8" 8" 2' 0" 3'4" WD BLOCKING FILL VOID W/ SPRAY FOAM INSULATION 6" STRUCTURAL STUD CAST STONE SILL ALUM STOREFRONT SYSTEM - SHIM AS REQ'D BRICK VENEER ANCHORED TO MTL STUDS W/ BRICK TIES EVERY (6) COURSES (TYP.) ALUM BRAKE MTL WINDOW SILL ADHERED TO WD BLOCKING W/ HORIZ SEALANT JT BELOW, TYP. BACKER ROD & SEALANT JT BOTH SIDES AT ALL (4) SIDES OF ALUM FRAME (TYP.) 3-1/2"x4" GALVANIZED 12 GA STEEL BRACKET W/ GUSSET PLATE @ 16" O.C. COMPRESSIBLE FILLER & ROPE WEEPS @ 24" O.C. SST FLASHING @ ALL SILLS TO EXTEND 4" UP W/ HORIZ SEALANT JT BELOW SPRAY FOAM INSULATION BEHIND CAST STONE SILL, TYP. ANCHORING OF CAST STONE SILL CONNECTION OF CAST STONE PIECES PER CAST STONE MFR'S ENGINEERING REQUIREMENTS (TYP.) TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT ADHERED TO FRAME (TYP.) PROVIDE MECH. FASTENED TERMINATION BAR W/ CONTINUOUS BEAD OF SEALANT ALONG TOP OF FLASHING TO FASTEN FLASHING TO FACE OF SHEATHING SST FLASHING @ ALL LINTELS TO EXTEND 10" MIN. ABOVE LINTEL W/ HORIZ SEALANT JT BELOW MORTAR NET EXTENDED UP (5) COURSES 6" STRUCTURAL STUD FILL VOID W/ SPRAY FOAM INSULATION WD BLOCKING LOOSE LINTEL (REFER TO SCHEDULE ON A7-3). PROVIDE 8" MIN. BEARING AT EACH END. TO BE HOT-DIP GALVANIZED & COATED IN TNEMEC PAINT (TYP.). TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT ADHERED TO FRAME (TYP.) BACKER ROD SEALANT JT BOTH SIDES AT ALL (4) SIDES OF ALUM FRAME (TYP.) ALUM STOREFRONT SYSTEM SHIM AS REQ'D INSULATED SPANDREL W/ MTL BLANK OFF TO MATCH SYSTEM LAB CASEWORK SEE LF SERIES DEFLECTION TRACK ROOF LEVEL +43' 4" TOP OF PARAPET +46' 8" VARIES
ANCHORING OF CAST STONE COPING PER CAST STONE MFR'S ENGINEERING REQUIREMENT (TYP.) 6" STRUCTURAL STUD SHEET MTL FLASHING TO EXTEND THROUGH WALL CONTINUE ALONG BACKSIDE OF PARAPET COLOR TO MATCH STANDING SEAM MTL PANEL FILL VOID W/ SPRAY FOAM INSULATION 5/8" EXTERIOR GYPSUM SHEATHING SEE W1 TYPICAL EXTERIOR BRICK CAVITY WALL ASSEMBLY SEE R1 TYPICAL LOW SLOPE ROOF ASSEMBLY SEE R5 TYPICAL INSULATED STANDING SEAM METAL ROOF ASSEMBLY A5-5 A5-6 A5-5 COMPRESSIBLE FILLER CAST STONE COPING SIDEWALL FLASHING INSTALLED PER STANDING SEAM MTL PANEL MFR WD BLOCKING TPO TERMINATION BAR REMOVEABLE COUNTERFLASHING CONCRETE CURB REFER TO STRUCT. DWGS. MORTAR NET EXTENDED UP (5) COURSES THROUGH-WALL FLASHING @ CURB TO EXTEND UP 8" MIN. WEEP/VENT AT 24" O.C. (TYP.) PROVIDE MECH. FASTENED TERMINATION BAR W/ CONTINUOUS BEAD OF SEALANT ALONG TOP OF FLASHING TO FASTEN FLASHING TO FACE OF SHEATHING SPRAY APPLIED AIR/VAPOR BARRIER TO BE APPLIED ON TOP OF THROUGH-WALL FLASHING INSTALL PEEL & STICK TRANSITION AIR/VAPOR BARRIER OVER AIR/VAPOR BARRIER CURB STRUCT. STUD CLIP CONNECTING VERT. STRUCT. STUDS EXTENDING PAST ROOF EDGE TO STEEL BENT PLATE SPRAY-APPLIED AIR/VAPOR BARRIER TO CONTINUE UP OVER BACKSIDE OF PARAPET WALL, TYP. HORIZ SEALANT JT REMOVEABLE COUNTERFLASHING Holabird & Root, LLC expressly disclaims any responsibility arising from any unauthorized use these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced at a siz different than originally drawn. The Owner and Architect assume no responsibility for use of incorrect scale Drawings are not to be scaled. Not published All rights reserved. No. Date Issue Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. Project Name C. YU L. GABEL C. YU EXTERIOR SECTION DETAILS A5-14 LAVERNE & DOROTHY BROWN SCIENCE HALL UNIVERSITY OF ST. FRANCIS 500 WILCOX STREET JOLIET, IL 60435 15612 1/2" 1'-0" A5-14 [REF: 1/ A2-5] 1 SECTION DETAIL TYP. DRAINAGE OF PITCHED ROOF @ INSULATED STANDING SEAM & TYP. CURTAIN WALL HEAD AT BRICK ASSEMBLY 1/2" 1'-0" A5-14 [REF: 1/ A2-5] 2 SECTION DETAIL TYP. DRAINAGE OF PITCHED ROOF @ UNINSULATED STANDING SEAM 1/2" 1'-0" A5-14 [REF: 1/ A2-5] 4 SECTION DETAIL - STANDING SEAM TRANSITION AT UNINSULATED STANDING SEAM ROOF 1/2" 1'-0" A5-14 [REF: 4/ A5-6] 5 SECTION DETAIL STOREFRONT SILL AT EAST/WEST BAY 1/2" 1'-0" A5-14 [REF: 4/ A5-6] 6 SECTION DETAIL TYP. BRICK SPANDREL 1 1/2" 1'-0" A5-14 [REF: 1/ A2-5] 3 SECTION DETAIL PARAPET GABLE AT INSULATED STANDING SEAM ROOF 108/26/16ISSUED FOR CONSTRUCTION
8"3"
94 PH -T/FINISH FLOOR +1' -6" PH -B/ROOF TRUSS +11' -8" PH -B/COURT GRADE -4' -0" PH -T/COURT FLOOR +0' -0" A4-4 PADDLE COURTS O.F.O.I. A5-3 1 LANDSCAPE RETAINING WALL REFER TO SITE DETAILS 1 PH -ATTIC FLOOR +12' -6" PADDLE COURTS O.F.O.I. LANDSCAPE RETAINING WALL REFER TO SITE DETAILS RECESSED POWER DATA IN BOX FOR TV GL1 AL3 FC1 S2 PL1 FC1 B3 B5 M1 S1 B3 S1 S1 ST2 AV-DP X05D X05C AV-ES AV-ES 6' 8" TYP. 3 1/2" 2' 3" 7'2" 1' 0" 2 3/4" 3' 0" 3' 0" 11 1/4" TYP51/2 TYP.51/2 TYP. 3 1/2" AL3 8' 0" 26.06 26.05 26.05 22.06 26.05 22.06 1' 6" 1' 6" 1' 6" 2' 3" 4" 5 1/2" PH -T/FINISH FLOOR +1' -6" A4-4 PH -B/ROOF TRUSS +11' -8" PH -T/COURT FLOOR +0' -0" A4-4 B C D E F A4-4 A A5-4 1 B3 S2 FC1 B2 PL1 FC1 B1 B1 PL1 FLASHING RIDGE VENT PH -ATTIC FLOOR +12' -6" GL1 AL1 TYP. TYP. B3 B3 S1 S1 W1 W1 W1 W1 W1 W1 W1 10.05 S1 ST2 M1 X12 X14 PL1 FC1 2' 0" 3 1/2" 6' 4 1/2" 3 1/2" 5" 5 1/2" AV-ES AV-ES AV-ES 6' 8" TYP. 3 1/2" 1' 11" 5 1/2" 6' 3" 14'5" 9' 3" 5 1 / 2 1/2"1/2" 23.01 AL2 26.05 22.06 26.05 26.05 26.06 26.06 26.06 26.05 1' 6"6'7" 1'6" 1' 6" Holabird & Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced at size different than originally drawn. The Owner and Architect assume no responsibility for use of incorrect scale Drawings are not to be scaled. Not published - All rights reserved. No. Date Issue Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. Project Name STRUCTURAL ENGINEER TGRWA STRUCTURAL ENGINEERS 600 W. VAN BUREN STREET, STE. 900 CHICAGO, ILLINOIS 60607 TELEPHONE 312.341.0055 WWW.TGRWA.COM MEP ENGINEER ECL ENGINEERING CONSULTANTS 20 N. WACKER DRIVE, STE. 1928 CHICAGO, ILLINOIS 60606 TELEPHONE 312.944.8409 WWW.ECL-CONSULTANTS.COM FINISHES FF&E KADLEC ARCHITECTURE + DESIGN 110 W. KINZIE STREET, FLR. CHICAGO, ILLINOIS 60654 TELEPHONE 312.644.9270 WWW.KADLECDESIGN.COM CIVIL ENGINEER HAEGER ENGINEERING 100 E. STATE PARKWAY SCHAUMBURG, ILLINOIS 60173 TELEPHONE 847.394.6600 WWW.HAEGERENGINEERING.COM ARCHITECT INTERIOR DESIGNER LANDSCAPE ARCHITECT G. COOK R. ZIMMERMAN L. GABEL PADDLE HUT -BUILDING ELEVATIONS A4-2 EVANSTON GOLF CLUB WEST CAMPUS 4401 Dempster St. Skokie, IL 60076 15989.1B 1/4" 1'-0" A4-2 [REF: 1/ A2-1] 1 PADDLE HUT -SOUTH ELEVATION 1/4" 1'-0" A4-2 [REF: 1/ A2-1] 2 PADDLE HUT -WEST ELEVATION ARCHITECTURAL KEYNOTES 10.05ROUTE MECHANICAL PIPING THROUGH PTD. FIBER CEMENT-SCREEN ENCLOSED ROOF PENETRATION. PROVIDE PATH FOR DRAINAGE OF WATER AND DEBRIS AT BOTTOM OF ENCLOSURE. 22.066" DARK BRONZE PREFINISHED GUTTER WITH 4" DARK BRONZE PREFINISHED DOWNSPOUT. 23.01MUA INTAKE VENT, LOCATED TO PROJECT NO HIGHER THAN THE PADDLE HUT RIDGELINE. REFER TO MECHANICAL DWGS. 26.05EXTERIOR WALL SCONCE, F8. REFER TO RCP SHEETS AND ELECTRICAL DWGS. 26.06EMERGENCY LIGHTING, EM2. REFER TO ELECTRICAL DWGS. 1/11/2022ISSUE FOR CONSTRUCTION
95 evanston golf club [drawings] PH -T/FINISH FLOOR +1' -6" PH -B/ROOF TRUSS +11' -8" PH -B/COURT GRADE -4' -0" PH -T/COURT FLOOR +0' -0" 4 A4-4 GOLF SIMULATOR 13 2 1 PH -ATTIC FLOOR +12' -6" T/FOOTING -3' -0" ROOF INSULATION PATH SHOWN APPLIED WALL PROTECTION PH -T/FINISH FLOOR +1' -6" PH -B/ROOF TRUSS +11' -8" PH -B/COURT GRADE -4' -0" PH -T/COURT FLOOR +0' -0" A4-4 PADDLE COURTS O.F.O.I. PADDLE COURTS O.F.O.I. KITCHEN 07 VIEWING LOUNGE 05 VIEWING LOUNGE 05 2 1 PH -ATTIC FLOOR +12' -6" T/FOOTING -3' -0" ROOF INSULATION PATH SHOWN MECHANICAL 16 PH -T/FINISH FLOOR +1' -6" PH -B/ROOF TRUSS +11' -8" PH -B/COURT GRADE -4' -0" PH -T/COURT FLOOR +0' -0" A4-4 VIEWING LOUNGE 05 2 1 PH -ATTIC FLOOR +12' -6" PADDLE COURTS O.F.O.I. PADDLE COURTS O.F.O.I. T/FOOTING -3' -0" ROOF INSULATION PATH SHOWN 6X6 BOX BEAM, SEE DETAIL 8/A8-0 6X6 BOX BEAM SUPPORT 3X6 BOX BEAM, SEE DETAIL 7/A8-0 PH -T/FINISH FLOOR +1' -6" 2 A4-4 PH -B/ROOF TRUSS +11' -8" PH -T/COURT FLOOR +0' -0" A4-4 B C D E F 3 A4-4 A GOLF SIMULATOR 13 KITCHEN 07 BAR 06 VIEWING LOUNGE 05 PH -ATTIC FLOOR +12' -6" T/FOOTING -3' -0" ATTIC STORAGE 15 MECHANICAL 16 WOMENS RESTROOM 11 MENS RESTROOM 10 JANITORS CLOSET 09 LARGE ELECTRICAL SHED 14 ROOF INSULATION PATH SHOWN 6" 1/2" DARK BRONZE PREFINISHED DOWNSPOUT GALVANIZED METAL PROTECTIVE PIPE SLEEVE DOWNSPOUT CONNECTION TO STORM DRAIN, REFER TO CIVIL DWGS. EXTERIOR PORCELAIN TILE PAVER ON COMPACTED SAND AND GRAVEL, SEE SITE DETAILS. SLOPE AWAY FROM BLDG. FOUNDATION MIN. 1/4" 1'-0" Holabird & Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced at size different than originally drawn. The Owner and Architect assume no responsibility for use of incorrect scale Drawings are not to be scaled. Not published - All rights reserved. No. Date Issue Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. Project Name STRUCTURAL ENGINEER TGRWA STRUCTURAL ENGINEERS 600 W. VAN BUREN STREET, STE. 900 CHICAGO, ILLINOIS 60607 TELEPHONE 312.341.0055 WWW.TGRWA.COM MEP ENGINEER ECL ENGINEERING CONSULTANTS 20 N. WACKER DRIVE, STE. 1928 CHICAGO, ILLINOIS 60606 TELEPHONE 312.944.8409 WWW.ECL-CONSULTANTS.COM FINISHES FF&E KADLEC ARCHITECTURE + DESIGN 110 W. KINZIE STREET, FLR. CHICAGO, ILLINOIS 60654 TELEPHONE 312.644.9270 WWW.KADLECDESIGN.COM CIVIL ENGINEER HAEGER ENGINEERING 100 E. STATE PARKWAY SCHAUMBURG, ILLINOIS 60173 TELEPHONE 847.394.6600 WWW.HAEGERENGINEERING.COM ARCHITECT INTERIOR DESIGNER LANDSCAPE ARCHITECT G. COOK R. ZIMMERMAN L. GABEL PADDLE HUT -OVERALL BUILDING SECTIONS A4-4 EVANSTON GOLF CLUB WEST CAMPUS 4401 Dempster St. Skokie, IL 60076 15989.1B 1/8" = 1'-0" A4-4 [REF: 1/ A2-1] 1 PADDLE HUT -E-W SECTION -GOLF SIM. 1/8" = 1'-0" A4-4 [REF: 1/ A2-1] 2 PADDLE HUT -E-W SECTION -KITCHEN 1/8" = 1'-0" A4-4 [REF: 1/ A2-1] 3 PADDLE HUT -E-W SECTION -LOUNGE 1/8" 1'-0" A4-4 4 PADDLE HUT -N-S SECTION -RIDGE 1 1/2" 1'-0" A4-4 [REF: 2/ A4-1] 6 PADDLE HUT -DOWNSPOUT GROUND DETAIL 1/11/2022ISSUE FOR CONSTRUCTION
96 E 3 A5-1 A5-1 0" 6" 2 PH -T/FINISH FLOOR +1' -6" PH -B/ROOF TRUSS +11' -8" PH -T/COURT FLOOR +0' -0" E 3 A5-1 10' 2" 1'6" FC1 B1 GL1 FC1 PH -ATTIC FLOOR +12' -6" PH -T/FINISH FLOOR +1' -6" PH -B/ROOF TRUSS +11' -8" PH -B/COURT GRADE -4' -0" PH -T/COURT FLOOR +0' -0" A5-1 A5-1 A5-1 PADDLE COURT DECKING INSTALLED BY OTHERS 10" 10' 2" 1'6" 3' 0" 1' 0" W1.1 TYP. PLASTER WALL ASSEMBLY, SEE A7-1 R1 TYP. ASPHALT SHINGLE ON JOIST ASSEMBLY, SEE A7-1 W2 TYP. BRICK VENEER WALL ASSEMBLY, SEE A7-1 2 PH -ATTIC FLOOR +12' -6" PAVERS TO SLOPE AWAY FROM BUILDING FOUNDATION T/FOOTING -3' -0" WOOD VENEER BOX BEAM BEYOND WOOD COLUMN FURRING BEYOND 1/2" WOOD TRIM TO EXTEND FROM CEILING TO BOTTOM OF ADJACENT BOX BEAM ALUMINUM-CLAD WOOD FRAMED FIXED WINDOW 3/4" SMOOTH FINISH PAINTED FIBER CEMENT TRIM CONTINUOUS METAL FLASHING DRIP EDGE SCREED 3/4" SMOOTH FINISH PAINTED FIBER CEMENT TRIM 2 LAYERS OF WATER RESISTANT BARRIER, 30 LB. FELT MIN. LAP UNDER FLASHING AND WINDOW FRAME STEEL GIRDER REFER TO STRUCT. DWGS. PREMANUFACTURED WOOD TRUSS. TOP CHORD TO EXTEND INTO EAVE. 5/8" SEAMLESS ACOUSTICAL CEILING TREATMENT INSTALLED TIGHT TO BOTTOM OF TRUSS 2 6" DIA. METAL GUTTER CONTINUOUS METAL FLASHING LAPPED BENEATH SHINGLES BATT INSULATION (MIN. R-38) 2X8 WOOD EAVE ENDPLATE R1 TYP. ASPHALT SHINGLE ON JOIST ASSEMBLY, SEE A7-1 3/4" SMOOTH FINISH PAINTED FIBER CEMENT TRIM 1/4" SMOOTH FINISH PAINTED FIBER CEMENT SOFFIT BOARD A5-1 6 W1.1 TYP. PLASTER WALL ASSEMBLY, SEE A7-1 5/8" GYP. 3/4" ROUGHSAWN FINISH PAINTED FIBER CEMENT TRIM 1/2" CONTINUOUS NAILER -REFER TO STRUCTURAL 1/2" CONTINUOUS NAILER -REFER TO STRUCTURAL SIMPSON SLIP CONNECTOR -REFER TO STRUCTURAL 1/2" EXTERIOR GRADE PLYWOOD SHEATHING W2 TYP. BRICK VENEER WALL ASSEMBLY, SEE A7-1 3/4" SMOOTH FINISH PAINTED FIBER CEMENT TRIM ALUMINUM-CLAD WOOD FRAMED FIXED WINDOW WOOD WALL BASE CONTINUOUS FLASHING. WATER RESISTANT BARRIER TO LAP OVER FLASHING. 5" CONCRETE SLAB ON GRADE SEE STRUCTURAL DWGS. DRAINAGE MAT FOUNDATION DAMPPROOFING CAST-IN-PLACE CONCRETE FOUNDATION WALL REFER TO STRUCTURAL DWGS WEEP SCREED 2 PORCELAIN TILE ON MORTAR BED 5/8" GAP AT FINISH FLOOR PERIMETER AS REQ'D BY MANUFACTURER CONTINUOUS FLASHING. WATER RESISTANT BARRIER TO LAP OVER FLASHING. EXTERIOR PORCELAIN TILE PAVER ON COMPACTED SAND AND GRAVEL, SEE SITE DETAILS. SLOPE AWAY FROM BLDG. FOUNDATION MIN. 1/4" 1'-0" BELOW GRADE VAPOR RETARDER AT UNDERSIDE OF SLAB TO EXTEND UP AROUND VERTICAL INSULATION AT FOUNDATION WALL, TYP. 2'0" 2" RIGID INSULATION TAPERED AT SLAB EDGE 1/2" ELASTOMERIC SEALANT JT REFER TO STRUCTURAL DRAWINGS 4" MIN. GRANULAR BASE 1/2" 3/4" SMOOTH FINISH PAINTED FIBER CEMENT TRIM W3 STRUCT. CONCRETE W/ BRICK VENEER. SEE A7-1 COURSE STONE OR GRAVEL BACKFILL 4" PERFORATED EXTERIOR PERIMETER DRAIN PIPES DRAINING TO STORM PIPE CAST-IN-PLACE CONCRETE FOUNDATION WITH FOOTER, SEE STRUCTURAL DWGS. 2 DRAINAGE MAT FOUNDATION DAMPPROOFING FILTER FABRIC E ALUMINUM-CLAD WOOD FRAMED GLAZED WINDOW UNIT 0 1/4" 2 LAYERS OF WATER RESISTANT BARRIER, 30 LB. FELT MIN. WRAP BENEATH WINDOW FRAME 5/8" GYPSUM WALL BOARD 1/2" WD-7, WINDOW CASING 2x6 WOOD STUD W-FLANGE COLUMN, REFER TO STRUCT. DWGS. 1/2" EXTERIOR GRADE PLYWOOD SHEATHING WOOD BLOCKING AS REQUIRED 3/4" ROUGHSAWN FINISH PAINTED FIBER CEMENT TRIM TYP. ON EXTERIOR COLUMN FURRING BATT INSULATION WITHIN CAVITY 2 1/2" 3" 6" 3/4" SMOOTH FINISH PAINTED FIBER CEMENT TRIM 3" 2 EAVE CONSTRUCTED OF SMOOTH FINISHED 1" THICK FIBER CEMENT BOARD 6" 5" 5" 6 R 04 /2 R 04 1 2 Holabird & Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced at size different than originally drawn. The Owner and Architect assume no responsibility for use of incorrect scale Drawings are not to be scaled. Not published - All rights reserved. No. Date Issue Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. Project Name STRUCTURAL ENGINEER TGRWA STRUCTURAL ENGINEERS 600 W. VAN BUREN STREET, STE. 900 CHICAGO, ILLINOIS 60607 TELEPHONE 312.341.0055 WWW.TGRWA.COM MEP ENGINEER ECL ENGINEERING CONSULTANTS 20 N. WACKER DRIVE, STE. 1928 CHICAGO, ILLINOIS 60606 TELEPHONE 312.944.8409 WWW.ECL-CONSULTANTS.COM FINISHES FF&E KADLEC ARCHITECTURE + DESIGN 110 W. KINZIE STREET, FLR. CHICAGO, ILLINOIS 60654 TELEPHONE 312.644.9270 WWW.KADLECDESIGN.COM CIVIL ENGINEER HAEGER ENGINEERING 100 E. STATE PARKWAY SCHAUMBURG, ILLINOIS 60173 TELEPHONE 847.394.6600 WWW.HAEGERENGINEERING.COM ARCHITECT INTERIOR DESIGNER LANDSCAPE ARCHITECT G. COOK R. ZIMMERMAN L. GABEL ENLARGED ELEVATIONS, PLAN SECTIONS, WALL SECTIONS (TYP. WINDOW BAY) A5-1 EVANSTON GOLF CLUB WEST CAMPUS 4401 Dempster St. Skokie, IL 60076 15989.1B 3/8" 1'-0" A5-1 [REF: 1/ A2-1] 2 PADDLE HUT -ENLARGED PLAN -TYP. WINDOW BAY 3/8" 1'-0" A5-1 [REF: 2/ A4-1] 1 PADDLE HUT -ENLARGED ELEVATION -TYP. WINDOW BAY 3/8" 1'-0" A5-1 [REF: 1/ A5-1] 3 PADDLE HUT -WALL SECTION -TYP. WINDOW BAY 1/2" 1'-0" A5-1 [REF: 3/ A5-1] 4 PADDLE HUT -SECTION DETAIL -TYP. BEAM AT EAVE 1/2" 1'-0" A5-1 [REF: 3/ A5-1] 5 PADDLE HUT -TYP. WALL BASE AT LOWERED WALKWAY 1/2" 1'-0" A5-1 [REF: 3/ A5-1] 8 PADDLE HUT -SECTION DETAIL -TYP. FOUNDATION 1/2" 1'-0" A5-1 [REF: 2/ A5-1] 6 PH -PLAN DETAIL -TYP. EXT. COLUMN FURRING 3" 1'-0" A5-1 [REF: 4/ A5-1] 7 SECTION DETAIL -TYP. EAVE CONSTRUCTION 1/11/2022ISSUE FOR CONSTRUCTION
97 evanston golf club [drawings] PH -T/FINISH FLOOR +1' -6" PH -B/ROOF TRUSS +11' -8" PH -T/COURT FLOOR +0' -0" B C A5-2 FC1 PL1 PL1 FC1 B2 B1 PH -ATTIC FLOOR +12' -6" FC1 SH1 EXTERIOR WALL SCONCE AT COLUMN LINE, TYP. ROUGHSAWN FINISH FIBER CEMENT TRIM B C A5-2 A5-2 A5-1 Sim 2 W1.1 TYP. PLASTER WALL ASSEMBLY, SEE A7-1 W2 TYP. BRICK VENEER WALL ASSEMBLY, SEE A7-1 A5-2 4 PH -T/FINISH FLOOR +1' -6" PH -B/ROOF TRUSS +11' -8" PH -B/COURT GRADE -4' -0" PH -T/COURT FLOOR +0' -0" A5-2 A5-2 A5-2 A5-1 Sim 2 PH -ATTIC FLOOR +12' -6" PADDLE COURT DECKING INSTALLED BY OTHERS PAVERS TO SLOPE AWAY FROM BUILDING FOUNDATION W2 TYP. BRICK VENEER WALL ASSEMBLY, SEE A7-1 R1 TYP. ASPHALT SHINGLE ON JOIST ASSEMBLY, SEE A7-1 T/FOOTING -3' -0" W1.2 PLASTER WALL WITHOUT INSULATION ASSEMBLY, SEE A7-1 B 2 3" 1 7/8" 6" 1 3/4" 3/4" ROUGHSAWN FINISH PAINTED FIBER CEMENT TRIM TYP. EXTERIOR COLUMN FURRING WOOD BLOCKING AS REQUIRED WOOD DOOR FRAME, SEE WD PROFILE DETAILS SHEET A8-0 WOOD BLOCKING AS REQUIRED BATT INSULATION WITHIN CAVITY 2X6 WOOD STUD BLOCKING AS REQ'D W-FLANGE COLUMN, REFER TO STRUCTURAL DWGS. W1.1 TYP. PLASTER WALL ASSEMBLY, SEE A7-1 W2 TYP. BRICK VENEER WALL ASSEMBLY, SEE A7-1 3/4" SMOOTH FINISH PAINTED FIBER CEMENT TRIM 5/8" GYPSUM WALL BOARD CONTROL JOINT, AT VERTICAL END OF BRICK ASSEMBLY,TYP. 2 2X8 WOOD FLY RAFTER OR SIMILAR CONSTRUCT, REFER TO STRUCT. DWGS 2X8 WOOD LOOKOUT CONNECTING TWO PREMANUFACTURED TRUSSES TO FLY RAFTER OR SIM. CONSTRUCT, REFER TO STRUCTURAL DWGS. R1 TYP. ASPHALT SHINGLE ON JOIST ASSEMBLY, SEE A7-1 DORMER FRAMING, REFER TO STRUCTURAL DWGS. 2X6 WOOD DOUBLE TOP PLATE 2' 11" 3/4" ROUGHSAWN FINISH PAINTED FIBER CEMENT TRIM W1.2 PLASTER WALL WITHOUT INSULATION ASSEMBLY, SEE A7-1 1/4" SMOOTH FINISH PAINTED FIBER CEMENT SOFFIT BOARD 1/2" 1/2" EXTERIOR GRADE PLYWOOD SHEATHING 2 W2 TYP. BRICK VENEER WALL ASSEMBLY, SEE A7-1 ALUMINUM-CLAD WOOD DOOR FRAME, SEE DOOR SCHEDULE SHEET A7-2 LAYERS OF WATER RESISTANT BARRIER, 30 LB. FELT MIN. WRAP BENEATH DOOR FRAME 3/4" SMOOTH FINISH PAINTED FIBER CEMENT TRIM CONTINUOUS FLASHING. WATER RESISTANT BARRIER TO LAP OVER FLASHING. WEEP SCREED 2 5" CONCRETE SLAB ON GRADE SEE STRUCTURAL DWGS. DRAINAGE MAT FOUNDATION DAMPPROOFING CAST-IN-PLACE CONCRETE FOUNDATION WALL REFER TO STRUCTURAL DWGS WALK-OFF MAT TILE EXTERIOR PORCELAIN TILE PAVER ON COMPACTED SAND AND GRAVEL, SEE SITE DETAILS. SLOPE AWAY FROM BLDG. FOUNDATION MIN. 1/4" 1'-0" BELOW GRADE VAPOR RETARDER AT UNDERSIDE OF SLAB TO EXTEND UP & AROUND VERTICAL INSULATION AT FOUNDATION WALL, TYP. 2" RIGID INSULATION TAPERED AT SLAB EDGE 4" MIN. GRANULAR BASE SEALANT JOINT ALUMINUM-CLAD TRANSITION PLATE, SEE DOOR SCHEDULE SHEET A7-2 2'0" ALUMINUM-CLAD WOOD DOOR FRAME, SEE DOOR SCHEDULE SHEET A7-2 2X6 WOOD STUDS LAYERS OF WATER RESISTANT BARRIER, 30 LB. FELT MIN. WRAP BENEATH DOOR FRAME W2 TYP. BRICK VENEER WALL ASSEMBLY, SEE A7-1 3/4" SMOOTH FINISH PAINTED FIBER CEMENT TRIM METAL TRIM TO SUPPORT EDGE OF WALL ASSEMBLY Holabird & Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced at size different than originally drawn. The Owner and Architect assume no responsibility for use incorrect scale Drawings are not to be scaled. Not published - All rights reserved. No. Date Issue Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. Project Name STRUCTURAL ENGINEER TGRWA STRUCTURAL ENGINEERS 600 W. VAN BUREN STREET, STE. 900 CHICAGO, ILLINOIS 60607 TELEPHONE 312.341.0055 WWW.TGRWA.COM MEP ENGINEER ECL ENGINEERING CONSULTANTS 20 N. WACKER DRIVE, STE. 1928 CHICAGO, ILLINOIS 60606 TELEPHONE 312.944.8409 WWW.ECL-CONSULTANTS.COM FINISHES FF&E KADLEC ARCHITECTURE + DESIGN 110 W. KINZIE STREET, FLR. CHICAGO, ILLINOIS 60654 TELEPHONE 312.644.9270 WWW.KADLECDESIGN.COM CIVIL ENGINEER HAEGER ENGINEERING 100 E. STATE PARKWAY SCHAUMBURG, ILLINOIS 60173 TELEPHONE 847.394.6600 WWW.HAEGERENGINEERING.COM ARCHITECT INTERIOR DESIGNER LANDSCAPE ARCHITECT G. COOK R. ZIMMERMAN L. GABEL ENLARGED ELEVATIONS, PLAN SECTIONS, WALL SECTIONS (ENTRY BAY) A5-2 EVANSTON GOLF CLUB WEST CAMPUS 4401 Dempster St. Skokie, IL 60076 15989.1B 3/8" 1'-0" A5-2 [REF: 2/ A4-1] 1 PADDLE HUT -ENLARGED ELEVATION -ENTRY BAY 3/8" 1'-0" A5-2 [REF: 1/ A2-1] 3 PADDLE HUT -ENLARGED PLAN -ENTRY BAY 3/8" 1'-0" A5-2 [REF: 1/ A5-2] 2 PADDLE HUT -WALL SECTION -ENTRY 1/2" 1'-0" A5-2 [REF: 3/ A5-2] 5 PADDLE HUT -PLAN DETAIL -EXT. COLUMN AT ENTRY 1/2" = 1'-0" A5-2 [REF: 2/ A5-2] 6 PADDLE HUT -SECTION DETAIL -GABLE EAVE 1/2" = 1'-0" A5-2 [REF: 2/ A5-2] 7 PADDLE HUT -SECTION DETAIL -ENTRY DOOR JAMB 1/2" = 1'-0" A5-2 [REF: 2/ A5-2] 8 PADDLE HUT -SECTION DETAIL -DOOR SILL AT ENTRY 1 1/2" 1'-0" A5-2 [REF: 3/ A5-2] 4 PADDLE HUT -PLAN DETAIL -ENTRY DOOR JAMB 1/11/2022ISSUE FOR CONSTRUCTION
98 UP UP UP 3 4 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 4 3 3 3 3 3 3 1 1 1 1 1 1 1 1 2 2 2 3 3 3 3 1 1 1 3 3 2 2 1 3 1 2 3 3 3 3 2 2 1 1 3 3 3 3 2 2 2 2 2 1 1 1 1 3 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 UP UP 1 2 2 1 1 2 4 4 4 4 4 4 2 2 4 4 1 1 1 4 1 1 1 1 3 3 3 3 2 2 2 2 2 2 2 1 1 1 1 1 UP UP 1 1 1 1 1 1 1 1 2 1 1 2 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 3 2 3 3 3 1 1 1 2 2 2 2 2 UP UP 1 1 1 1 1 1 1 1 1 2 1 1 2 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 1 UP UP 1 1 1 1 1 1 1 2 1 1 2 2 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 3 3 3 3 3 3 1 2 2 UP UP 1 1 1 1 1 1 1 1 2 1 1 2 4 4 4 4 4 4 4 4 4 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 3 3 3 3 3 1 TD 71' 135 MAX CAPACITY @ 3'-0" DOOR 120 MAX CAPACITY@ 4'-3" STAIR 270 MAX CAPACITY @ 6'-0" DOOR 270 MAX CAPACITY @ 6'-0" DOOR 120 135 MAX CAPACITY @ 3'-0" DOOR 120 MAX CAPACITY @ 4'-3" STAIR 135 P MAX CAPACITY @ 3'-0" DOOR 72 135 MAX CAPACITY @ 3'-0" DOOR 270 P MAX CAPACITY @ 6'-0" DOOR 270 MAX CAPACITY @ 6'-0" DOOR TD (N) 90' TD 86' WOMEN'S WC MEN'S WC FAM WC WOMEN'S WC MEN'S WC STAIR STAIR SERVICE YARD LOCKERS LOCKERS BAR 135 P MAX CAPACITY @ 3'-0" DOOR CLASS C2: SMALL ASSEMBLY OCCUPANCY 13 81 141 95 CLASS C2: SMALL ASSEMBLY OCCUPANCY TD = 55' 4 4 2 72 79 2 180 P MAX CAPACITY@ 5'-8" STAIR 2361 SF C2 -SEATING (15 SF/P) 158HALL (WINTER GARDEN) 481 SF -INDUST. (100 SF/P)ELECTRICAL 87 SF H1 -STORAGE (300 SF/P)A/V 145 SF -INDUST. (100 SF/P)TELEDATA 429 SF -INDUST. (400 SF/P)FIRE PUMP 241 SF H1 -STORAGE (300 SF/P)STORAGE 210 SF H1 -STORAGE (300 SF/P)STORAGE 258 SF -KITCHEN (100 SF/P)BREAK ROOM 401 SF -INDUST. (400 SF/P)MECHANICAL 667 SF G -INDUST. (100 SF/P)LAUNDRY 109 SF -BUSINESS (100 SF/P)OFFICE 52 SF H1 -STORAGE (300 SF/P) AUX J.C. 72 SF -BUSINESS (100 SF/P)OFFICE 77 SF E -BUSINESS (100 SF/P)OFFICE 158 SF -BUSINESS (100 SF/P)OFFICE 88 SF H1 -STORAGE (300 SF/P)COAT ROOM 94 SF E -BUSINESS (100 SF/P)OFFICE 232 SF H1 -STORAGE (300 SF/P)STORAGE 853 SF N/AFOYER (LOGGIA) 1337 SF C2 -SEATING (15 SF/P) 90LOBBY (LIVING ROOM) 270 SF C2 -SEATING (15 SF/P) 18LOUNGE 2295 SF E -KITCHEN (100 SF/P) 23KITCHEN 1758 SF C2 -SEATING (15 SF/P) 118RESTAURANT 89 SF -INDUST. (100 SF/P)WATER SERVICE 101 SF -INDUST. (100 SF/P) AUX LAUNDRY 105 SF -BUSINESS (100 SF/P) AUX OFFICE 67 SF H1 -STORAGE (300 SF/P) AUX STORAGE 290 SF -BUSINESS (100 SF/P)SHOP 74 SF -BUSINESS (100 SF/P)OFFICE 147 SF -BUSINESS (100 SF/P)RECEPTION 60 SF E -BUSINESS (100 SF/P)OFFICE 169 SF E -BUSINESS (100 SF/P) AUX OFFICE 46 SF H1 -STORAGE (300 SF/P) AUX LUGGAGE 155 SF -KITCHEN (100 SF/P) AUX BAR 42 SF H1 -STORAGE (300 SF/P) AUX A/V ROOM 143 SF -KITCHEN (100 SF/P)BAR 73 SF -INDUST. (400 SF/P)ATS 1 1 1 3 1 1 1 456 SF N/AFOYER (GALLERY) 10 135 P MAX CAPACITY@ 3'-0" DOOR 270 MAX CAPACITY @ 6'-0" DOOR 270 P MAX CAPACITY @ 6'-0" DOOR TD = 91' TD 82' (200 LEVEL) 68' (100 LEVEL) 150' TOTAL TD (S) 84' 135 P MAX CAPACITY @ 3'-0" DOOR TD = 58' R R S S E 1 120 TD = 107' 56 SF -BUSINESS (100 SF/P)SECURITY FROM 200 LEVEL FROM 200 LEVEL (13 FROM 100 LEVEL) MAX. FROM 200 LEVEL CLASS E1: BUSINESS OCCUPANCY (PER APPROVED ACAR) TD = 61' 135 MAX CAPACITY @ 3'-0" DOOR 120 MAX CAPACITY@ 4'-3" STAIR TD 82' (200 LEVEL) 68' (100 LEVEL) 150' (TOTAL) TD 78' TD 93' 135 MAX CAPACITY @ 3'-0" DOOR 120 MAX CAPACITY @ 4'-3" STAIR 180 MAX CAPACITY @ 5'-8" STAIR @ 6'-0" DOOR HORIZONTAL EXIT 135 MAX CAPACITY@ 3'-0" DOOR 120 2 764 SF C2 -STANDING (6 SF/P) 129CONF. RM (DRAFTING 1) STAIR STAIR MEN'S WC WOMEN'S WC FAM WC ELEV LOBBY SVC ELEV LOBBY CLASS E1: BUSINESS OCCUPANCY (PER APPROVED ACAR) 2 3 2 4 4 2 AOR 120 120 141 45 FROM NORTH OF HORIZ. EXIT FROM SOUTH OF HORIZ. EXIT 3 1 1 2 525 SF C2 -SEATING (15 SF/P) 36 AUX CONF. RM (DRAFTING 2) 560 SF C2 -SEATING (15 SF/P) AUX CONF. RM (DRAFTING 3) 791 SF -KITCHEN (100 SF/P)PREP KITCHEN 211 SF -BUSINESS (100 SF/P)OFFICE 52 SF -BUSINESS (100 SF/P)OFFICE 49 SF -BUSINESS (100 SF/P)OFFICE 1663 SF C2 -STANDING SF/P) 162PREFUNCTION 536 SF C2 -SEATING (15 SF/P) 37CONF. RM (STUDIO 1004 SF C2 -REC (20 SF/P)ROOF TERRACE 23 SF H1 -STORAGE (300 SF/P) AUX HOUSEKEEPING 72 SF G -INDUSTR. (100 SF/P)ELEC. RM 161 SF H1 -STORAGE (300 SF/P) AUX STORAGE 99 SF H1 -STORAGE (300 SF/P) AUX COAT ROOM 14 SF H1 -STORAGE (300 SF/P) AUX J.C. 1 1 1 HORIZONTAL EXIT: OCCUPANT ALLOWANCE NORTH OF HORIZ. EXIT: 3726 SF MAX CAPACITY (AT SF/P) -1242 P ALLOWABLE, 471 ACTUAL AREA SOUTH OF HORIZ. EXIT: 2296 SF MAX CAPACITY (AT SF/P) -766 P ALLOWABLE, 471 ACTUAL TD = 97' 6 4 1" 6' 5" HORIZONTAL EXIT STANDING SPACE HORIZONTAL EXIT STANDING SPACE NO RATING AT CORRIDOR WITHIN BUSINESS SUITE PER APPROVED ACAR 1 A9-1.A STAIR DE = 27' 135 MAX CAPACITY @ 3'-0" DOOR 120 MAX CAPACITY@ 4'-3" STAIR 45 2 DE = 27' TD 80' TD 98' 135 MAX CAPACITY @ 3'-0" DOOR 120 MAX CAPACITY@ 4'-3" STAIR SVC ELEV LOBBY ELEV LOBBY STAIR 2 GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM 45 2 4 4 2 2 AOR GUEST ROOM 964 SF C -HEAL. FIX (40 SF/P) 25 AUX HEALTH CLUB 349 SF -HEAL. REC (20 SF/P) 18 AUX STUDIO 30 SF H1 -STORAGE (300 SF/P) AUX HOUSEKEEPING 76 SF -INDUST. (100 SF/P)ELEC ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 259 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 288 SF A2 -RESID. (125 SF/P)GUEST ROOM 266 SF A2 -RESID. (125 SF/P)GUEST ROOM 305 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 274 SF A2 -RESID. (125 SF/P)GUEST ROOM 484 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 283 SF A2 -RESID. (125 SF/P)GUEST ROOM TD = 72' S E E 37 SF H1 -STORAGE (300 SF/P) AUX STORAGE A9-1.A DE 27' 135 MAX CAPACITY @ 3'-0" DOOR 120 MAX CAPACITY@ 4'-3" STAIR 2 DE 27' TD 75' TD 98' 135 P MAX CAPACITY @ 3'-0" DOOR 120 P MAX CAPACITY@ 4'-3" STAIR STAIR SVC ELEV LOBBY ELEV LOBBY STAIR 2 2 2 2 2 2 28 27 GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM 2 2 2 2 2 2 4 2 4 2 AOR GUEST ROOM GUEST ROOM (ACC) 30 SF H1 -STORAGE (300 SF/P) AUX HOUSEKEEPING 76 SF -INDUST. (100 SF/P)TELEDATA ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 260 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 288 SF A2 -RESID. (125 SF/P)GUEST ROOM 266 SF A2 -RESID. (125 SF/P)GUEST ROOM 305 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 274 SF A2 -RESID. (125 SF/P)GUEST ROOM 483 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 283 SF A2 -RESID. (125 SF/P)GUEST ROOM TD 72' 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 546 A2 -RESID. (125 SF/P)GUEST ROOM (LS) S DE = 27' 135 P MAX CAPACITY @ 3'-0" DOOR 120 P MAX CAPACITY@ 4'-3" STAIR 2 DE 27' TD = 75' TD = 98' 135 P MAX CAPACITY @ 3'-0" DOOR 120 P MAX CAPACITY@ 4'-3" STAIR STAIR STAIR 2 1 2 28 28 GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM (ACC) 2 2 2 2 2 SVC ELEV LOBBY ELEV LOBBY 4 2 4 2 AOR GUEST ROOM GUEST ROOM 76 SF G -INDUST. (100 SF/P)ELEC. ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 260 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 279 SF A2 -RESID. (125 SF/P)GUEST ROOM 266 SF A2 -RESID. (125 SF/P)GUEST ROOM 305 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 274 SF A2 -RESID. (125 SF/P)GUEST ROOM 483 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 283 SF A2 -RESID. (125 SF/P)GUEST ROOM 30 SF H1 -STORAGE (300 SF/P) AUX HOUSEKEEPING 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 557 A2 -RESID. (125 SF/P)GUEST ROOM (LS) TD = 72' E S STAIR STAIR DE = 27' 135 MAX CAPACITY @ 3'-0" DOOR 120 MAX CAPACITY@ 4'-3" STAIR 2 DE = 27' TD 75' TD 98' 135 P MAX CAPACITY @ 3'-0" DOOR 120 P MAX CAPACITY@ 4'-3" STAIR 2 2 2 GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM (ACC) GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM (ACC) GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM GUEST ROOM 28 29 2 2 2 2 2 SVC ELEV LOBBY ELEV LOBBY 4 2 4 2 AOR AOR GUEST ROOM (ACC) 76 SF -INDUST. (100 SF/P)TELEDATA ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 259 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 279 SF A2 -RESID. (125 SF/P)GUEST ROOM 266 SF A2 -RESID. (125 SF/P)GUEST ROOM 305 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 274 SF A2 -RESID. (125 SF/P)GUEST ROOM 484 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 252 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 283 SF A2 -RESID. (125 SF/P)GUEST ROOM 30 SF H1 -STORAGE (300 SF/P) AUX HOUSEKEEPING 270 SF A2 -RESID. (125 SF/P)GUEST ROOM 270 SF A2 -RESID. (125 SF/P)GUEST ROOM TD = 72' 276 SF A2 -RESID. (125 SF/P)GUEST ROOM S E 270 SF A2 -RESID. (125 SF/P)GUEST ROOM SYMBOLS: LIFE SAFETY FLOOR PLAN OCCUPANCY TYPE (DIVISOR) XXX OCCUPANT LOAD AT EGRESS DOOR OR STAIR EXIT TRAVEL DISTANCE TD= ##' DEAD END CORRIDOR DISTANCE DE= ##' AREA OF RESCUE ASSISTANCE AOR ###### SF XXX OCCUPANCY XXX AUXILIARY USE DESIGNATION XXX ROOM TYPE SQUARE FOOTAGE 2B SIGNAGE TYPE TAG 300 -1200 LEVEL PENTHOUSE 200 LEVEL A2 -MULTIPLE DWELLINGS -BUSINESS -BUSINESS -BUSINESS C2 -SMALL ASSEMBLY C2 -SMALL ASSEMBLY RQMT: 2-HOUR SEPARATION @ HORIZONTAL EXIT RQMT: 1-HOUR SEPARATION BETWEEN C2 AND E RQMT: 1-HOUR SEPARATION BETWEEN C2 AND 100 LEVEL RQMT: 3-HOUR SEPARATION AT FLOOR FROM 300 TO 200 LEVEL AT RQMT: 1-HOUR SEPARATION ABOVE 100 LEVEL @ C2 Holabird Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced size different than originally drawn. The Owner and Architect assume responsibility for use of incorrect scale. Drawings are not to be scaled. Not published - All rights reserved. Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. No. Date Description 1" = 30'0" 1/16" = 1'0" 1/8" = 1'0" 1/4" = 1'0" 1/2" = 1'0" 1" = 1'0" 3" = 1'0" 0'0" 30'0" 60'0" 90'0" 120'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'3" 0'6" 0'9" 1'0" 1'0" 2'0" 3'0" 2'0" 4'0" 6'0" 4'0" 8'0" 12'0" 8'0" 16'0" 24'0" 16'0" 32'0" 48'0" 1227 East 60th Street Chicago, 60637 15 West 26th Street Suite 902 New York, NY 10010 Project Address Developer C. YU C. YU L. GABEL C. YU & L. GABEL 100-600 LEVEL LIFE SAFETY PLANS LS2-1 15840 1/16" = 1'-0" LS2-1 1 100 LEVEL LIFE SAFETY PLAN 1/16" 1'-0" LS2-1 2 200 LEVEL LIFE SAFETY PLAN 1/16" = 1'-0" LS2-1 3 300 LEVEL LIFE SAFETY PLAN 1/16" = 1'-0" LS2-1 4 400 LEVEL LIFE SAFETY PLAN 1/16" 1'-0" LS2-1 5 500 LEVEL LIFE SAFETY PLAN 1/16" = 1'-0" LS2-1 6 600 LEVEL LIFE SAFETY PLAN 200 LEVEL NORTH C2 REC (20 SF/P) 1004 SF51 C2 SEATING (15 SF/P) 536 SF37 C2 STANDING (6 SF/P) 2427 SF291 H1 STORAGE (300 SF/P) 260 SF2 4227 SF381 SOUTH C2 SEATING (15 SF/P) 1085 SF74 E BUSINESS (100 SF/P) 311 SF5 E KITCHEN (100 SF/P) 791 SF8 G INDUSTR. (100 SF/P) 72 SF1 H1 STORAGE (300 SF/P) 38 SF2 2297 SF90 200 LEVEL TOTAL 6524 SF471 1" = 50'-0" LS2-1 7 MIXED OCCUPANCY DIAGRAM OCCUPANT LOAD (LEVELS 100-600) OCCUPANCY UNIT AREAOCCUPANT LOAD 100 LEVEL C2 SEATING (15 SF/P) 5725 SF384 E BUSINESS (100 SF/P) 1412 SF19 E KITCHEN (100 SF/P) 2852 SF30 G INDUST. (100 SF/P) 1482 SF13 G INDUST. (400 SF/P) 903 SF5 H1 STORAGE (300 SF/P) 1063 SF9 13437 SF460 300 LEVEL A2 RESID. (125 SF/P) 4046 SF43 C HEAL. FIX (40 SF/P) 964 SF25 C HEAL. REC (20 SF/P) 349 SF18 G INDUST. (100 SF/P) 76 SF1 H1 STORAGE (300 SF/P) 67 SF2 5502 SF89 400 LEVEL A2 RESID. (125 SF/P) 5125 SF53 G INDUST. (100 SF/P) 76 SF1 H1 STORAGE (300 SF/P) 30 SF1 5231 SF55 500 LEVEL A2 RESID. (125 SF/P) 5134 SF54 G INDUST. (100 SF/P) 76 SF1 H1 STORAGE (300 SF/P) 30 SF1 5239 SF56 600 LEVEL A2 RESID. (125 SF/P) 5107 SF55 G INDUST. (100 SF/P) 76 SF1 H1 STORAGE (300 SF/P) 30 SF1 5212 SF57 101/21/2020ISSUE FOR CONSTRUCTION
99 the study hotel [drawings] UP UP - - ----------- - - - ---------- ----- - - - - ----- - ------4 4 4 4 4 4 4 4 4 4 4 4 4 4 UP UP - - -------- - - - - - - - - ----- ---4 4 4 4 4 4 4 4 3 3 4 4 3 3 UP UP--- - -- - - - - - - - - - -- -----------4 4 4 4 4 4 4 4 4 3 4 4 3 3 3- - - - - ------ - - ---4 4 4 4 4 4 4 4 3 3 3 3 -4 4 4 4 4 4 4 4 4 4 4 444 4 4 0 4 0 0 0 4 0 00 0 0 0 0 0 0 0 0 0 00 NO RATING AT EXTERIOR COLUMNS OUTSIDE OF BUILDING 2-HR BEAMS GIRDERS SUPPORTING ROOF AT ORDINARY HAZARD (KITCHEN), SEE DETAIL 7/LS3-1. 3-HR COLUMNS AT ORDINARY HAZARD (KITCHEN), SEE DETAIL 6/LS3-1. 4 4 44 4 4 4 44444 4 4 4 4 4 4 4 4 A9-1.A 4 4 4 4 4 4 4 4 4 444 4 4 4 4 4 4 444 4 4 4 4 RQMT: NO RATING AT EXTERIOR COLUMNS OUTSIDE OF BUILDING SYMBOLS: STRUCTURAL FIRE RATING PLAN NR, NC 3-HR 4-HR 4-HR SUPPORTING ROOF ONLY 1-HR NR 2-HR 4 4 NR, NC NR 3-HR 4-HR 1/2-HR 0 0 WALLS EXTERIOR NONBEARING EXTERIOR BEARING INTERIOR BEARING COLUMNS VARIES 12" CONCRETE 12" CONCRETE N/A ACI 216.1-07 TABLE 2.1 ACI 216.1-07 TABLE 2.1 REQ'D FIRE RATING DESCRIPTION CONSTRUCTIONCOMPLIANCE EXTERIOR, SUPPORTING FLOORS ABOVE INTERIOR, SUPPORTING ROOF ONLY EXTERIOR, SUPPORTING ROOF ONLY EXTERIOR, SUPPORTING ROOF ONLY, AT ORDINARY HAZARD (KITCHEN) INTERIOR, SUPPORTING FLOORS ABOVE FLOORS STEEL STEEL >=12" CONCRETE STEEL >=12" CONCRETE NOTE: NR NO RATING NC NON-COMBUSTIBLE ACI 216.1-07 TABLE 2.7 ACI 216.1-07 TABLE 2.7 N/A N/A 3 BEAMS GIRDERS TYPICAL AT ORDINARY HAZARD (KITCHEN) 100 LEVEL, U.N.O. AT ROOF TERRACE ROOFS 9" CONCRETE 3-1/4" LW CONCRETE ON 3" METAL DECK ACI 216.1-07 TABLE 2.1 ACI 216.1-07 TABLE 2.1 VARIES SEE LS3-1 N/A SEE LS3-1 3" METAL DECK AT ORDINARY HAZARD (KITCHEN) NR 2-HR STEEL STEEL SEE LS3-1 N/A TYPICAL (100 LEVEL) AS NOTED ACTUAL FIRE RATING 4-HR 4-HR NC NR 4-HR 3-HR NR 4-HR 4-HR 1/2-HR NC 1200 LEVEL & PENTHOUSE ROOF 9" CONCRETE NC 2-HR 4-HR ACI 216.1-07 TABLE 2.1 CEMENTITIOUS SPRAY-APPLIED FIRE RESISTIVE MATERIAL APPLIED PER MNF'S SPECIFICATIONS AT UL TESTED DENSITY REQTS. 2-1/2" MIN. THICKNESS FOR W8X24 STEEL MEMBER NONCOMBUSTIBLE FINISH 3" STEEL DECK CEMENTITIOUS SPRAY-APPLIED FIRE RESISTIVE MATERIAL APPLIED PER MNF'S SPECIFICATIONS AT UL TESTED DENSITY REQTS. 1-1/16" MIN. THICKNESS. SHEAR CONNECTOR STEEL BEAM CEMENTITIOUS SPRAY-APPLIED FIRE RESISTIVE MATERIAL APPLIED PER MNF'S SPECIFICATIONS AT UL TESTED DENSITY REQTS. 1-7/8" MIN. THICKNESS. Holabird Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced size different than originally drawn. The Owner and Architect assume responsibility for use of incorrect scale. Drawings are not to be scaled. Not published - All rights reserved. Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. No. Date Description 1" = 30'0" 1/16" = 1'0" 1/8" = 1'0" 1/4" = 1'0" 1/2" = 1'0" 1" = 1'0" 3" = 1'0" 0'0" 30'0" 60'0" 90'0" 120'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'3" 0'6" 0'9" 1'0" 1'0" 2'0" 3'0" 2'0" 4'0" 6'0" 4'0" 8'0" 12'0" 8'0" 16'0" 24'0" 16'0" 32'0" 48'0" 1227 East 60th Street Chicago, IL 60637 15 West 26th Street Suite 902 New York, NY 10010 Project Address Developer G. GRUNLOH L. GABEL C. YU & L. GABEL FIRE RATINGS OF STRUCTURAL ELEMENTS LS3-1 15840 1/16" = 1'-0" LS3-1 1 100 LEVEL STRUCTURAL FIRE RATING PLAN 1/16" 1'-0" LS3-1 2 200 LEVEL STRUCTURAL FIRE RATING PLAN 1/16" = 1'-0" LS3-1 3 300-1200 LEVEL STRUCTURAL FIRE RATING PLAN 1/16" 1'-0" LS3-1 4 PENTHOUSE STRUCTURAL FIRE RATING PLAN 1/16" 1'-0" LS3-1 5 ROOF STRUCTURAL FIRE RATING PLAN 1/2" = 1'-0" LS3-1 6 3-HR FIRE RATED COLUMN WITH CEMENTITIOUS FIREPROOFING AT ORDINARY HAZARD (KITCHEN) UL DESIGN NO. X772 1/2" = 1'-0" LS3-1 7 2-HR FIRE RATED BEAM AND DECK WITH CEMENTITIOUS FIREPROOFING AT ORDINARY HAZARD (KITCHEN) UL DESIGN NO. S805 101/21/2020ISSUE FOR CONSTRUCTION
100 DN 1' 6" 3' 0" 60" 30" 48" 30" 56" 60" 48" 2 0 36" 48" 30" 48" 17 9' 10" 12' 6 3/4" 2 3 1 /4 43 1 /2 2 6 7 1 31 1 3 /4 6 0 1 /2 3" 4' 1/2" 6' 8" 1 08 A8-23 7 6" 3' 0" 30" 48" 30 16 60" 48" 20 30" 48" 30" 56" 60" 36" 48" 60" 30" 48" 48" 2 0 9' 10" 12' 6 3/4" 6 0 1 /2 43 1 /2 1 3 1 1 3 /4 2 3 1 /4 2 6 7 4' 1/2" 6' 8" 1 08 3" A8-23 1' 6" 3' 0" 60" 30" 48" 30" 48" 30" 48" 56" 60" 30" 48" 30" 48" 20 48" 3 0 0" 30 48" 0" 36" 48" 3 0 20 1 6 60" 30" 48" 9' 10" 4' 6" 9' 10" 12' 7" 13' 7 1/2" 67 95 1 /2 23 1 /4 1 83 1 /2 8 7 1 /2 10' 11 3/4" 7" 5' 9" 54 3 /4 0 1/2" 30 6 0 1 /2 3 0 1 /2 1 52 3 /4 2 3 1 /4 2 6 7 0" A8-24 7 Sim 0" C L REF. 48" 36" 48" 30" 48" 3' 0" 1' 6" 30" 48" 56" 60" 30" 20 60" 6' 1/4" 5' 6" 1 0 9 1 3 1 0 3 /4 2 3 1 /4 2 67 11' 0" 13' 0 1/4" A8-24 13 Sim 56" 60" 30" 48" 3 0 1 6 60" 48" 0" 30" 30" 48" 2' 0" 3' 0" 30" 48" 30" 48" 36" 48" 48" 30" 48" 6' 1/2"4' 3 1/2" 13' 11 3/4" 2' 1/4" 26' 7" 5 2 1 /2 68 42 55 3 9 1 /4 6' 9" 3 3/4" 15' 7" 3 1/4" 20' 2" 73 1 /2 9 1 0 1 31 1 /2 9 1 0 1 2 7 1 /4 10' 8" A8-23 7 30" 48" 30" 48" 30" 48" REF. M/W WORKSTATION COOKTOP D/W 30" 48" SINK 30" 48" 30" 56" 60" 60" 30" 48" 48" 20 3 0 36" 48" 30" 48" 1 6 60" 48" 1' 6" 6' 7" 10" 23' 1/4" 60 1 /2 4 1 1 /2 1 41 3 /4 2 3 1 /4 2 6 7 6' 3" 6' 0" 7' 7" 5 7 1 /4 1 0 6 1 6 5 3 0 1 0 1 0 3 /4 6' 0" 5' 3/4" 30" 48" A8-24 1 Sim REF 30" 48" 30" 48" 56" 60" 30" 48" 30" 0"2' 0" 30 1 6 0" 48" 36" 48" 48" 48" 10' 8" 13' 11 3/4" 2' 1/4" 26' 7" 8 1 /2 9 1 0 2 0 1 /4 1 26 3 /4 5 3 6 8 4 0 3 /4 A8-23 SUMMARY FLOOR 12 11 10 9 8 7 6 5 4 3 UNIT GUESTROOM SUMMARY 5% ACCESSIBLE UNITS TOTAL UNITS W/ COMUNICATION T GT KDDSTDYEXECLONGCHICPRES 10 10 10 10 10 11 11 11 11 103 ------------4794211 167----2--------------411100 9-----------1 + 1 11---KDDSTDYEXECLONGCHICPRES 7--------------510100 14----------2 1 11-KDDSTDYEXECLONGCHICPRES * 504 601 604 609 720 819 1011 1205 427 ACCESSIBLE UNITS 320 527 605 620 704 809 301 NON-ACCESSIBLE UNITS W/ COMMUNICATION 827 902 905 1022 1121 1205 817 ACCESSIBLE UNIT W/ ROLL-IN SHOWER ACCESSIBLE UNIT W/ COMMUNICATION FEATURE * # KING DOUBLE STUDY EXECUTIVE LONG STAY CHICAGO PRESIDENTIAL TOTAL 103 47 9 4 2 1 1 167 TYPEKEYS DD STDY EXEC LONG CHIC PRES 30" 48" 36" 48" 48" 56" 60" 30" 48" 30" 2' 0" 16 3 0 16' 3" 4' 1/2"6' 1/2" 26' 7" 13' 11 3/4" 10' 8" 54 3 /4 68 4 0 1 /2 A8-23 68 Holabird Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced size different than originally drawn. The Owner and Architect assume responsibility for use of incorrect scale. Drawings are not to be scaled. Not published - All rights reserved. Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. No. Date Description 1" = 30'0" 1/16" = 1'0" 1/8" = 1'0" 1/4" = 1'0" 1/2" = 1'0" 1" = 1'0" 3" = 1'0" 0'0" 30'0" 60'0" 90'0" 120'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'3" 0'6" 0'9" 1'0" 1'0" 2'0" 3'0" 2'0" 4'0" 6'0" 4'0" 8'0" 12'0" 8'0" 16'0" 24'0" 16'0" 32'0" 48'0" 1227 East 60th Street Chicago, 60637 15 West 26th Street Suite 902 New York, NY 10010 Project Address Developer G. GRUNLOH A. APPEL C. YU & L. GABEL ACCESSIBILITY UNIT DISTRIBUTION MATRIX A1-2 15840 1/4" = 1'-0" A1-2 [REF: 2/ A2-4] 1 DD3 -ACCESSIBLE DOUBLE 1/4" 1'-0" A1-2 [REF: 2/ A2-7] 2 K10 -ACCESSIBLE KING 1/4" = 1'-0" A1-2 [REF: 1/ A4-1] 3 EXEC-2 -ACCESSIBLE EXECUTIVE SUITE AWNING WINDOW WITH OPERATING FORCE OF LB LOCATED WITHIN REACH RANGE AWNING WINDOW WITH OPERATING FORCE OF LB LOCATED WITHIN REACH RANGE AWNING WINDOW WITH OPERATING FORCE OF 5 LB LOCATED WITHIN REACH RANGE REMOVABLE TUB SEAT REMOVABLE TUB SEAT REMOVABLE TUB SEAT 1/4" 1'-0" A1-2 [REF: 1/ A2-4] 4 DD8 -ACCESSIBLE DOUBLE AWNING WINDOW WITH OPERATING FORCE OF LB LOCATED WITHIN REACH RANGE 1/4" 1'-0" A1-2 [REF: 2/ A2-3] 5 LONG-2 -ACCESSIBILE LONG STAY SUITE 1/4" 1'-0" A1-2 [REF: 2/ A2-4] 6 STDY-3 -ACCESSIBLE STUDY AWNING WINDOW WITH OPERATING FORCE OF LB LOCATED WITHIN REACH RANGE AWNING WINDOW WITH OPERATING FORCE OF LB LOCATED WITHIN REACH RANGE 1/4" 1'-0" A1-2 [REF: 2/ A2-5] 7 K3 -ACCESSIBLE KING 1/4" 1'-0" A1-2 9 ROOM ACCESSIBILITY SUMMARY AWNING WINDOW WITH OPERATING FORCE OF 5 LB LOCATED WITHIN REACH RANGE REMOVABLE TUB SEAT REMOVABLE TUB SEAT REMOVABLE TUB SEAT 1/4" 1'-0" A1-2 [REF: 1/ A2-5] 8 DD5 -ACCESSIBLE DOUBLE REMOVABLE TUB SEAT AWNING WINDOW WITH OPERATING FORCE OF 5 LB LOCATED WITHIN REACH RANGE NOTE: REFER TO A8 SERIES FOR ADDITONAL INFORMATION AND DIMENSIONS. 101/21/2020ISSUE FOR CONSTRUCTION
101 the study hotel [drawings] 100 LEVEL +0' -0" 200 LEVEL +16' -6" ROOF LEVEL +150' -6" 300 LEVEL +34' -6" 400 LEVEL +44' -6" 500 LEVEL +54' -6" 600 LEVEL +64' -6" 700 LEVEL +74' -6" 800 LEVEL +84' -6" 900 LEVEL +94' -6" 1000 LEVEL +104' -6" 1100 LEVEL +114' -6" 1200 LEVEL +124' -6" PENTHOUSE LEVEL +137' -6" 6 7 10 12 13 11 1.8 9.8 14 4.9 10.1 11.2 5 0 1 3 0 1 30 1 0 0 1 0 0 1 0 0 1 00 1 00 1 00 1 0 0 1 0 0 1 0 0 1 8 0 1 6 6 A5-8 A5-5 A5-12 1 GL1 GL1 GL1 GL2 GL2 GL2 GL1 GL1 GL1 GL2 GL2 GL2 GL1 GL1 GL1 GL2 GL2 GL2 GL1 GL1 GL1 GL2 GL2 GL2 GL1 GL1 GL1 GL2 GL2 GL2 GL1 GL1 GL1 GL2 GL2 GL2 GL1 GL1 GL2 GL2 GL1 GL1 GL2 GL2 M4 M4 G1 G1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 GL1 G1 G1 G1 AF3 G2 G1 G1 G1 G1 AF3 G1 P1 AF2 SF1 SF1 SF3 SF1 SF4 SF1 SF1 SF3 SF1 SF1 SF1 SF1 SF1 SF3 SF1 SF1 SF1 SF1 SF3 SF1 SF1 SF8C SF10B SF9B SF9C SF9D SF16 SF16 SF17 SF18 SF19 SF20 SF21 M1 S1 S1 GL1 GL1 CANOPY GL1 GL1 GL1 TYP. TYP. TYP. TYP. AF3 TYP. TYP. HF1 TYP. P1 G1 TYP. A5-12 AF3 AF3 AF3 AF3 AF3 AF3 AF3 AF3 AF3 AF3 13.9 13.1 12.2 11.3 14.1 ELEVATOR ROOF +155' -6" 2.7 GL1 GL1 GL2 GL2 GL1 GL1 GL2 GL2 SF1 SF1 SF1 SF1 SF3 SF34 M5 M5 M5 M5 M5 M7 HF1 S2 S4 8.5 CJ CJ CJ CJ HF1 AF1 100 LEVEL +0' -0" 200 LEVEL +16' -6" 1.8 SF6B SF15 S1 GL4 GL1 GL3 GL1 M2 GL1 AF1 AF1 GL3 CCTV WALL CAMERA REFER TO TECH. DWGS. S2 100 LEVEL +0' -0" 200 LEVEL +16' -6" 12 13 14 13.9 13.1 12.2 11.3 14.1 S1 LOUVER (L-5) -REFER TO MECH. DWGS. HOSE BIB -REFER TO PLUMB. DWGS. CANOPY CCTV WALL CAMERA REFER TO TECH. DWGS. S4 CJ GENERAL NOTES: BUILDING ELEVATIONS THE NOTES BELOW APPLY TO A4 & A5 SERIES DRAWINGS ONLY: 1. NUMBER DESIGNATES MATERIALS OR FINISHES 2. DESIGNATES GLASS TYPE. SEE PARTIAL ELEVATIONS FOR TARGETS. GLASS TYPES NOT DESIGNATED ARE TO BE 3.TEMPERED GLASS AT DOORS OTHER AREAS PER BUILDING CODE. 4.CJ = CONTROL JOINT 5. DESIGNATES STOREFRONT TYPE. REFER TO SHEET A7-6 AND A7-7. 6.SEE SHEET S3-1 FOR STRUCTURAL FRAMING AROUND OPENINGS IN MASONRY WALLS AT 100 LEVEL. 7.WALL FRAMING AROUND OPENINGS IN METAL STUD EXTERIOR WALLS TO BE ENGINEERED AND PROVIDED BY THE METAL STUD SUBCONTRACTOR, INCLUDING SUPPLEMENTAL STEEL AROUND LARGE LOUVER OPENINGS (IF REQ'D). ? GX ? SX ? MX ? AFX ? GLX ? GL1 SFX HFX PX Holabird Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced size different than originally drawn. The Owner and Architect assume responsibility for use of incorrect scale. Drawings are not to be scaled. Not published - All rights reserved. Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. No. Date Description 1" = 30'0" 1/16" = 1'0" 1/8" = 1'0" 1/4" = 1'0" 1/2" = 1'0" 1" = 1'0" 3" = 1'0" 0'0" 30'0" 60'0" 90'0" 120'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'3" 0'6" 0'9" 1'0" 1'0" 2'0" 3'0" 2'0" 4'0" 6'0" 4'0" 8'0" 12'0" 8'0" 16'0" 24'0" 16'0" 32'0" 48'0" 1227 East 60th Street Chicago, IL 60637 15 West 26th Street Suite 902 New York, NY 10010 Project Address Developer G. GRUNLOH C. ROBILLARD C. YU & L. GABEL BUILDING ELEVATION -WEST A4-2 15840 1/8" 1'-0" A4-2 [REF: 1/ A2-1] 1 WEST ELEVATION 1/8" 1'-0" A4-2 [REF: 1/ A2-1] 2 WEST ELEVATION AT NORTH ENTRY NICHE 1/8" = 1'-0" A4-2 [REF: 1/ A2-1] 3 WEST ELEVATION AT SOUTH EXIT NICHE 101/21/2020ISSUE FOR CONSTRUCTION
102 3-5/8" FULL BED PERIBONKA GRANITE W/ MASONRY ANCHORS 1-1/8" AIR CAVITY 3" UNFACED MINERAL WOOL INSULATION, FLAME-SPREAD INDEX -0 AIR/VAPOR BARRIER 5/8" EXTERIOR GYPSUM SHEATHING 6" STRUCTURAL STUD 5/8" INTERIOR GPDW SCHEDULED FINISH, U.N.O. PRE-FORMED METAL PANEL 1" VERTICAL MTL FURRING, SPACING PER MTL PANEL MFR RQMTS 3" UNFACED MINERAL WOOL INSULATION ON FIBERGLASS 'Z' GIRTS, FLAME-SPREAD INDEX -0 AIR/VAPOR BARRIER 5/8" EXTERIOR GYPSUM SHEATHING 6" STRUCTURAL STUD 5/8" INTERIOR GPDW & SCHEDULED FINISH PRE-FORMED METAL PANEL 1" VERTICAL MTL FURRING, SPACING PER MTL PANEL MFR RQMTS 3" UNFACED MINERAL WOOL INSULATION ON FIBERGLASS 'Z' GIRTS, FLAME-SPREAD INDEX -0 AIR/VAPOR BARRIER 5/8" EXTERIOR GYPSUM SHEATHING 1-1/2" METAL FURRING CONCRETE SHEAR WALL REFER TO PLANS FOR ADDITIONAL INTERIOR WALL FURRING AND SCHEDULED FINISH CORRUGATED METAL PANEL 1" VERTICAL MTL FURRING, U.N.O., SPACING PER MTL PANEL MFR RQMTS 3" UNFACED MINERAL WOOL INSULATION ON FIBERGLASS 'Z' GIRTS, FLAME-SPREAD INDEX -0 AIR/VAPOR BARRIER 5/8" EXTERIOR GYPSUM SHEATHING 6" STRUCTURAL STUD 5/8" GPDW SCHEDULED FINISH GFRC W/ THERMALLY BROKEN ATTACHMENT SYSTEM (PER DETAILS) AIR CAVITY (DEPTH VARIES -PER DETAILS) 3" UNFACED MINERAL WOOL INSULATION ON NECESSARY FIBERGLASS 'Z' GIRTS (PER DETAILS), FLAME-SPREAD INDEX -0 AIR/VAPOR BARRIER 5/8" EXTERIOR GYPSUM SHEATHING 6" STRUCTURAL STUD 5/8" INTERIOR GPDW & SCHEDULED FINISH, U.N.O. VARIES (REFER TO DWGS) GFRC W/ THERMALLY BROKEN ATTACHMENT SYSTEM (PER DETAILS) 3-1/2" AIR CAVITY 3" UNFACED MINERAL WOOL INSULATION, FLAME-SPREAD INDEX -0 AIR/VAPOR BARRIER 5/8" EXTERIOR GYPSUM SHEATHING CONCRETE SHEAR WALL REFER TO PLANS FOR ADDITIONAL INTERIOR WALL FURRING & SCHEDULED FINISH GFRC W/ THERMALLY BROKEN ATTACHMENT SYSTEM (PER DETAILS) AIR CAVITY (DEPTH VARIES -PER DETAILS) 3" UNFACED MINERAL WOOL INSULATION, FLAME-SPREAD INDEX -0 AIR/VAPOR BARRIER 5/8" EXTERIOR GYPSUM SHEATHING 6" STRUCTURAL STUD VARIES (REFER TO DRAWINGS) 5/8" INTERIOR GPDW & SCHEDULED FINISH, U.N.O. CORRUGATED METAL PANEL 1" VERTICAL MTL FURRING, U.N.O., SPACING PER MTL PANEL MFR RQMTS 3" UNFACED MINERAL WOOL INSULATION ON FIBERGLASS 'Z' GIRTS, FLAME-SPREAD INDEX -0 AIR/VAPOR BARRIER 5/8" EXTERIOR GYPSUM SHEATHING 1-1/2" METAL FURRING CONCRETE SHEAR WALL REFER TO PLANS FOR ADDITIONAL INTERIOR WALL FURRING SCHEDULED FINISH PRE-FORMED METAL PANEL W/ ATTACHMENT SYSTEM 1" VERTICAL MTL FURRING, U.N.O., SPACING PER MTL PANEL MFR RQMTS 12"x8"x16" CMU -REFER TO STRUCT. DWGS. FOR GROUTING REQUIREMENTS LOCATIONS 3-5/8" FULL BED PERIBONKA GRANITE W/ MASONRY ANCHORS 1-1/8" AIR CAVITY 12"x8"x16" CMU -REFER TO STRUCT. DWGS. FOR GROUTING REQUIREMENTS LOCATIONS TAPERED RIGID INSULATION -FOAM-PLASTIC BOARD (R-30 MIN. WITH UP TO 1" LESS AT LOW POINTS), FLAME-SPREAD INDEX -75 1/2" EXTERIOR GYPSUM COVER BOARD TPO ROOFING MEMBRANE SELF-ADHERED VAPOR RETARDER PRIMER TAPERED RIGID INSULATION -FOAM-PLASTIC BOARD (R-30 MIN. WITH UP TO 1" LESS AT LOW POINTS), FLAME-SPREAD INDEX -75 1/2" EXTERIOR GYPSUM COVER BOARD TPO ROOFING MEMBRANE SELF-ADHERED VAPOR RETARDER PRIMER 40 MIL (MIN.) POLYPROPYLENE SLIP SHEET, EDGES OVERLAPPED SEAMED -TYP. BENEATH ALL GREEN ROOF TRAYS 6" DEEP GREEN ROOF TRAY SYSTEM TAPERED RIGID INSULATION -FOAM-PLASTIC BOARD (R-30 MIN. WITH UP TO 1" LESS AT LOW POINTS), FLAME-SPREAD INDEX -75 1/2" EXTERIOR GYPSUM COVER BOARD TPO ROOFING MEMBRANE SELF-ADHERED VAPOR RETARDER PRIMER 2" DEEP ROOF PAVERS ON ADJUSTABLE PEDESTALS TAPERED RIGID INSULATION -FOAM-PLASTIC BOARD (R-30 MIN. WITH UP TO 1" LESS AT LOW POINTS), FLAME-SPREAD INDEX -75 1/2" EXTERIOR GYPSUM COVER BOARD TPO ROOFING MEMBRANE 40 MIL (MIN.) POLYPROPYLENE SLIP SHEET, EDGES OVERLAPPED SEAMED -TYP. BENEATH ALL GREEN ROOF TRAYS 6" DEEP GREEN ROOF TRAY SYSTEM PLASTER FINISH SYSTEM (BASE COAT, METAL LATH, SCRATCH COAT, & FINISH COAT PER MFT'S REQUIREMENTS 3" UNFACED MINERAL WOOL INSULATION, FLAME-SPREAD INDEX -0 AIR/VAPOR BARRIER 5/8" EXTERIOR GYPSUM SHEATHING METAL FURRING OR METAL STUD SEE PLAN DETAIL SEE PLAN TPO ROOFING MEMBRANE SELF-ADHERED VAPOR RETARDER TAPERED RIGID INSULATION -FOAM-PLASTIC BOARD (R-30 MIN. WITH UP TO 1" LESS AT LOW POINTS), FLAME-SPREAD INDEX -75 1/2" EXTERIOR GYPSUM COVER BOARD 5/8" GYP. SUBSTRATE PRIMER METAL ROOF DECK -REFER TO STRUCT. DWGS Holabird Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced size different than originally drawn. The Owner and Architect assume responsibility for use of incorrect scale. Drawings are not to be scaled. Not published - All rights reserved. Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. No. Date Description 1" = 30'0" 1/16" = 1'0" 1/8" = 1'0" 1/4" = 1'0" 1/2" = 1'0" 1" = 1'0" 3" = 1'0" 0'0" 30'0" 60'0" 90'0" 120'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'3" 0'6" 0'9" 1'0" 1'0" 2'0" 3'0" 2'0" 4'0" 6'0" 4'0" 8'0" 12'0" 8'0" 16'0" 24'0" 16'0" 32'0" 48'0" 1227 East 60th Street Chicago, IL 60637 15 West 26th Street Suite 902 New York, NY 10010 Project Address Developer G. GRUNLOH L. GABEL C. YU & L. GABEL TYPICAL ROOF & EXTERIOR WALL ASSEMBLIES A5-1 15840 1 1/2" 1'-0" A5-1 W1 TYPICAL STONE CAVITY WALL ASSEMBLY 1 1/2" 1'-0" A5-1 W6 TYPICAL METAL PANEL RAINSCREEN ASSEMBLY 1/2" = 1'-0" A5-1 W7 METAL PANEL AT SHEAR WALL ASSEMBLY 1/2" = 1'-0" A5-1 W8 TYPICAL CORRUGATED METAL PANEL RAINSCREEN ASSEMBLY 1/2" = 1'-0" A5-1 W3 TYPICAL GFRC RAINSCREEN ASSEMBLY 1/2" 1'-0" A5-1 W5 RECESSED GFRC AT SHEAR WALL ASSEMBLY 1/2" = 1'-0" A5-1 W4 PROTRUDING GFRC RAINSCREEN ASSEMBLY 1/2" = 1'-0" A5-1 W9 CORRUGATED METAL PANEL AT SHEAR WALL ASSEMBLY 1/2" 1'-0" A5-1 W10 METAL PANEL ON CMU ASSEMBLY 1/2" 1'-0" A5-1 W2 STONE ON CMU ASSEMBLY 1/2" 1'-0" A5-1 R1 TYPICAL LOW SLOPE ROOF ASSEMBLY 1 1/2" 1'-0" A5-1 R2 GREEN ROOF ASSEMBLY AT CONCRETE ON METAL DECK 1/2" = 1'-0" A5-1 R4 LOW SLOPE ROOF ASSEMBLY AT PAVERS 1/2" = 1'-0" A5-1 R3 GREEN ROOF ASSEMBLY AT METAL DECK 1 1/2" 1'-0" A5-1 W11 TYPICAL PLASTER WALL ASSEMBLY 1/2" 1'-0" A5-1 R5 CANOPY ROOF ASSEMBLY AT NORTH ENTRY 101/21/2020ISSUE FOR CONSTRUCTION
103 the study hotel [drawings] 500 LEVEL +54' -6" 600 LEVEL +64' -6" 700 LEVEL +74' -6" 800 LEVEL +84' -6" 900 LEVEL +94' -6" H G 4 A5-10 3 A5-10 A5-10 G2 G1 G2 G2 G2 G2 G2 G1 G1 G1 G1 G1 G1 1 0 0 1 0 0 1 00 1 0 0 G1 26' 0" ZERO SIGHTLINE AWNING, TYP. GL1 GL1 GL2 GL2 GL1 GL1 GL2 GL2 GL1 GL1 GL2 GL2 GL1 GL1 GL2 GL2 GL1 GL1 GL2 GL2 GL1 GL1 GL2 GL2 GL1 GL1 GL2 GL2 GL1 GL1 GL2 GL2 AF3 AF3 AF3 AF3 AF3 AF3 AF3 AF3 AF3 AF3 AF3 AF3 1 0 1 9 0 1 0 1 90 1 0 500 LEVEL +54' -6" 600 LEVEL +64' -6" 700 LEVEL +74' -6" 800 LEVEL +84' -6" 900 LEVEL +94' -6" A5-10.A 3 A5-10.A 3 0 1 0 0 1 0 0 1 00 1 0 0 9 3 93 9 3 93 3 0 30 3 0 500 LEVEL +54' -6" 600 LEVEL +64' -6" 700 LEVEL +74' -6" 800 LEVEL +84' -6" 900 LEVEL +94' -6" SEE W3 TYPICAL GFRC RAINSCREEN ASSEMBLY SEE W3 TYPICAL GFRC RAINSCREEN ASSEMBLY W3 A5-1 W3 A51 0 1 90 10 1 9 0 1 0 A5-10.A 2.7 H G SEE TYPICAL GFRC RAINSCREEN ASSEMBLY W3 SEE PROTRUDING GFRC RAINSCREEN ASSEMBLY W4 W3 A5- W4 A58' 6" WINDOW WALL 8 1' 0" 0" 1' 0" 3" 2' 3" A5-10.B 3 A5-10.B 2 A5-10.B 16 16 ALIGN ALIGN 4' 6" 8' 6" WINDOW WALL GENERAL NOTES: ENLARGED ELEVATIONS 1.REFER TO SHEET A4-1 FOR EXTERIOR MATERIAL LEGEND. 2.WALL FRAMING AROUND OPENINGS IN METAL STUD EXTERIOR WALLS TO BE ENGINEERED AND PROVIDED BY THE METAL STUD SUBCONTRACTOR, INCLUDING SUPPLEMENTAL STEEL AROUND LARGE LOUVER OPENINGS (IF REQ'D). Holabird Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced size different than originally drawn. The Owner and Architect assume responsibility for use of incorrect scale. Drawings are not to be scaled. Not published - All rights reserved. Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. No. Date Description 1" = 30'0" 1/16" = 1'0" 1/8" = 1'0" 1/4" = 1'0" 1/2" = 1'0" 1" = 1'0" 3" = 1'0" 0'0" 30'0" 60'0" 90'0" 120'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'3" 0'6" 0'9" 1'0" 1'0" 2'0" 3'0" 2'0" 4'0" 6'0" 4'0" 8'0" 12'0" 8'0" 16'0" 24'0" 16'0" 32'0" 48'0" 1227 East 60th Street Chicago, IL 60637 15 West 26th Street Suite 902 New York, NY 10010 Project Address Developer G. GRUNLOH L. GABEL C. YU & L. GABEL ENLARGED ELEVATIONS, PLAN SECTIONS, & WALL SECTIONS (TOWER) A5-10 15840 3/8" 1'-0" A5-10 [REF: 1/ A4-1] 1 PARTIAL NORTH ELEVATION -TOWER AT GUESTROOMS 3/8" = 1'-0" A5-10 [REF: 1/ A5-10] 4 WALL SECTION AT GUESTROOM WINDOW WALL 3/8" = 1'-0" A5-10 [REF: 1/ A5-10] 3 WALL SECTION AT GUESTROOM DEMISING WALL 3/8" 1'-0" A5-10 [REF: 1/ A2-5] 2 PLAN SECTION -TOWER AT GUESTROOMS 101/21/2020ISSUE FOR CONSTRUCTION
104 700 LEVEL +74' -6" 3 INTEGRAL ANCHOR IN GFRC PANEL THERMALLY BROKEN 'Z' FURRING FOR PANEL CLIPPING, ATTACH TO MTL STUD 1/2" AIR GAP 3/4" JOINT REVEAL BETWEEN BUFF GFRC FORMED CORNICE AND GRAY GFRC PANEL 3/4" JOINT REVEAL BELOW BUFF GFRC PILASTER BEYOND BUFF GFRC CORNICE PROFILE WITH INTEGRAL STEEL SUBFRAME AND ATTACHMENT CLIP TO EMBEDDED STEEL PLATE STUD PER MFG. REQUIREMENTS, ENGINEERED & DETAILED BY CONTRACTOR PRIOR TO CONCRETE PLACEMENT BUFF GFRC FORMED PILASTER BEYOND 6" STRUCTURAL STUD 10 8"2 1/2"9 5/8" 10" 3" CONTINUOUS MINERAL WOOL INSULATION SEE TYPICAL GFRC RAINSCREEN ASSEMBLY W3 W3 A5MINERAL WOOL INSULATION 600 LEVEL +64' -6" 3 BREAK METAL SLAB EDGE COVER FORMED SUCH THAT IT READS AS TALL MULLION (ENTIRE HEIGHT OF OUTER SURFACE IN SINGLE PLANE) JAMB MULLION CAP BEYOND, ALIGN CAP W/ FACE OF SLAB EDGE COVER STRUCTURAL SLAB ABOVE GYP CEILING ASSEMBLY ON 2-1/2" MTL STUDS WD BLOCKING, LEVELED FOR SHADE OPERATION ROLLER TUBE SHADE ASSEMBLY W/ EXTENDED BRACKET BACKER ROD TWO STAGE WEATHER SEAL W/ ADD'L BACKER ROD SEAL JT ON INT. AT ALL (4) SIDES OF ALUM FRAMES (TYP.) BACKER ROD TWO STAGE WEATHER SEAL W/ ADD'L BACKER ROD SEAL JT ON INT. AT ALL (4) SIDES OF ALUM FRAMES (TYP.) AIR/VAPOR BARRIER AT SLAB EDGE ALUM WINDOW WALL SYSTEM -SHIM AS REQ'D ALUM WINDOW WALL SYSTEM -SHIM AS REQ'D BUFF GFRC FORMED PILASTER BEYOND 1' 0"3 1/2"6 1/4" PREFINISHED "Z REVEAL" DRYWALL TRIM PROFILE, TO MATCH CEILING 1/2" 7/16" M IN 5 PRE-FINISHED ALUM SLAB EDGE COVER W/ CONTINUOUS MINERAL WOOL INSULATION & INTEGRAL WEEPS, FINISH TO MATCH WINDOW WALL MULLIONS AIR/VAPOR BARRIER WRAPPED INTO OPENING, ADD'L PIECE LAPPED & ADHERED TO FRAME (TYP.) SPANDREL GLASS 2" RIGID INSULATION W/ BACK PAN AIR/VAPOR BARRIER WRAPPED INTO OPENING, ADD'L PIECE LAPPED & ADHERED TO FRAME (TYP.) ALIGN ALIGN 500 LEVEL +54' -6" 3 5/8" GPDW -FINISH PER SCHEDULE 2-1/2" MTL STUD PRE-PRIMED SOLID MDF WD STOOL, MAINTAIN 5" DEPTH TO CATCH SHADES ABOVE, PAINTED PER FINISH SCHEDULE SSG CAPLESS INTERMEDIATE HORIZONTAL MULLION (TYP.) JAMB MULLION BEYOND, ALIGN CAP W/ FACE OF SLAB EDGE COVER BACKER ROD TWO STAGE WEATHER SEAL W/ ADD'L BACKER ROD & SEAL JT ON INT. AT ALL (4) SIDES OF ALUM FRAMES (TYP.) 3 10 BUFF GFRC FORMED PILASTER BEYOND 3/4" JOINT REVEAL ABOVE BUFF PAINTED ALUM FIN (TYP.) 3/4" JOINT REVEAL BELOW BUFF GFRC PILASTER BEYOND BUFF GFRC CORNICE PROFILE WITH INTEGRAL STEEL SUBFRAME AND ATTACHMENT CLIP TO EMBEDDED STEEL PLATE & STUD PER MFG. REQUIREMENTS, ENGINEERED DETAILED BY CONTRACTOR PRIOR TO CONCRETE PLACEMENT POWER RECEPTACLE ABOVE DESK, HEIGHT TO BE COORD. W/ FURN. BY OWNER 2 1 1 1 /1 6 3 1/4" JAMB MULLION CAP BEYOND, ALIGN CAP W/ FACE OF SLAB EDGE COVER 1' 0" 1' 10 1/8" ATTACH METAL SLAB EDGE COVER AT BOTTOM OF SPANDREL GLASS ASSEMBLY 7/16" 1/2" M IN 5 GYP CEILING ASSEMBLY ON 2-1/2" MTL STUDS WD BLOCKING, LEVELED FOR SHADE OPERATION ROLLER TUBE & SHADE ASSEMBLY W/ EXTENDED BRACKET PRE-FINISHED "Z REVEAL" DRYWALL TRIM PROFILE, TO MATCH CEILING PRE-FINISHED ALUM SLAB EDGE COVER W/ CONTINUOUS MINERAL WOOL INSULATION INTEGRAL WEEPS, FINISH TO MATCH WINDOW WALL MULLIONS AIR/VAPOR BARRIER WRAPPED INTO OPENING, ADD'L PIECE LAPPED & ADHERED TO FRAME (TYP.) ALIGN ALIGN 1/2" SPANDREL GLASS 2" RIGID INSULATION W/ BACK PAN 5" 1 1 /4 CHAMFERED SILICONE AT STOOL/WINDOW WALL INTERFACE GRAY GFRC PANEL BEYOND TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT & ADHERED TO FRAME (TYP.) BACKER ROD TWO STAGE WEATHER SEAL W/ ADD'L BACKER ROD & SEAL JT ON INT. AT ALL (4) SIDES OF ALUM FRAMES (TYP.) 1/2" Holabird Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced size different than originally drawn. The Owner and Architect assume responsibility for use of incorrect scale. Drawings are not to be scaled. Not published - All rights reserved. Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. No. Date Description 1" = 30'0" 1/16" = 1'0" 1/8" = 1'0" 1/4" = 1'0" 1/2" = 1'0" 1" = 1'0" 3" = 1'0" 0'0" 30'0" 60'0" 90'0" 120'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'3" 0'6" 0'9" 1'0" 1'0" 2'0" 3'0" 2'0" 4'0" 6'0" 4'0" 8'0" 12'0" 8'0" 16'0" 24'0" 16'0" 32'0" 48'0" 1227 East 60th Street Chicago, IL 60637 15 West 26th Street Suite 902 New York, NY 10010 Project Address Developer G. GRUNLOH C. ROBILLARD C. YU & L. GABEL EXTERIOR SECTION DETAILS (TOWER) A5-10.A 15840 1/2" 1'-0" A5-10.A [REF: 3/ A5-10] 1 SECTION DETAIL -TYP. GFRC CORNICE AT TYP. GFRC RAINSCREEN 1/2" 1'-0" A5-10.A [REF: 4/ A5-10] 2 SECTION DETAIL -TYP. INTERMEDIATE SLAB EDGE AT GUESTROOM WINDOW WALL 1/2" 1'-0" A5-10.A [REF: 4/ A5-10] 3 SECTION DETAIL -TYP. GFRC CORNICE AT GUESTROOM WINDOW WALL NOTE: COORDINATE SPECIFIC GFRC ATTACHMENT SYSTEMS PRIOR TO CONCRETE PLACEMENT. 101/21/2020ISSUE FOR CONSTRUCTION
105 the study hotel [drawings] 1 6 9 1 /4 1 6 9 1 /4 11 1/8" 11 1/8" SEE W3 TYPICAL GFRC RAINSCREEN ASSEMBLY SEE W4 PROTRUDING GFRC RAINSCREEN ASSEMBLY W3 A5W4 A5-1 FIRE BARRIER CAULK 5/8" TYPE "X" GPDW @ RATED WALL 3-5/8" MTL STUD 2-1/2" MTL STUD 3" SOUND ATTENUATION BLANKET 3/4" REVEAL BETWEEN TWO GFRC FINISHES (TYP.) GFRC FRAME FRP ANCHOR AS PART OF THERMALLY BROKEN ATTACHMENT SYSTEM SOUND ATTENUATION TO EXTEND FROM WINDOW WALL TO CONCRETE COLUMN FOR SOUND PRIVACY BETWEEN GUESTROOMS OUTER FACE OF SLAB EDGE COVER BEYOND, ALIGN MULLION CAPS W/ FACE OF SLAB EDGE COVER FILL VOID W/ SPRAY FOAM INSULATION GFRC CORNICE BEYOND, EVERY OTHER FLOOR METAL ANCHOR TO ATTACH TO GFRC FRAME THERMALLY BROKEN 'Z' FURRING CLIP AND INTEGRAL PANEL Z-CLIP ATTACHMENT 2" RIGID INSULATION W/ BACK PAN SPANDREL GLASS 1/2" AIR GAP BEHIND GFRC CORNICE 3 1/2" TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT ADHERED TO FRAME (TYP.) 5/8" EXTERIOR GYPSUM SHEATING BACKER ROD & TWO STAGE WEATHER SEAL W/ ADD'L BACKER ROD SEAL JT ON INT. AT ALL (4) SIDES OF ALUM FRAMES (TYP.) OUTER FACE OF SLAB EDGE COVER BEYOND, ALIGN MULLION CAPS W/ FACE OF SLAB EDGE COVER SSG CAPLESS INTERMEDIATE VERTICAL MULLION (TYP.) GFRC FORMED CORNICE BEYOND, LOCATED EVERY OTHER FLOOR 8 4 3 1 /2 SPANDREL GLASS 2" RIGID INSULATION W/ BACK PAN 1/2" AIR GAP BEHIND GFRC CORNICE 1 /2 SEE TYPICAL GFRC RAINSCREEN ASSEMBLY W3 SEE PROTRUDING GFRC RAINSCREEN ASSEMBLY W4 W3 A5W4 A53/4" REVEAL BETWEEN TWO GFRC FINISHES (TYP.) FILL VOID W/ SPRAY FOAM INSULATION CONTINUIOUS EXTERIOR MINERAL WOOL INSULATION (TYP.) OUTER FACE OF SLAB EDGE COVER BEYOND, ALIGN MULLION CAPS W/ FACE OF SLAB EDGE COVER GFRC CORNICE BEYOND, EVERY OTHER FLOOR FCU-A F O R T A P P IN G O F F 4 1 /4 " (2 " M IN .) 6 1 3 1 /2 2 " (2 " M IN .) 13/16" (2" MIN.) 1' 1/2" FIRE BARRIER CAULK 5/8" TYPE "X" GPDW @ RATED WALL 3-5/8" MTL STUD SOUND ATTENUATION 10 5/8" TYPE "X" GPDW FRP ANCHOR AS PART OF THERMALLY BROKEN ATTACHMENT SYSTEM METAL ANCHOR TO ATTACH TO GFRC FRAME GFRC FRAME TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT ADHERED TO FRAME (TYP.) THERMALLY BROKEN 'Z' FURRING CLIP AND INTEGRAL PANEL Z-CLIP ATTACHMENT 1 6 1 1 0 1 /8 4 8 3 1 /2 1 /2 1/2" 1/2" 5/8" EXTERIOR GYPSUM SHEATING CONTINUE FIRE SEPARATION TO EXT. WALL 2" RIGID INSULATION W/ BACK PAN SPANDREL GLASS 1/2" AIR GAP BEHIND GFRC CORNICE FCU-B BACKER ROD & TWO STAGE WEATHER SEAL W/ ADD'L BACKER ROD & SEAL JT ON INT. AT ALL (4) SIDES OF ALUM FRAMES (TYP.) PROVIDE APPROVED FIRE STOPPING PIPE PENETRATIONS PER FIRE STOPPING PENETRATION DETAILS (REFER TO A7-1) FCU-C 2 " (2 " M IN .) 2 (2 M IN .) 12 6 SEE PROTRUDING GFRC RAINSCREEN ASSEMBLY W4 SEE TYPICAL GFRC RAINSCREEN ASSEMBLY W3 W3 A5W4 A51' 6" 3/4" PANEL JOINT REVEAL IN PROTRUDING GFRC CORNICE (TYP.) GFRC CORNICE BEYOND FRP ANCHOR AS PART OF THERMALLY BROKEN ATTACHMENT SYSTEM METAL ANCHOR TO ATTACH TO GFRC FRAME THERMALLY BROKEN 'Z' FURRING CLIP AND INTEGRAL PANEL Z-CLIP ATTACHMENT GFRC FRAME 1/2" AIR GAP BEHIND GFRC CORNICE 3/4" REVEAL BETWEEN TWO GFRC FINISHES (TYP.) OUTER FACE OF SLAB EDGE COVER BEYOND, ALIGN MULLION CAPS W/ FACE OF SLAB EDGE COVER TRANSITION AIR/VAPOR BARRIER WRAPPED INTO OPENING. ADD'L PIECE LAPPED OVER IT ADHERED TO FRAME (TYP.) BACKER ROD TWO STAGE WEATHER SEAL W/ ADD'L BACKER ROD & SEAL JT ON INT. AT ALL (4) SIDES OF ALUM FRAMES (TYP.) FILL VOID W/ SPRAY FOAM INSULATION SOUND ATTENUATION WOOD SILL BEYOND 3 1/2" 6 1 /4 3 1 /2 1 6 5/8" EXTERIOR GYPSUM SHEATING 3 1 /2 1 2 Holabird Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced size different than originally drawn. The Owner and Architect assume responsibility for use of incorrect scale. Drawings are not to be scaled. Not published - All rights reserved. Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. No. Date Description 1" = 30'0" 1/16" = 1'0" 1/8" = 1'0" 1/4" = 1'0" 1/2" = 1'0" 1" = 1'0" 3" = 1'0" 0'0" 30'0" 60'0" 90'0" 120'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'3" 0'6" 0'9" 1'0" 1'0" 2'0" 3'0" 2'0" 4'0" 6'0" 4'0" 8'0" 12'0" 8'0" 16'0" 24'0" 16'0" 32'0" 48'0" 1227 East 60th Street Chicago, IL 60637 15 West 26th Street Suite 902 New York, NY 10010 Project Address Developer G. GRUNLOH C. ROBILLARD C. YU & L. GABEL EXTERIOR PLAN DETAILS (TOWER) A5-10.B 15840 1 1/2" 1'-0" A5-10.B [REF: 2/ A5-10] 1 PLAN DETAIL -TYP. GUESTROOM WINDOW WALL JAMB AT GFRC RAINSCREEN MEETS PROTRUDING GFRC RAINSCREEN AT COLUMN 1/2" 1'-0" A5-10.B [REF: 2/ A5-10] 2 PLAN DETAIL -TYP. GUESTROOM INTERMEDIATE VERTICAL MULLION 1/2" 1'-0" A5-10.B [REF: 2/ A5-10] 3 PLAN DETAIL -TYP. GUESTROOM WINDOW WALL JAMB AT GFRC RAINSCREEN MEETS PROTRUDING GFRC RAINSCREEN AT FCU 1 1/2" 1'-0" A5-10.B [REF: 1/ A2-3] 5 PLAN DETAIL -TYP. GUESTROOM W/ BEDROOM FCU ENCLOSURE NOTE: COORDINATE SPECIFIC GFRC ATTACHMENT SYSTEMS PRIOR TO CONCRETE PLACEMENT. 101/21/2020ISSUE FOR CONSTRUCTION
106 26 4' 0" FORWARD APPROACH PARALLEL APPROACH 30 M A X MIN. 8" MAX. 6" M IN 9 2 3 " M IN 40 2' 6" COORDINATE ELEC. SWITCH FOR COOLER @ SIDE WALL W/ ELEC. DWGS. NOTES FOR DRINKING FOUNTAIN: 1. ALL DRINKING FOUNTAINS ARE TO MEET IAC 1997, ANSI 1117.3 2010, CBC 2019 "HI-LO" DRINKING FOUNTAIN P4 P4 P4 P4 DRINKING FOUNTAIN ELEVATIONS -TYP. PLAN -TYP. TOILET (TYPICAL) TOILET TISSUE DISPENSER (SURFACE MOUNTED) T02 T16 T21 1 3 2 0 1 5 38 M A X T19 URINAL (TYPICAL) URINAL (ACCESSIBLE) 2 1 0 T O B /O V IE W IN G S U R F 34 S E E E L E V A T IO N S SEE ELEVATIONS 2 1 0 34 16 P1 P2 P2A LAVATORY AND FAUCET (TO BE COORDINATED) P3 FRAMLESS MIRROR ON PLYWOOD (SEE DETAIL) T15 URINAL SCREEN T06 0" 0" P1 P2 P2A T06 T06 SANITARY NAPKIN DISPOSAL (WOMEN'S AND FAMILY RESTROOMS ONLY; MOUNTING PER SCHEDULE) T05 18" VERTICAL GRAB BAR T21 42" HORIZONTAL GRAB BAR T19 P3 P3 T05 T02 P1A HAND DRYER, SURFACE-MOUNTED PAPER TOWEL DISPENSER AND WASTE RECEPTACLE, SEMI-RECESSED (COORDINATE BLOCKING) T01 T01 P1 T05 T02 T11 T10 TOILET PARTITION (CEILING MOUNTED) T01 BABY CHANGING STATION, SEMI-RECESSED T13 T10 T.O. CHANGING SURFACE WHEN OPEN T13 29 SOAP DISPENSER, SURFACE-MOUNTED T07 T07 ELEVATIONS -TYP. 3' 4" 0"3' 6" C L L L C C M A X O P E R A T IO N A L H T 4 0 C L 8" 2' 10" 8" 19" MAX. UNDER LAV. 4' 0" 26 P3 PLAN -TYP. 30" 48" WHEELCHAIR AREA S E E P L A N S 50 C L E A R M IN 8" CLEAR MIN. T20 T21 T19 P1A T02 T05 1 6 20 10 6 0"2' 4"1' 2" (OR WALL PARTITION, PER PLANS) S E E P L A N S 3 0 C L E A R M IN 4' 8" CLEAR MIN. P1 T02 T05 TOILET STALL -TYPICAL STALL DOOR PER PLANS WITH DOOR-MOUNTED T03 OR T04 PER SCHEDULE E Q E Q 1' 6"1' 4" C L CL C CL 26 " C L E A R M IN 4' 0" P2A 30" 48" WHEELCHAIR AREA (OR WALL PARTITION, PER PLANS) P2 ST-T P E R P L A N S E Q E Q T01 T06 EQEQ (OR WALL PARTITION, PER PLANS) (OR WALL PARTITION, PER PLANS) T01 T20 3' 0" 2 1 0 2' 0"1' 0" 1' 6" 36" HORIZONTAL GRAB BAR T20 P1A L L L 1 5 (OR WALL PARTITION, PER PLANS) TOILET STALL -ACCESSIBLE ST-A TOILET (ACCESSIBLE) P1A URINAL -TYPICAL AND ACCESSIBLE LAVATORY U-TU-A MISC. RESTROOM FIXTURES STALL DOOR PER PLANS WITH DOOR-MOUNTED T03 OR T04 PER SCHEDULE T11 PAPER TOWEL DISPENSER AND WASTE RECEPTACLE, RECESSE (COORDINATE BLOCKING) T12 T12 STANDARD COAT HOOK (LOCATIONS PER SCHEDULE) T03 DECORATIVE COAT HOOK (LOCATIONS PER SCHEDULE) T04 T15T17 FRAMELESS MIRROR T16 FRAMLESS STAINLESS STEEL MIRROR T17 TRASH SLOT T08 T09 T09 T08 MODESTY PANEL T09 FRAMELESS MIRROR T18 1 3 6 0 2' 0" T18 2 6 3 0 1 1 /2 M IN 8" 16 " M IN C 1' 8" 1 5 C 2' 10" ELEVATIONS -TYP. PLAN -TYP. ELEVATIONS -TYP. PLAN -TYP. ELEVATIONS -TYP. PLAN -TYP. ELEVATIONS -TYP. SIGNAGE, U.N.O ELECTRIC LIGHT SWITCH COORDINATE DOOR SWING @ CABINET FOR DOOR TO SWING AGAINST ADJACENT WALL ELECTRICAL OUTLET (MOUNT HORIZONTAL U.N.O. ON ELEC. DWG.) CABINET W/ FIRE EXTINGUISHER AUDIO/VISUAL ALARM CENTERED ABOVE FIRE ALARM PULL THERMOSTAT WALL PHONE TO ALIGN W/ TOP OF LIGHT SWITCH NOTE FOR SWITCHES: ALL SWITCHES MUST BE DESIGNED FOR WHEELCHAIR FRONT REACH (2010 ADA) FIRE ALARM PULL 34" ACCESSIBLE TOP W/ 4" BACKSPLASH AT 34" ACCESSIBLE TOP 42" TO CL OF ELEC. OUTLET 21 0 " (3 4 ") 1 4 M A X 4 0 1" 2 4 2 3 4 7 6" TO 5" TO 5" TO TYP. 3 1 1 9" 40 " (A C C 50 " T O (A C C 6 8 " T O O F A L A R M (A C C 8 COAT HOOK, DOOR MOUNTED 4 0 " (A D A 5 4 C L DIMENSIONS FOR REFERENCE ONLY. REFER TO ELEVATIONS FOR SPECIFIC MOUNTING HEIGHTS OF COMPONENTS, WHERE INDICATED. 1/2" 1 1 /2 10 CLEAR AREA 3" SECTION ELEVATION L C C PLAN VARIES MAINTAIN CLEARANCE ABOVE ALL GRAB BARS, GRAB BARS ACCEPTABLE IN CLEAR AREA Holabird Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced size different than originally drawn. The Owner and Architect assume responsibility for use of incorrect scale. Drawings are not to be scaled. Not published - All rights reserved. Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. No. Date Description 1" = 30'0" 1/16" = 1'0" 1/8" = 1'0" 1/4" = 1'0" 1/2" = 1'0" 1" = 1'0" 3" = 1'0" 0'0" 30'0" 60'0" 90'0" 120'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'3" 0'6" 0'9" 1'0" 1'0" 2'0" 3'0" 2'0" 4'0" 6'0" 4'0" 8'0" 12'0" 8'0" 16'0" 24'0" 16'0" 32'0" 48'0" 1227 East 60th Street Chicago, IL 60637 15 West 26th Street Suite 902 New York, NY 10010 Project Address Developer G. GRUNLOH A. APPEL C. YU & L. GABEL MOUNTING HEIGHTS AND TOILET ROOM DETAILS A6-5 15840 1/2" = 1'-0" A6-5 1 TYPICAL TOILET ROOM DETAILS 1/2" 1'-0" A6-5 2 TYPICAL MOUNTING HEIGHTS TOILET ACCESSORY LEGEND Type Mark Description Remarks T01TOILET PARTITION T02TOILET TISSUE DISPENSER T03STANDARD COAT HOOK REFER TO 2/A6-6 FOR MOUNTING M LOCKER 132 W LOCKER 133 T04DECORATIVE COAT HOOK REFER TO 2/A6-6 FOR MOUNTING MEN'S WC 105, 109, 212 FAMILY WC 103, 211 WOMEN'S WC 106, 108, 210 T05SANITARY NAPKIN DISPOSAL RECESSED MOUNTED IN WOMEN'S WC 106, 108, 210, FAMILY WC 103, 211. SURFACE MOTUNTED IN W LOCKERS 131. T06URINAL SCREEN T07SOAP DISPENSER SURFACE MOUNTED T08TRASH SLOT IN COUNTER T09MODESTY PANEL T10AUTOMATIC HAND DRYER T11PAPER TOWEL DISPENSER AND WASTE UNIT SEMI RECESSED T12PAPER TOWEL DISPENSER AND WASTE UNIT RECESSED T13BABY CHANGING STATION SEMI RECESSED T14Z-LOCKER TWO TIER LOCATED IN LOCKER ROOMS AND CORRIDOR T14AZ-LOCKER TWO TIER (ACCESSIBLE) LOCATED IN LOCKER ROOMS AND CORRIDOR T15FRAMELESS MIRROR ON PLYWOOD WIDTH VARIES; REFER T ELEVATIONS T16FRAMELESS MIRROR WIDTH VARIES; REFER TO ELEVATIONS T17FRAMELESS MIRROR T18FRAMELESS MIRROR 2'-0" 6'-0" T19 T20 T21 18" VERTICAL GRAB BAR 36" HORIZONTAL GRAB BAR 42" HORIZONTAL GRAB BAR PLUMBING LEGEND Type Mark Description Remarks P1TOILET (TYPICAL) SEE PLUMBING DRAWINGS P1ATOILET (ACCESSIBLE) SEE PLUMBING DRAWINGS P2URINAL (TYPICAL) SEE PLUMBING DRAWINGS P2AURINAL (ACCESSIBLE) SEE PLUMBING DRAWINGS P3LAVATORY AND FAUCET SELECTED BY OWNER P4WATER FOUNTAIN SEE PLUMBING DRAWINGS P5TUB SEE PLUMBING DRAWINGS P5ATUB (ACCESSIBLE) SEE PLUMBING DRAWINGS P6TUB CONTROL AND FAUCET SEE PLUMBING DRAWINGS P6ATUB CONTROL AND FAUCET (SHOWER COMPONENTS PER PLUMBING) (ACCESSIBLE) SEE PLUMBING DRAWINGS P7SHOWER HEAD, CONTROL AND DRAIN SEE PLUMBING DRAWINGS P7ASHOWER HEAD, CONTROL AND DRAIN (ACCESSIBLE)SEE PLUMBING DRAWINGS 1/2" = 1'-0" A6-5 3 TYPICAL GRAB BAR DETAILS 101/21/2020ISSUE FOR CONSTRUCTION
107 the study hotel [drawings] F 208SF WOMEN'S WC 108 146SF MEN'S WC 109 A6A69/16" 6' 1/8" 5' 0"5' 9 7/8" 96 1 /8 8 2 1 /8 4 1 0 7 /8 4 7 1 /4 3 2 1 /8 4 9 1 /2 5 0 4 7 /8 E Q 2 8 E Q 4 7 /8 4 1 0 7 /8 1' 10 1/2" P3 P3 A6-8 T15 0" E Q 2 8 E Q T08 T08 1' 2"5' 0 11/16"3 3/4"5' 1 1/8"1' 10"5' 1/8"3 3/4"5' 1/8"1' 2" 10 1/2" ST-A ST-T U-T U-A ST-A ST-T ALIGN ALIGN 1 6 16 3 3 1 5 /1 6 33 1 5 /1 6 5 0 1 8 18 5 0 18 18 18 2 0 7 /8 T15 P3 U-T SP2 SP2 A6-8 T15 P3 P3 T08 T09 SP2 ST3 SP2 DM DM WD4 WD4 2 1 0 4" 42 A6-8 Sim 4" ST-A P1 SP2 WD4 DM 109 109A U-A U-T ST-A SP2 DM WD4 ST3 DM SP2 WD4 ST3 ON TOILET WALL OF STALL BYND. 108C 108B 108A 108 ST-T ST-T ST-A ST3 ON TOILET WALL OF STALL BYND. SP2 WD4 DM DM WD4 ST-A DM WD4 SP2 P1 P3 P3 T08 T15 T09 SP2 ST3 SP2 DM DM WD4 WD4 2 1 0 2 1 0 4" 42 A6-8 Sim A6-8 Sim 1 A6-8 Sim 4" E G A6-7 A6-7 A6A6W LOCKERS 131 M LOCKERS 132 16 19 18 17 20 10 13 12 11 14 T07 P3 T10 T17 T10 P3 T17 T07 P4 13' 9 7/8" 4 1/8" 4 7/8" 59 9 /1 6 1 20 1 3 /1 6 8 1 0 7 /1 6 18 T06 ST-T ST-T ST-T ST-A T01 T11 ST-A ST-T U-A U-T T01 T01 T01 T11 12.2 14.1 T14 T14A T14 T14 T14A T14 UNIT HEATER, SEE MECHANICAL UNIT HEATER, SEE MECHANICAL 13 A9-3 2' 10 1/2" 8"2'8" 1' 1/2" 5 0 15 21 5 0 13 A9-3 Sim 1 6 1 6 22 A6-7 Sim T14 2 1/4" 2 1/4" T01 T01 T14 T14 2' 6" U-A U-T ST-T ST-A T14 T14 T14A T14A T14 P1 T10 TB2 T10 T11 U-A T06 TB2 T10 P3 T07 T17 T11 P1 T10 TB2 P1 T14 2' 0" 3 0 22 A6-7 Sim 22 A6-7 Sim ST-T 3' 7/8"1' 6 1/8" 6 UNIT HEATER, SEE MECHANICAL P1 TB2 T14 T14 T14 T14 TB2 P1 T10 T07 T17 P3 T11 T14 T14 T14A T14A T14 T14 T14 22 A6-7 Sim P1 P1 T10 TB2 21 0 OPERABLE PART M IN S H E L F 1 3 NOTES FOR LOCKERS: 1. ACCESSIBLE LOCKERS ARE TO MEET IAC 1997, ANSI 1117.3 2010, CBC 2019 C O A T H O O K 4 0 " A .F .F M A X 2' 0" 30 22 A6-7 Sim ST-T 131 P1 TB2 T01 ST-T ST-T ST-T ST-A P1 T10 TB2 T14 T14 T14 ST-A EQEQ 6 UNIT HEATER, SEE MECHANICAL P1 TB2 T14 T14 T14 P1 GENERAL NOTES: RESTROOM PLAN 1.REFER TO SHEET A6-5 FOR PLUMBING LOCATIONS, STALL TYPE DESCRIPTIONS AND PLUMBING FIXTURE AND TOILET ACCESSORY MOUNTING HEIGHTS. T14 P1 T14 T14 TB2 P1 1 6 " M IN 9 M IN 6" 6 8" MIN.3" 21 0 " M A X REFER TO 10 A9-3 FAUCET SINK BASIN -REFER TO PLUMBING DWGS INSULATED EXPOSED PIPING PADDLE TYPE FAUCET CONTROLS SEE PLANS 1' 8" TYP. 3 4 M A X T O B O T T O M O F R E F L E C T IV E S U R F A C E MIRROR 4" HIGH BACKSPLASH END PANEL TO MATCH APRON, AT EXPOSED END PROVIDE CONCEALED "RAKS" SUPPORT BRACKETS 4'-0" MAX SPACING Holabird Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced size different than originally drawn. The Owner and Architect assume responsibility for use of incorrect scale. Drawings are not to be scaled. Not published - All rights reserved. Sheet Name Drawing No. Project Number Drawn Checked Proj. Arch./Eng. No. Date Description 1" = 30'0" 1/16" = 1'0" 1/8" = 1'0" 1/4" = 1'0" 1/2" = 1'0" 1" = 1'0" 3" = 1'0" 0'0" 30'0" 60'0" 90'0" 120'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'0" 0'3" 0'6" 0'9" 1'0" 1'0" 2'0" 3'0" 2'0" 4'0" 6'0" 4'0" 8'0" 12'0" 8'0" 16'0" 24'0" 16'0" 32'0" 48'0" 1227 East 60th Street Chicago, IL 60637 15 West 26th Street Suite 902 New York, NY 10010 Project Address Developer G. GRUNLOH A. APPEL C. YU & L. GABEL TOILET ROOM PLANS & ELEVATIONS A6-7 15840 1/4" 1'-0" A6-7 1 ENLARGED PLAN-100 LEVEL RESTAURANT RESTROOMS 1/4" 1'-0" A6-7 2 MEN'S WC 109-NORTH 1/4" 1'-0" A6-7 3 MEN'S WC 109-EAST 1/4" = 1'-0" A6-7 4 MEN'S WC 109-SOUTH 1/4" 1'-0" A6-7 5 MEN'S WC 109-WEST 1/4" = 1'-0" A6-7 6 WOMEN'S WC 108-EAST 1/4" = 1'-0" A6-7 7 WOMEN'S WC 108-SOUTH 1/4" 1'-0" A6-7 8 WOMEN'S WC 108-WEST 1/4" 1'-0" A6-7 9 ENLARGED PLAN-100 LEVEL EMPLOYEE RESTROOMS 1/4" 1'-0" A6-7 10 MEN'S LOCKERS 132-NORTH 1/4" 1'-0" A6-7 11 MEN'S LOCKERS 132-EAST 1/4" 1'-0" A6-7 12 MEN'S LOCKERS 132-SOUTH 1/4" 1'-0" A6-7 13 MEN'S LOCKERS 132-WEST 1/4" 1'-0" A6-7 14 MEN'S LOCKERS 132LOCKERS EAST 1/4" 1'-0" A6-7 16 WOMEN'S LOCKERS 131-NORTH 1/4" = 1'-0" A6-7 17 WOMEN'S LOCKERS 131-EAST 1/4" 1'-0" A6-7 18 WOMEN'S LOCKERS 131-SOUTH 1/4" = 1'-0" A6-7 19 WOMEN'S LOCKERS 131-WEST 1/4" 1'-0" A6-7 20 WOMEN'S LOCKERS 131LOCKERS EAST TOILET ACCESSORY LEGEND Type Mark Description Remarks T01TOILET PARTITION T02TOILET TISSUE DISPENSER T03STANDARD COAT HOOK REFER TO 2/A6-6 FOR MOUNTING M LOCKER 132 W LOCKER 133 T04DECORATIVE COAT HOOK REFER TO 2/A6-6 FOR MOUNTING MEN'S WC 105, 109, 212 FAMILY WC 103, 211 WOMEN'S WC 106, 108, 210 T05SANITARY NAPKIN DISPOSAL RECESSED MOUNTED IN WOMEN'S WC 106, 108, 210, FAMILY WC 103, 211. SURFACE MOTUNTED IN W LOCKERS 131. T06URINAL SCREEN T07SOAP DISPENSER SURFACE MOUNTED T08TRASH SLOT IN COUNTER T09MODESTY PANEL T10AUTOMATIC HAND DRYER T11PAPER TOWEL DISPENSER AND WASTE UNIT SEMI RECESSED T12PAPER TOWEL DISPENSER AND WASTE UNIT RECESSED T13BABY CHANGING STATION SEMI RECESSED T14Z-LOCKER TWO TIER LOCATED IN LOCKER ROOMS AND CORRIDOR T14AZ-LOCKER TWO TIER (ACCESSIBLE) LOCATED IN LOCKER ROOMS AND CORRIDOR T15FRAMELESS MIRROR ON PLYWOOD WIDTH VARIES; REFER T ELEVATIONS T16FRAMELESS MIRROR WIDTH VARIES; REFER TO ELEVATIONS T17FRAMELESS MIRROR T18FRAMELESS MIRROR 2'-0" 6'-0" T19 T20 T21 18" VERTICAL GRAB BAR 36" HORIZONTAL GRAB BAR 42" HORIZONTAL GRAB BAR STALL TYPE LEGEND Stall Type Description Contents ST-ATOILET STALL (ACCESSIBLE) P1A, T02, T03/T04, T05 T19-T21 ST-TTOILET STALL (TYPICAL) P1, T02, T03/T04, T05 U-AURINAL STALL (ACCESSIBLE) P2A U-TURINAL STALL (TYPICAL) P2 PLUMBING LEGEND Type Mark Description Remarks P1TOILET (TYPICAL) SEE PLUMBING DRAWINGS P1ATOILET (ACCESSIBLE) SEE PLUMBING DRAWINGS P2URINAL (TYPICAL) SEE PLUMBING DRAWINGS P2AURINAL (ACCESSIBLE) SEE PLUMBING DRAWINGS P3LAVATORY AND FAUCET SELECTED BY OWNER P4WATER FOUNTAIN SEE PLUMBING DRAWINGS P5TUB SEE PLUMBING DRAWINGS P5ATUB (ACCESSIBLE) SEE PLUMBING DRAWINGS P6TUB CONTROL AND FAUCET SEE PLUMBING DRAWINGS P6ATUB CONTROL AND FAUCET (SHOWER COMPONENTS PER PLUMBING) (ACCESSIBLE) SEE PLUMBING DRAWINGS P7SHOWER HEAD, CONTROL AND DRAIN SEE PLUMBING DRAWINGS P7ASHOWER HEAD, CONTROL AND DRAIN (ACCESSIBLE)SEE PLUMBING DRAWINGS 1/4" 1'-0" A6-7 21 WOMEN'S LOCKERS 131LOCKERS WEST 1/4" = 1'-0" A6-7 15 MEN'S LOCKERS 132LOCKERS WEST 1 1/2" 1'-0" A6-7 22 SECTION -TYP LOCKER SINK ACC. 101/21/2020ISSUE FOR CONSTRUCTION
108 A&P LAB 2205 MICROBIOLOGY LAB 2175 STORAGE 2206 STORAGE 2207 PREPARED A&P SPECIMEN 2203 AUTOCLAVE 2200 TISSUE CULTURE 2199 MICROBIOLOGY PREP 2208 STORAGE 2214 STORAGE 2213 WORK STUDY 2212 OFFICE 2211 STORAGE 2010 GENERAL BIOLOGY PREP 2209 CART STORAGE 2204 EQUIPMENT ALCOVE 01 2200 EQUIPMENT ALCOVE 02 2200 LF3-1 19 20 LF3- 18 22 LF3-2 LF313 LF3-1 16 LF3- 1 17 14 15 12 LF3LF3LF3-1 10 8 LF3- 11 LF36 LF3LF3-1 21 LF3- 16 LF3- 17 LF3- 11 LF3- 12 LF3- 15 LF3- 8 13 14 18 LF3- 5 LF3-2 06 04 04 06 06 31 31 31 33 33 33 35 30 07 29 23 22 11 24 05 32 32 32 32 32 32 32 32 18 15 15 15 23 15 06 21 34 20 23 06 13 06 06 06 06 06 26 12 25 27 G1 DI SK1A HCW1 DI HCW1 SK1 SK3 HCW1 SK1A SK1 HCW2 SK1A HCW1 SK1 HCW2 SK1 HCW2 SK1A HCW1 DI SK1 10 V1 A1 G3 V3 G3 SK1 HCW1 01 WALL-MOUNTED SCREEN (N.I.C.) CW1 SK2 G2 E2 G2 LF1-4 17 CW1 SK2 G2 E2 G2 CW1 SK2 G2 E2 G2 CW1 SK2 G2 E2 G2 CW1 SK2 G2 E2 G2 CW1 SK2 G2 E2 G2 CW1 SK2 G2 E2 G2 CW1 SK2 G2 E2 G2 E2 E2 E2 E2 E2 E2 E2 LF1-4 11 5' 0"5' 0"5' 0" 5' 0" EQ. 5' 0" EQ. WALL-MOUNTED SCREEN (N.I.C.) WALL-MOUNTED SCREEN (N.I.C.) WALL-MOUNTED SCREEN (N.I.C.) LF1-4 2 LF1-4 E2 HCW1 SK2 SK2 G2 HCW1 E2 36 MB02 MB02 19 19 SC01 SC01 SC01 KS KS KS KS 02 02 03 03 LF3- 19 20 WC02 HCW2 DI 16 17 KS DI HCW3 MB02 MB01 MB01 MB01 MB01 PROVIDE FILLER AT TOP & SIDES OF CASEWORK TO CLOSE GAP ALONG WALL PROVIDE FILLER AT TOP & SIDE OF CASEWORK TO CLOSE GAP ALONG WALL PROVIDE FILLER AT TOP & SIDES OF CASEWORK TO CLOSE GAP ALONG WALL PROVIDE FILLER AT TOP SIDE OF CASEWORK TO CLOSE GAP ALONG WALL LF1-3 18 LF1-3 19 ES ES ES 14 E1 E1 EW EW 7' 3" EQ EQ EQ EQ EQ LF3-2 SEAL NO. REVISIONS/ISSUANCES DATE CHECKED BY: DRAWN BY: SCALE: ARCH/ENG: PROJECT MANAGER: PROJECT NUMBER: Owner Harry Truman College 1145 W Wilson Ave, Chicago, 60604 (773) 907-4000 www.ccc.edu Tilton Kelly Bell, LLC 55 West Monroe Suite 1975 Chicago, 60603 312.447.3100 www.tiltonkellybell.com Architect of Record CITY COLLEGES OF CHICAGO - TRUMAN COLLEGE 2018Tilton,Kell BellL.L.C. rightsreserved ARCHITECTURE & DESIGN Structural Engineer CCJM Wacker Dr #303 Chicago, IL 60601 312.669.0609 www.ccjm.com MEPFP Engineer Environmental Design International, Inc. 33 Monroe Street #1825 Chicago, 60603 312.345.1400 www.envdesigni.com Environmental Engineer Holabird Root, LLC expressly disclaims any responsibility arising from any unauthorized use these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced size different than originally drawn. The Owner and Architect assume no responsibility for use of incorrect scale. Drawings are not to be scaled. Not published - All rights reserved. 1/4" = 1'-0" LABORATORY FURNISHINGS PLAN LF2-1 K. BOYER L. GABEL & S. REKAS L. GABEL 15982 1/4" = 1'-0" LF2-1 1 LAB FURNISHINGS PLAN 112/20/19ISSUE FOR DD ESTIMATE PRICING 201/24/20ISSUE FOR DD 302/18/20ISSUE FOR 90% CD 402/28/20ISSUE FOR BID
TO BE VERIFIED IN FIELD (V.I.F.) BY CONTRACTOR.
8.WHEN CASEWORK IS LOCATED FROM WALL-TO-WALL THE FILLER PANEL AT EACH END SHOULD BE EQUAL SIZE.
9.ALL LABORATORY TOPS TO BE "VT" EPOXY-RESIN TOP WITH 4" HIGH BACKSPLASH (U.N.O.) EXCEPTIONS ARE DESIGNATED ON ELEVATIONS.
10.CASEWORK INDIVIDUAL DESIGNATIONS ARE SHOWN ON THE DRAWINGS FOR LOCATION
109 truman college laboratories [scheduling] THE FOLLOWING NOTES APPLY TO SHEETS LF1-1 THROUGH F3-2: 1.EQUIPMENT ITEMS DRAWN WITH SOLID LINES ON THE PLANS ARE TO BE PART OF THE CONSTRUCTION CONTRACT. 2.LABORATORY APPARATUS AND OTHER N.I.C. EQUIPMENT IS SHOWN BY DASHED LINE SUCH EQUIPMENT IS SHOWN O PROVIDE LOCATION INFORMATION FOR ASSOCIATED UTILITY SERVICES AND TO CLARIFY DESIGN INTENT ONLY. 3.CLASSROOM FURNITURE AND CHAIRS N.I.C. ARE SHOWN A HALFTONE, FOR COORDINATION AND INFORMATION ONLY. 4.DIMENSIONS SHOWN ON DRAWINGS "LF" ARE FOR CASEWORK AND EQUIPMENT LAYOUT, AND FOR COORDINATION ONLY. SEE ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS. 5.STRUT ASSEMBLIES FOR UTILITY CHASES ARE TO BE INSTALLED BEFORE REMAINING CASEWORK TO EXPEDITE THE WORK. 6INVESTIGATE MOUNTING CONDITIONS FOR WALL CASES AND PROVIDE APPROPRIATE HARDWARE AND ACCESSORIES FOR EACH CONDITION ENCOUNTERED. 7.ALL DIMENSIONS ON LABORATORY EQUIPMENT PLANS ARE
WITHIN ASSEMBLIES AND TO ESTABLISH GENERAL CONFIGURATION. REFER TO SPECIFICATIONS FOR DESCRIPTIONS OF ALPHANUMERICALLY DESIGNATED ITEMS. REFER TO DRAWING LF1-1 THRU LF3-3 FOR DETAILS, TYPICAL ELEVATIONS AND SECTIONS. 11.CONTRACTOR SHOP DRAWINGS TO SHOW ANY JOINTS AT OUNTERTOPS AND REAGENT SHELVING. 12. FOR VENTED STORAGE CABINETS INDICATED, CONTRACTOR SHOP DRAWINGS TO IDENTIFY CENTERLINE LOCATION OF EXHAUST VENT CONNECTION RELATIVE TO NEARBY EXISTING CONSTRUCTION FOR COORDINATION WITH OTHER TRADES. 13. WHEN CASEWORK IS LOCATED FROM WALL-TO-WALL, VERIFY FIELD DIMENSIONS. 14. WHENEVER "VERIFY" IS INDICATED ON DRAWINGS IT MEANS "VERIFY IN FIELD BY CONTRACTOR". 15. ASSEMBLY OF ITEMS INTO LARGER UNITS SHALL FOLLOW TYPICAL CONFIGURATIONS SHOWN IN THE DETAILS ON DRAWINGS LF1-1 THRU LF1-4 OR SHALL BE MANUFACTURER'S TYPICAL ASSEMBLY WHERE NOT SPECIFICALLY DETAILED. 16. SEE DETAILS ON DRAWINGS LF1-3 THRU LF1-4 TO DETERMINE SPACING OF INDIVIDUAL FIXTURES WITHIN SERVICE CLUSTER. DIMENSIONS SHOWN ON LABORATORY EQUIPMENT PLANS ARE FOR SPECIFIC LOCATIONS OF INDICATED FIXTURES WITHIN A CLUSTER. 17. ALL WALL MOUNTED ELECTRICAL RACEWAY IS SHOWN FOR COORDINATION ONLY. REFER TO ELECTRICAL DRAWINGS FOR THIS WORK. 18. LABORATORY FIXTURES & ACCESSORIES ARE SHOWN IN PLAN & ELEVATION FOR CASEWORK LOCATION AND CLEARANCES ONLY. SEE DETAILS IN LF1 SERIES DRAWINGS FOR SPECIFIC CONFIGURATIONS. 19. ALL COUNTER TOPS TO BE 30" DEEP, U.N.O. 20. TOP OF ALL COUNTER TOPS TO BE AT 34" A.F.F., U.N.O. BASE CABINET HEIGHTS LISTED IN CASEWORK SCHEDULE AND CASEWORK CATEGORY KEY ARE GENERALIZATION. CONTRACTOR TO COORDINATE ACTUAL BASE CABINET DIMENSIONS WITH CASEWORK PRODUCT DATA, LAB TOP PRODUCT DATA, AND FIELD MEASUREMENTS OF EXISTING CONDITIONS 21. LABORATORY CASEWORK TO BE WOOD, U.N.O. 22. ALL A/V CABINETS TO BE LOCKABLE. REFER TO ELEVATIONS OF LABORATORY CASEWORK FOR OTHER LOCATIONS OF LOCKABLE CABINETS. 23. PROVIDE CEILING ENCLOSURE TRIM BETWEEN THE TOP OF HOOD AND CEILING AT ALL FUME HOODS, PAINT TO MATCH WALL. SEE INTERIOR FINISH SCHEDULE. GENERAL NOTES FOR LABORATORY FURNISHINGS CABINETS ABOVE SINK WITH PEGBOARD CASEWORK WITH KNEE SPACE BELOW KS GAS OUTLET AIR OUTLET VACUUM OUTLET DI ES EW EYEWASH, COUNTER MOUNTED COMBINATION EMERGENCY SHOWER/EYEWASH SEE FIXTURE SCHEDULE, SPECIFICATIONS, & MEP DRAWINGS FOR FULL DESCRIPTION OF MECHANICAL, PLUMBING & ELECTRICAL SERVICE FIXTURES G COLD WATER OUTLET CW HOT AND COLD WATER MIXING OUTLET HCW DEIONIZED WATER OUTLET ELEVATION MARKER WOOD, CHEMICAL FUME HOOD 34"H BASE CABINET SERIES WOOD, 34" BASE CABINET SERIES WOOD, FULL HEIGHT CABINET SERIES WALL MOUNTED SHELVING UNITS FLAMMABLE STORAGE CABINETS PEGBOARDS EPOXY RESIN TOP -NO BACKSPLASH EPOXY RESIN TOP -4" BACKSPLASH STAINLESS STEEL TOP WITH BACKSPLASH JA TE TH VA VK VN VS VT VW WOOD, 30" WALL CABINET SERIES (OVERHEAD) TG A4-1 3 1 2 SHEET NUMBER DWG NUMBER FILLER PANEL (TO MATCH ADJACENT MATERIALS) FP ELECTRICAL SERVICE PEDESTAL MARKERBOARD (SEE ARCH SPEC) KNEE SPACE KS WASTE HOLE IN COUNTERTOP WH WASTE CONTAINER SLOT WS SYMBOL LIST FOR LABORATORY CASEWORK SYMBOL LIST FOR LABORATORY FIXTURES SEE CASEWORK SCHEDULE, PLUMBING DRAWINGS SPECIFICATIONS FOR FULL DESCRIPTION OF LABORATORY CASEWORK XX## ITEM NUMBER (SEE CASEWORK SCHEDULE) CASEWORK CATEGORY (SEE CASEWORK CATEGORY KEY) SYMBOL LIST FOR LABORATORY ACCESSORIES SHOWER CURTAIN ROD WASTE CONTAINER WC SC MB SEE ACCESSORY SCHEDULE & SPECIFICATIONS FOR FULL DESCRIPTION OF LABORATORY ACCESSORIES GENERAL SYMBOL LIST ITEM NUMBER (SEE ACCESSORY SCHEDULE) ACCESSORY TARGET ACCESSORY CATEGORY (SEE ACCESSORY CATEGORY KEY) XX## ACCESSORY CATEGORY KEY NOTE FIXTURE CATEGORY KEY NOTE FIXTURE TARGET X# ITEM NUMBER (SEE FIXTURE SCHEDULE) FIXTURE CATEGORY (SEE FIXTURE CATEGORY KEY) NOTE CASEWORK TARGET CASEWORK CATEGORY KEY SINK SK SYMBOL LIST FOR LABORATORY EQUIPMENT FUME HOOD SEE EQPT SCHEDULE FOR SERVICE RQT'S ITEM NUMBER (SEE EQUIPMENT SCHEDULE) ## BIO SAFETY CABINET SEE EQPT SCHEDULE FOR SERVICE RQT'S SEE EQUIPMENT SCHEDULE SPECIFICATIONS FOR FULL DESCRIPTION OF LABORATORY EQUIPMENT & ALL ASSOCIATED SERVICE RQT'S EQUIPMENT TARGET NOTE COAT HOOKS CH BAG HOOKS BH LAB GAS LAB VACUUM COLD WATER LG LV CW LAB AIR LA SCHEDULE ABBREVIATIONS FOR LABORATORY EQUIPMENT LAB SERVICES SIZE DEPTH HEIGHT D H WIDTH W HOT WATER HW DEIONIZED WATER DI BENCH TOP WALL W FLOOR F LOC. = LOCATION OWNER FURNISHED CONTRACTOR INSTALLED CONTRACTOR FURNISHED CONTRACTOR INSTALLED O/C C/C OWNER FURNISHED OWNER INSTALLED O/O RESP. = RESPONSIBILITY ELECTRICAL POWER AMPERAGE VOLTAGE V SEAL NO. REVISIONS/ISSUANCES DATE CHECKED BY: DRAWN BY: SCALE: ARCH/ENG: PROJECT MANAGER: PROJECT NUMBER: Owner Harry Truman College 1145 W Wilson Ave, Chicago, 60604 (773) 907-4000 www.ccc.edu Tilton Kelly Bell, LLC 55 West Monroe Suite 1975 Chicago, 60603 312.447.3100 www.tiltonkellybell.com Architect of Record CITY COLLEGES OF CHICAGO - TRUMAN COLLEGE 2018Tilton,Kell BellL.L.C. rightsreserved ARCHITECTURE & DESIGN Structural Engineer CCJM Wacker Dr #303 Chicago, IL 60601 312.669.0609 www.ccjm.com MEPFP Engineer Environmental Design International, Inc. 33 Monroe Street #1825 Chicago, 60603 312.345.1400 www.envdesigni.com Environmental Engineer Holabird Root, LLC expressly disclaims any responsibility arising from any unauthorized use of these plans, drawings and notes. Any authorization must be in writing. This drawing copy may have been reproduced at size different than originally drawn. The Owner and Architect assume no responsibility for use of incorrect scale. Drawings are not be scaled. Not published - All rights reserved. 1/4" = 1'-0" LABORATORY SYMBOLS & SCHEDULES LF1-1 K. BOYER L. GABEL & S. REKAS L. GABEL 15982 112/20/19ISSUE FOR DD ESTIMATE PRICING 201/24/20ISSUE FOR DD 302/18/20ISSUE FOR 90% CD 402/28/20ISSUE FOR BID LAB CASEWORK SCHEDULE TAG DESCRIPTION DIMENSIONS JA01BASE CABINET: DOUBLE: DOORS, ACID/BASE, VENTE FROM BACKSIDE THROUGH FUME HOOD 34"H 29"D 48"W SK1SINK: SINGLE BASIN, DROP IN EPOXY (DURCON #03C) 24"W 15"L 8"D SK1ASINK: SINGLE BASIN, DROP IN EPOXY (DURCON #A55), ACCESSIBLE 24"W 15"L 4.8"D SK2SINK: SINGLE BASIN, DROP IN EPOXY (DURCON #A54) 12"W 8"L 8"D SK3SINK: SINGLE BASIN, DROP IN SST 24"W 18"L 10"D TE01BASE CABINET: DOUBLE: DOORS ADJ. SHELF 34"H 22"D 30"W TE02BASE CABINET: DOUBLE: DOORS ADJ. SHELF 34"H 22"D 36"W TE03BASE CABINET: DOUBLE: DRWS (HALF), DOORS ADJ. SHELF 34"H 22"D 36"W TE04BASE CABINET: DOUBLE: DRWS (HALF), DOORS ADJ. SHELF 34"H 22"D 42"W TE05BASE CABINET: DOUBLE: DRWS (2 FULL & 4 HALF) 34"H 22"D 36"W TE07BASE CABINET: DOUBLE: A/V CABINET, 1 DOOR (24") VENTED, FIXED PANEL W/ AV CONTROL KNOCK OUT (COORD. W/ A/V SUPPLIER) 34"H 22"D 36"W TE08BASE CABINET: DOUBLE: KNEE SPACE W/ TOP RAIL 34"H 22"D 30"W TE09BASE CABINET: DOUBLE: KNEE SPACE W/ TOP RAIL 34"H 22"D 36"W TE10BASE CABINET: DOUBLE: KNEE SPACE W/ TOP RAIL AT SINK W/ REMOVEABLE PANEL 34"H 22"D 36"W TE11BASE CABINET: DOUBLE: KNEE SPACE W/ TOP RAIL AT SINK W/ REMOVEABLE PANEL 34"H 22"D 42"W TE12BASE CABINET: DOUBLE: OPEN ADJ. SHELVES 34"H 16"D 15"W TE13BASE CABINET: DOUBLE: SINK, 2 DOORS 34"H 22"D 36"W TE14BASE CABINET: DOUBLE: SINK, 2 DOORS 34"H 22"D 42"W TE15BASE CABINET: DOUBLE: SINK, 2 DOORS 34"H 22"D 45"W TE17BASE CABINET: OPEN WASTE CONTAINER SPACE 34"H 22"D 14"W TE18BASE CABINET: OPEN WASTE CONTAINER SPACE 34"H 22"D 18"W TE19BASE CABINET: SINGLE, DRW, 1 DOOR ADJ. SHELF 34"H 16"D 18"W TE20BASE CABINET: SINGLE: DOOR & 1 ADJ. SHELF 34"H 22"D 12"W TE21BASE CABINET: OPEN BACKPACK STORAGE, FIXED VERTICAL DIVIDER 34"H 16"D 36"W TE22BASE CABINET: SINGLE, DRW, 1 DOOR ADJ. SHELF 34"H 22"D 18"W TE23BASE CABINET: SINGLE: DRW, 1 DOOR ADJ. SHELF 34"H 22"D 24"W TE24BASE CABINET: SINGLE: DRW, 1 DOOR ADJ. SHELF 34"H 22"D 27"W TE25BASE CABINET: SINGLE: DRWS 34"H 22"D 24"W TE26BASE CABINET: SINGLE: SINK, 1 DOOR 34"H 16"D 18"W TE27BASE CABINET: SINGLE: SINK, 1 DOOR 34"H 16"D 18"W TG01UPPER CABINET: DOUBLE: 2 GLASS DOORS ADJ. SHELVES 30"H 13"D 24"W TG02UPPER CABINET: DOUBLE: 2 GLASS DOORS ADJ. SHELVES 30"H 13"D 36"W TG03UPPER CABINET: DOUBLE: 2 GLASS DOORS ADJ. SHELVES, ACCESSIBLE 48"H 13"D 36"W TG04UPPER CABINET: SINGLE: 1 GLASS DOOR & 3 ADJ. SHELVES, ACCESSIBLE 36"H 13"D 18"W TH01TALL CASE: DOUBLE: 2 GLASS DOORS ADJ. SHELVES 84"H 22"D 48"W TH02TALL CASE: DOUBLE: 2 GLASS DOORS UPPER W/ ADJ SHELVES, SOLID DOORS BASE W/ ADJ. SHELVES84"H 22"D 36"W TH03TALL CASE: DOUBLE: 2 GLASS DOORS UPPER W/ ADJ SHELVES, OPEN BASE 84"H 22"D 36"W TH04TALL CASE: DOUBLE: 2 GLASS DOORS, VENTED 84"H 18"D 48"W TH05TALL CASE: DOUBLE: 2 SOLID DOORS FIXED SHELF 84"H 22"D 48"W TH06TALL CASE: DOUBLE: 2 SOLID DOORS COAT RACKS 84"H 22"D 30"W TH07TALL CASE: DOUBLE: 2 SOLID DOORS COAT RACKS 84"H 22"D 36"W TH08TALL CASE: DOUBLE: 2 SOLID DOORS COAT RACKS 84"H 22"D 42"W TH09TALL CASE: DOUBLE: 2 SOLID DOORS, SCOPE DIVIDERS (SCOPE CABINET, 12 CAPACITY) LOCKABLE 84"H 22"D 36"W TH10TALL CASE: OPEN: 5 ADJ. SHELVES 84"H 14"D 36"W TH11TALL CASE: OPEN: 5 ADJ. SHELVES 84"H 14"D 48"W TH12TALL CASE: OPEN: 5 ADJ. SHELVES 84"H 18"D 36"W TH13TALL CASE: OPEN: 5 ADJ. SHELVES 84"H 18"D 48"W TH14TALL CASE: OPEN: 5 ADJ. SHELVES 84"H 24"D 36"W TH15TALL CASE: SINGLE GLASS DOOR & 5 ADJ. SHELVES 84"H 22"D 24"W TM01SHELVING: REAGENT W/ RETAINING LIP, TIERED 36"H 24"D (SEE DWGS FOR LENGTH) VA01SHELVING: WALL: ADJUSTABLE, 1 TIER, WOOD 84"H 20"D 36"W VA02SHELVING: WALL: ADJUSTABLE, 3 TIERS, SST 84"H 14"D 36"W VA03SHELVING: WALL: ADJUSTABLE, 7 TIERS, PERFORATED SST 84"H 20"D 48"W VA04SHELVING: WALL: ADJUSTABLE, 7 TIERS, WOOD 84"H 20"D 24"W VA05SHELVING: WALL: ADJUSTABLE, 7 TIERS, WOOD 84"H 20"D 36"W VN01PEGBOARD W/ DRIP TROUGH 36"H 24"W VN02PEGBOARD W/ DRIP TROUGH MOUNTING SPACE FOR SOAP DISPENSER: LEFT SIDE 36"H 24"W VN03PEGBOARD W/ DRIP TROUGH MOUNTING SPACE FOR SOAP DISPENSER: RIGHT SIDE 36"H 24"W VSEPOXY RESIN TOP 30"D (U.N.O) VTEPOXY RESIN TOP W/ 4" BACKSPLASH, BACK AND SIDE WALLS 30"D (U.N.O) VWSST TOP W/ 4" BACKSPLASH, BACK AND SIDE WALLS 30"D (U.N.O) LAB ACCESSORY SCHEDULE TAG DESCRIPTION DIMENSIONSQTYRESP. BH01BAG HOOK, SINGLE, SST - 64C CH01COAT HOOK PANEL, SST W/ INDIVIDUAL SST HOOKS, 1 CAPACITY 5'-0"W x 1'-2"H 6C C MB01MARKERBOARD (SEE ARCH SPEC) 7'-7"W x 4'-0"H 4C C MB02MARKERBOARD (SEE ARCH SPEC) 4'-0"W x 4'-0"H 3C C SC01SHOWER CURTAIN & ROD 3'-10"W 4'-0"D 3C C WC01WASTE CONTAINER - 11O WC02BIOHAZARD WASTE CONTAINER - 4O LAB FIXTURE SCHEDULE TAG DESCRIPTION QTY A1AIR OUTLET, (1), DECK MOUNTED 1 CW1COLD WATER OUTLET, WRIST BLADES, VACUUM BREAKER, AERATOR, SWIVEL 8 DIDEIONIZED WATER FAUCET 4 E1ELECTRICAL SERVICE PEDESTAL, SINGLE FACE, DOUBLE GANG, OUTLETS 2 E2ELECTRICAL SERVICE PEDESTAL, DOUBLE FACED, DOUBLE GANG, OUTLETS, 2 CIRCUITS 18 ESEMERGENCY SHOWER EYEWASH, RECESSED WALL MOUNTED SAFETY STATION, EXPOSED CEILING-MOUNTED SHOWER HEAD3 EWEYE WASH, COUNTER MOUNTED 2 G1GAS OUTLET, (1), DECK MOUNTED 1 G2GAS OUTLET, (2) AT 90 DEGREE, DECK MOUNTED 17 G3GAS OUTLET, (2) AT 180 DEGREE, DECK MOUNTED 2 HCW1HOT COLD WATER MIXING OUTLET, WRIST BLADES, VACUUM BREAKER, AERATOR, SWIVEL 8 HCW2HOT COLD WATER MIXING OUTLET, FOOT CONTROL, ACUUM BREAKER, AERATOR 4 HCW3HOT COLD WATER MIXING OUTLET, DECK MOUNTED, SINGLE SPOUT, W/ FLEXIBLE NECK W/ SPRING 1 V1VACUUM OUTLET, (1), DECK MOUNTED 1 V3VACUUM OUTLET, (2) AT 180 DEGREE, DECK MOUNTED 1 LAB EQUIPMENT SCHEDULE ITEM MANUFACTURERMODELQTY SIZE LOC. NEW EXIST DRAIN LAB SERVICES ELECTRICAL POWER EMERGENCY POWER RESP. REMARKS WDH LALGLVCO2CWHWDIVA 01AUTOCLAVE W/ REMOVEABLE S/S PANELS FRONT & SIDESUNISTERI Q19387 227"38"67"FNEWX XX120V14.5 O C 02AUDIO VISUAL SYSTEM EQUIPMENT RACK: WALL-MOUNTEDMIDDLE ATLANTICSBX-10 211"17"21"WNEW O C 03AUDIO VISUAL USER EQUIPMENT RACK: INSIDE VENTED CABINETMIDDLE ATLANTICSRSR-4-18219"19"35"BNEW O C 04BONE BOX: SUITE CASE FOR A&P - - 326"16"9"BEXISTING O C 05BIO SAFETY CABINET STERIGARD - 177"40"89"FEXISTING XX 120V- O CCO2 PIPED FROM CO2 TANKS OUTSIDE TISSUE CULTURE ROOM 06CART - - 1526"26"36"FEXISTING O C 07CENTRIFUGE EPPENDORF 5810R 128"25"18"BEXISTING 120V10.8 O C 0848" FUME HOOD: CHEMICAL (ADA) MOTT MANUFACTURINGNOVAGUARD148"31"113"BNEWXXXX C CPROVIDE INTEGRAL ACCESSIBLE BASE; EXHAUST; SINGLE VERTICAL SASH; 18" MAX SASH HT; CONSTANT VOLUME W/ FAN ON/OFF SWITCH THAT IS COMBINED W/ HOOD LIGHT 0948" FUME HOOD: CHEMICAL MOTT MANUFACTURINGNOVAGUARD148"31"113"BNEWXX C CEXHAUST; SINGLE VERTICAL SASH; 18" MAX SASH HT CONSTANT VOLUME W/ FAN ON/OFF SWITCH THAT IS COMBINED W/ HOOD LIGHT 10FREEZER: -80 C REVCO UTL390 229"31"47"FEXISTING 120V16 O C 11FREEZER: -80 C FISHER ISOTEMP 129"29"62"FEXISTING 120V16 O C 12GAS TANK RACK (2 DEEP) MATHESON 6532-2 130"26"30"FNEW O CCO2 TANKS PIPED TO TISSUE CULTURE ROOM 13GLASS WASHER LABCONCO 33 UNDERCOUNTER124"27"33"FNEWX XX115V16 O C 14ICE MACHINE SCOTTSMAN - 126"33"39"FEXISTINGX 120V- O C 15INCUBATOR: TALL BMT USA INCUCELL 404430"32"76"FNEW 115V- O 16INCUBATOR - - 124"24"18"BNEW 120V- O 17INCUBATOR: TALL BLUE - 130"32"76"FEXISTING 115V- O 18LIQUID NITROGEN TANK ON WHEELS LOCATOR - 124"24"42"F EXISTING 120V- O 19LIGHT STAND ON WHEELS - - 224"27"74"FEXISTING 120V- O 20MICROWAVE PANASONIC - 124"19"15"BEXISTING 120V- O 21MICROWAVE - - 124"19"15"BEXISTING 120V- O 22REFRIGERATOR: LAB FISHER ISOTEMP 128"34"79"FEXISTING 120V- O 23REFRIGERATOR: LAB FISHER ISOTEMP 432"27"65"FEXISTING 120V- O 24REFRIGERATOR: LAB WHIRLPOOL - 134"33"65"FEXISTING 120V- O 25REFRIGERATOR: DELI (GLASS) VWR 177"31"78"FEXISTING 120V- O 26REFRIGERATOR: DELI (GLASS) VWR - 177"31"78"FEXISTING 120V- O 27REFRIGERATOR: DELI (GLASS) VWR - 177"31"78"FEXISTING 120V- O 28RO WATER POLISHER, 450 GPD W/ 80 GAL TANK BELOW - - 124"24"54"FEXISTINGX 120V- O C50 KILOHM SENSOR, 10TDS 29STORAGE CABINET, FLAMMABLES, VENTED JUSTRITE 899020 160"42"39"FNEW O CEXHAUST NEEDED; 90 GALS W/ SELF CLOSING DOORS 30SHAKER H20 ENVIRON LAB 123"29"23"BEXISTING 120V5 O 31SKELETON ON WHEELS: A&P - - 322"22"69"FEXISTING O 32SPECIMEN TRAY - - 5546"18"2"BEXISTING O CPROVIDE SHELF SPACE FOR MULTIPLE TRAYS @ 12" OC VERTICALLY 33SLIDE TRAY BOX - - 39"13"12"BEXISTING O 34WATER BATH FISHER DIGITAL 225"17"15"BEXISTING 120V8.5 O 35WATER BATH FISHER ISOTEMP 2332126"18"8"BEXISTING 120V8.5 O 36WATER BATH FISHER SEDVOTEK 60126"18"8"BEXISTING 120V8.5 O
project index
© James Steinkamp Photography 06.28.18
© James Steinkamp Photography
university of st. francis science building
© James Steinkamp Photography
8854-24DJI_0797.tif
© James Steinkamp Photography
8850-24_DSC1028.tif
university of st. francis science building
© James Steinkamp Photography
© Connor Steinkamp Photography
the study hotel at the university of chicago
© Connor Steinkamp Photography
evanston golf club west campus
evanston golf club west campus
wadsworth intermediate school
wadsworth intermediate school
PROGRAM + ORGANIZATION
ATHLETICS ANCHOR
ATHLETICS ANCHOR
MAIN APPROACH (DROP-OFF LOOP)
CENTRAL SPINE + COMMON PROGRAM
CENTRAL SPINE + COMMON PROGRAM MIDDLE SCHOOL ACADEMIC POD
MIDDLE SCHOOL ACADEMIC POD
COMMUNITY + DINING ANCHOR
ELEMENTARY SCHOOL ACADEMIC POD
ELEMENTARY SCHOOL ACADEMIC POD
BUILDING SERVICES
PRE-K/K ACADEMIC POD
UP DN UP UP UP UP UP UP DN UP
HIGH SCHOOL ACADEMIC POD HIGH SCHOOL ACADEMIC POD
GROUND LEVEL UPPER LEVEL
crestview pk-12 2 3 4 1 1 2 3 CENTRAL LAWN PERFORMANCE GYMNASIUM ENTRY DROP LOOP / PLAZA 4 MS / HS ENTRY ART / MEDIA ROOMS GREEN ROOF 5 6 7 PK / K / ES ENTRY ADMINISTRATION 5 6 6 7 8 8
MAIN ENTRIES
2ND FLOOR MIDDLE SCHOOL EXTENDED LEARNING AREA
3 1 1 2 3 TYPICAL CORE ACADEMIC CLASSROOM CLERESTORY DAYLIGHTING TEACHING STAIR 4 VIEWS TO POND EXTENDED LEARNING AREA OPERABLE CLASSROOM WALL 4 2 5 5 6 6 6
09.09.2020
ACADEMIC POD
SMALL GROUP WORK ROOM
INSTRUCTONAL STORAGE
BRANDED ACADEMIC WING ENTRY + STAIR
GROUP RESTROOMS
WORKROOM / CONFERENCE ROOM
EXTENDED LEARNING AREA (ELA)
LEARNING STAIR
SCIENCE CLASSROOMS AT BASE OF WING
TYPICAL CLASSROOM
crestview pk-12
PERFORMANCE GYM + AUXILIARY GYM
MIDDLE SCHOOL
LOCKER ROOMS
WEIGHT ROOM + CARDIO ROOM
PERFORMANCE GYM (HIGH SCHOOL)
AUXILIARY GYM (MIDDLE SCHOOL)
PERFORMANCE GYM INTERIOR
1
PERFORMANCE GYMNASIUM (1 PERF COURT, 2 PRAC. COURTS)
UPPER GYMNASIUM (1 GAME COURT, 2 PRAC. COURTS)
3
OPERABLE DIVIDER CURTAIN W/ “CRESTVIEW” BRANDING
4 VIEWING PLATFORMS @ ALL CORNERS
crestview pk-12 2 3 1
2
5 4 5
WALKING / RUNNING TRACK
115 CONCEPT
115 CONCEPT
N 5’20’40’ MAIN ENTRY ENTRY PROPERTY LINE DOG RUN GET AQUAINTED YARD ISOLATION RUN INTAKE FOOD PANTRY C C B B B A A JAMES PARK COMMUNITY GARDENS OAKTON ST. LEGEND ADJACENT INDUSTRIAL FACILITY BUS STOP ACCESS ROAD
CONCEPTUAL SITE PLAN
CONCEPTUAL SITE PLAN
CONCEPTUAL FLOOR PLANS FLOORPLAN WITH LEGEND
CONCEPTUAL FLOOR PLANS FLOORPLAN WITH LEGEND
116 CONCEPT CARE YARDS ADOPT ARRIVAL CONNECT MAIN ENTRY GET ACQUAINTED ROOM CAT ADOPTION CAGES CAT ADOPTION COLONY DOG ADOPTION SMALL DOG ADOPTION RECEPTION + OFFICE INTAKE D B B B B B A A E K A J F P A H G FIC ON M L D P E B A A A B B A B C D E F CAT HOLDING CAT ISOLATION CAT INTAKE DOG HOLDING DOG ISOLATION DOG INTAKE A B C D E F MEDICAL SUITE MATERNITY ROOM LAUNDRY FOOD PREP ANIMAL HOLDING UTILITY SALLYPORT (INTAKE) G H J K L STORAGE WILDLIFE HOLDING M N FREEZER O MECHANICAL / SUPPORT P LOBBY EDUCATION + TRAINING ROOM PET FOOD PANTRY STORAGE A B GET ACQUAINTED YARD DOG RUNS A B C D B D C PP CC A B
evanston animal shelter 116 CONCEPT CARE YARDS ADOPT ARRIVAL CONNECT MAIN ENTRY GET ACQUAINTED ROOM CAT ADOPTION CAGES CAT ADOPTION COLONY DOG ADOPTION SMALL DOG ADOPTION RECEPTION + OFFICE INTAKE D B B B B B A A E K A J F P A H G FIC ON M L D P E B A A A B B A B C D E F CAT HOLDING CAT ISOLATION CAT INTAKE DOG HOLDING DOG ISOLATION DOG INTAKE A B C D E F MEDICAL SUITE MATERNITY ROOM LAUNDRY FOOD PREP ANIMAL HOLDING UTILITY SALLYPORT (INTAKE) G H J K L STORAGE WILDLIFE HOLDING M N FREEZER O MECHANICAL / SUPPORT P LOBBY EDUCATION + TRAINING ROOM PET FOOD PANTRY STORAGE A B GET ACQUAINTED YARD DOG RUNS A B C D B D C PP CC A B
CONCEPTUAL PERSPECTIVES
CONCEPTUAL PERSPECTIVES EXTERIOR VIEW
EXTERIOR VIEW
118 CONCEPT
118 CONCEPT
CONCEPTUAL FLOOR PLANS FLOORPLAN WITH ROOM TAGS
CONCEPTUAL FLOOR PLANS FLOORPLAN WITH ROOM TAGS
evanston animal shelter 117 CONCEPT ELECTRICMECHANIC. OFFICE LOBBY MAIN ENTRY INTAKE YARDS PUBLIC ACCESS STAFF ACCESS GET ACQUAINTED YARD DOG RUN DOG RUN DOG RUN DOG RUN ISOLATION RUN PARKING = 15 STALLS DOG HOLDING JANITOR GA ROOM CAT CAGES IT ROOM MEDICAL SUITE PREP MATERNITY CAT INTAKE LAUNDRY DOG INTAKE STORAGE WILDLIFE SALLY PORT DOG ISOLATION CAT ISOLATION CAT HOLDING UTILITY GA ROOM GA ROOM SMALL DOGS DOG ADOPTION FOOD PREP FREEZER CAT COLONY CAT COLONY OFFICE EDUCATION & TRAINING ROOM FOOD PANTRY STORAGE RR RR RR RR
CONCEPT ELECTRICMECHANIC. OFFICE LOBBY MAIN ENTRY INTAKE YARDS PUBLIC ACCESS STAFF ACCESS GET ACQUAINTED YARD DOG RUN DOG RUN DOG RUN DOG RUN ISOLATION RUN PARKING = 15 STALLS DOG HOLDING JANITOR GA ROOM CAT CAGES IT ROOM MEDICAL SUITE PREP MATERNITY CAT INTAKE LAUNDRY DOG INTAKE STORAGE WILDLIFE SALLY PORT DOG ISOLATION CAT ISOLATION CAT HOLDING UTILITY GA ROOM GA ROOM SMALL DOGS DOG ADOPTION FOOD PREP FREEZER CAT COLONY CAT COLONY OFFICE EDUCATION & TRAINING ROOM FOOD PANTRY STORAGE RR RR RR RR
CONCEPTUAL PERSPECTIVES
CONCEPTUAL PERSPECTIVES
INTERIOR LOBBY VIEW
INTERIOR LOBBY VIEW
120 CONCEPT
120 CONCEPT
CONCEPTUAL PERSPECTIVES
CONCEPTUAL PERSPECTIVES
INTERIOR CORRIDOR VIEW
INTERIOR CORRIDOR VIEW
evanston animal shelter
119 CONCEPT
harper college student center