HomeMy WebLinkAbout3706 Sanford Ave 17-2601 Plans rev. new constRevision
Response to Comments
Permit it (� — 2-601 Submittal Date
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
Project Address: —W t:, E7 ww Lk Sct�t (A AV ' A ,4rAef\) Pt--
Contact:=l-tn1C7 LMC7 (-( Y
Ph: qo7 - 8q'6 - 01 3
Email:
Trades encompassed in revision:
L/ Building
❑ Plumbing
Electrical
❑ Mechanical
❑ Life Safety
❑ Waste Water
Fax:
General description of revision:
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ROUTING INFORMATION
Department Approvals
❑
Utilities
❑
Waste Water
❑
Planning
❑
Engineering
❑
Fire Prevention
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IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED, ADJUST SCALE ACCORDINGLY.
THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES:
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,Ov' V O AFG ABOVE FINISH GRADE FrG FOOTING PRTN PARTITION (7--
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tOJ ALT ALTERNATE FV FIELUVERIFY PT PRESSURE TREATED -- SHEET NUMBER
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APPROX APPROXIMATE GC GENEKALCONTRACiOR R RADIUS �•-- DRAWING NUMBER
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CONC CONCRETE LAV LAVATORY 55 SFAINLESS 51 EEL ENLARGED
4 +�- +uJ CONS? CONSTRUGTIUN LB POUND STD STANDARD DETAIL XXO-
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tU (U E -A CT CERAMIC TILE LP LOW POINT _ SrRUCr swucrURAL SIM SHEET
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-I O R �- EA EACH MR .MOISTURE RESISTANT 'rS TUBE STEEL 00 SHEET NUMBER
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ELEV ' ELEVArIQN _ MULL MULLION UNO UNLESS NOTED OTHERWISE NOTE 00-pp
0 U EOS EDGE OF SLAB N NORTH _ _ VCi VINYL COMPOSITE TILE MARKERS
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(t3 @ 00 EW EACH WAY NOM NOMINAL VWC VINYL WALL COVERING WINDOW TYPE
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j -0 1 CONTRACTOR SHALL BE FAMILIAR WITH JOB SITE CONDITIONS AND -THE LACK OF SPECIFIC ELEVATION
o V INFORMATION ON THE DRAWINGS SHALL NOT RELIEVE HIM OF ANY RESPONSIBILITY. CONTRACTOR MARKER ELEVATION NAME
(nL Q ru SHALL -THOROUGHLY ACQUAINT HIMSELF WITH THE CONSTRUCTION DETAILS BEFORE SUBMITTING
C `6 x > HIS BID AS NO ALLOWANCES WILL BE MADE BECAUSE OF THE CONTRACTOR'S UNFAMILIARITY WfrH
o C (U # GYP. BD. LAYERS / SIDE FIRE RATING (hrs)
l ;J -THE JOB SITE CONDITIONS. STUD SIZE - INSULATION (if used)
C
o v -d a 2 PRIOR TO EXECUTING CONSTRUCTION CONTRACT, GENERAL CONTRACTOR MAY BE REQUESTED TO PARTITION
" ° REVISE THEIR BID TO REFLECT THE FINAL CONSTRUCTION SET THAT MAY CONTAIN BIDDING TYPE MARKER •� PMOO.00A(S)
a a. o o -� CT = X TOP PLATE
m o L .o ADDENDA'S, REGULATORY COMMENTS, CLIENT REVISIONS, DRAWING CLARIFICATIONS, OR VARIOUS 1
c o OTHER MODIFICATIONS. STUD M=METAL, W=WOOD CONNECTION TYPE
........._ - -
'uo-, @ -0 � 3 NO DOCUMENT SET OTHER THAN THE CONSTRUCTION SET SHALL BE USED FOR CONSTRUCTION, ROOM ID ROOM NAME
to o NOR ALLOWED AFTER CULMINATION OF THE BIDDING PHASE ON SITE OR DISTRIBUTED TO ANY SUB MARKER ( 0O0 )
o v v CONTRACTORS/VENDORS/TRADES WITHOUT CLIENT/ARCHITECT APPROVAL AND SPECIFIC 000 SF
3:� NOTIFICATION TO THE RECIPIENT THAT- THE DOCUMENTS BEING PROVIDED ARE NOT THE FINAL oou --
ROOM NUMBER
"CONSTRUCTION SET" AND SHALL NOT BE USED FOR CONSTRUCTION. IN XXX— WALL FINISH
O - U N
v " .0 4 IF CONFLICTS EXIST, IN DRAWINGS AND/OR SPECIFICATIONS, THE GENERAL CONTRACTOR IS TO FINISH XXX �- - WALL BASE
BID THE MOST EXPENSIVE OPTION I0 RESOLVE THE CONFLICT UNLESS TOLD OTHERWISE VIA
s� c ro MARKER XXX FLOOR FINISH
a a fu ADDENDUM. _ __ _ _ _
U) f° U � 5 SCOPE OF WORK SHALL INCLUDE ALL LABOR, MATERIALS, TOOLS, EQUIPMENT, RIGGING ETC. TO _ _
u1 FLOOR FINISH
To+ PERFORM THE WORK AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED FOR A COMPLETE 000
v o INSTALLATION. MARKER
a E (A cu 6 WHERE THE TERMS "APPROVED EQUAL", "EQUAL TO", OR OTHER GENERAL QUALIFYING TERMS ARE CEILING XX00.0.S
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> m •0 �, THE ARCHITECT. MATERIAL
- - E BIDDING
-v U 7 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR ENSURING THE SUB CONTRAC fOR'S ARE MARKERS
M a ru FROM A COMPLETE SEC OF DRAWINGS. NO ADD-ONS WILL BE APPROVED BY THE ARCHITECT DUE TO - -- - - -- ---
L -U " THE SUBS FAILURE TO COORDINATE BETWEEN ALL DRAWINGS. TRUE PROJECT
C) .a (Vo NORTH NORTH
-u -CL :E 8 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK BY ALL NORTH
v1C CU , TRADES, INCLUDING THOSE PROVIDED AND DIRECTED BY THE OWNER. ARROW
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TITLE TAG
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v (n E Q BUILDING CODES IN EFFECT:
2 �' FLORIDA BUILDING CODE, 5TH EDITION (2014) BUILDING O a) ' . _�___.. ..---- --- ._...—
v N' • FLORIDA BUILDING CODE, 5TH EDITION (2014) EXISTING BUILDING
>o ro .t • FLORIDA BUILDING CODE, 5TH EDITION (2014) ENERGY CONSERVATION 1
FLORIDA BUILDING CODE, 5TH EDITION (2014) FUEL GAS REVISION
f° o FLORIDA BUILDING CODE 5TH EDITION (2014) PLUMBING CLOUD
�N • '
) o • FLORIDA BUILDING CODE, 5TH EDITION (2014) MECHANICAL
U 6 - - • FLORIDA BUILDING CODE, 5TH EDITION (2014) TEST PROTOCOLS
o • FLORIDA BUILDING CODE, 5TH EDITION (2014) ACCESSIBILITY
>' •` "0 o • FLORIDA FIRE PREVENTION CODE, 5TH EDITION
a o v -00 NFPA 1 - UNIFORM FIRE CODE, 2012 EDITION
fu ro � v, • NFPA 70 - NATIONAL ELECTRIC CODE, 2011 EDITION
W W W • NFPA 101 - LIFE SAFETY CODE, 2012 EDITION
01 o ' • ADA STANDARDS FOR ACCESSIBLE DESIGN, 2010 EDITION .
@ o .2 CITY OF SANFORD CODE
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v C v (A WIND LOADS AS PER:
to aJ ._
ro >o E V A. FLORIDA BUILDING CODE 5TH EDITION (2014) WITH AN ULTIMATE DESIGN WIND SPEED OF 139 MPH,
@
FW n n. o EXPOSURE B, NOMINAL DESIGN WIND SPEED OF 107 MPH, +/-0.18 INTERNAL PRESSURE COEFFICIENT,
o d °u,) c � Q AND BUILDING RISK CATEGORY IL
Ln c � o B. THE BUILDING IS DESIGNED AS AN ENCLOSED BUILDING.
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IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY
1 THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING
ANY WORK.
2 ALL CONSTRUCTION SHALL COMPLY WITH APPLICABLE CODES AND RESTRICTIONS ENFORCED BY
AUTHORITIES HAVING JURISDICTION.
3 DO NOT SCALE DRAWINGS. DIMENSIONS SHALL GOVERN. ALL DIMENSIONS ON FLOOR PLANS
INDICATE NOMINAL WIDTH UNLESS NOTED OTHERWISE ON DRAWINGS. DETAILS SHALL GOVERN
OVER PLAN AND ELEVATIONS DRAWINGS. LARGE SCALE DETAILS SHALL GOVERN OVER SMALL
DETAILS. CONTACT ARCHITECT FOR UNKNOWN DIMENSIONS.
4 IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT LOCAL UTILITY COMPANIES
TO LOCATE ALL EXISTING UTILITIES AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR
T
SHALL BEAR ALL EXPENSES OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPE
RTY
DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE EXECUTION OF THE WORK. ALL FINAL
CONNECTIONS FROM THE BUILDING TO EXISTING UTILITIES SHALL BE BY THIS CONTRACTOR.
5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY OF THE SITE AS REQUIRED IN THE
CONTRACT DOCUMENTS.
6 ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES BY THE CONTRACTOR AND ALL AREAS SHALL
BE LEFT IN A CLEAN CONDITION AT ALL TIMES DURING CONSTRUCTION.
7 THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE
OCCUPANTS AND WORKERS AS REQUIRED BY GENERAL CONDITIONS AND ALL APPLICABLE LOCAL,
STATE, AND FEDERAL REGULATIONS.
8 CONTRACTOR SHALL ENGAGE A FLORIDA REGISTERED SPECIALTY ENGINEER TO DETERMINE METAL
STUD GAUGES AND DESIGN STUD FRAMING. METAL STUD GAUGES SHALL MEET RECOMMENDATIONS
AND/OR REQUIREMENTS OF THE STUD MFR'R AND ALL APPLICABLE CODES. SHOP DRAWINGS SHALL
BE SUBMITTED TO THE ARCHITECT FOR REVIEW.
9 PROVIDE DRAFT STOPPING IN CANOPIES AT INTERVALS NOT TO EXCEED 3,000 SQ. FT. & WHERE
SPECIFICALLY CALLED FOR ON DRAWINGS. DRAFT STOPPING SHALL BE 1/2" GYP. BD, ON ONE SIDE
OF LIGHT GAUGE METAL FRAMING,
10 CONTRACT SHALL OBTAIN A COPY OF THE SOILS INVESTIGATION REPORT FROM THE OWNER, AND
SHALL COMPLY WITH ALL REQUIREMENTS OF THE REPORT.
11 DISCREPANCIES BETWEEN PORTIONS OF THE CONTRACT DOCUMENTS ARE NOT INTEND
ED. THE
CONTRACTOR IS TO CLARIFY WITH THE ARCHITECT ANY DISCREPANCIES WHICH MAY OCCUR PRIOR
TO COMMENCING ANY CONSTRUCTION.
12 DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAYS WITHOUT FIRST"
OBTAINING PROPER PERMITS.
13 ALL FIRE -RATED CONSTRUCTION SHALL CONFORM TO UL TESTED STANDARDS AND/OR LOCAL
REQUIREMENTS.
14 ALL PENETRATIONS THRU FIRE RATED CONSTRUCTION SHALL COMPLY WITH UL & ALL APPLICABLE
CODES & ORDINANCES.
15 ALL EXTERIOR MATERIALS TO MEET ALL LOCAL & STATE WIND & IMPACT TEST REQUIREMENTS.
SUBMIT PRODUCT APPROVAL NUMBERS TO AUTHORITY HAVING JURISDICTION FOR REVIEW IN
ACCORDANCE WITH THEIR REQUIREMENTS.
16 DIMENSIONS ARE TO COLUMN GRID, FACE OF MASONRY/CONCRETE/PRECAST, FACE OF
METAL/WOOD STUD, UNO.
17 CONTRACTOR TO PROVIDE & INSTALL 2A10BC FIRE CLASS A LIGHT (LOW) HAZARD FIRE
EXTINGUISHERS AS REQUIRED BY LOCAL FIRE MARSHAL COORDINATE LOCATIONS / PLACEMENTS
WITH FIRE MARSHAL. INSTALL QUANTITY AS REQUIRED SO AS NOT TO EXCEED 7T OF TRAVEL TO
AN EXTINGUISHER.
18 ALL INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH NFPA 101, CHAPTER 10 AND FBC-B
SECTION 803.
19 NAILERS, BLOCKING, AND OTHER ROUGH CARPENTRY ITEMS INDICATED AS "WOOD", "TREATED
WOOD", OR "PT WOOD" SHALL BE TREATED FOR FIRE RESISTANCE.
20 JOINTS WHICH OCCUR IN RATED PARTITIONS SHALL BE STAGGERED IN ACCORDANCE WITH THE
DESIGN ASSEMBLY REQUIREMENT. WHERE OPENINGS ARE MADE IN EXISTING RATED PARTITIONS,
OR WHERE OPENINGS IN EXISTING PARTITIONS ARE CLOSED, THE EXISTING GYPSUM BOARD MAY
t " P
BE REMOVED ON ONE SIDE OF THE PARTITIONS BACK TO THE NEXT STUD TO ASSURE THE ROPER
STAGGERING OF THE JOINTS.
21 SEAL / CAULK PERIMETER OF RATED WALLS AND PENETRATIONS OF RATED WALLS IN ACCORDANCE
WITH APPLICABLE UL DESIGN AND REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION.
22 PER FBC-B 703.7, FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE
PARTITIONS OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS
SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING. SUCH
IDENTIFICATION SHALL:
1) BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR -CEILING OR ATTIC SPACES;
2) BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30
FEET MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND
3) INCLUDE LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8 INCH STROKE IN
A CONTRASTING COLOR INCORPORATING THE SUGGESTED WORDING: "FIRE AND/OR SMOKE
BARRIER - PROTECT ALL OPENINGS" OR OTHER WORDING.
23 ELECTRICAL DEVICES WHICH OCCUR IN RATED PARTITIONS SHALL BE LOCATED SO THAT BACK
BOXES WITHIN A SINGLE STUD CAVITY SHALL NOT EXCEED A TOTAL OF 16 SQUARE INCHES IN AREA
S IN ANY 100 5 WALL AREA. ON
OR EXCEED A TOTAL OF 100 SQUARE INCHES DARE FEET O F Q
OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A MIN. HORIZ. DISTANCE OF
24", WHERE THIS REQUIREMENT CANNOT BE MET, BACK BOXES IN EXCESS OF THE ALLOWED
MAXIMUM SHALL BE BACKED WITH PUTTY PADS,
24 THE CONTRACTOR SHALL FURNISH AND INSTALL A FULLY AUTOMATIC FIRE SPRINKLER SYSTEM
THROUGHOUT THE BUILDING AND CANOPY ATTIC SPACES. THE SPRINKLER SYSTEM SHALL CONFORM
TO ALL LOCAL, STATE, AND NFPA CODES, AND SHALL BE DESIGNED BY A STATE OF FLORIDA
REGISTERED ENGINEER. SIGNED AND SEALED SHOP DRAWINGS SHALL BE SUBMITTED TO THE FIRE
MARSHAL FOR APPROVAL PRIOR TO INSTALLATION. LOCATION OF ALL SPRINKLER HEADS AND ALL
DISTRIBUTION LINES SHALL BE COORDINATED SO AS NOT TO INTERFERE WITH THE LOCATION OF
ANY LIGHT FIXTURE OR H.V.A.C. WORK. ALL SPRINKLER HEAD HEIGHTS SHALL BE COORDINATED
WITH INTENDED HEIGHT OF CEILING. VERIFY ALL CEILING HEIGHTS PRIOR TO INSTALLATION.
REFER TO DRAWINGS AND SPECIFICATIONS FOR REQUIREMENTS. THE CONNECTION FROM TAP TO
RISERS INSIDE THE BUILDING MUST BE INSTALLED BY A STATE CERTIFIED FIRE PROTECTION
CONTRACTOR
25 SHELVING MUST BE MOUNTED SO AS NOT TO ALLOW STORAGE WITHIN 18 INCHES OF THE FIRE
SPRINKLER NOZZLE HORIZONTAL PLANE.
26 IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY ALL WATERPROOFING AND
FLASHING CONDITIONS. IF THERE IS NOT A DETAIL FOR THE WATERPROOFING CONDITION, IT IS
THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CONTACTTHE ARCHITECT OR
WATERPROOFING CONSULTANT PRIOR TO CONSTRUCTION.
PARCEL ID #: 12-20-30-300-019B-0000
PROPERTY DESCRIPTION:
SEC 12 TWP 20S RGE 30E BEG 305.77 FT W & 310.29 FT N OF SE COR RUN N
811.4FTETOW R/W SANFORD AVE S TO A PT E OF BEG W TO BEG & E 3 FT OF
LOTS 13 5 7 & 9 & E 3 FT OF N 21.4 FT OF LOT 11 KEYES SEMINOLE INDUSTRIAL
PARK PB 30 PG 85
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TENANT
OWNER / i
Teen Challenge Southeast Region - Orlando
3706 Sanford Ave.
Sanford, FL 32773 fial,
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CONTACT PERSON:
Jerry Nance
)erry.nance@teenchallenge.cc,
www.teenchallenge.cc
t: 706-596-8731
f: 706-596-8732
ARCHITECT
Scott + Cormia Architecture and Interiors, LLC
429 S. Keller Road, Suite 200
Orlando, FL 32810 so
CONTACT PERSON: 0 FR M I A
Angel Ortiz
aortiz@scottcormia.com t n° Ig °Ptr
,�- i N t
www.scottcormia.com
t: 407-838-8450
STRUCTURAL RAL
IBC Engineering Design Services; Inc.
2295 S. Hiawassee Road, Suite 411
Orlando FL 32835
CONTACT PERSON:
Hasan Arouri; P.E.
hasan@ibc-engineeringdesign.com
www.ibc-engineeringdesign.com International Building Consultants &
t: 407-826-1000 r nglneertll(,t Oeslgn 5erulces Inc.
ECH PLUMB / ELEC
IBC Engineering Design Services; Inc.
2295 S. Hiawassee Road, Suite 411
VOU AM
CONTACT PERSON:
Song Sayprasith; P.E.
song@ibc-engineeringdesign.com International Building Consultants &
www.ibc-enginceringdesign.com EncllneeringUesignierulces Inc.
SUBMISSION
# DESCRIPTION 1121314 1(
C;FNFRAI
GOOOB
DORM "B"
l�•r'
ADA GUIDELINES a ` ^ _1,11TI
AD(I-ITTF(TI IPAI
A011
SITE REFERENCE PLAN
A022
LIFE SAFETY PLAN, DETAILS & LEGEND - DORM "B"
�r1^
- A023
UL ASSEMBLIES r
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A024_
NOA'S
A025
NOA'S
A102
A112
FLOOR PLAN - DORMITORY_ BLDG "B"'
CEILING PLAN - DORMITORY_ BLDG "B"
'`
A122
A123
_REFLECTED
FRAMING PLAN - DORMITORY BLDG "B"� _
FRAMING DETAILS & PARTITION TYPES - T
—
_
®
®
-
_
�
A202
ROOF PLAN - DORMITORY "B"
A303
EXTERIOR ELEVATIONS - DORMITORY BLDG "B"
A304
EXTERIOR ELEVATIONS - DORMITORY BLDG "B"
A402
BUILDING SECTIONS - DORMITORY BLDG "B"
-�
A403
WALL SECTIONS
a
lit
A410
LAP SIDING DETAILS
A502�
ENLARGED FLOOR PLAN - DORM "B"
I
A504
RESTROOM ELEVATIONS - DORM "B"
A505
ACCESSIBLE SHOWER REQUIREMENTS _--
v
—
AS10_
CORRUGATED METAL CLADDING DETAILS__
A801B
DOOR & HARDWARE SCHEDULES AND NOTES - DORM "B"
A802
WINDOW SCHEDULE, DETAILS & LEGEND
A803
GLAZING ELEVATIONS — _— _
®
A901
WATERPROOFING DETAILS
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SCOTT +
C.0 R M
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Scott + Cormia Architecture and
Interiors, LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t.407-660-2766
AA26002980
f. 407-875-3276
www.scotLcormia.com
,D a•pyright 2017
All Right' Ruu ,d
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THIS PROJECT REQUIRES SHOP DRAWINGS BE SUBMITTED AND REVIEWED BY THE DESIGN TEAM. ALL FL. REF. # AR0008232
CI Y`, I L SHOP DRAWINGS SHALL BE SUBMITTED FOR REVIEW TO THE ARCHITECT ELECTRONICALLY, IN PDF 2018 MARCH 02
Tri 3 Civil Engineering Design Studio, Inc. FORMAT. HARD COPIES .HALL NOT BE ACCEPTED. SHOP DRAWINGS MUSTBEREVIEWED BY THE
CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT. THE TERM SHOP DRAWINGS ALSO To the best of our knowledge belief and
P.O. Box , FL 3 INCLUDES MANUFACTURERS SPECIFICATIONS "CUT SHEETS".
Longwood, FL 32752 professional judgement, .these plans and
g � � _ specifications are in compliance with the
h'
THEY HAVE REVIEWED THE
BY SUBMITTING SHOP DRAWINGS, THE. CONTRACTOR WARRANTS THAT
,N
_ applicable building codes.
CONTACT PERSON: SHOP DRAWINGS, COORDINATED THE SHOP DRAWINGS WITH ALL RELATED TRADES, VERIFIED ALL
Constance A. Owens, PE, LEED AP DIMENSIONS WITH ACTUAL FIELD CONDITIONS, CONFIRMED QUANTITIES AND PERFORMANCE s u b m i S S i O I'1 S
REQUIREMENTS, AND FABRICATION PROCESSES.
cowens@tri3-eng.com
www.tri3-eng.com THE DESIGN TEAM IS NOT REQUIRED TO REVIEW UNSOLICITED SHOP DRAWINGS, WHICH MAY BE
t: 407-488-9456 RETURNED WITHOUT REVIEW OR COMMEN-f.
f: 407-641-9993 REVIEW OF SHOP DRAWINGS BY THE DESIGN TEAM IS SOLELY FOR CONFORMANCE WITH THE DESIGN
CONCEPT OF THE PROJECT AND FOR COMPLIANCE WITH INFORMATION ALREADY GIVEN IN -THE
yA CONSTRUCTION DOCUMENTS. APPROVAL. OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR
CONTRACTOR OF THE RESPONSIBILITY FOR COMPLYING WITH ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS.
The Collage Companies
585 Technology Park WHEN SHOP DRAWINGS ARE REQUIRED, NO PART OF THE STRUCTURE OR COMPONENT SHALL BE
CONSTRUCTED WHERE RELATED TO THE SHOP DRAWINGS UNTIL AFTER THE SHOP DRAWINGS HAVE
Lake Mary, FL 32746 BEEN REVIEWED AND APPROVED. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PLAN AND ALLOW
MAN'` I` ° TIME FOR SHOP DRAWING CREATION, REVIEW, REVISION AND APPROVAL. THE DESIGN TEAM SHALL
S00ID _
STRUCTURAL GENERAL NOTES
S002D
STRUCTURAL GENERAL NOTES & ABBREVS.
-S003D_
WIND PRESSURE DIAGRAMS
S102D
STRUCTURAL FLOOR PLAN - DORMITORY BLDG-B
S202D
ROOF FRAMING PLAN - DORMITORY BLDG-B
S303D
EXTERIOR STRUCTURAL ELEVATIONS_- DORMITORY BLDG-B
S304D
EXTERIOR STRUCTURAL ELEVATIONS - DORMITORY BLDG-B
S306D
FRAMING SECTIONS - DORMITORY BLDG "B"-
S309D�
AHU-A2 STRUCTURAL PLANS AND DETAILS - DORM "B"
S310D
AHU-A2 STRUCTURAL PLANS AND DETAILS - DORM "B"
„
S401D
FOUNDATION DETAILS
T
_
S403D
S501D
CANOPY DETAIL - DORMITORY BLDG-Bf!
TYPICAL MASONRY DETAILS_ -
S601D
TYPICAL WOOD DETAILSROOF __ _
i�,
MF('l4ANr('AI
MOOID LEGEND, SYMBOLS, AND NOTES - MECHANICAL__��
M202D DORMITORY BUILDING "B" - MECHANICAL PLAN
M301D DETAILS - MECHANICAL
j
M402D SCHEDULES -MECHANICAL -DORM "B"
PI I IMRTN(,
P001D LEGEND, SYMBOLS, AND NOTES - PLUMBING_
P202D DORMITORY BUILDING "B" - PLUMBING PLAN
P302D IPIUMBING RISER DIAGRAMS - DORM "B"
E001D LEGEND.,. SYMBOLS, AND NOTES - ELECTRICAL
E002D
..,
.;��FECI CATI FI NS -ELECTRICAL S0
E302D RISERS, DETAILS AND PANEL SCHEDULES - DORM "B
EL202D DORMITORY BUILDING "B"- LIGHTING PLAN V� V--
EP202D DORMITORY BUILDING "B" - POWER PLAN
FrPF PPnTF(TTON
F-POOIDGS, SYMBO
LS, AND
--N—D NOTES - PLUMBING
FP202DD DORMITORY „B„BUILD G- FIREPRO PROTECTION
PLAN
—
T INDEX10 L
I = sheet submitted (with revisions)
❑ = sheet submitted (without revisions)
X = sheet removed
I I I
#
F
DESCRIPTION �—
ISSUED`TO
DATE
ABBREVIATED
DETAILED
3
BID SET
100% BID SET OWNER -___
OWNER
2017 JUNE 30
4
100% CD PERMIT SET
100% CD PERMIT SET
OWNER
2017 AUG 21
5
PERMIT COMMENTS
PERMIT COMMENT RESPONSE e
CITY OF SANFORD
2017_OCT 24
6
VE & FIELD COND.
REVISIONS
VE & FIELD COND. REVISIONS
_
CITY OF SANFORD,
2018 JAN 30
7
VE & GC REVISIONS
VE & GC REVISIONS
CITY OF SANFORD
2018 MARCH02
#
DATE TM
DESCRIPTIONI
3
2017 JUNE 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
5
2017 OCT 24
PERMIT COMMENTS
6
2018 JAN 30
VE & FIELD COND. REVISIONS
7
2018 MARCH
02
VE & CC REVISIONS
,,, tli,. NOT BE RESPONSIBLE FOR DELAYS CAUSED BY THE CONTRACTOR'S FAILURE TO PLAN.
CONTACT PERSON: i
drawing info
Brian Walsh C O N r R U C T 101A I i N r E s R A.1 F D s E R V I r r: S 'THE ARCHITECTURAL SHOP DRAWINGS REQUIRED ARE AS FOLLOWS:
bwalsh@collage-usa.com PROJECT It : 16126
www.collage-usa.corn 1. STOREFRONT SYSTEMS
t: 407-829-2257 2. METAL AWNINGS3. DRAWN BY : AO, KM
f: 407-829-2258 4, MILWORK ACCESS PANELS
OFFICHECKED BY: RS
5. WATERPROOFING
i�!`hii `f_i�r4i'_ ��I-LD "`i--��a_-Di111al-QU 6, EXTERIOR WINDOWS AND DOORS sheet number
c 7. ROOF TRUSSES COVER SHEEP - DORM 'B
A Pf.T thAl'i' I� al i1=1) SFIALL BE CONST{ tUEO TO BE A 8 PLUMBING FIXTURES
LI(:(il'd'r3t? 'rO PFtc )CE:[:D WI'fl l THE WORK AND NOT AS
AUIH(:)F2Ii'( I'O VIOLATE, CANGEL,L i GH I.0 9. LIGHTING FIXTURES
A`=11t>i_ AI I'( UI: TFIE PROV1�31UNS OF'rHETEO �T?!L(3AL I0. BATHROOM ACCESSORIES PERMIT'
G, hiO; t "14ALL ISSUANGE OF A PEFlMI'f PREVENT 11. RESTROOM ACCESSORIES
THE:. BUILDING OFFICIAL FROM'fHNTIEAF"TER 1"L. FIRESTUP SYSTEMS
RE(:EUIRING' A C()T({ZEc� PION OF NiC, O T IN PLANS, 13. FLOORING & UNDERLAYMENT .nnnR
LONS RUCTION OR VIULA'1'10N OF THIS CODE 14, INSULATION
15. EXTERIOR SIDING
REFER TO OTHER DISCIPLINES' DRAWINGS FOR ADDITIONAL SUBMITTAL REQUIREMENTS.
THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
IF THIS SHEET DOES NOT MEASURE TO 24 x 36, fT HAS BEEN €NiAr,,,RGED OR REDUCED. ADJUST SCALE ACCORDINGLY,
THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NO.F BE SEPARATED
ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
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1 EXTERIOR PAINT TO INCLUDE M1 ADDITIVE TO PREVENT
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2 PAINT SHALL BE SHERWIN WILLIAMS 25 YR SUPER PAINT OR
APPROVED EQ.
3 ALL METAL PAINT TO BE ENAMEL BASE.
4 CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL EXTERIOR
LIGHT FIXTURES PRIOR TO PURCHASE AND INSTALLATION FOR
APPROVAL BY ARCHITECT AND OWNER. LIGHT FIXTURE
INSTALLATION TO COMPLY W/ APPLICABLE ADA GUIDELINES.
5 CONTRACTOR TO PAINT ALL EXPOSED PIPES, CONDUCTS,
DISCONNECTS & JUNCTION BOXES TO MATCH ADJACENT
SURFACE.
6 CONTRACTOR TO PROVIDE FOR COMPONENTS AND CLADDING A
NOTICE OF ACCEPTANCE FROM STATE OF FLORIDA AND SHOP
DRAWINGS FOR APPROVAL BY ARCHITECT, ENGINEER, AND
COUNTY PRIOR TO ORDERING AND CONSTRUCTION.
7 ELEVATION HEIGHTS ARE FOR REFERENCE ONLY TO THE
ARCHITECTURAL DRAWINGS. SEE CIVIL FOR ACTUAL FLOOR
HEIGHT ABOVE SEA LEVEL. CONTACT ARCHITECT OF RECORD IF
HEIGHTS DIFFER;
8 NO SIGNAGE IS INCLUDED IN THIS PACKAGE. SIGNAGE SHOWN
FOR REFERENCE ONLY, ALL SIGNS MUST BE PERMITTED
SEPARATELY,
9 COLOR SAMPLES TO BE APPROVED BY OWNER BEFORE
APPLICATION.
10 ELEVATION HEIGHT 0'-0" IS FOR REFERENCE ONLY. SEE CIVIL
FOR ACTUAL FINISHED FLOOR HEIGHT.
11 DO NOT TRANSITION PAINT COLORS ON AN EXTERIOR CORNER.
ALL COLOR CHANGES SHOULD BE AT INTERIOR CORNERS, UNO.
CONTACT ARCHITECT IF A CONFLICT OCCURS.
12 LOUVERS AND PANEL FRONTS SHALL BE SPRAY PAINTED TO
MATCH ADJACENT SURFACES, INCLUDING FACTORY FINISHED
II -EMS, UNO. BRUSH PAINTING OF THESE ITEMS WILL NOT BE
PERMITTED.
13 PAINT ALL EXPOSED EDGES OF TRIM, INCLUDING EDGES.
14 WHERE COLOR IS SHOWN AS BEING SPECIFIC TO ONE
MANUFACTURER, AN EQUIVALENT COLOR BY ANOTHER
MANUFACTURER MAY BE SUBMITTED FOR APPROVAL,
MANUFACTURERS AND MATERIALS SPECIFIED ARE NOT
INTENDED TO LIMIT THE SELECTION OF EQUAL COLORS AND
PERFORMANCE FROM OTHER MANUFACTURERS.
KEN"NOTE LEGEND
-':
.;N
4-4
8" CMU (SEE STRUCTURAL)
7-52
ASPHALT SHINGLE ROOFING
7-55 -
STANDING SEAM METAL ROOF
8-1 -_
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8-4 _
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9-51
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-
ELASTOMERIC PAINT FINISH
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10-18
»
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22-24
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5
PRIOR TO TEXTURED PAINT FINISH.
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RUSS BRNG
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Scott + Cormia Architecture and Interiors, LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t.407-660-2766 AA26002980
f. 407-875-3276
www.scottcorrnia.com
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2018 MARCH 02
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specifications are in compliance with the
a lice la ildin c es
P
b bu od
p 9
s
# DATE
DE5CRIP7ION
3
_
_2017 JUNE 30
BID SET
4
2017 AUG 21
IUU% CD PERMIT SET
7
20180 ARCH
VE & GC REVISIONS
drawing info
+0 PROJECT # : 16126
LEVEL 1 DRAWN BY: AO, KM
CHECKED BY : RS
sheet number
EXTERIOR ELEVATIONS - DORMITORY
BLDG "B"
0 awe"
IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY
THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NO-f LIE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET:
EACH CON TRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
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MILDEW AND FUNGUS GROWTH.
2 PAINT SHALL BE SHERWIN WILLIAMS 25 YR SUPER PAINT OR
APPROVED EQ,
3 ALL METAL PAINT TO BE ENAMEL BASE.
4 CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR ALL EXTERIOR
LIGHT FIXTURES PRIOR TO PURCHASE AND INSTALLATION FOR
APPROVAL BY ARCHITECT AND OWNER. LIGHT FIXTURE
INSTALLATION TO COMPLY W/ APPLICABLE ADA GUIDELINES.
5 CONTRACTOR TO PAINT ALL EXPOSED PIPES, CONDUCTS,
DISCONNECTS & JUNCTION BOXES TO MATCH ADJACENT
SURFACE.
6 CONTRACTOR TO PROVIDE FOR COMPONENTS AND CLADDING A
NOTICE OF ACCEPTANCE FROM STATE OF FLORIDA AND SHOP
DRAWINGS FOR APPROVAL BY ARCHITECT, ENGINEER, AND
COUNTY PRIOR TO ORDERING AND CONSTRUCTION,
7 ELEVATION HEIGHTS ARE FOR REFERENCE ONLY TO THE
ARCHITECTURAL DRAWINGS, SEE CIVIL FOR ACTUAL FLOOR
HEIGHT ABOVE SEA LEVEL. CONTACT ARCHITECT OF RECORD IF
HEIGHTS DIFFER.
8 NO SIGNAGE IS INCLUDED IN THIS PACKAGE. SIGNAGE SHOWN
FOR REFERENCE ONLY. ALL SIGNS MUST BE PERMITTED
SEPARATELY.
9 COLOR SAMPLES TO BE APPROVED BY OWNER BEFORE
APPLICATION.
10 ELEVATION HEIGHT 0'-0" IS FOR REFERENCE ONLY. SEE CIVIL
FOR ACTUAL FINISHED FLOOR HEIGHT.
11 DO NOT TRANSITION PAINT COLORS ON AN EXTERIOR CORNER.
ALL COLOR CHANGES SHOULD BE AT INTERIOR CORNERS, UNO.
CONTACT ARCHITECT IF A CONFLICT OCCURS.
12 LOUVERS AND PANEL FRONTS SHALL BE SPRAY PAINTED TO
MATCH ADJACENT SURFACES, INCLUDING FACTORY FINISHED
ITEMS, UNO. BRUSH PAINTING OF THESE ITEMS WILL NOT BE
PERMITTED.
13 PAINT ALL EXPOSED EDGES OF TRIM, INCLUDING EDGES.
14 WHERE COLOR IS SHOWN AS BEING SPECIFIC TO ONE
MANUFACTURER, AN EQUIVALENT COLOR BY ANOTHER
MANUFACTURER MAY SUBMITTED FOR APPROVAL.
MANUFACTURERS AND MATERIALS SPECIFIED ARE NOT
INTENDED TO LIMIT THE SELECTION OF EQUAL COLORS AND
PERFORMANCE FROM OTHER MANUFACTURERS.
KETNUTE
r
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8" CMU (SEE STRUCTURAL)
5-26
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9-51
ELASTOMERIC PAINT FINISH
9-c 9
10-18
1 16 I R E ENT FAS IA -^—I
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ZUSS I
Scott + Cormia Architecture and Interiors, LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
1.407-660-2766 AA26002980
f. 407-875-3276
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To the es r best of our knowledge, belief and
professio
nal judgement, these
h se fans n
P 9
and
J , P
specifications are in compliance with the
applicable building codes.
s u b m i s s i a n s
#
DATE
DESCRIPTION
3
2017 JUNE 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
7
2018 MARCH
VE & GC REVISIONS
+ 1^ ❑ .
LEVEL drawing info
PROJECT # : 16126
DRAWN BY: A0, KM
CHECKED BY: RS
sheet number
EXTERIOR ELEVATIONS - DORMITORY
BLDG "B"
IF -PHIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
IF THIS 9H€€T DOES NOT MEASURL TO 24 x 36, IT HAS BFIN €NLAaGED OR REDUCED. ADJUST SCALE ACCORDINGLY.
THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED
ALWAYS REFER TO THE LATEST DRAWING SET.
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
2
0 0 1 _
PRE-ENGINEERED WOOD ROOF OVERHANG
o m TRUSSES W/ SLU('ED TOP ASPHALT SHINGLE ROOFING
o � CHORD (BY SI'ECIALTY— I -- APPROVED UNDERLAYMENT
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DATE
DESCRIPTION
2
JUNE 02
_
50% DD SET
3-
_2017
2017 JUNE 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
7
2018 OMARCH
VE & GC REVISIONS
drawing infe
PROJECT # : 16126
DRAWN BY: AO, KM
CHECKED BY: RS
sheet num er
WALL SECTIONS
- _ +12
BO TRUSS BRNG
3 4" DIA. THROUGH BOLTS,
SEE STRUCTURAL
COL. CAP PLATE, 3/8" THICK
SHOP WELDED ALL AROUND
(TYP.). SEE STRUCTURAL
ROOF METAL DECK SHELF.
SEE STRUCTURAL
14 GA. CLOSURE PLATE. SEE
STRUCTURAL
Scott + COrrnia Architecture and Interiors, LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t. 407-660-2766 AA26U0298U
f. 407-875-3276
www.scottcori,nia.com
wpynphl LU11 Ni RiUht: Rw A
project
A
WALL MSECTION 104074ES
1 STRUCTURAL ELEMENTS SHOWN FOR REFERENCE ONLY. SEE
STRUCTURAL DRAWINGS FOR MORE INFORMATION.
2 ELEVATION HEIGHT 0'-0" IS FOR REFERENCE ONLY. SEE CIVIL
FOR ACTUAL FINISHED FLOOR HEIGHT.
F 0 r Z'
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3-1
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4-6
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5-4
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2018 MARCH 02 -
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5-4
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429 S. Keller Road, Suite 200
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CY i/ PROOF SEALED PRIOR TO /I
PRIOR TO TEXTURED PAINT 2018 MARCH 0"2
TEXTURED PAINT FINISH. ; : �, - I//
--�
ELASTOMERIC PAINT TO BE < j J FINISH. ELASTOMERIC
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SPECIFIED. -j iii PAINT TO BE SPECIFIED.knowledge,
C :,� STRUCTURAL) = C_ -� _-_ / �. To the best of our belief and
STRUCTURAL) C /� C_ professional judgement, these plans and
specifications are in compliance with the
applicable building codes.'
submissions
C - WALKWAY # DATE _ DESCRIPTION
3 2017 JUNE 30 BID SET
4 201/ AUG 21 100% CD PERMIT SEC
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5 DETAIL REMOVED
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429 S. Keller Road, Suite 200
Orlando, Florida 32810
t.407-660-2766 AA26002980
f. 407-875-3276
www.scutLcormia.com
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FL. REG. #�AR0008232
2018 MARCH 02
To the best of our knowledge, belief and
professional judgement, these plans and
specifications are in compliance with the
applicable building codes.
submissions
#
DATE_
DESCRIPTION
3
2017 JUNE 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
7
2018 U2 RCH
VE & GC REVISIONS
drawing info
PROJECT # :
16126
DRAWN BY:
AO, KM
CHECKED BY :
RS
sheet number
CORRUGATED METAL CLADDING
DErAILS
IF 1 111J 1)r1CC 1 UUCJ Plu I 1'ICF\1)UKC 1 V L`t X JV, 11 rlF\J DCCIV LIVL7IKULU UK KCUUI.CU. AUJUJ I JI.ALC AIA-1,)KUIIVULT. I MR:) WILL I 1�) YAK I Ur' I rtt UUWIvItIN I St I AIVU SHUULU NU I bt StNAKA I W. ALWAYS KLI-LK I U I HL LA I LS I UKAWING SL 1. EACH CON TRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
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.QTY DESCRIPTION CATALOG NUMBER FINISH MR1ER
SIZE DETAILS LOUVER RATING HARDWARE THRESHOLD COMMENTS
minutes) HARDWARE SET #1 (STOREFRONT ENTRY DOOR)
TYPE MAIL W I H TYPE MATL HEAD JAMB ITHRESHOLD SIZE TYPE THICKNESS SIZE � SET
201
202
DT4.2
DT1.1
HM
HM
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7'-0"
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DORMITORY ENTRY
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HM
T-0"
7'-0"
1 3/4"
FR-2
HM
6/A8O1B
5/A801B
4/A8O1B
--
--
--
24"x24"
0
Yes
MECH ROOM
204
DT1.1
HM
3'-0"
7'-0"
1 3/4"
FR-1
HM
3/A801B
2/A801B
1/A801B
--
--
_ -- _
--
0
No
DORMITORY ENTRY
205
DT1.1
HM
3'-0"
T4.
1 3/4"
FR-1
HM
3/A801B
2/A801B
I/A801B
--
--
--
--
0
No
DORMITORY ENTRY
206
DTIA
HM
T-0"
7-0"
1 3/4"
FR-1
HM
3/A801B
2/A8O1B
I/A801B
--
--
--
--
0
No
INTERN'S ROOM —
207
DTIA
HM
3'-0"
7'-0"
1 3/4"
FR-1
HM
3/A801B
2/A8O1B
1/A801B
--
--
-
--
-
--
- 0
No
-
-
COUNSELOR'S ROOM - -
208
209
DT1.1
DTIA
HM
HM
T-0"
3'-0"
7'-0"
7'-0"
1 3/4"
1 3/4"
FR-1
FR-1
-
HM
HM
3/A8O1B
3/A801B
2/A801B
2/A801B
1/A801B
1/A801B
--
--
--
--
--
--
--
--
0
0
No
Yes
PRIVATE BATH
RESTROOM & SHOWERS
210
DT1.1
HM
T-O"
7'-0"
1 3/4"
FR-1
FIM
3/A801B
2/A801B —
1/A8O1B
--
--
--
_ --
0
Yes
LAUNDRY ROOM
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WATERPROOF SEAL BLOCK
W/ ELASTOMERIC PAINT
FINSIH
SEE STRUCTURAL DWGS
FOR LINTEL
SEE SCHEDULES AND/OR
INTERIORS DWGS FOR
INTERIOR FINISHES
CONTINUOUS CLEAR
a J/4" ' - SILICONE SEALANT
`. METAL RAIN DRIP (EXTEND
BEYOND SIDES OF DOOR AND
r PAINT •TO MATCH DOOR FRAME)
GROUT FILLED DOOR FRAME
AS SCHEDULED
DOOR AS SCHEDULED
DOOR AT CMU WALL - HEAD DETAIL
SCALE: 3" = V-0"
L_i
d• s °
y ° a.° a
Q
:-
WATERPROOF SEAL BLOCK
W/ ELASTOMERIC PAINT
FINSIH
7
- CONTINUOUS CLEAR
SILICONE SEALANT
- DOOR AS SCHEDULED
GROUT FILLED DOOR FRAME
AS SCHEDULED
MASONRY ANCHORS AS PER
NOTICE OF ACCEPTANCE (SEE
TYP HM DETAILS THIS SHEET)
REINF CMU FILL CELL
(SEE STRUCTURAL DWGS)
` SEE SCHEDULES AND/OR
INTERIORS DWGS FOR
INTERIOR FINISHES
DOOR AT CMU WALL - JAMB DETAIL
SCALE: 3" = V-0"
GROUT -FILLED DOOR FRAME
AS SCHEDULED (BEYOND)
op
DOOR AS SCHEDULED
�- -
WEATHER SEAL
SLOPE EXTERIOR CONCRETE
AWAY FROM BUILDING AS
PER CIVIL DWGS
° . • °
CONTINUOUS CLEAR SILICONE
SEALANT EACH SIDE
d=•'
ADA COMPLIANT ALUMINUM
'
THRESHOLD SET IN CONTINUOUS
-
BED OF SEALANT W/ TAP CONS AS
"a -
PER NOTICE OF ACCEPTANCE
"
-,•
INTERIOR FLOOR FINISH AS
"
°' a
SCHEDULED
d
1/2" EXPANSION JOINT W/
d ,
SEALANT, BACKER ROD, AND
COMPRESSIBLE FILLER
NOTE: GENERAL CONTRACTOR TO COORDINATE CONCRETE AND DOOR
HARDWARE SUBCONTRACTORS AND ADJUST SLAB STEP DOWN LOCATION
DOOR AT CMU WALL - THRESHOLD DETAIL
INTERIOR HEAD DETAIL
SCALE: 3" = V-0"
INTERIOR JAMB DETAIL
SCALE: 3" = 1'4'
GWB EACH SIDE OF STUD
(USE MOISTURE -RESISTANT
GWB ON RESTROOM SIDE)
RE: WALL TYPE SCHEDULE
SEE PLAN FOR INSULATION
LOCATIONS
GALV METAL STUD FRAMING
KNOCK DOWN FRAME
W/ MIN 3 ANCHORS
DOOR AS SCHEDULED
GWB EACH SIDE OF STUD
(USE MOISTURE -RESISTANT
GWB ON RESTROOM SIDE)
RE: WALL TYPE SCHEDULE
SEE PLAN FOR INSULATION
LOCATIONS
DOOR AS SCHEDULED
GALV METAL STUD FRAMING
KNOCK DOWN FRAME
W/ MIN 4 ANCHORS
KNOCK DOWN FRAME W/
MIN 4 ANCHORS PER JAMB
DOOR AS SCHEDULED
TRANSITION STRIP
INTERIOR FLOOR FINISH
AS SCHEDULED
INTERIOR THRESHOLD DETAIL
SCALE: 3" = V-0" SCALE: 3" = V-0"
IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY.
1 SET
HINGE
SINGLE ACTING OFFSET PIVOT HINGES
1 EA
CLOSER
1605 SURFACE CLOSER
NORTON
1
THRESHOLD
4" EXTRUDED ALUMINUM MILL FINISH (FOR
OFFSET PIVOT AND OVERHEAD CLOSER)
_
1
LOCK ~
MS+1890 DEADLOCK / LATCH
COMBINATION
ADAMS RITE
_
1
LATCH
4590 LATCH PADDLE DEVICE
ADAMS RITE
1
STRIKE
STANDARD LATCH STRIKE AS REQUIRED
ADAMS RITE
1
_
CYLINDER
(7PIN) MORTISE
MATCH DOOR —
SCHLAGE
1 EA
PUSH & PULL
CP ii DOOR PUSH & CO-9 PULL
CLEAR ANODIZED
-
1 EA
WEATHER PROTECTION
WEATHERING SYSTEM AND EPDM BLADE
SURFACE ATTACHED SWEEP STRIP
SEALAIR
HARF)WARF SFT 1t? (FXTFR1()P F)OOR)
1 1%2
PAIR
HINGE
4 1/2 " x4 1/2 " BU TT FULL MORTISE
HINGES NO. BB1191
US26D
HAGER
1 EA
_
LOCKSET
AL SERIES SINGLE ACTING LEVER W/ KEY
LOCK HEAVY DUTY
_
SCHLAGE
1 EA
_
CLOSER
LCN NO. 4040 MOUNTED 1N ROOM
US26D
_
_
1 SET
_
WEATHERSTRIP
1 EA
ALUMINUM RAIN DRIP
810S
HAGER N
1 EA_
_
ALUMINUM THRESHOLD
_ _
1 EA
EXIT DEVICE
PANIC EXIT DEVICE - 98 SERIES
US28
VON DUPRIN
HARDWARE SET #4 (RESTROOM DOOR - FAMILY)
3 EA HINGE 5BB.1 4.5 X 4.5 NRP US26D IVES
1 EA PRIVACY LOCK 17301S DANE_ US26D FALCON
1 EA_ SURFACE CLOSER SC71 REG OR PA 689 FALCON
1 EA FLOOR STOP _FS13 US26D IVES
3 EA� SILENCER ISR64 GRAY IVES
HAROWARF SFT IkS (RFS-FROOM DOOR)
3 EA HINGE 5BB1 4.5 X 4.5 NRP US26D IVES
1 EA PUSH/PULL PLATE 8303-0 — US28 IVES
1 EA SURFACE CLOSER S_C71 REG OR PA 689 FALCON _
1 EA FLOOR STOP FS13 US26D — IVES —
3 EA SILENCER ISR64 GRAY IVES
HARDWARE SET #6 (OFFICE DOOR)
3 EA HINGE 5BB1 4.5 X 4.5 NRP US26D — IVES —
1 EA ENTRY/OFFICE LOCK T511P6 DANE US26D FALCON
1 EA FLOOR STOP FS13 _ US26D IVES
3 EA SILENCER _ SR64 GRAY IVES
HARDWARE SET #7 (PASSAGE DOOR)
3 EA HINGE 5BB1 4.5 X 4.5 NRP US26D IVES
1 EA_ PASSAGE SET T1O1S DANE _ US26D FALCON
1 EA_ FLOOR STOP FS13 US26D IVES —
3 EA SILENCER SR64 GRAY IVES
RE: SCHEDULE
W
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0
W
2
U
ui
WHERE OCCURS; RE: SCHEDULE
1 DOOR FIRE RATING BASED ON FBC-B TABLE 716.5.
2 VERIFY ALL DIMENSIONS IN FIELD PRIOR TO GENERATING SHOP
DRAWINGS.
3 DOOR FRAMES SHALL BE SECURED RIGIDLY IN PLACE AND
BRACED TO FLOOR AND STRUCTURE ABOVE TO PREVENT BREAK
OUT TO PARTITIONS.
4 DOORS SHALL OPERATE FREELY WITFIOUT BINDING,
5 SEE PLAN FOR DOOR SWING DIRECTIONS.
6 DOUR UNDERCUTS SHALL BE KEPT TO A MINIMAL DIMENSION
AND SHALL BE UNIFORM THROUGHOUT PROJECT, UNO.
7 DOOR FRAME THICKNESS SHALL FIT WALL THICKNESS,
CONTRACTOR TO VERIFY WALL THICKNESS IN FIELD &
COORDINATE WITH SUPPLIER AND ARCHITECT.
8 ALL GLAZING SHALL COMPLY W/ THE FLORIDA PRODUCT
CONTROL NOTICE OF ACCEPTANCE.
9 ALL GLAZING TO BE IMPACT GLAZING AND TEMPERED PER
NOTICE OF ACCEPTANCE FOR WIND LOADING.
10 ALL STOREFRONT EXIT DOORS TO HAVE DECAL STATING: "THIS
DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED"
(FBC-B 1008.1.9.3 #2.2).
14 ALL EXTERIOR HOLLOW CORE METAL DOORS ARE TO BE
INSULATED. DOORS & FRAMES TO BE A MIN
A60-GALVANNEALED, PRIMED AND PAINTED PT-_.
15 WOOD DOORS TO BE SOLID CORE BIRCH.
17 DOOR FRAMES TO BE PAINTED OR PRE -FINISHED, PT-_.
18 REFER TO SHEET A8O1 FOR DOOR FRAME AND PANEL FINISHES.
20 DOOR HARDWARE SET NUMBERS MAY NOT BE CONSECUTIVE;
NOT ALL NUMBERS MAY BE USED,
21 CONFIRM ALL LOCKSETS AND DOOR OPERATIONS WITH TENANT
AND LANDLORD PRIOR TO ORDERING; PROVIDE SHOP
DRAWINGS FOR REVIEW.
22 CONTRACTOR SHALL COORDINATE KEYING OF LUCKS WITH
TENANT UPON SUBSTANTIAL COMPLETION OF .SPACE. BUDGET
FOR THIS FUNCTION SHALL BE INCLUDED IN INITIAL BIDS.
23 ALL KEYED LOCKS SUPPLIED ARE KEYED DIFFERENTLY. PROVIDE
2 SETS OF KEYS FOR EACH TENANT SPACE.
24 ALL HARDWARE SHALL BE UNLOCKED IN THE DIRECTION OF
EGRESS, REGARDLESS OF OTHER LOCK FUNCTIONS.
25 ALL DOOR HARDWARE TO HAVE "LEVER" TYPE HANDLES,
COMPLIANT WITH ADA.
26 ALL DOOR HARDWARE TO COMPLY WITH SECTION 7.2.1.5 OF
NFPA 101.
27 PROVIDE MANUAL FLUSH BOLTS ON INACTIVE LEAF OF ALL
DOUBLE DOORS. FINISH TO MATCH DOOR HARDWARE.
28 PROVIDE "T" ASTRAGAL ON ALL DOUBLE DOORS. FINISH TO
MATCH DOORS.
29 CONTRACTOR TO COORDINATE THE ELECTRICAL AND LOW
VOLTAGE NEEDS FOR ALL EXTERIOR / SUITE DOORS FOR ACCESS
CONTROL, ELECTRIC STRIKES AND SECURITY DEVICES.
30 REINFORCE WALL AT STUDS FOR WALL STOP, A5 NEEDED.
31 ALL EXTERIOR HULLOV�1 CORE METAL DOORS ARF_ TU BE
INSULATED. DOOR AND FRAME TO BE SHOP PRIMED AND
PAINTED,
32 ALL DOORS AND HARDWARE TO COMPLY WITH THE FLORIDA
ACCESSIBILITY CODE.
33 ADJUST ALL INTERIOR CLOSERS TO HAVE A MAX OPENING FORCE
OF 5 LBS.
34 ADJUST ALL EXTERIOR CLOSERS TO HAVE A MAX OPENING
FORCE OF 8 LBS.
35 CAULK DOOR JAMBS AND HEADS AT DOORS LOCATED IN SOUND
INSULATED WALLS.
RE: SCHEDULE
DT1.1 DT4.2
DOOR LEGEND
FR-1 FR-2
FRAME LEGEND
ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
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ARO008232 `
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. Scott, AIA
FL. REG. 1 AROOO8232
2018 MARCH 02
To the best of our knowledge, belief and
professional judgement, these plans and
specifications are in compliance with the
applicable building codes.
submissions
#
DATE
3
2017 JUNE 30
DESCRIPTION
BID SET
4
2017 AUG 21
100% CD PERMIT SET
7
2018 OL MARCH
VE & GC REVISIONS
drawing info
PROJECT # : 16126
DRAWN BY: AO, KM
CHECKED BY: RS
sheet number
DOOR & HARDWARE SCHEDULES AND
NOTES - DORM "B"
THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED
IF THIS SHEET- DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY
THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED
ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
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WINDOW SCHEDULE
TYPE
DESCRIPTION
ROUGH OPENING
SILL
DETAILS
FRAME TYPE
GLAZING TYPE COMMENTS
ROUGH
ROUGH
HEIGHT
HEAD
JAMB
SILL
WIDTH
HEIGHT
W1 FIXED 3'-4" '2'-0" 64" F
W2 FIXED 4'-0'- 4'-0"
ROUGH OPENING
SEE SCHEDULE
WINDOW LEGEND
W-1
W
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w
U
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W
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SEE SCHEDULE
W-2
6 DETAIL REMOVED
DETAIL REMOVED
DETAIL REMOVED
WATERPROOF SEAL BLOCK W/ -�
ELASTOMERIC PAINT FINSIH
SEALANT
.050 GA ALUM "Z" FLASHING,
CONTINUOUS UNDER ALL
WINDOW SILL & VERTICAL
MULLION FRAMING
HEAD DETAIL=
SCALE: 3" = 1'-0"
JAMB_ DETAIL
SCALE: 3" = V-0"
WINDOW (PER SCHEDULE)
SEALANT, FULL PERIMETER
OF WINDOW FRAME
.050 GA ALUM "Z" FLASHING,
CONTINUOUS UNDER ALL
WINDOW SILL & VERTICAL
MULLION FRAMING
SLOPE SILL AWAY FROM
BUILDING
SEALANT —
WATERPROOF SEAL BLOCK W/
ELASTOMERIC PAINT FINSIH —
SILL. DETAIL
SCALE: 3" = P-O"
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WrrH ALL OTHER TRADES.
I
I FIELD VERIFY ALL DIMENSIONS.
2 ALL GLAZING SHALL BE CLEAR, TEMPERED GLASS UNO.
3 FIELD VERIFY ALL DIMENSIONS BEFORE FABRICATION.
1
s
GWB
RE: WALL TYPE SCHEDULE
SEE STRUCTURAL DRAWINGS
FOR LINTEL
1-1/2 Z CHANNEL
1" RIGID INSULATION
SEALANT, FULL PERIMETER
OF WINDOW FRAME
WINDOW AS SCHEDULED
urw DLVI,f\ rL:m ) I mvkl i
SEALANT, FULL PERIMETER
OF WINDOW FRAME
INTERIOR SILL
P.T. BLOCKING
GWB
RE: WALL TYPE SCHEDULE
1-1/2" Z CHANNEL
1" RIGID INSULATION
CMU BLOCK PER STRUCT.
I
Scott + Cormia Architecture and Interiors, LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t.407-660-2766 AA26002980
f. 407-875-3276
www.scottcormia.com
U w yd!�'t 2017 M WghU R—W
project
s e a
.i pAONO
sF �. A, 1
, AIZ000S232
R
1
R y n L e, AIA
F REG. AR0008232
2018 MARCH 02
To the best of our knowledge, belief and
professional judgement, these plans and
specifications are in compliance with the
applicable building codes.
submission r
#
DATE
DESCRIPTION
2
2017 JUNE 02
50% DD SET
3
2017 JUNE 30
BID SET
4
2017 AUG 21
_
100% CD PERMIT SET
7
_
2018 OMARCH
VE & GC REVISIONS
drawing info
PROJECT 1t : 16126
DRAWN BY: AO, KM
CHECKED BY: RS
sheet number
WINDOW SCHEDULE, DETAILS & LEGEND
IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY
I HIS SHLL I IS PAR I OF I HL UUCUMLN 15L I ANU SHUULU NU I bt: t)t1'AKA I tU.
ALWAYS REFER TO THE INFEST DRAWING SET
IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY
THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE
SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET.
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
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TOP OF FLASHING ROLLED
INTO PIPE APPROX I"
SOFT METAL PIPE FLASHING
PLUMBING VENT STACK
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AT PENETRATION TO
MEMBRANE JUNCTURE
6" MIN. FLANGE
1 \
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IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
1 IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO
VERIFY ALL WATERPROOFING AND FLASHING CONDITIONS. IF
THERE IS NOT A DETAIL FOR THE WATERPROOFING CONDfrION,
IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO
CONTACT THE ARCHITECT OR WATERPROOFING CONSULTANT
PRIOR TO CONSTRUCTION.
2 ALL EXPOSED LUMBER SHALL HAVE WATERPROOFING.
3 IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO
INSTALL ALL WATERPROOFING MATERIALS PER
MANUFACTURER'S REQUIREMENTS.
4 IF THERE IS A CONFLICT BETWEEN CONSTRUCTION DOCUMENTS
AND CONSTRUCTION CONDITIONS IT'IS THE RESPONSIBILITY OF
THE GENERAL CONTRACTOR TO CONTACT THE ARCHITECT.
5 iT IS RECOMMENDED THAT THERE BE A PRE -CONSTRUCTION
MEETING FOR WATERPROOFING.
6 ALL SEALANTS, MASTICS, MEMBRANES, CONCRETE, METAL, ETC.
SHALL BE COMPATIBLE FOR INSTALLATION TOGETHER WITHOUT
FAILURE. VERIFY WITH ALL MANUFACTURERS.
7 PROVIDE PRE-FAB FLASHING BOOT WITH RUBBER GASKET
CENTER ALL DRYER VENT EXHAUST AND CONDENSATE PIPING
WALL PENETRATIONS, THEN TAPE BOTTOM, SIDES, AND TOP
EDGES.
8 PROVIDE KICK -OUT FLASHING AT BOTTOM OF SLOPED ROOF /
WALL INTERSECTIONS TO DIVERT WATER AWAY FROM FACE OF
WALL.
Scott + Corrnia Architecture and Interiors, LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t.407-660-2766 AA26002980
f. 407-875-3276
www.scottcormia.com
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2018 MARCH 02
To the best of our knowledge, belief and
professional judgement, these plans and
specifications are in compliance with the
applicable building codes.
submissions
#
DATE
DESCRIPTION
3
2017 JUNE 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
7
2018 MARCH
VE & GC REVISIONS
drawing info
PROJECT # : 16126
DRAWN BY: AO, KM
CHECKED BY: RS
sheet number
WATERPROOFING DETAILS
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Scott + Cormia Architecture and Interiors,
LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t.407-660-2766 AA26002980
f. 407-875-3276
p Cupyri°ht 2°17 NI Rights
Structural
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International Building Consultants E
Engineering Design Seruices inc.
2295 S. Hiawassee Road, Suite 411
Orlando, Florida 32835
D. 407-826-1000
C. 407-312-9585
project
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Hasan S. Arouri
FL, LIC. # 53319
2018 MARCH 02
To the best of our knowledge, belief and
professional judgement, these plans and
specifications are in compliance with the
applicable building codes.
submissions
# F DATE
� i)ESC�Pi10N v.._._..._
1
2017 APR 26
SCHEMATIC DESIGN SET
2
2017 JUN 02
50% DD SET
3
2017 JUN 30
_
BID SET
4
2017 AUG 21
100% CD PERMIT SET
7
20180MARCH
VE & GC REVISIONS
IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY
THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET.
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
IF THIS SHEET DOES NOT MEASURE TO 24 X 26, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY
THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED.
ALWAYS REFER TO THE LATEST DRAWING SET
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
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THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED, ALWAYS REFER TO THE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
T.O. WALL
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Scott + Cormia Architecture and Interiors,
LLC
429 S. Keller Road, Suite 200
Orlando, Florida 32810
t.407-660-2766 AA26002980
f. 407-875-3276
(9 COPyi9ht 2017 NI Wgbts
Structural
I;
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9
International Building Consultants d
Engineering Design Serulces Inc.
2295 S. Hiawassee Road, Suite 411
Orlando, Florida 32835
D.407-826-1000
C. 407-312-9585
project
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Hasan S. Arouri
FL, LIC. # 53319
2018 MARCH 02
To the best of our knowledge, belief and
professional judgernent, these plans and
specifications are in compliance with the
applicable building codes.
submissi®ns
# DATE DESCRIPTION
1
2017 APR 26
SCHEMATIC DESIGN SET
2
2017 JUN 02
50% DD SET
3
2017 JUN 30
BID SET
4
2017 AUG 21
100 o CD PERMIT SET
7
2018 ZARCH
VE & GC REVISIONS
Oil
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dreaming infra
PROJECT .# : IBG17017
DRAWN BY: WA
CHECKED BY: HSA
sheet number
EXTERIOR STRUCTURAL ELEVATIONS -
DORMITORY BLDG 'B"
IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY
IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY.
THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED, ALWAYS REFER TO THE LATEST DRAWING SET
ROOF SHEATHING, SEE PLAN
EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
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1/8" GAP AT PANEL EDGES
PLYWOOD 4'x8' SHEATHING
PANELS (MAX. 24" SPAN)
SEE PLAN
GALV. NAILS AT 12" O.C. -
FIELD MIN. (INTERMEDIATE
SUPPORTS) UNLESS A
STRICTER SPACING IS
INDICATED ON PLANS AND
DETAILS
1"
S601 D
0
PROVIDE SHEAR BLOCKS BETWEEN
TRUSSES. FASTEN SHEATHING TO BLOCKS
W/10d GALV. NAILS @ 6" O.C. MIN. (TYP.)
UNLESS A STRICTER SPACING IS INDICATED
ON PLANS AND DETAILS
CONNECT TO TRUSSES W/ SIMPSON A34
EACH END & CONNECT TO TOP OF CONC.
TIE BEAM PER (TRUSS BLOCKING DETAIL)
BOND BEAM OR TIE BEAM
(SEE PLAN & DETAILS)
ROOF NAILING PLAN W1 BLOCKING
3/8" =1'-0
SIMPSON'S GALV. HURRICAN
STRAP ANCHORS @ EA. SIDE
(TYP.) —
COUNTER SUNK 3/4" HILTI'S HIT
HY200 EPDXY ADHESIVE ANCHOR W/
6" EMBEDMENT @ 32" O.C.(TYP.)
(2)-2x4 BLOCK
(TYP.)
(2)-2x8 TOP PLATES W/
BUT. MOST 2x8 PRESSURE
TREATED (TYP.)
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�3�
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PRE-ENGINEERED
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NOT BY IBC
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PLYWOOD ROOF SHEATHING (SEE
GENERAL NOTES, TYP.) 2x4 HORIZ. BLOCKING
2x4 LOOKOUT @ (SEE ROOF FRAMING
24" O.C. (TYP.) PLAN, TYP.)
\ PRE-ENGINEERED
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TRUSSES
- - CROSS BRACING(SEE
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AND DETAIL 4/S601 D,
TYP.)
_ Z.
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BRIDGING (SSEEEE ROOF
(2)-2x4 LEDGER W/ FRAMING PLAN, TYP.)
P.T. 2x4 IN
CONTACT W/ CMU
WALL (TYP.)
TYP. END WALL SECTION
314" = 1'-011
ROOF SHEATHING - SEE PLAN -------------
FOR TRUSS CONNECTORS - SEE PLAN
PRE-ENGINEERED WOOD ROOF --
SCISSOR TRUSSES NOT BY IBC
AT 24" O.C. MAXIMUM
�4�
S601 D
REFER TO ARCH.-
3/4" = 1'-011
FINISHES, FLASHING,
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BY IBC
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16" DEEP CONT.
BB - SEE SHT.
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( \ --All S
8" THICK
CMU WALL
BOTTOM CHORD
LATERAL BRACING
NOT BY IBC
1 Od GALV. NAILS AT 6" O.C. AT PANEL
EDGES AND 6" O.C. @ DIAPHRAGM
BOUNDARIES & GABLE ENDS MIN.
UNLESS A STRICTER SPACING IS
INDICATED ON PLANS AND DETAILS
O
ROOF SHEATHING - SE
C)
(2) - 2x8
WOOD TOP
PLATES —
SHEAR BLOCK
(2)-3/4"0 HILTI KWIK BOLTS ---'
t�rT,n,rr61 ,nl/'\llfl Trll Innrn nnr rAl/�I�Irrl""irfl rtrl/lr n/+Innll rl
2x8 WOOD SHEAR BLOCK (TYP.)
2x8 WOOD TOP PLATE
ELEVATION VIEW
(2 TRUSS BLOCKING
S601D 314" =1'-0"
n�IMPSON A21 (TYP.) PROVIDE AT
)PPOSITE SIDE OF BRACE
;ONNECTION
1OOF SHEATHING SEE
'LAN
5)-10d BRACE TO
RUSS (TYP.)
'RE -ENGINEERED
:OOF TRUSSES NOT
;Y IBC AT 24" O.G.
1AXIMUM
'RUSS HEIGHT NOT
'0 SCALE
MINIMUM LATERAL RACING
REQUIREMENTS SHALL BE PER
HIB-91. TRUSS ENGINEER SHALL
VERIFY THAT MINIMUM BRACING
IS SUFFICIENT AND ADD
ADDITIONAL BRACING AS
REQUIRED.
5 CROSS BRACING DETAIL
S601 D 3/4" =1'-011
LATERAL BRACING
NOT BY IBC - SEE
NOTE BELOW
(3)-16d TO LATERAL
BRACING (TYP.)
2x4 BLOCKING TOP
AND BOTTOM (TYP.)
TRUSS TOP CHORD
n..n irl n-r\
IMPSON A34 EACH END
Scott + Cormia Architecture and Interiors,
LLC
429 S. Keller Road, Suite 200
ROOF SHEATHING -SEE PLAN Orlando, Florida 32810
- FOR TRUSS CONNECTORS - t. 407-660-2766 AA26002980
SEE PLAN f. 407-875-3276
— 2x8 WOOD SHEAR BLOCK °`�'Yr, btZU17 Nlw9h1S
— TOE NAIL USING 10d GALV. §tructural
NAILS @ 6" O.C. EA. SIDE
STAGERED (TYP.)
M C(2)-3/4" HILTI KWIK BOLTS
BETWEEN WOOD TRUSSES
International Building Consultants d
BOND BEAM OR TIE BEAM - Engineering Design Serulces Inc,
SEE PLAN 2295 S. Hiawassee Road, Suite 411
CMU WALL -FOR Orlando, Florida 32835
REINFORCEMENT SEE PLAN D. 407-826-1000
C. 407-312-9585
project
Rau
mm
ram.
Z
C) UJ
LLJ bus rN
LU
LU
AT LEDGERS < 2x8 NOMINAL
PROVIDE ONE BOLT IN -LIEU OF
4D X TWO PER STAGGERED ROW.
x C9 O
l ' `
S
,s
S e a
5�` ......, s
,, •• E N , i
C sa
No 5
-53
�TAT
Y U
,As°AJ //C)
Hasan S. Arouri
FL. LIC. /F 53319
2018 MARCH 02
To the best of our knowledge, belief and
professional judgement, these plans and
specifications are in compliance with the
applicable building codes.
S u b m i S S i o n S
#
DATE
DESCRIPTION
1
2017 APR 26
SCHEMATIC DESIGN SEF
2
2017 JUN 02
50% DD SET
3
2017 JUN 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
7
�20180MARCH
VE & GC REVISIONS
D: REPRESENTS BOLT DIAMETER INDICATED ON PLANS AND SECTIONS d r W i n g I t7 f p
ODS PER EQUIP MFR. W: INDICATES NOMINAL SIZE OF LEDGER INDICATED ON PLANS AND SECTIONS PROJECT # : IBC-17017
S: SPACING BETWEEN BOLT ROWS AS INDICATED ON PLANS AND SECTIONS DRAWN BY: WA
X: INDICATES SPACING BETWEEN BOLTS IN A ROW AS INDICATED ON PLANS AND SECTIONS CHECKED BY : HSA
MENEM
Sheet number
TYPfC'AI W(-)Or) r)FTATI G
6 MISC. FRAMING FOR EQUIP.
S601 D 3/4"=1'-011 S601 D
3/4" 1'-0"
V
IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET, EACH CONTRACTOR SHALL COORDINATE THEIR WORK WITH ALL OTHER TRADES.
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IF --rHjS SHEET bc)E§ NOT MEASURE TO 24 -x- M, 1T HAS BEEN INIAGED OR REDUCED. ADJUST SCALE ACCORDINGLY.
MANUFACTURER: SQ D MAIN OPTIONS REQUIRED PANEL NAME: LAB
TYPE: NQOD MCB: NIA AMPS LOCATION., ME CH RUI
AIG RATING: 35 K AMPS 111 260 AMPS MOUNT)Nrx SURFACE
VOLTS L.N: 120 v s.c RATED: YES NE -Ill FYPE: I
VOLTS L-L: 2W V OFI PROT: N/A Ifil ri-i : 20,00
PHASE 1$ SHUNT'TRIP: N/A DEPTH 5.75 IN
L L
O
CKT IDENTIFICATION 0 LOAD/PHASE (KVA) anvr BREAKER LOADI (KVA) 0 IDENTIFICATION CKT r
NQ. A A NO.
A b C 'TRIP P P TRIP A B C
--T7-7
DORMI TORY LIGHTING TING L 0.50 20 20 0.90 R --F�- sTROOM RECEPTACLES _
3 REsTROOM LIGI ITING L .60 E
20 1 1 20 032 R RESTRO00A RECEPTACLES
4
DORMITORY RECEPTACLES
777U75,s
-TORY LlGimtiG L ���
5 DORIVII 0�60 20 1 1 20
20 1 11 20 0.18 1 E EINC
LIGHTING L 0.50
_7 7 WASHER 10
:::771 0,00 :,�
CP_B I E 0.70 77 20 1 20 E I
ji:
EF-BI E 0.70 15 1 2 21) 1.50 E DRYER
14
12
13 E 4.20 1.50 E
E WASHER 40
15 AHU-8 I -,i2o 7M 00 3 T -To- 777. 0.80 *;" 1, !::,: � �_ -
I I ` E E 3
77 777 4.20 1.50
17 2 20 DRYER
77�
19 E 4.20 E 20
mm CQVI RACK 22
21 AhU-52 _E77TT 7777 1 3 T 20 0,18 R
23 E DORMITORY RECEPTACLES 24
20 O��A R
4.20
- E 2.0 R DORMITORY RECE TACLES 26
5 40 2
20 R DORMI TORY RECEPTACLE 3 28
2 58 1,26
27 75,11 K11
77777 0 1 RIA R&C 30
.70 1,6a R
15 T COUNSELOR
29
777,- 'F N S E LO _RP I Nlr" E-IRN 32
31 2.58 1 20 0.90
CU-82 40 2 20 ORNii foRY RECEPTACLE 31.1
35 E, 2.56 0.72 R 0
____ [�.� �:,: �: I SPARE
1 1 20 10�00 S Ski
35 20
37 E 13.00 0,01 -E
10
11:1 1 SURGE PROTECTOR no
39 EWH-BI E 0 3 3 30 0,01 E 40
"o,
0.01 E 42
41 E 8.00 7�77
44
43 20 1 20
1 F2 0
1 20
-_7 45---- :
-777 -26 'T T 20
46
_47, 2-0 -1 1 20
49
20 T T 20 7777-- 50
51 20 1 1 21, 7 52;
77 77 20 l:l:i:::0vt 54
7:
_�3 T T -26 1 I�, ,
22.6 22.0 3.3 4=13 2
LIGHTING I
RECEPTACLES 1ST 10 KVA(R)
RECEPTACLES OVER IOKVA(R)
HVAC EQuiPmLiar I
APPLIANCES (A)
EQUIPMENT I
LARGEST MOTOR (M)
OTHER (0)
SPARE (S)
LINKED PANEL I
cill
LOAD (KVA)
TETWF
D
FACTO
DFUM
0 LOAD
2.00
1.25
2.50
0.10
1'00
BAO
D.UO
0.60
0X0
'00
0 0.00
1.00
- 0.00
0.00
0. 0 F15
1.00
0.00
9.04 3'
1,00
69,43
0 000
.00
0.00
1.25
1.00
im
0.00
000
11.00
0.00
E To rALS
TOTAL CONNECTED KVA: 79.53
TOTAL CONNECTED Af,l 221
TOTAL DEMAND KVA: 80:03
TOTAL DEMAND All 222
NOT ES:
- A,
MAWFACrf 1I SQ 0 PI OPHONS REOUIRED
PANEL NAME::
TYPE: 11400 hiCB: 40 AMPS
LQCAnOH: EXTERIOR
All, RATING: to K MAPS MLO: WA All
NIOLIN TIM SURFACE
VOLTS L-N: 120 V S,E RACED: YES
NEM TYPE: 3R
VOLTS L-L; 208 V CFI PRO'r: 140
INIDTH: 20.00
PHASE 3 SHUM' IRIP: WA
DEPTH 5.76
IN
rryt
N
L
L
CKT
0 0Kr
IDENTINCATION 0 LOIE I CIRCUIr BRFAKER LOADPHASE (KVA)
0 IDEOrtFICATON
A
T
NO.
r tio.
A
E
E
S
8 - F_G_[7P,!?777 TRIP W__
0 2B.90 4.50 ",:,11 ,
0
2 _1
3 100 . 1", ,
, 5
PANEL LAB 0 211 26 1 0 1::
0 -iOP FlAtIEL
4 1
777=
0 _a3 50 20 1 4,50
0
9
-2 T' 1 2-0
_ ............ .............
SPACE 3 260 T26
SPACE
3 SPACE
S
11
SPACE S 20 1 1 20
3 SPACE
12 S
77777
�7777- 7 k1114 ll::::::I:2:i�:�,��:: 7= 7-7 777T---7---7777T777--`
I ....... ....... 7 7,,. 7:i:i:
�
7 l 77
Till
r7777=
7:71: 7
7 77 hl�l
-=7
J 77777 7777r 7
7'
q, 11� I, -7MI11,111:77 _7�j 77-77 7 7'Ir1, Ilk
411,111
77 52 77
777 7 �---7
Mr-
0I
7
4Z ------- 7
'777
IIE,,
1 Ilk
7
-7-
y,
7
-7
7777
777
28.9
27.3
23.5
4.5 4.5 4.5-
_.-
LOAD(W)
D_CFAT
FAIII
DENi
D LOAD
TOTAL (;ONI KVA: 93.20
rNECIED ANi 259
foLAL CON
TOTAL DEMAND KVA: 93,20
TOTAL DENWO AMPSWH: 259
RECEPTACLES IS r 10 KVA(R) 0,60
1.00
0X0
RECEPTACLES OVER IM"A(R) 1 0.00
0-5()
0.00
NOTES:
INAC EQUIPNIENT (H) 0,00
I '0j
1 0.00-
1 UE1340 TAKEN FROW PEM DENIAW 011iER
LAST 12 W,IliiS.
APPLIANCES (A) 0.00
1.00
01100
EQUIPMENT (E) 0,00
_11-00
0.00
LARGEST MOTOR (1 0,00
---7)3,20
1.26
0.00
OTHER (0)
1.00
93.20
SPARE (S) �0EI-200-,
0*102-3
LINKED PANEL (P)
III A50VE
17TWL 3
THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE -SEPARATED ALWAYS REFER TO TFIE LATEST DRAWING SET. EACH CONTRACTOR SHALL COORDINtVVE THEIR WORK WITH ALL OTHER TRADES.
An
_ffQ_(I51T FEEDER SCHEDULE:
EQUIPME11 I
DESCRIPTION
"DISTANCE SHQVVN
FOR VOLTAGE DROP CAL(,UL/vrIQN QNLY. AC "TUAL DISTANC.E MAY VARY DEPENDENT
QI'll 1I IN(.:;.
--7'--
VOLTS
PH
NEu-r
YIN
MO'rQR
(LARGEST)
✓ADDi-l-IONAL
MOTORS
HEAT
STRIPS
MISC
AMPS
TOTAL
AMPS
PlI
. G. 6 -
SIZE
)ISCONNEC'
E5 �RiTER
T
'WIRE
- PER
PHASE
___
NEUT
HIRE
� - -1 -
Gill
- W I R E
-
#
Q F -----
RUNS
CONDUIT
SIZE
T
API VOLT,
D I - ST J CAP NOTES
FT V"b
�/o
SIZE
NENf�
TYPE
H.P.
FLA
I-I.P.
FLA
KW
ANIPS
AHIJ-Al
208
3
Y
35,0
35.0
45
7qfo--
46
910
1
1- 1/4"
30
0 � 4 /6
AMU-A2
208
3
Y
35D
35.0
45
60
46
46
"t 10
1
.11.14"
30
0,43%
AHUI
208
3
Y
35,0
35.0
45
F 45
60
W
h6
#10
1
1 -1 /411"
30
0.43%
AHIU-B1
AFIU-62
208
208
3
3
Y
Y
35.0
35,0
36.0
35.0
45
4,5 45
45
60
60
46
46
111
h6
#10
#10
1
1
1-1/4"
1- 114"
30
30
0.43%
OA3%
CU-A1
208
1
N
24.8
24.6
40
60
46
#10
1
3/4"
45
GU-A2
0"
208
1
24.8
24.8
40
6�
48
#10
.1
31411
45
547%76
21
F1
N
24.8
24A3
40
60
1110
.1
3/4"
45
0.64�/�
CU-B2
208
1
N
21L8
42
60
#10
1
31/4"
45
0.84%
.24.8
CP-131
EVVH-Al
EVVf-1-131
120
'120
208
208
'1
73-
F-
3
N
N
0.25 5
5,80
5,80
211.0
24.0
66.7
667
5.8
5.8
66.7
66.7
15
90
90
'100
100
#12
#12
42
fl2
912
#12
118
116
1
1
1
1
'31411
3/4"
1- 1/2"
-
1 '1121"
35
35
:50
50
0.68%
0.68%
0.660/,l
0.56%
EII
120
-1
N"J
0.25
5,80
5.8
15--_
i12
#12
3/41'
55
1.06%
EF-A2
-
120
-
'11
N
1
80
18-
15
#12
#12
1
3/4"
55
1.06%
EF-81
EF-132
'120
'120
1
1
N
�
.2 5
0.25
----
5�80
80
5.8
5.8
15
15
#12
#12---#12
#12
1
1
3/4"
3/4"
55
55
1.0600
1.0 - 6%
EF-A3
120
1
1A
1.0
1.0
15
~rt
912
912
1
3/401
65
0.22%
EF-133
120
I
N
1.0
'1. 0
15
12
/P 2
1
314"
65
0.22%
F_
F
PANEL FEEDER S(;FIEDULE:'LOAD AMPS AND DISTANCE SHOWN FOR VD CALCULATION ONLY, SEE PANEL SCHEDULE FOR ACTUAL LOAD. ACTUAL rUAL DISTANCE MAY VARY DEPENDENT ON ROUTING.
FEEDER VOLTS PH NEVI. 200% -,RND ISO I0AIN LOAD )Iscoima"WIRE NELIT ADD OND 150 CONDUIT APPROX,: VOLT
DESCRIPTION NEUT GND SIZE AMPS' SIZE -I SE NEIVIA PER WIRE NEUT VVIRE OND OF SIZE GIST." DROP NOTES
SOURCE LOAD '01,1 yffil WIN YIN PHASE 7 RUNS FT VD%
7777 TR7 1 77a IIA:
SIZE _E
011III
W
208 3 Y N y N 300
UT I Y 777 l T2 Vo
l7
P
Tif",
LAB 208 3 Y N y N 2-30 11111900
17 �iLirl v
Y N Y N hill
-- -00 77�� '--- __ - 7WI:�!
#31,
Nil SHOP 208 3
- - 777777xhiil777775 h 3'Il 111 11
T
FEEDER SCHEDULE ABOVE ASSUMES COPPER CONDUCTORS IF ALUMINUM
IS DESIRED PROVIDE FEEDERS AS FOLLOWS:
250A SERVICE - (4)#350, 1
300A SERVICE - (4)#500, (1)#20
3UILDING STEEL
METAL WATER
VIAIN
'OUND RING
D GROUND ROD
NOTE:
REFER TO NEC 250-52.
NOTE-- CONNECT ALL EAERGENCY SALLAS1, EhURGENCY SATTMY UNITS
AND EXISTS MEAD OF ALL SHTCHING TO LOAD LIGHTING CIRCUIT,
I GROUNDING ELECTRODE
1
E3.0
IF THIS SHEET DOES NOT MEASURE TO 24 x 36, IT HAS BEEN ENLARGED OR REDUCED. ADJUST SCALE ACCORDINGLY. THIS SHEET IS PART OF THE DOCUMENT SET AND SHOULD NOT BE SEPARATED. ALWAYS REFER TO THE LATEST DRAWING SET
EXIS ['ING 12"L A N ffiII %-Eff N I T ES
3IJOKVA
UTILITY
TRANSFORMER 1. PROVIDE 250A SERVICE ENTRANCE RATED ENCLOSED
CIRCUIT BREAKER,
2. PROVIDE NEW 225A MLO PANEL.
3. CONTRACTOR TO COORDINATE WITH OWNER AND UTILITY
COMPANY FOR EXACT LOCATION OF METER AND ALL
M OTHER REQUIREMENTS.
PNL
M1
300
MCB
O
P N L ESHOP0
PANELAB
225
MLO
Seal
A. '31A1,
c), E
N
F &
N
song, ith;SayNasith
FL. LIC. ff 66412
To the best of our knowledge, belief and
professional judgement, these plans and
specifications are in compliance with the
applicable building codes.
`submissions
# DATE DESCRIPTION
1 2017 APRIL 26 SCHEMATIC DESIGN SET
2
2017 JUNE 02
50% DD SET
3
2017 JUNE 30
BID SET
4
2017 AUG 21
100% CD PERMIT SET
5
2017 NOV 03
PERMIT COMMEN-rs
7
2018 MARCH 02
VE & GC REVISIONS
drawing info
PROJECT # 16126
DRAWN BY: PG
SS
SCHEODULE 77-1111am=