HomeMy WebLinkAbout2020-6-5 Unico Air ConditioningBUILDING INFORMATION:
2017 FLORIDA BUILDING CODE
BUILDING AREA:
PORCH 75 S.F.
OFFICE 660 S.F.
WAREHOUSE 2,340 S.F.
TOTAL BUILDING AREA 3,075 S.F.
GROUP: B BUSINESS
OCCUPANT LOAD PER TABLE 1004.1.2
660 / 100 =6.6
2340 / 500 = 4.6
TOTAL OCCUPANT LOAD 12
CONSTRUCTION TYPE: TYPE VB
ALLOWABLE AREA PER TABLE 503:
GROUP B 9,000 S.F.
BUILDING IS NON-SPRINKLERED
REQUIREMENTS FOR AREA OF IMPROVEMENTS
REQUIRED NUMBER OF FIXTURES PROVIDED NUMBER OF FIXTURES
1 WATER CLOSETS 1 WATER CLOSETS
1 LAVATORIES 1 LAVATORIES
0 SERIVCE SINK 0 SERVICE SINK
0 DRINKING FOUNTAIN 0 DRINKING FOUNTAIN
REQUIRED EXIT WIDTH 72"
PROVIDED EXIT WIDTH PROVIDED 108"
REQUIRED NUMBER OF EXITS 2
PROVIDED NUMBER OF EXITS 2
REQUIRED ADA CORRIDOR WIDTH 42"
PROVIDED ADA CORRIDOR WIDTH 54"
TRAVEL DISTANCE ALLOWED 200'
TRAVEL DISTANCE PROVIDED 77.5'
UNTELSCHEDULE
STANDARD
Accessories for )sunt bomLd
ASTM C 1047
Adhesives for fastening gypsum
wallboard
ASTM C 557
MANUFACTURER: CAST -CRETE
ASTM C 931
Fiber-reintorced y suLn panels
ASTM C 1278
Glass mat sutra backinit anel
LINTEL
NO.
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
LS
2'10"
6113#
2635#
4460#
BF14/1T-10
BF16/1T-18
L2
3'-6"
6153#
2525#
3547#
8F14/1T-3B
8F16/IT-18
L3
4-W
6113#
1960#
30799
8F14/IT-1B
8F16/ST-18
L4
4'-6"
6113#
10Z C
2724#
Oa'i
8F16/1T-18
LS
5'-4-
5365#
16510
2290#
BF14/1T-18"
8F16/3T-18
L6
5'10"
43609
14620
2093#
eF14/1T-1B
8F16/1T-1B
L7
61-6"
3480#
1135p
1880#
8F14/1T-1B
HF16/1T-18
LB
7'-6"
2661#
16344
8F16/1T-10
L9
9'-4"
1843#
1133#
8F16/1T-10
L10
ID' -6"
15334
9149
8F16/1T-10
L11
1V-4"-
1366#
7989
BF16/1T-18
L12
12'-0"
1254#
723#
BF16/3T-18
L13
13'-4"
1075#
Zan
606#
2 'C
8FZ4/1T-1B
L14
14'-0"
1002#
37Sj".,r
559#
?-ZA t?-
8F16/1T-10
L15
14'-8"
1370#
5199
8F16/1T-38
L16
15'-4"
1250#
485#
8F16/1T-1B
L17
17'-4"
9500
404#
8F16/1T-1B
L18
19'-0"
75O#347#
SF16/1T-10
L19
21'-4"
598#
306#
8F16/1T-1a
L20
22'-0"
550#
295#
BF16/1T-18
L21
24'-0"
4500
267#
SF16/1T-18
RECESSED UNTELS
STANDARD
Accessories for )sunt bomLd
ASTM C 1047
Adhesives for fastening gypsum
wallboard
ASTM C 557
MANUFACTURER: CAST -CRETE
ASTM C 931
Fiber-reintorced y suLn panels
ASTM C 1278
Glass mat sutra backinit anel
LINTEL
NO.
LENGTH
SAFE
GRAVITY
LOAD
APPLIED
GRAVITY
LOAD
SAFE
UPLIFT
LOAD
APPLIED
UPLIFT
LOAD
COMPOSITE
BEAM
RL -1
4'-0"
5206N
z: CIT
2635#
713&1r
BF14/1T-10
RL -2
4'-6"
52060
Steel screws
2525#
_
Steel studs, load bearing
8F14/1T-3B
RL -3
5'-8"
4567#
ASTM C 1396
1960#
ASTM C 22; C 472;
C 473
8F14/IT-1B
RLA
5'•10"
4242#
19000
8F34/1T-18
RL -5
6'-8"
31200
16510
BF14/1T-18"
RL•6
7'-6"
24590
(yy
14620
goo-
eF14/1T-1B
RL -7
15680
1135p
8F14/1T-1B
INTERIOR FINISH CLASSIFICATION
WALL FINISHES
CLASS B
FLAME SPREAD OF 26-75
SMOKE DEVELOPED 0 - 450
PER SECTION 803
TABLE 803.5
CEILING SUSPENSION SYSTEMS SHALL CLASS B CONFORMING WITH
GENERALLY ACCEPTED ENGINEERING PRACTICE, IN ACCORDANCE WITH
MANUFACTURER'S RECOMMMENDATIONS, AND BE INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF ASTM C635 AND ASTM 636
FLOOR COVERING MATERIALS TO BE OF CLASS I OR CLASS II MATERIALS
SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253
CLASS 1, 0.45 WATTS/CM2 OR GREATER
CLASS II , 0.22 WATTS/CM2 OR GREATER
GYPSUM BOARD MATERIALS AND INSTALLATION SHALL CONFORM TO
THE APPROPRIATE STANDARD LISTED BELOW.
TABLE 2506.2
GYPSUM BOARD MATFRIAI 4 ANO ACCC
FCnmeF
MATERIAL
STANDARD
Accessories for )sunt bomLd
ASTM C 1047
Adhesives for fastening gypsum
wallboard
ASTM C 557
Exterior soffit board
ASTM C 931
Fiber-reintorced y suLn panels
ASTM C 1278
Glass mat sutra backinit anel
ASTM C 1178
Glass mat • sum substrate
ASTM C 1177
Gypsum bucking board and gypsum
shaftliner board
NOTES;
ALL LOADS ARE IN POUNDS PER LINEAL FOOT.
ASTM C 1395
_ _
G sum sheathing
APPLIED LOADS SHOW WORST CASE FOR LINTEL SIZE.
_
G sunt wallboard
TU
SEE STRUCRAL NOTES FOR ADDITIONAL INFORMATION.
INTERIOR FINISH CLASSIFICATION
WALL FINISHES
CLASS B
FLAME SPREAD OF 26-75
SMOKE DEVELOPED 0 - 450
PER SECTION 803
TABLE 803.5
CEILING SUSPENSION SYSTEMS SHALL CLASS B CONFORMING WITH
GENERALLY ACCEPTED ENGINEERING PRACTICE, IN ACCORDANCE WITH
MANUFACTURER'S RECOMMMENDATIONS, AND BE INSTALLED IN
ACCORDANCE WITH THE PROVISIONS OF ASTM C635 AND ASTM 636
FLOOR COVERING MATERIALS TO BE OF CLASS I OR CLASS II MATERIALS
SHALL BE CLASSIFIED IN ACCORDANCE WITH NFPA 253
CLASS 1, 0.45 WATTS/CM2 OR GREATER
CLASS II , 0.22 WATTS/CM2 OR GREATER
GYPSUM BOARD MATERIALS AND INSTALLATION SHALL CONFORM TO
THE APPROPRIATE STANDARD LISTED BELOW.
TABLE 2506.2
GYPSUM BOARD MATFRIAI 4 ANO ACCC
FCnmeF
MATERIAL
STANDARD
Accessories for )sunt bomLd
ASTM C 1047
Adhesives for fastening gypsum
wallboard
ASTM C 557
Exterior soffit board
ASTM C 931
Fiber-reintorced y suLn panels
ASTM C 1278
Glass mat sutra backinit anel
ASTM C 1178
Glass mat • sum substrate
ASTM C 1177
Gypsum bucking board and gypsum
shaftliner board
ASTM C 442
_
Gypsum ceiling board
ASTM C 1395
_ _
G sum sheathing
ASTM C 79
_
G sunt wallboard
ASTM C 36
Joint reinforcin" to e and eau gond
ASTM C_474; C 475
Nails for gypsum boards
_
ASTM C 514,
F 547, F 1667
Predccorated sum board
ASTM C 960
Steel screws
ASTM C 954;_C 1002
_
Steel studs, load bearing
ASTM C 955
Steel studs, nonload bearing
ASTM C 645
_
Standard s )ecification for„ sum board
ASTM C 1396
Testing gypsum and gypsum products
ASTM C 22; C 472;
C 473
Water-resistant gypsum backing board
ST
AM C 630
TABLE 2508.1
INSTALLATION OF GYPSUM CONSTRUCTION
MATERIAL
STANDARD
Gypsum board
GA -216; ASTM C.840.,
_
Gypsum sheathing
ASTM C 1280
_
G >sum veneer base
ASTM C 844
Interior lathing and fuming
ASTM C 841 _
Steel framing for gypsum boards
ASTM C 754; C 1007
L _0
_0
N
44
41
STRUCTURAL NOTES:
1. STRUCTURAL LUMBER TO BE HEM -FIR 42 GRADE OR BETTER WITH 1000 P.S.I, MIN. FIBER STRESS VALUE.
2. CONCRETE TO BE 3000 P.S.I. MIN. FOR BEAMS, COLUMNS, AND FILLED CELLS, CONCRETE SLABS AND
FOOTINGS TO 2500 P.S.I. MIN.
3. REINFORCING STEEL SHALL BE GRADE 60 OR BETER WITH 30' MIN. LAP.
4. CONCRETE COVER OVER REINFORCING STEEL:
FOOTINGS 3'
BEAMS 1-112'
COLUMNS 1.1/2'
S. FILL (SOIL) SHALL BE PLACED IN LIFTS NOT TO EXCEED IT AND COMPACTED TO A MINIMUM OF 95%
MODIFIED PROCTOR DENSITY.
0. ALL COMPONENTS OF THIS STRUCTURE HAVE BEEN DESIGNED AND SELECTED TO WITHSTAND WIND
FORCES PER THE FLORIDA BUILDING CODE
7. DOOR AN WINDOW ASSEMBLY COMPONENTS TO BE CERTIFIED BY MANUFACTURER FOR WIND FORCES PER THE
FLORIDA BUILDING CODE 2017 EDITION PER WIND LOAD COMPLIANCE DESIGN PRESSURES.
8. PRECAST/PRESTRESSED CONCRETE LINTELS TO HAVE 4' MINIMUM BEARING, SEE LINTEL SCHEDULE FOR
ADDITIONAL INFORMATION.
9, MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO ARTICLES 2.1 AND 2.6 A OF TMS 602/AC1530.0/ASCEB
10. FOR METHOD OF ATTACHMENT OF DOORS AND WINDOWS, SEE ATTACHED PRODUCT REVIEW AFFIDAVIT.
11. ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER SECTION 2303.1.9.1 OF THE FLORIDA
BUILDING CODE.
-NOTE: ALL SIMPSON STRONG -TIE PRODUCTS IN CONTACT WITH TREATED LUMBER SHALL HAVE A MINIMUM
Z -MAX COATING OR BETTER.
Certification for Design Load Compliance
1. DESIGN CODE: Florida Do, tVuUei code 2017 Edition w/20_ supplements using ASCE 7.10
2. Structure Design is: Enclosed _ Partially Enclosed _ Open Building
3. Risk Category: _I -11 _ III _IV Exposure Category: ,-CB _C „D Adjustment coefficient 1 ��
4. Design Wind Velocity 1LOmph _ASD _LRFD End Zone Width A ft.
5. Mean Roof Height:1-CLft. Roof Pitch: x:12 Parapet _ft.
1
6. Components &Cladding Design Pressure used: (PSF, based on Actual sq. ft. @ 30 'MRH (worst case)
Zone 1:- Z6 Zone 2:4 0 Zone3:-00 Zone 4:- Z%Zone 5:-34 Garage: 2lGrt
7. Design Loads: Floor. 75 PSF Root/Dead: 15' PSF Roof/Live %U PSF Balcony: _PSF
-.PSF PSF Deck: - PSF Stairs: _P✓SF Fence:_ PSF Railing: PSF
8. Were Shear Walls Considered for Structure? =\ Yes,_Not Applicable Explain Why Not:
9. Is a Continuous Load Path provided? Yes Not applicable Explain Why Not:
10. Minimum soli bearing pressure 2000 P.S.F.
FLO O K
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTON ICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
UNICO AIR
CONDITIONING
ST. LUCIE COUNTY
CLIENT
CONSULTANTS
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO, DATE REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
O Y` J
IPROJECT NUMBER C Z O Uo i
DATE 7/ae, (to
F,jcn4T �v t D �C G�IATIy�
q$a
Ve)
`O
.O V -
FOUNDATION SCHEDULE
S-1 4",(3000 PSI I POURED CONCRETE SLAB WITH FIBERMESH
REINFORCING ON .006" VAPOR BARRIER OVER CLEAN
COMPACTED TREATED FILL.
F-1 12" X 12" THICKENED EDGE WITH 1 # 5 BAR CONTINUOUS.
F-2 16" DEEP X 16" WIDE MONOLITHIC FOOTING WITH
2 # 5 BARS CONTINUOUS.
F-2 16" DEEP X 24" WIDE MONOLITHIC FOOTING WITH
3 # 5 BARS CONTINUOUS.
CONNECTOR SCHF1111T F
TRUSS ID
BEARING
iRUSSACTUAL
SIMPSON
CONNECTOR(S)
FASTENERS
OF
POINT(S)
UPUFT (GROUPED,
CONNECTOR(S)
UPUFT DESIGN
IPROJECT
DATE Z JZCa I Ze
WORSTCASE)
A
EACH
10240
(1) HETA 20
18300
9-10.x1-1/2"
B
EACH
19200
(2) HETA 20
25000
18-20.x1-1/2"
KING JACK
1sT BRG
7430
(1)HETA 20
18100
9-10.x1-1/2"
2ND BRG
5910
(I)MTS 16
10000
14-10dx1-1/2"
HIP JACKS
15T BRG
1570
(1)HETA 20
18100
9-10dx1
2NOBRG
NAILED PER
TRUSS COMPANY
(-� C�
yg"
ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
0 PROJECT
UNICO AIR
CONDITIONING
ST. LUCIE COUNTY
CLIENT
1 CONSULTANTS
1 REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
INO.1 DATE I REVISION
KEY PLAN
SHEET TITLE / SHEET NUMBER
OF
NUMBER
C Za oo
IPROJECT
DATE Z JZCa I Ze
�PrC'wel r
A -le ox E' @4cL
3
BACKWALL SIDE
GRAB BARS AT WATER CLOSETS
• RESTROOM DOORS TO BE EQUIPPED WITH LEVER
HANDLE AND PRIVACY LOCK.
• LAVATORY AND SINK CONTROLS TO BE LEVER TYPE.
• SIGNS INDICATING ADA ACCESIBLE RESTROOM SHALL
BE LOCATED ON LATCH SIDE OF DOOR,C6o"rO CSMr R,)
• PLUMBING TO BE WRAPPED WITH INSULATION.
Grab Ser
KNEE
CLEARANCE
TOE
CLEARANCE
8 m� a7t
DEPTH
LAVATORY CLEARANCES
RESTROOM DETAILS
NTS
{�L�I
FYI
/ ` t
I
� ZA1oFSC e,=tV&E
e __r 1�E6 {ntArli Fob
Loci.-na�.xy )
c MAK
Ft Fx
RESTROOM ACCESSORY SCHEDULE
AMERICAN SPECIALTIES, INC. OR EQUAL
FIGURE 703.7.2.1
INTERNATIONAL SYMBOL OF ACCESSIBILITY
TABLE 703.5.5
vlmlel r`.NACARTCP 41FIr_NT
MEN ---net in
�� pictogram
., - geld
FIGURE 703.6.1
PICTOGRAM FIELD
HEIGHT TO FINISH FLOOR OR GROUND
FROM BASELINE OF CHARACTER
HORIZONTAL VIEWING DISTANCE
MINIMUM CHARACTER HEIGHT
DIMENSIONS
less than 72 Inches 1830 mm
5/8 Inch 16 mm
40 Inches (1015 mm) to less than or equal to
70 inches (1780 mm)
72 Inches (1830 mm) and greater
5/8 Inch (16 mm), plus 118 Inch (32 mm)
Per foot (305 mm) of viewing distance
above 72 Inches 1630 mm
40" MAX IN ADA STALL
DISPENSER
less than ISO Inches 4570 mm
2 Inches 51 mm
Greater than 70 Inches (1780 mm) to less
than or equal to 120 Inches (3050 mm)
180 Inches (4570 mm) and greater
2 inches (51 mm), plus 1/8 Inch (3.2 mm)
per toot (305 mm) of viewingdistance
7 1/4" X6 %2" X 5 1/4"
40" MAX IN ADA STALL
above 180 Inches 4570 mm
TOILET TISSUE
7402SD
61/4" X 6 1/4"
19" TO CENTER
less than 21 feet 6400 mm
3 Inches 75 mm
21 feet (6400 mm) and greater
3 Inches (75 mm), plus 1/8 Inch (32 mm)
per foot (305 mm) of viewing distance
above 21 feel 6400 mm
Greater than 120 inches (3050 mm)
ID #
DESCRIPTION
MODEL #
DIMENSIONS
MOUNTING I-IIGI-IT
1.
PAPER TOWEL
0210
11"X14 %2 "X4"
40" MAX IN ADA STALL
DISPENSER
2.
SOAP DISPENSER
9343
7 1/4" X6 %2" X 5 1/4"
40" MAX IN ADA STALL
3.
TOILET TISSUE
7402SD
61/4" X 6 1/4"
19" TO CENTER
DISPENSER
4.
SURFACE MOUNTED
0477SM
15 3/4" X 11" X 17/8"
48" TO BOTTOM
TOILET SEAT COVER
40" MAX IN ADA STALL
DISPENSER
(OPTIONAL VERIFY WITH
OWNER)
5.
A TILT MIRROR
0535
18" X 36"
40" MAX TO BOTTOM
6.
GRAB BARS
164 & 167
36" & 42"
SEE RESTROOM DETAILS
7.
WASTE
0828
14" X 17'X 6 %2"
N/A
RECEPTACLE
NOTE: PRIOR TO ORDERING CONTRACTOR TO VERIFY WITII PAPER PRODUCTS
SUPPLIER, THAT PAPER PRODUCTS FIT THE SPECIFIED DISPENSERS.
(crOltf"11nSt ,
1 —
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5'6e11CK 5.01 ti.,T•
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ROOF SHEATHING NAILING ZONE INFO.
ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" O.C. FIELD,
ZONE P2 4` X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD.
ZONE P3 5'X S'@ HIP AND Y X LENGTH @ GABLE ENDS W/Sd RING SHANK @ 4" O.0 PERIMETER & 4" O.C. FIELD.
NOTES:
19/32" CDX PLYWOOD SHEATHING
25'- 0" OR GREATER MEAN ROOF HEIGHT SHALL HAVE 10 d RINGSHANK NAILS.
UNDERLAYMENT FELT SHALL BE PEEL & STICK OR 30# FELT COMPLYING W/ ASTM D226.
NOTE:
STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM
1/4 max C-1063: LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS.
Ira ro 1n
� ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D
8.5
/ _
COMMON OR ROOFING NAILS HAVING A MIN. 1-3/4" PENETRATION INTO HORIZONTAL F E
FRAMING MEMBERS OR
STAPLES W/ A MIN. 3/4" CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST PENETRATE THE WOOD
- a „
FRAMING MEMBERS ,MIN.
(°) (d) DOOR AND WINDOW BUCK FASTENING
Changes in Level Changes in Level
1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ IT O.C. WITH THE DOORS
THRESHOLD ON ACCESSIBLE ROUTE AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A
NO SCALE MIN. OF 1.1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND
BEYOND THE
FLORIDA ACCESSIBILITY CODE REQUIREMENTS A ENDMENTSNTERIOR FACE OF THE FRAME PER 2017 FLORIDA BUILDING CODE WITH
G
v,
a
G'
• 1" C
T(Q (Cry L SEs (4?00} l ACC_=-sSaCy
PL�rJ 114."
fee 5-nXP.
'reu55 ES
OPTIONAL
2 X BUCKS SHALL BE ATTACHED WITH'/," X 3-1/4" TAPCONS AT 12" O.C. WITH DOORS
AND WINDOWS FASTENED WITH #10 WOOD SCREWS SPACED PER PRODUCT REVIEW
AFFIDAVIT WITH A MINIMUM PENETRATION OF 1-1/4" INTO BUCK. BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF FRAME PER 2017 FLORIDA BUILDING CODE WITH
AMENDMENTS.
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ARCHITECT
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
W W W.ARCHITECTONICING.COM
STATE REG # AA26003348
COPYRIGHT 2020
DJECT
UNICO AIR
CONDITIONING
ST. LUCIE COUNTY
ENT
VSULTANTS
31STRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
N0. DATE
KEY PLAN
' SHEET TITLE / SHEET NUMBER
PROJECT NUMBER C Zco D 1
DATE Z/ZG IZO
PE.1? rot 1 T
A/C or.�Fi