HomeMy WebLinkAboutAPPROVED, 101A SHEETS A-2 & A-3_V2(1)ARCHITECT
,~ BUILDING INFORMATION:
2020 FLORIDA BUILDING CODE
BUILDING AREA:
�I -r not in
OFFICE 132 S.F.
M E I V -.-_
pictogram DISPLAY 2,048 S.F.
;'•� -- - field FABRICATION 1,440 S.F.
FIGURE 703.7.2.1 TOTAL BUILDING AREA 3,620 S.F.
INTERNATIONAL SYMBOL OF ACCESSIBILITY FIGURE 703.6.1
PICTOGRAM FIELD
GROUP: F-2 LOW HAZZARD FACTORY INDUSTRIAL
TABLE 703.5.6
VISUAL CHARACTER HEIGHT
HEIGHT TO FINISH FLOOR OR GROUND
FROM BASELINE OF CHARACTER
HORIZONTAL VIEWING DISTANCE
MINIMUM CHARACTER HEIGHT
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 (1 a30 mm) and greater
5/8 inch (16 mm), plus 1/8 inch (3.2 mm)
per foot (305 mm) of viewing distance
_
above 72 Inches 1830 mm
less than 180 inenes 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 foot (305 mm) of viewing distance
above 180 inches 4570 mm
less than 21 feet 6400 mm
3 inches 75 mm
21 feet (6400 mm) and greater
3 Inches (75 MM), pIUS 1/8 inch (3.2 mm)
per foot (305 mm) of viewing distance
above 21 feet 8400 mm
Greater than 120 inches (3050 mm)
A c.01- E
u91NA, L-- PF_z)�At:.t_..
LT E-5 5- CZ 1*21'b
t+t4YE; tEquipMent peFrl,Rted
h atnnea area
Spout Height
and Knee Gearance
OCCUPANT LOAD PER TABLE 1004.5
OFFICE 132 / 100 = 1.32.
DISPLAY 2048 / 60 = 34.1
FABRICATION 1440 / 100 =14.4
TOTAL OCCUPANT LOAD FOR AREA OF IMPROVEMENT 50
CONSTRUCTION TYPE: TYPE VB
ALLOWABLE AREA PER TABLE 506.2
GROUP F-2 13,000 S.F.
BUILDING IS NON-SPRINKLERED.�R-�- .. °
REQUIREMENTS FOR AREA OF IMPROVEMENTS
coo"" mot
REQUIRED NUMBER OF FIXTURES PROVIDED NUMBER OF FIXTURES
2 WATER CLOSETS 2 WATER CLOSETS
2 LAVATORIES 2 LAVATORIES
1 SERVVCE SINK 1 SERVICE SINK
,7 1It
!
3f�1 DRINKING FOUNTAIN 1 DRINKING FOUNTAIN REQUIRED EXIT WIDTH 72"
PROVIDED EXIT WIDTH PROVIDED 100" jilz1-L
' REQUIRED NUMBER OF EXITS 2 e6 5 e- Oft
Ig I fit PROVIDED NUMBER OF EXITS 2 w/0ara5E2 t
REQUIRED ADA CORRIDOR WIDTH 42" %s 4
21
M. -- - PROVIDED ADA CORRIDOR WIDTH 54"
TRAVEL DISTANCE ALLOWED 200'
OCT -�.TRAVEL DISTANCE PROVIDED 74'
Clear Floor Space
+oT TO
:xceiso
OUNTAIN
SEPTH
Free -Standing Bulk -In
Fountain or cooler Fountain or Cooler
DRINKING FOUNTAINS SHALL BE HI -LOW WITH SPOUT OUTLET
Q 36" MAX AND 38"43" MAX. rOR PERSON STANDING.
SPOUT SHALL BE LOCATED t 5" MIN. FROM
SUPPORT WALL & 5" FROM FRONT EDGE OF UNIT.
SPOUT SHALL PROVIDE A WATER FLAW Or 4" HIGI•I MIN.
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en
48
' 1 ` 1220
1
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1l4 max 114 TO l 2
...rn - . - . -
1
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O
(D) (d)
Changes in Level Changes In Level
THRESHOLD ON ACCESSIBLE ROUTE
NO SCALE
G1rAI.3 I E.
FLORIDA ACCESSIBILITY CODE REQUIREMENTS
BACKaWALL SIDEbWALL
GRAB BARB AT WATER CLOSETS
• RESTROOM DOORS TO BE EQUIPPED WITH LEVER
HANDLE AND PRIVACY LOCK.
a LAVATORY AND SINK CONTROLS TO BE. LEVER TYPE.
• SIGNS INDICATING ADA ACCESIBLE RESTROOM SHALL
BE LOCATED ON LATCH SIDE OF DOOR. CC d'tie c sw rc PQ
& PLUMBING TO BE WRAPPED WITH INSULATION.
Grail Bar
KNEE
CLEARANCE
TOP -
CLEARANCE
e ax
OFFrh
_____. ---
'� E LAVATORY CLEARANCES
ACCESSIBLE RESTROOM TROOM DETAILS
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915 485 4m 915
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Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
AFP
CABINETS & GRANITE
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
y' MHAELJ Eq� Michael Seal
2021.06.07
io • AR96898 ~
`' 09:07:03-04'00'
FRED ARG
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
NO. I DATE REVISION
I 6'3 zi 1 Kevloep
KEY PLAN
SHEET TITLE 1 SHEET NUMBER
PROJECT NUMBER ZocS d
DATE t�,slz! Z�l iz1
ARCHITECT
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ROOF SHEATHING NAILING ZONE INFO.
ZONE P1 REMAINING AREA W/8d RING SHANK @ 6" O.0 PERIMETER & 6" 0.C. FIELD,
ZONE P2 4' X LENGTH W/8d RING SHANK @ 4" O.0 PERIMETER & 6" O.C. FIELD.
ZONE P3 5' X 5' @ HIP AND 5' X LENGTH @ GABLE ENDS W/8d 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.
C� LCo f O �Ct LM+�•K �cf�,pf��
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,�--° PRODUCT REVIEW
PRODUCT
OPENING
PRODUCT
MANUFACTURER
MODEL#
APPROVAL#
GLASS
ATTACHMENT METHOD
DESIGN
DESIGN
TYPE
PRESSURES
PRESSURES
(WORST
CASE)
ROLL -UP DOOR
-26
-22.7
JANUS
SERIES 110
FL#
NOW
5/16" X 2-1/4" TAPCONS @ 12" O.C. WITH 1-1/2-
INTERNATIONAL
21450.2
IMPACT
MIN. EMBEDMENT
WINDOW
ZONE 4 -28.7
-80
ECO WINDOW
400 ALUM.
NOA #
IMPACT
Y" UL'TRACONS @ 3" O.C. AT CLUSTERS PER NOA
ZONE 5 -34.5
SYSTEMS
WINDOW
18-05-3-03
WITH 1-31V EMBEDMENT
WALL
DOORS
ZONE 4 -28.7
+70/-75
ECO WINDOW
650 ALUM.
NOA#
IMPACT
Y" TAPCON @ 9 Y" MAX. O.C., WITH 1-314" MIN.
ZONE 5 -34.5
SYSTEMS
OUTSWING
17-1102-19
EMBEDMENT
DOORS
WINDOW
ZONE 4 -28.7
-80
ECO WINDOW
60" ALUM.
NOA #
IMPACT
X" ULTRACONS @ 3" O.C. AT CLUSTERS PER NOA
ZONE 5.34.5
SYSTEMS
HORZ.
19-0219.08
WITH 1-3/4" EMBEDMENT
WINDOW L
ROOF
ZONE 1-46.4
-129.25
IATAYLOR
5 V CRIMP
FL#
N/A
#9 X 15 CORROSION RESISTANT WITH SEALING
ZONE 2 -S4.4
ROOFING
17443.1
WASHERS W/ MIN. 5/16" PENETRATION OF
ZONE 3 -58.6
ROOF DECK @ 6" O.C. PERIMETER & MAIN FIELD
FASTENING @ 1Z" O.0
UNDERLAYMENT
ZONE 1-46.4
1 -142.5
OWENS CORNING
TITANIUM
FL#
N/A
PEEL AND STICK (SELF -ADHERED)
ZONE 2 -54.4
ROOF
11602.1
ZONE 3 -58.6
UNDERLAYME
NT
THE SEAL HEREON IS PROVIDED ONLY TO INDICATE OUR REVIEW AND APPROVAL FOR USE OF PRODUCTS LISTED FOR THIS STRUCTURE. THE ACCEPTANCE OF THESE PRODUCTS
AND METHODS OF ATTACHMENT ARE BASED ENTIRELY UPON TEST DATA PROVIDED BY THE MANUFACTURER, WHICH CARRIES ITS OWN ENGINEER'S CERTIFICATION AND IMPLIES NO
WARRANTY OR GUARANTEE BY THIS OFFICE FOR THESE PRODUCTS.+
/\ CONNECTOR SCHEDULE �J
TRUSS ID
BEARING
POINT(S)
TRUSSACTUAL
UPLIFT (GROUPED,
WORST CASE)
SIMPSON
CONNECTOR(S)
CONNECTOR(S)
UPLIFT DESIGN
FASTENERS
A
EACH
1029#
(1) HETA 20
1810#
9-10dx1.1/2"
GR
EACH
3400#
(2) HETA 24
(1) LGTR
2365#
2030#
12-16d x 3-1/2"
16-10d X 3-1/4
(7) Y X 2-1/4 TiTEN
KING JACKS
1s'r BRG
715#
(1) MTS 16
990#
(14)10dxl-1/2"
2NII BRG
372#
(1) THJU26
780#
(32)10d x 3"
3fl° BRG
123#
144#
(2)16d x 3-1/2"
HIP JACKS
1n BRG
415#
(1) MTS 16
990#
(9)10dxl-1/2"
2N01 BRG
230#
(1) THC37 (MAX)
S10#
(22) 8d x 1-1/2"
3RD BRG
1 1079
144#
(2)16d x 3.1/2"
VALLEY TRU55E5
48" O.C.
S72#
(1) MTS 16
1000# 134-10dx1-1/2"
IYV I r;: 1VIAIVUPA1L1UtWb 5HUP DRAWINGS AND ENGINEERING TO BE PROVIDED FOR REVIEW TO
ENSURE ADDITIONAL STRAPPING IS NOT REQUIRED PRIOR TO POURING OF BEAM.
DOOR AND WINDOW BUCK FASTENING
1 X BUCKS SHALL BE ATTACHED WITH CASE HARD NAILS @ 12" O,C. WITH THE DOORS
AND WINDOWS FASTENED WITH TAPCONS PER PRODUCT REVIEW AFFIDAVIT WITH A
MIN. OF 1-1/4" EMBEDMENT INTO CONCRETE (THROUGH FRAME) BUCK SHALL EXTEND
BEYOND THE INTERIOR FACE OF THE FRAME PER 2020 FLORIDA BUILDING CODE WITH
AMENDMENTS.
OPTIONAL
2 X BUCKS SHALL BE ATTACHED WITH `/a" X 3-114" 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 2020 FLORIDA BUILDING CODE WITH
AMENDMENTS.
�n'-Q" a•C. MAx ? �'fr� F'�.oa R 'Pl,A1�
iN U CK1Si• brn, SE-T Irk Epoxy
EXI,f)I C, WALL .
vA�L U I LN5,-A .0 R-' DETAIL a„
VL 0 t.nvc
Cr�P�
C�Q
C•,R
3 yoz,
-1J r,Id d
ILIAC.
SPIC.A<l
Lve P-)
NOTE:
STUCCO ON RIBLATH OR PAPER BACKED WIRE LATH SHALL BE ATTACHED TO HORIZONTAL FRAMING AS PER ASTM
C-1063t LATH SHALL BE ATTACHED TO FRAMING MEMBERS WITH CORROSION RESISTANT MATERIALS.
ATTACHMENTS SHALL BE SPACED NOT MORE THAN 6" O.C. ALONG SUPPORTS, FASTENERS TO BE USED CAN BE 6D
COMMON OR ROOFING NAILS HAVING A MIN. 1-3/4" PENETRATION INTO HORIZONTAL FRAMING MEMBERS OR
STAPLES W/ A MIN. '/;'CROWN ENGAGED NOT LESS THAN (3) STRANDS OR LATH AND MUST' PENETRATE THE'WOOD
FRAMING MEMBERS %" MIN.
DRYWALL AND FURRING ATTACHMENT
P.T. 1 X 2 FURRING @ 16" O.C. FASTENED WITH I V," CASE HARD NAILS @ 8" O.C.
%" DRYWALL FASTENED TO FURRING WITH 1 1/8" DRYWALL SCREWS @ 8" O.C.
PERIMETER AND 12" O.C. FIELD.
S/R" T)P V\.VAT.T I7AQTPVPn Tn I~TTRRTATr- ■,rnrLr , , ro,T r,%,D LL SCREWS @ $" O.C.
L�F T- 5ISit-- 15-7(,E-•VAitChND
O
vo °'
Architectonic Inc
806 DELAWARE AVENUE
FORT PIERCE, FLORIDA 34950
T: 772 460 7751
F: 772 460 4244
WWW.ARCHITECTONICINC.COM
STATE REG # AA26003348
COPYRIGHT 2020
PROJECT
A F P
CABINETS & GRANITE
ST. LUCIE COUNTY, FLORIDA
CLIENT
CONSULTANTS
REGISTRATION
MICHAEL J. SEAL, AIA
AR96898
REVISIONS
N0,
DATE
REVISION
KEY PLAN
SHEET TITLE 1 SHEET NUMBER
A4 A -
PROJECT NUMBER C Z ,=>a 45
DATE 7- I �r1z�i.j
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