HomeMy WebLinkAbout119 French Ave (A) 18-2268Code Analysis Summary
119 French InterI ff
ior Renovation
1 19 South French Ave
Sanford. Florida - 32771
Interior Level 2 Renovation
FBC 6th Edition Building 2017 and NEC 2014.
Chapter 3 FBC -USE AND OCCUPANCY CLASSIFICATION
Section 303.1.1 Small buildings and tenant spaces.
building or tenant space used for assembly purposes with an occupant load of
less than 50 persons shall be classified as a Group B occupancy.
Assembly uses intended for food and drink consumption including but not limited to:
Taverns and bars
Table 1004.1.2 Maximum floor area allowances per occupant Assembly
without fixed seats concentrated (chairs only not fixed) 7 net
Standing Space - 5 net unconcentrated (tables and chairs) 15 net sq. ft.
Net Seating/ Occupancy
Entire Unit Enclosed Sq. Ft.= 605 sq. ft.
Dining Area = 50 + 40 = 90 sq. ft.
Kitchen %Bar Area = 85 + 79 = 164 sq. ft.
Bar Seating = 35 sq. ft.
unconcentrated (tables and chairs) 15 net sq. ft.
herefore 90 sq. ft. / 15 = 6 people
Bars concentrated chairs only- not fixed 5 net = 35 sq. ft. = 35 / 5 = 7
164 sq. ft. in kitchen occ. 1 person per 100 square feet per = 2
Total people = 6 + 7 + 2 = 15 total person occupancy in the tavern
1005 Egress Width: Minimum required egress width. The means of egress
width shall not be less than the total occupant load served by the means of
egress multiplied by .2 inch per occupant or other egress components.
Inside Tavern area 0.2 inches x 20 people = 4.0"required egress exit width.
4.0 inches / 36"= 1 door total. We will have one 32"wide door.
Minimum corridor Aisle width 36". All hallways maintain a min. 36"width
at all points, especially at turns in halls.
Minimum clear opening of all exit doors(Inches)=32"
Fire Provide illuminated EXIT signs throughout the building so that the means of
egress is obvious at all times NFPA 101-26-2.10
Chapter 6 Construction Types FBC
Type VB Unsprinkled construction
Type VB Max sq. ft. = 1 story & 6,000 sq. ft. max
Table 601: Fire Resistance Rating Requirements for Building Elements (Hours):
Primary Struct. Frame 0 Hr.
Bearing Walls Exterior 0 Hr.
Bearing Walls Interior 0 Hr.
Non-bearing Walls and partitions Interior 0 Hr.
Floor construction & secondary members 0 Hr.
Roof construction & secondary members 0 Hr.
Occupancy Table 1016.1 Exit Access Travel Distance: without a sprinkler 200'
able 1015.1 Spaces with One Exit or exit access doorway occupant
Max. Occ. Load = 49
Occupancy Max. no. of occupants per floor & travel distance
49 occupants and 75 feet of travel distance.
Table 1015.1 Spaces with One Exit or exit access doorway:
Table 1016.1 Exit Access Travel Distance Occupancy = 300'
1018.2 Corridor width shall not be less than 44".
Exception 2- 36"with a required occupancy capacity of less than 50.
1018.4 Dead ends: Where more than one exit or exit access doorway is required,
the exit access shall be arranged such that there are no dead ends in
corridors more than 20 feet in length.
PLUMBING NOTE: 403.2 Separate facilities, exception 10:
Separate facilities shall not be required in structures or tenant spaces with total occupant load,
including both employees and customers, of 15 or fewer. Occupancy = 15, therefore one
water closet required. 1 service sink required.
Property zoned SC -3 - Per Schedule H - Parking Requirements Section 7.0 B: There shall be no
off-street parking requirements for existing buildings in the SC -3 zoning district.
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Site Plan
SCALE: 3/32" _
Scope of Work: Change of use for a new 119 French Tavern
We are adding a new kitchen and bar. The bathroom is existing.
New electrical & plumbing work is being done to accommodate
the new kitchen and bar.
Plans conform to the requirements of the 6th. Edition Florida Building
Code with adopted supplements.
Wind Speed 180
Enclosed Building Type
Risk Category 2
Exposure Category C
Internal Pressure Coefficient = .18
Structural note: Porch height is less than 30" above grade, therefore no guardrail is required.
South French Ave
Sidewalk
x X X x X x x x x x X.—X—X—X—
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x
X
x
x
X
X
29' 3' 15' M
X
X
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x
x Porch
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X
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x
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Porch
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New Interior Build -out Adjacent Unit X
x
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x �
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x x x x x x x x x x x�
x
x
X
X
x
14' Alley
SANFORD
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
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MILZARCH, LLC
JERRY WALKER MILLS, SR
AR 0008314 --
701 WEST THIRD STREET
Sanford, Florida, 32771
Phone: 407-921-8795
DRAWINGS NOT UNLESS
SEALED & DATED BPY IA ID EGISTERIGNEPROFDLSSIONAL
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NOT BE REPRODUCED,
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
June 24, 2018
COMM. NO.
DRAWN BY
RL
KEY
SHEET
Sheet 1 of 16
Table of Contents
Sheet
Name
A-1
TITLE SHEET
A-2
ENLARGED SITE PLAN
A-3
EXISTING PLAN
A-4
SELECTIVE DEMO
A-5
STRUCTURE
A-6
RENOVATED FLOOR PLAN
A-7
SQ. FT. CALC. PLAN
A-8
KITCHEN EQUIPMENT PLAN
A-9
LIFE SAFETY PLAN
A-10
ELECTRICAL PLAN
A-11
ELECTRICAL PANELS
A-12
PLUMBING PLAN
A-13
PLUMBING RISER
A-14
HVAC PLAN
A-15
ADAR MP
A-16
ADAMP 2 OF
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Site Plan
SCALE: 3/32" _
Scope of Work: Change of use for a new 119 French Tavern
We are adding a new kitchen and bar. The bathroom is existing.
New electrical & plumbing work is being done to accommodate
the new kitchen and bar.
Plans conform to the requirements of the 6th. Edition Florida Building
Code with adopted supplements.
Wind Speed 180
Enclosed Building Type
Risk Category 2
Exposure Category C
Internal Pressure Coefficient = .18
Structural note: Porch height is less than 30" above grade, therefore no guardrail is required.
South French Ave
Sidewalk
x X X x X x x x x x X.—X—X—X—
I_7F
x
X
x
x
X
X
29' 3' 15' M
X
X
X
x
x Porch
�_x aoncoo
EX
X and
Diningti an X
X
X
r
Bar a I Storage X
x
j�4�"' •r' c l m a l X
X
e•r � e•r � X
x h-Q,o
.. Kitchen x
e..
x Adjacent
-
x Property
Porch
X
X
X
�dn
x
X
x
i.' e• 24' 0'
New Interior Build -out Adjacent Unit X
x
X
x �
z.-*x
x
X
x x x x x x x x x x x�
x
x
X
X
x
14' Alley
SANFORD
A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
LICE ti5'= TQ P�jOCEE.D WITH TME WORK AND NOT AS
AORI T Y "fO VIOIATE, CANCCEL, ALT
M, HIO r
Aslc,1 Ar, ;� r�3e 0�/lslo �r-THS T�.. I ,` .,AL
SrAL CGlc A PERM!TPR=VE
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_FRRPiT
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RFS. lIRlh.IC A (,0 Ft;T 0i; G r_, , 7F .` I
Cr;!d STF UCT10!� CI "JIrJLAt IONS OF T`iIS COl%E
0r-r-�cr
Re1 124CEIVEp
PERF517#tREASION
MILZARCH, LLC
JERRY WALKER MILLS, SR
AR 0008314 --
701 WEST THIRD STREET
Sanford, Florida, 32771
Phone: 407-921-8795
DRAWINGS NOT UNLESS
SEALED & DATED BPY IA ID EGISTERIGNEPROFDLSSIONAL
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THIS DRAWING AND IT'S
REPRODUCTIONS ARE
THE PROPERTY OF THE
ENGINEER AND MAY
NOT BE REPRODUCED,
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
June 24, 2018
COMM. NO.
DRAWN BY
RL
KEY
SHEET
Sheet 1 of 16
SEALED&DEBAIAESTEIPRATD Y REGISTER
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ENGINEER AND MAY
NOT BE REPRODUCED,
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
May 15, 2018
COMM. NO.
DRAWN BY
RL
ENLARGED
SITE
PLAN
A-2
Sheet 2 of 16
South French Ave
Sidewalk
X
x X X X X X X X
X X X
X X X
X
i
X
x
x
x
x
29'3" 15'10"
x
x
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14' a' 24'0"
New Interior Build -out Adjacent Unit
x
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3 8'
x
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x x x x x x x x
x
x x x
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x
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x
Enlarged Site Plan
x
5 0 I
SCALE: 3 = 110 I
14' Alley
SEALED&DEBAIAESTEIPRATD Y REGISTER
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ENGINEER AND MAY
NOT BE REPRODUCED,
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
May 15, 2018
COMM. NO.
DRAWN BY
RL
ENLARGED
SITE
PLAN
A-2
Sheet 2 of 16
Existing Floor Plan
SCALE: 114" = 110/1
youth French Ave
Sidewalk
�X X X X X X X X X X X X X X
X
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15' 10111
a
X
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EXISTING ADA RAM P
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Adjacent
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DRAWINGS NOT VALID UNLESS SIGNED
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PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
May 15, 2018
COMM. NO.
DRAWN BY
RL
EXISTING
PLAN
A-3
Sheet 3 of 16
SELECTIVE DEMO
SCALE: 112" = 1/0//
Digitally signed by
Jerry W Mills
DN: c=US, o=ldenTrust
ACES Unaffiliated
Individual, cn=Jerry W
Mills,
/ 0.9.2342.19200300.100
.1.1=A01097C0000015
EE306EC55000041342
Date: 2018.05.02
13:47:15 -04'00'
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DRAWINGS NOT VALID UNLESS SIGNED
SEALED 6 DATED BY A REGISTER PROF!`SSIONAL
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ENGINEER AND MAY
NOT BE REPRODUCED,
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
April 16, 2018
COMM. NO.
DRAWN BY
RL
SELECTIVE
DEMO
A 4
Sheet 4 of 114
HI
SIL
STRUCTURE
SCALE: 1- 1 /2" = 1'0"
Existing roof structure
Strap both sides all ceiling joists
Simpson H2.5A
Existing ceiling joists
New beam 3.5"x14" PSL
Cut top of existing 4"X4" enough to allow PSL to fit snugly on top of 4"X4", double top plates for
wall, and wall to Be removed after appropriate shoring is in place, both sides
Strap both sides of existing 4"x4" to new
PSL, both ends with Simpson HTS20
Existing 4"x4" post - ea. side
G.C.to shore up both sides pnor
to removal.
New Simpson CS 16 both
sides, both ends. With ten #10
SD screws @ each end of
connector
New Solid PT Wood blocks @ 4"x4" end posts
Existing 2"x 9.75" FL JSTS
@24" OC
Ex. plywood or new over existing T&G
WD flooring
Existing 6"x 8" Sill Beam
Sill Beam on
Brick Piers
Digitally signed by Jerry
DRAWINGS NOT VALID UNLESS SIGNED
SEALED 8 DATED BY A REGISTER PROF98SIONAL
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ENGINEER AND MAY
NOT BE REPRODUCED
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
April 16, 2018
COMM. NO.
DRAWN BY
RL
STRUCTURE
A-5
Sheet 5 of 14
WMills
DN: c=US, o=ldenTrust
ACES Unaffiliated
Individual, cn=Jerry W
Mills,
0.9.2342.19200300.100.
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1.1=AO1097C0000015E
E306EC55000041342
Date: 2018.05.02
13:48:04 -04'00'
DRAWINGS NOT VALID UNLESS SIGNED
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ENGINEER AND MAY
NOT BE REPRODUCED
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
April 16, 2018
COMM. NO.
DRAWN BY
RL
STRUCTURE
A-5
Sheet 5 of 14
DRAWINGS NOT
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PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
May 15, 2018
COMM. N0,
DRAWN BY
RL
RENOVATED
FLOOR PLAN
A-61
Sheet 6 of 16
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SQ. FT. CALL PLAN
SCALE: 114" = I'011
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ENGINEER AND MAY
NOT BE REPRODUCED
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
June 13, 2018
COMM. NO.
DRAWN BY
RL
SQ. FT.
CALL. PLAN
A-7
Sheet 7 of 16
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PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
June 13, 2018
COMM. NO.
DRAWN BY
RL
SQ. FT.
CALL. PLAN
A-7
Sheet 7 of 16
c e u
I:Ljuipment
(1)Keg Cooler
(:2Wine Cooler
(:3) Glass Chiller
(:4 4 Compartment Sink
(:5) Dual Door Fridge
(:6 ) Prep Table
7 Hand Sink
(:8� Freezer/Fridge
(:9 Food Prep Table
(10 Sink
11• Refrigerated Sandwich Prep Unit
12 Toaster
13 Microwave
(14 Grease Trap
15 Tankless Electric Water Heater
16 Point of Sale/Register
X17 Utility Sink (outdoor)
KITCHEN EQUIPMENT PLAN
SCALE: 112" = I'011
EX`
and
Cond
LEGEND
Emerg. Exit Light w/ Battery Pack
& Hard Wired Circ. w/2"Letters
"EXIT" Lighted.
Life Safety
SCALE: 114"
Plan
= 1'p..
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NOT BE REPRODUCED
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
May 15, 2018
COMM. NO.
DRAWN BY
RL
LIFE SAFETY
PLAN
A--9
Sheet 9 of 16
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ENGINEER AND MAY
NOT BE REPRODUCED
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
May 15, 2018
COMM. NO.
DRAWN BY
RL
LIFE SAFETY
PLAN
A--9
Sheet 9 of 16
ELECTRICAL LEGEND
GFC I
0
0
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Duplex Receptacle
Duplex Receptacle (GFCI)
220 Volt Receptacle
Ceiling Mounted Light Fixture
Exterior Weatherproof Receptacle
Exhaust Fan
Wall Mounted Exterior Light
Standard 2 -way Switch
2 -way Switch -Occupancy sensor
Emerg. Exit Light w/ Battery Pack & Hard
Wired Circ. w/2"Letters "EXIT" Lighted.
W Water Heater
AC Handler AC Handler - in drop ceiling
Smoke/CO2 Detector -Hard Wired W/
Battery Pack.
GENERAL ELECTRICAL NOTES
1. CONDUCTOR CABLE TYPES AC NMC ARE NOT ACCEPTABLE.
2. CONTRACTOR SHALL GROUND SEPARATELY DERIVED SERVICE(S) IN ACCORDANCE
WITH N.E.C. ARTICLE 250. BOND GROUND TO BUILDING STEEL WHERE AVAILABLE.
3. ALL ELECTRICAL WORK WILL BE PROVIDED IN ACCORDANCE WITH CURRENT
N.E.C. AND ALL APPLICABLE BUILDING CODES.
4. SPECIFICATIONS FOR ALL FIXTURES AND EQUIPMENT WILL BE PROVIDE
BY THE OWNER OR CONTRACTOR.
5. PROVIDE ELECTRICAL CONNECTIONS FOR HOT WATER AND HVAC UNITS AS REQUIRED.
VERIFY LOCATIONS AND REQUIREMENTS WITH MECHANICAL CONTRACTOR.
6. HT. OF SWITCH BOXES CENTERLINE @ 42" WITH OWNER APPROVAL.
7. IF NOT SHOWN ON PLANS CONTRACTOR TO VERIFY REQUIREMENTS AND
LOCATIONS FOR TELEVISION, TELEPHONE AND DATA.
8. VERIFY REQUIREMENTS FOR ADDITIONAL YARD LIGHTING, FLOOD
LIGHTING AND SWITCHING.
9. IF NOT SHOWN, VERIFY LOCATION OF A/C BREAKER, MAIN PANEL, AND METER BASE.
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REPRODUCTIONS ARE
THE PROPERTY OF THE
ENGINEER AND MAY
NOT BE REPRODUCED
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
May 15, 2018
COMM. NO.
DRAWN BY
RL
ELECTRICAL
PLAN
A -- 1-O I
Sheet 10 of 16
EXISTING
OVERHEAD FROM
UTILITY COMPANY
120/240V
1 PHASE
EXISTING
2 SETS OF 3—#3/0 AWG
IN (2) 2" CONDUIT
EXISTING 3—#4/0 AWG
IN 2" CONDUIT �
M
EXISTING
3—#4/0 AWG
IN 2" CONDUIT (M)
EXISTING MAIN EXISTING MAIN
177 FRENCH AVE 119 FRENCH AVE
225A PANEL 225A PANEL
120/240V 120/240V
] PHASE 1 PHASE
(TO REMAIN)
NEW SUBPANEL A
100A PANEL
1201240V
1 PHASE
EXISTING
METER SOCKET
ENCLOSURE
3—#2 AWG
W/ 1#4 GROUND
119 FRENCH ONE LINE
EXISTING MAIN PANEL BOARD
120/240 Volts PANELBOARD: MAIN 225 AMP
1 Phase -3 sets LOCATION: OUTDOOR
of #3/0 AWG
Circuit #
AMP
POLES
DESCRIPTION
Circuit #
AMP
POLES
DESCRIPTION
1
100
2
SUB PANEL A
4
40
2
AC HANDLER
3
20
5
40
2
AC COMPRESSOR
6
Fridge/Freezer
5
20
1
Spare
6
20
1
KITCHEN OUTLET
60
2
WATER HEATER
Wine Cooler
8
20
1
9
12
20
1
Ice Freezer
SUBPANEL A
120/240 Volts PANELBOARD: SUB PANEL A 100 AMP
1 Phase - #2 AWG LOCATION: INDOOR
Circuit #
AMP
POLES
DESCRIPTION
Circuit #
AMP
POLES
DESCRIPTION
1
20
1
Kecj Cooler
2
20
1
Dual Door Fridge
3
20
1
Prep Table
4
20
1
Fridge/Freezer
5
20
1
Spare
6
20
1
KITCHEN OUTLET
7
20
1
Wine Cooler
8
20
1
Glass Chiller
9
20
1
Ice Freezer
10
20
1
Sandwich Prep Unit
11
20
1
Toaster/Misc
12
20
1
Microwave
13
20
1
GENERAL PURPOSE OUTLETS
14
20
1
GENERAL PURPOSE OUTLETS
15
20
1
Bathroom/Storage lighting
16
20
1
Lighting
17
20
1
GENERAL PURPOSE OUTLETS
18
20
1
Smoke Detectors
19
20
1
Lighting
20
21
22
25
24
27
26
29
28
31
30
33
32
35
36
ELECTRICAL
PANELS
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PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
May 15, 2018
COMM. NO.
DRAWN BY
RL
ELECTRICAL
PANELS
A- I 1�
Sheet 11 of 16
PLUMBING LEGEND
4" Drain line
Hot Water Supply
Cold Water Supply
Porch
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Plumbing Plan
SCALE: 114" = 1'0"
DRAWINGS NOT VALID UNLESS SIGNED
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ENGINEER AND MAY
NOT BE REPRODUCED,
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
May 15, 2018
COMM. NO.
DRAWN BY
RL
PLUMBING
PLAN
A-12
Sheet 13 of 16
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TO SEWER
Plumbing Plan
SCALE: 114" = 1'0"
DRAWINGS NOT VALID UNLESS SIGNED
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ENGINEER AND MAY
NOT BE REPRODUCED,
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
May 15, 2018
COMM. NO.
DRAWN BY
RL
PLUMBING
PLAN
A-12
Sheet 13 of 16
A All
PLUMBING RISER
OUTSIDE MOP SINK
-PNANT
R SCHEDULE
ING
TO CITY SERVICE
DRAWINGS NOT VALID UNLESS SIGNED
SEALED & DATED BY A REGISTER PRORSSIONAL
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PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
May 15, 2018
COMM. NO.
DRAWN BY
RL
PLUMBING
RISER
A-13
Sheet 13 of 16
GENERAL NOTES
1. INSTALL BALANCING DAMPERS AS INDICATED AT ALL FLEX SUPPLY CONNECTIONS TO PLENUM
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108"
10" F. A, , w/DAMPER
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PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
May 15, 2018
COMM. NO.
DRAWN BY
RL
HVAC
PLAN
A-1
Sheet 14 of 16
n❑❑❑❑❑❑❑❑❑ a❑❑ n n is o a n u n ii ❑ ii 1) 1.1 ,., n u In Q a r, 0 I 0 n n ll 0 G, In V n A 1
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Kitchen
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15' Olt
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ALt1_111:2HLR
me
NOTE: 1/2" MAX ELVATION
A.F.F.
—F,l
MODULAR UNIT
TO LANDI
1:12 SLOPE MAX
TYPICAL PLAN OF HANDICAP RAMP
& DECK LAYOUT 30 MAX RISE — NO SWITCHBACKS
11,
m
72" MIN LEVEL
LANDING
HANDICAP RAMP SDE ELEVATION
1+ 3rn:.r« Iv rHZ),D Inrtu 11.
3 SYP #2 P.T.
:1 RAIL
x4 SYP #2 P.T.
DE RAILS
c4 BLIND CAIN
ETCH
6'-0" 0. C. 6'-0" 0. C.
I
VARIES SEE SITE PLAN VARIES SEE SITE PLAN
HANDICAP RAMP FRAMING PLAN
ADA RAMP
SCALE: 114"
_
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DRAWINGS NOT VALID UNLESS SIGNED
SEALED 6 DATED BY A REGISTER PROFLSSIONAL
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THIS DRAWING AND IT'S
REPRODUCTIONS ARE
THE PROPERTY OF THE
ENGINEER AND MAY
NOT BE REPRODUCED
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
May 15, 2018
COMM. NO.
DRAWN BY
RL
ADA
RAMP
(1 OF 2)
A-15
Sheet 15 of 16
RAILING PATTERN WILL NOT ALLOW
4" SPHERE TO PASS THRU IT.
SPNDLE DETAI
SEC70N
ADA RAMP
SCALE: 3/4" _
'OP PLATE
ENTER RAIL
OE RAIL
YP ##2 P.T.
JOIST
MPSON 2.5
SEAM
XISTING GRADE
44 P.T. POST
INSTALL (2) 3/8"x5"
GALV. LAG SCREWS
Ln FROM 2x8 BEAM
INTO P.T. POST TYP,
0
0
OVAL HAND RAIL
1-1/2" DIA.
2x6 DECKING
GALV. FRAME TIE STRAP
INSTALLED ON 48" SINGLE
HELIX ANCHOR @ 8'-0" MAX
1/2" 2x6 TOP PLATE
2x4 CENTER RAIL
2x4 TOE RAIL
2x6 SYP ##2 P.T.
FLOOR JO ST
W1 SIMPSON 2.5
2x6 BEAM
EXISTING GRADE
FASTENING SCHEDULE:
FASTEN
ALL 2x4 LUMBER INTO 2x LUMBER
WITH
2#12d
GALV.
BOX NAILS OR
EQUAL
FASTEN
ALL 2x4 LUMBER INTO 4x LUMBER
WITH
4
#12d GALV,
BOX NAILS OR
EQUAL
FASTEN
ALL 2x6 LUMBER INTO 2x LUMBER
WITH
3
12d GALV.
BOX NAILS OR
EQUAL
FASTEN
ALL 2x6 LUMBER INTO 4x LUMBER
WITH
5
12d GALV.
BOX NAILS OR
EQUAL
FASTEN
ALL 2x8 LUMBER INTO 2x LUMBER
WITH
4
12d GALV,
112d
BOX NAILS OR
EQUAL
FASTEN
ALL 2x8 LUMBER INTO 4x LUMBER
WITH
6
GALV,
BOX NAILS OR
EQUAL
GENERAL NOTES:
1. DECKING TO BE P.T. 2x6 WITH 1/4" MAX SPACING
2. MIN SOIL BEARING CAPACITY 2000 P.S.F,
3. ALL P.T. LUMBER TO BE APROVED FOR BELOW
GROUND USE. ALL RAMP JOIST FRAMING 2x6 P.T. LUMBER
4. ALL JOIST SPLICING SHALL OCCUR OVER 44 POST
(CENTER BUTT JOINT OVER 44 POST)
5. RAMP AND STAIRS TO HAVE A NON SKID TAPE, OR
OTHER NON SKID SURFACE APPLIED.
7, RAILS TO HAVE PATTERN SUCH THAT A 4" SPHERE CANNOT
PASS THRU. A HEIGHT OF 34" A BOTTOM RAIL OR CURB SHALL
BE PROVIDED THAT WILL REJECT THE PASSAGE OF A 2" DIAMETER SPHERE
TIE—DOWN STRAPS TO BE 1-1/4" x .035 GALVANIZED STEEL FEDERAL SPECIFICATIONS
QQS-781—H TYPE -1 FINISH—B GRADE -1 TIE DOWN STRAPS AND CONECTING HARDWARE
TO HAVE 4,725# MINIMUM ULTIMATE CAPACITY, EARTH AUGER ANCHORS TO HAVE 6,200 L.B.
MINIMUM ULTIMATE LOAD CAPACITY,
FLORIDA BUILDING CODE 5th EDITION (2017)
FLORIDA FIRE PREVENTION CODE 5th EDITION
51/S1ZD /g
O p
DESIGN LOADS
�Np
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WIND: 180 MPH
Qp
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'4�1"
EXPOSURE CATAGORY: C
O-(3
N
RISK CATEGORY: II
INTERNAL PRESURE COEF,: NA
rn
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RAMP LIVE LOAD 100 PSF
O O
O
51/S1ZD /g
THIS DRAWING AND IT'S
REPRODUCTIONS ARE
THE PROPERTY OF THE
ENGINEER AND MAY
NOT BE REPRODUCED
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
May 15, 2018
COMM. NO.
DRAWN BY
ADA
RAMP
(20F2)
A-1
Sheet 16 of 161
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THIS DRAWING AND IT'S
REPRODUCTIONS ARE
THE PROPERTY OF THE
ENGINEER AND MAY
NOT BE REPRODUCED
PUBLISHED OR USED IN
ANYWAY WITHOUT THE
WRITTEN PERMISSION
OF THE ENGINEER
DATE
May 15, 2018
COMM. NO.
DRAWN BY
ADA
RAMP
(20F2)
A-1
Sheet 16 of 161