HomeMy WebLinkAbout2669 Flicker Cv 18-3489 (A) NEW SFH� ao
�� Building &Fire Prevention Division
PERMIT APPLICATION
FIRE DEPARTMENT Application No: IF— 3 l B 9
3312o1
Documented Construction Value: $
Job Address: abbg T 1;cox CbyL-. Skn�e(,� FI 12773Historic District: Yes No
Parcel ID: 17-20-31-502-0000-1 A9 0 Residential Commercial
Type of Work: Neww] Addition[] Alteration Repair Demo❑ Change of Use❑ Move❑
Description of Work: NEW SINGLE FAMILY HOME
WYNDHAM PRESERVE LOT # k 19
Plan Review Contact Person: ANTHONY PERROTTI
Phone: 407-592-4187
Title: Account Manager
Fax: Email: Anthony@PermitsPermitsPermits.com
NTA
Property Owner Information Anthony Perrotti
407-592-4187
Name Park Square Enterprises LLC
Street: 5200 Vineland Rd STE 100
City, State Zip: Orlando FL 32811
Phone: Anthony@PermitsPerm its Permits. com
Resident of property? :
Contractor Information
Name VISHAAL S GUPTA - PARK SQUARE HOMES Phone: 407-5293100
Street: 5200 Vineland Rd STE 100
City, State Zip:
Name:
Street:
City, St, Zip: _
Orlando FL 32811
Bonding Company:
Address:
N/A
Fax:
State License No.: CRC1330351
Architect/Engineer Information
Phone:
Fax:
E-mail:
Mortgage Lender: N/A
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: N C�
Documented Construction Value: $ 2,400.00
.lob Address: 2669 Flicker Cove, Sanford 32771 (Lot 119) Historic District: Yes ❑ No ❑
Parcel ID: Parent 17203150100000010 Residential ❑X Commercial ❑
Type of Work: New ❑ Addition ❑ Alteration ❑ Repair ❑ Demo ❑ Change of Use ❑ Move ❑
Description of work: Temporary Construction Trailer - no bathroom
Plan Review Contact Person: Michelle Parkison
Phoue:407-529-3135 Fax:
Name Park Square Enterprises LLC
Street: 5200 Vineland Rd Suite 200
City, State Zip: Orlando, FL 32811
Title: Permitting Manager
Email: mparkisonnparksquarehomes.com
Property Owner Information
Phone: 407-529-3000
Resident of property?
No
Contractor Information
Name Park Square Homes/ Vishaal Gupta Pltone: 407-529-3000
Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001
City, State Zip: Orlando, FL 32811
Name:
Street:
City, St, Zip:
Bonding Compaily:
State License No.: CRC1330351
Architect/Engineer Information
Phone:
Fax:
E-mail: —
Mortgage Lender:
Address: Address:
WARNING TO O'VYNER: YOUR FAILURE TO RECORD A NOTICE; OF CONINIENCEMENT i11AY RESULTIN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF CONINIENCEAIENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE TRE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NO'T'ICE OF
COMMENCEMENT.
Application is hereby (rtade to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
1+BC 105.3 Shall be inscribed with the date of application and (lie code in effect as of that date: 5"' Edition (2014) Florida Building Code
Revised: June 30, 2015 Permit Application
PIER
&
STRAPPING SCHEDULE
30'
BOX
6 PIERS
0
U
PER SIDE
O
Ill-
30'
BOX
130
MPH
3
STRAPS
PER
SIDE
30'
BOX
140
MPH
4
STRAPS
PER
SIDE
xw
30'
BOX
150
MPH
4
STRAPS
PER
SIDE
O
J z
30'
BOX
160
MPH
5
STRAPS
PER
SIDE
Q
30'
BOX
170
MPH
6
STRAPS
PER
SIDE
z
BOX
180
MPH
7
STRAPS
PER
SIDE
�HVHZ�30'
HVHZ
40'
BOX
7 PIERS
PER SIDE
40'
BOX
130
MPH
5
STRAPS
PER
SIDE
40'
BOX
140
MPH
5
STRAPS
PER
SIDE
40'
BOX
150
MPH
6
STRAPS
PER
SIDE
40'
BOX
160
MPI-]
6
STRAPS
PER
SIDE
40'
BOX
170
MPH
7
STRAPS
PER
SIDE
40'
BOX
180
MPH
8
STRAPS
PER
SIDE
�HVHZ�
HVHZ
44'
BOX
8 PIERS
PER SIDE
44'
BOX
130
MPH
5
STRAPS
PER
SIDE
44'
BOX
140
MPH
5
STRAPS
PER
SIDE
44'
BOX
150
MPH
6
STRAPS
PER
SIDE
44'
BOX
160
MPH
7
STRAPS
PER
SIDE
44'
BOX
170
MPH
8
STRAPS
PER
SIDE
BOX
180
MPH
9
STRAPS
PER
SIDE
�HVHZ�44'
HVHZ
46'
BOX
8 PIERS
PER SIDE
46'
BOX
130
MPH
5
STRAPS
PER
SIDE
46'
BOX
140
MPH
5
STRAPS
PER
SIDE
46'
BOX
150
MPH
6
STRAPS
PER
SIDE
46'
BOX
160
MPH
7
STRAPS
PER
SIDE
46'
BOX
170
MPH
8
STRAPS
PER
SIDE
BOX
180
MPH
9
STRAPS
PER
SIDE
�HW$46'
HVH
52'
BOX
9 PIERS
PER SIDE
52'
BOX
130
MPH
5
STRAPS
PER
SIDE
52'
BOX
140
MPH
5
STRAPS
PER
SIDE
52'
BOX
150
MPH
6
STRAPS
PER
SIDE
52'
BOX
160
MPI-]
7
STRAPS
PER
SIDE
52'
BOX
170
MPH
8
STRAPS
PER
SIDEMHZ
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52'
BOX
180
MPH
9
STRAPS
PER
SIDE
)
56'
BOX
10
PIERS
PER SIDE
56'
BOX
130
MPH
5
STRAPS
PER
SIDE
56'
BOX
140
MPI-]
6
STRAPS
PER
SIDE
56'
BOX
150
MPH
7
STRAPS
PER
SIDE
56'
BOX
160
MPH
8
STRAPS
PER
SIDE
56'
BOX
170
MPH
9
STRAPS
PER
SIDE
(HVHZ
56'
BOX
180
MPI-]
10
STRAPS PER SIDE
(HVHZ)
60'
BOX
10 PIERS
PER SIDE
60'
BOX
130
MPH
6
STRAPS
PER
SIDE
60'
BOX
"140
MPH
7
STRAPS
PER
SIDE
60'
BOX
150
MPH
8
STRAPS
PER
SIDE
60'
BOX
160
MPI-]
9
STRAPS
PER
SIDE
60'
BOX
170
MPH
10
STRAPS
PER SIDEFIVFIZ
60'
BOX
180
MPH
11
STRAPS
PER
SIDE
((HVHZ
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w
i
I,.. --OPTIONAL CAP BLOCK
16"x18"0/8" ABS PAD- --8"x8"x•16" BLOCK
NOTE: MAXIMUM OF (2) LAYERS
OF WOOD MAY BE USED.
A PIER "A"
14 I.7C LE- S/4"l = tI-Olt
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F.T. F.T. LLLU
UTE: THIS FOUNDATION PLAN WAS DESIGNED
IN ACCORDANCE WITH THE FBC 5th EDITION & THE
2015 EPCOT BUILDING CODE.
NOTE: STEEL PIERS MAY BE SUBSTITUTED IN LIEU
OF THE MASONRY PIERS SHOWN.
NOTE: LESSEE/END USER IS RESPONSIBLE FOR LOCATING
SIZE
ALL UNDERGROUND UTILITIES AND OBSTRUCTIONS. FOUNDATION PLAN
OTE: LESSEE/END USER IS RESPONSIBLE FOR CONDUCTING SCALE: 1/41' = I' -01I
A "PULL TEST' IF REQUIRED FOR PERMITTING.
16"x18"x3/4" ABS PAD
(MINUTE MAN PRODUCT OR
AN APPROVED EQUAL)
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ANCHORS ABILITY
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UPLIFT MUST BE
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ATTENTION
OF THE ARCHITECT.
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TYP. ANCHOR TYPES
SCALE: -NTS- -
SYMBOLS
TF.T. FRAME TIE -DOWN FASTENED
TO GROUND ANCHOR
P.T. 2x8 SHIMS 2S 11%
: 2 - 4"x8"x16" CAP BLOCK �i °O
1
(3) 16"X18" ABS PAD 4 2 - 8"x8"x16" BLOCK _
.......:......... .
NOTE: MAXIMUM OF (2) LAYERS 1 -g
2'-8" OF WOOD MAY BE USED.
NOTE: EACH ADDITIONAL COURSE OF BLOCK 3) 16"x•18%3/4" ABS PADS STACKED
MUST BE SET PERPINDICULAR TO THE PREVIOUS MINUTE MAN PRODUCT OR AN APPROVED
COURSE. EQUAL)
PIERS 3211- 40"
SCALE: 3/4" = P-0"
PER
1"7
B SECTION TIE DOWN, SIDEWALL(TYP.) __
A n SCALE: 3/411= P -O"
ABER BEYOND
A (TYP)
X66
FOUNDATION NOTES.
MATERIAL SPECIFICATIONS:
SOIL & SITE PREPARATION:
1. FOUNDATION DESIGN IS BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF
2000 PSF.•IAN Y SOIL CONDITIONS THAT MAY DIFFER FROM THIS MUST BE BROUGHT
TO THE fTTENTION OF THE ARCHITECT,
2. FOUNDATIONS SHALL BE BUILT ON UNDISTURBED SOIL OR PROPERLY COMPACT
FILL MATERIAL. COMPACTED SOILS SHALL BE TESTED TO A MINIMUM OF 95%
PROCTOR IN ACCORDANCE WITH ASTM D 1557.
3. EXCAVATIONS FOR FOUNDATIONS SHALL BE BACKFILLED WITH SOIL WHICH IS
FREE OF ORGANIC MATERIAL, CONSTRUCTION DEBRIS, AND LARGE ROCKS.
4. LESSEE/END USER IS RESPONSIBLE FOR INSURING THAT SITE/SOIL CONDITIONS
MEET OR EXCEED THE REQUIREMENTS SHOWN.
BASE PAD:
I. PIER FOOTING TYPE "A" SHALL BE 16"X18" ABS PAD OR 16"X16"X4", 2500 PSI
CONCRETE PAD. PIER TYPE "B" SHALL USE (3) 16"X18" PADS STACKED,
2, CONCRETE IN FOOTINGS SHALL HAVE A SPECIFIED COMPRESSIVE S'T'RENGTH OF NO
LESS 'THAN 2500 PSI AI' 28 DAYS.
MASONRY UNIT:
1. PIERS SHALL BE CONSTRUCTED WITH NOMINAL 8"X8"X16" CONCRETE MASONRY
UNITS CONFORMING TO ASTM C-90.
WOOD & SHIM MATERIAL:
1. ALL WOOD BLOCKING AND SHIMS SHALL BE CEDAR OR PRESSURE TREATED.
GROUND ANCHORS:
L„
1. GROUND ANCHORS SHALL HAVE 47254 MIN. ULTIMATE CAPACITY & SHALL BE
INSTALLED IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS.
TIE -DOWN STRAPS:
1. THE TIE -DOWN S'T'RAPS SHALL BE 1-q'" X 0.35" GALVANIZED STEEL QQS-781-H TYPE 1
FINISH -B, GRADE -1. TLE -DOWN STRAPS ANC CONNECTING HARDWARE SHALL HAVE
4725# MIN. ULTIMATE CAPACITY.
INSTALLATION SPECIFICATIONS:
SOIL & SITE PREPA P.ATION:
1. WHERE WATER IMPACTS THE GROUND FROM A ROOF VALLEY, DOWN SPOUT,
SCUPPER, OR O'T'HER RAINWATER COLLECTION OR DIVERSION DEVICE, PROVISIONS
SHALL BE MADE TO PREVENT SOIL EROSION AND DIRECT THE WATER AWAY FROM
THE FOUNDATION.
2. FINISH GRADE SHALL BE SLOPED AWAY FROM THE FOUNDATION FOR DIWNAGE.
THE ARES`• UNDER FOOTINGS, FOUNDATIONS, AND CONCRETE SLABS ON GRADE
SHALL H:^, VE NO VEGII'ATION, S'L'UMPS, ROOTS, AND FOREIGN MATERIAL REMOVED
PRIOR TO THEIR CONSTRUCTION. FILL MATERIAL SHALL BE FREE OF VEGETATION
AND FOREIGN MATERIAL.
RECORD COPY
MASONRY UNIT:
1. LONG DIMENSION OF ALL PIERS MAY BE INSTALLED PER PINDICULAR OR PARALLEL
TO THE FRAME. MAXIMUM OF (4) COURSES, (32" HIGH) UNLESS O'T'HERWISE NOTED.
2. FOUNDATION WALLS OF HOLLOW MASONRY CONSTRUCTION SHALL BE
CAPPED WITH 4" OF SOLID MASONRY OR CONCRETE, OR SOLID 2x P.T. LUMBER.
3. CONCRETE MASONRY UNIT'S SHALL CONFORM TO THE ASTM C 90 STANDARDS.
4. CONSTRUCTION.OF DRY -STACKED, SURFACE BONDED MANSONRY WALLS WHEN
S ECTFIED I C G A
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P , N LUDIN ST CKING AND LEVELING OF ALL UNITS, MIXING AND THF, •
APPLICATION OF MOR'T'AR, CURING AND PROTECTION SHALL COMPLY WITH ASTM
C 946.
TIE -DOWN STRAPS; LL
1. THE FIRS 1' TIE -DOWN STRIP FROM THE ENDWALL SHALL NOT EXCEED 2'-611. uj
2. REFER TO TIE -DOWN CHART FOR MINIMUM NUMBER OF GROUND ANCHORS,
NUMBER OF ANCHORS MAY VARY FROM WHAT IS SHOWN ON THE FOUNDATION �/�
PLAN. V r
O
5th Edition FBC w/ 2016 SUPPLEMENTS
DESIGN LOADS:
1. BASIC WIND SPEED- SEE PIER & STRAPPING SCHED.
2, RISK CATEGORY : II
3. WIND EXPOSURE: C
4. INTERNAL PRESSURE COEFF.: ' ; 0.18
SANFC RD BUII_DINQ DIVISION
A PERMIT IS UED SHALL BE CONSTRUED TO BE A
LICENSE TO P IOCEED WITH THE WORK AND NOT A
H Y ''O VIOLATE, CANCEL, ALTER OR SET
CONSULTING ARCHIVE ANY THE PROVISIONS OF THE TECHNICA
(. 3, NO ' 1ALL ISSUANCE OF A PERMIT PREVE
THOMAS L. MELTON THE Bl L ING OFFICIAL FROM THEREAFTER
REQUIRIN i CORRECTION OF ERRORS IN PLANS
FLORIDA # AR0017033CQN5rF C rION OR VIOLATIONS OF THIS CODE
REVISION DATE: DATE: 04-17-2017
0SA/Vp0no
DRAWN: R.C.S.
JOB #: STOCH
SHEET NO.
A4
I'D COPYNIGH f 2007 MUUI II_AR PI AN`,.; DESIGN, CO ----
,
,
,
,
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1=
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GENERAL NOTE:
SANFC RD BUII_DINQ DIVISION
A PERMIT IS UED SHALL BE CONSTRUED TO BE A
LICENSE TO P IOCEED WITH THE WORK AND NOT A
H Y ''O VIOLATE, CANCEL, ALTER OR SET
CONSULTING ARCHIVE ANY THE PROVISIONS OF THE TECHNICA
(. 3, NO ' 1ALL ISSUANCE OF A PERMIT PREVE
THOMAS L. MELTON THE Bl L ING OFFICIAL FROM THEREAFTER
REQUIRIN i CORRECTION OF ERRORS IN PLANS
FLORIDA # AR0017033CQN5rF C rION OR VIOLATIONS OF THIS CODE
REVISION DATE: DATE: 04-17-2017
0SA/Vp0no
DRAWN: R.C.S.
JOB #: STOCH
SHEET NO.
A4
I'D COPYNIGH f 2007 MUUI II_AR PI AN`,.; DESIGN, CO ----
,
,
,
,
REVIEWED
FOR CODE COMPLIANCE
J
GROUND
ANCHOR
_
NOTEe,F
ee�
PLANS EXAMINER
GENERAL NOTE:
lE5-I4-%'I
DATE
® ® �
STABILIZER PLATES ARE NOT
REQUIRED WITH
INSTALLATION. HOWEVER ANY
UNSTABLE SOIL
CONDITIONS THAT
MAY IMPACT
THE GROUND
ANCHORS ABILITY
TO RESIST
UPLIFT MUST BE
BROUGHT TO THE
ATTENTION
OF THE ARCHITECT.
SANFC RD BUII_DINQ DIVISION
A PERMIT IS UED SHALL BE CONSTRUED TO BE A
LICENSE TO P IOCEED WITH THE WORK AND NOT A
H Y ''O VIOLATE, CANCEL, ALTER OR SET
CONSULTING ARCHIVE ANY THE PROVISIONS OF THE TECHNICA
(. 3, NO ' 1ALL ISSUANCE OF A PERMIT PREVE
THOMAS L. MELTON THE Bl L ING OFFICIAL FROM THEREAFTER
REQUIRIN i CORRECTION OF ERRORS IN PLANS
FLORIDA # AR0017033CQN5rF C rION OR VIOLATIONS OF THIS CODE
REVISION DATE: DATE: 04-17-2017
0SA/Vp0no
DRAWN: R.C.S.
JOB #: STOCH
SHEET NO.
A4
I'D COPYNIGH f 2007 MUUI II_AR PI AN`,.; DESIGN, CO ----
,
,
,
,
F.I.F ELEV
2'-6"(2.50')
c END OF RAMP VIEW
i"
DIRECTION/
7'-4"
LANDING
w
RSl SCALE: 3/4" = I'-0"
V
'
❑
2"x5"x1/8"
C'
5'-4" i\
DENOTES
ANCHOR LOCATION
SEE PAGE 9 FOR DETAILS
AND NOTE #17 ON COVER
PAGE
L-
II
li
li
I
4'-0" x 10'-0" 4'-0" x 10'-0"
RAMP SECTION RAMP SECTION
it
II
r
4'-0" x 10'-0"
RAMP SECTION ELEV-1
0'-0"(0.00')
RAMP DOWN (1:12 MAX.)
H
RS1
TIE DOWN PLAN
SCALE: 3/16" = 1'-0"
TIE -DOWN DESIGN LOADS:
WIND LOAD: 180 MPH
rvnr.ni irir i--.nrr��r-w. n
ELEVATION PLAN
SCALE: 3/16" = V-0"
W
V
r
NOTE:
NO OPENING WILL ALLOW A 4"
SPHERE TO PASS THROUGH.
ri�rd-
NOTE:
ALL OTHER LANDING
WALKING RAILS SIMILIAR
SURFACE
I 5'-4"
ELEVATION VIEW
A 5'-411 LANDING RAIL
RS1 SCALE: 1 1/2" = F-0"
UM0 1-MAINNEL
#14 x 3/4" LONG SELF 2" x 5" x 3/16"
DRILLING PAN HEAD SCREW
(12" O.C. MAX)
1/8" 2-12
1/81, 2-12
2"x5"x1/8"
URS DECK ANGLE
3/4"x0.
6" OR 8" SELF MATING EXTRUDE[ QK
ALUMINUM DECK WITH
SLIP RESISTANT SURFACE
1 1 /2"x1 "x0.093"
2"x5"x1/8" SNAP CHANNEL
f� SELF MATING CHANNEL W/ CLOSURE
iC 1/8" V CORNERLANDISNG
PLAN VIEW 1"x3"x1/8" RECT.
ALUM. TUBE STRINGER,
a
51-4 11 S Q LANDING
R$1 SCALE: 1 1/2" = V-0"
11"
STAIR TO LANDING
CONNECTION 2 2RS1 1/8
1 DETAIL
2"x5"x
SELF -MATING CHAN
1 7/16"x
WALL
TUBE VEF
DENOTES
ANCHOR LOCATION
M
c END OF RAMP VIEW
A
w
RSl SCALE: 3/4" = I'-0"
V
GENERAL NOTES:
❑
2"x5"x1/8"
C'
1.
V
�1 b
�
2
DETAIL
SELF MATING ALUM.
ALUMINUM ASSOCIATION SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES:
uj
F_
�
CHANNEL W/,125"
TO BE 6061-T6, 6063-T6 AND 6005-T5ALUMINUM ALLOY,
RS1
N
RADIUS EDGES
i�
5,
WELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS D1:2-97 GAS METAL ARC WELD :NG CGMAW)
SCALE: NTS
6,
m
i
7.
LANDING, RAMP, AND STAIR SECTIONS ARE TO BE ENGINEERED FOR A 10OPSF LIVE _❑AD.
8.
LANDING AND RAMP WALKING SURFACES SHALL BE DESIGNED FOR A MINIMUM C❑NCEHTRATED
EXTRUDED SLIP -RESISTANT
VERTICAL LOAD OF 300 LBS APPLIED EVENLY OVER A 12"x12' AREA: STAIR TREPDS SHALL
j
2"x5"x1/8"
URS DECK ANGLE
3/4"x0.
6" OR 8" SELF MATING EXTRUDE[ QK
ALUMINUM DECK WITH
SLIP RESISTANT SURFACE
1 1 /2"x1 "x0.093"
2"x5"x1/8" SNAP CHANNEL
f� SELF MATING CHANNEL W/ CLOSURE
iC 1/8" V CORNERLANDISNG
PLAN VIEW 1"x3"x1/8" RECT.
ALUM. TUBE STRINGER,
a
51-4 11 S Q LANDING
R$1 SCALE: 1 1/2" = V-0"
11"
STAIR TO LANDING
CONNECTION 2 2RS1 1/8
1 DETAIL
2"x5"x
SELF -MATING CHAN
1 7/16"x
WALL
TUBE VEF
DENOTES
ANCHOR LOCATION
M
c ISO RAMP W/ RAILING
RS1 SCALE: 3" = U-0"
STAIR STRINGERRS1 SLIP -RESISTANT STAIR TREAD 3
2" x 8" x 1/8" ALUM TUBE SCALE: 3"=1'-0" 24 I
L--�
0
(TYPICAL)
L— o
LANDING
URS CHANNEL
w 2" x 5" x 1/8"
W
EACH
OCCURANCE 1"-3"
U)
U)
-
1/4" x 3/4" LG SELF.
U- DRILLING HEX HEAD SCREW
co EACH
OCCURANCE 1/8" 1"-12"
EACH VERTICAL LEG
(EVERY TREAD) 1/8" 1 1/4"
EACH
OCCURANCE 1/8" 2-12
RISER PLATE
8" x 1/8" THK
c END OF RAMP VIEW
A
w
RSl SCALE: 3/4" = I'-0"
V
GENERAL NOTES:
❑
2"x5"x1/8"
C'
1.
V
♦��^^
�
2
DETAIL
SELF MATING ALUM.
ALUMINUM ASSOCIATION SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES:
uj
F_
�
CHANNEL W/,125"
TO BE 6061-T6, 6063-T6 AND 6005-T5ALUMINUM ALLOY,
RS1
N
RADIUS EDGES
i�
5,
WELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS D1:2-97 GAS METAL ARC WELD :NG CGMAW)
SCALE: NTS
6,
m
7.
c ISO RAMP W/ RAILING
RS1 SCALE: 3" = U-0"
STAIR STRINGERRS1 SLIP -RESISTANT STAIR TREAD 3
2" x 8" x 1/8" ALUM TUBE SCALE: 3"=1'-0" 24 I
L--�
0
(TYPICAL)
L— o
LANDING
URS CHANNEL
w 2" x 5" x 1/8"
W
EACH
OCCURANCE 1"-3"
U)
U)
-
1/4" x 3/4" LG SELF.
U- DRILLING HEX HEAD SCREW
co EACH
OCCURANCE 1/8" 1"-12"
EACH VERTICAL LEG
(EVERY TREAD) 1/8" 1 1/4"
EACH
OCCURANCE 1/8" 2-12
RISER PLATE
8" x 1/8" THK
TOP OF
RAMP DECK co
c,
1
RS1
---_.... RAIL MOUNTING POCKET
2" x 2" x 1/8" TUBE CIDI
1/4"x3/4" H.H. SELF
oDRILLING SCREWS (TYP)
1'-0" U.C. MIN.
1/8" 1/2" @ EVERY RIB
F RAMP TO RAIL CONNECTION
ELE V A•I •IUN PLAN
SCALE: 3/16" = 1'4
ALL RECTANGULAR LANDINGS o
TOP OF LANDING THRESHOLD
'z V1 1/4" D EA. LEG 1/8"
1/2" @ EA. RIB1/8"O
0
.a
LL
PRESSURE TREATED WOOD
BLOCKS (EVERY 18' TO 24" O.C.j/
DIFFERENT TYPES OF ATTACHMENT:
1.) FOR ATTACHMENT LIGHT GAUGE METAL JOIST: THROUGH BOLT WITH 5/16" DIA.
HEX -HEAD BOLT, FLAT WASHER, & 5/16" NUT. (12" O.C. MAX.)
2.) FOR ATTACHMENT TO WOOD: 5/16" DIA. HEX - HEAD LAG SCREWS (12" O.G. MAX.)
3.) FOR ATTACHMENT CEMENT: 3/8" DIA. HEX - HEAD SLEEVE ANCHORS. (12" O.C. MAX.)
RAMP TO RAIL CONNECTION
SCALE: 1 1/2" = P-0"
11 15/16"
SCALE: 1 1/2" = P-0"
3 3/4" (INSIDE/INSIDE)
i SEE NOTE BEL
3"x3"x1/4" THK ANGLE x6 3/4"
V-6" MIN LEVEL 12
\ I. (TYP) I� 1
"LOWER END HOOP cv
r
12
I
1 / FINISHED GRADE
WALKING SURFACE
VERTICAL PICKET GUARDRAIL 1/4" THK TRANSITION PLATE
1 1/2"x 6" AND 8" ALUM. DECK W/SLIP RESISTANT SURFACE
NOTE:
NO OPENING WILL ALLOW A 4" SPHERE TO PASS THROUGH.
c END OF RAMP VIEW
A
CROSS SECTION
RSl SCALE: 3/4" = I'-0"
V
GENERAL NOTES:
2"x5"x1/8"
C'
1.
ALUMINUM RAMP, LANDING AND STAIR SECTIONS SHALL BE A RIGID, FREE -SPAN DESIGN,
♦��^^
2,
2
DETAIL
SELF MATING ALUM.
ALUMINUM ASSOCIATION SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES:
uj
3.
ALUMINUM CONSTRUCTION USING THE 6000 SERIES ALUMINUM ALLOYS, STRUCTURAL MEMBERS
CHANNEL W/,125"
TO BE 6061-T6, 6063-T6 AND 6005-T5ALUMINUM ALLOY,
RS1
2 3/4"X1 1/2" STAIR URS HINGE
RADIUS EDGES
i�
5,
WELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS D1:2-97 GAS METAL ARC WELD :NG CGMAW)
SCALE: NTS
6,
ALL FASTENERS TO BE III -8 (SERIES 304) STAINLESS STEEL UNLESS OTHERWISE NITED.
7.
LANDING, RAMP, AND STAIR SECTIONS ARE TO BE ENGINEERED FOR A 10OPSF LIVE _❑AD.
8.
LANDING AND RAMP WALKING SURFACES SHALL BE DESIGNED FOR A MINIMUM C❑NCEHTRATED
EXTRUDED SLIP -RESISTANT
VERTICAL LOAD OF 300 LBS APPLIED EVENLY OVER A 12"x12' AREA: STAIR TREPDS SHALL
j
BE DESIGNED TO WITHSTAND A MINIMUM CONCENTRATED LOAD OF 300 LBS OVER A 4 INCH
ALUMINUM STAIR TREAD (TYPICAL)
AREA,
J
TOP OF
RAMP DECK co
c,
1
RS1
---_.... RAIL MOUNTING POCKET
2" x 2" x 1/8" TUBE CIDI
1/4"x3/4" H.H. SELF
oDRILLING SCREWS (TYP)
1'-0" U.C. MIN.
1/8" 1/2" @ EVERY RIB
F RAMP TO RAIL CONNECTION
ELE V A•I •IUN PLAN
SCALE: 3/16" = 1'4
ALL RECTANGULAR LANDINGS o
TOP OF LANDING THRESHOLD
'z V1 1/4" D EA. LEG 1/8"
1/2" @ EA. RIB1/8"O
0
.a
LL
PRESSURE TREATED WOOD
BLOCKS (EVERY 18' TO 24" O.C.j/
DIFFERENT TYPES OF ATTACHMENT:
1.) FOR ATTACHMENT LIGHT GAUGE METAL JOIST: THROUGH BOLT WITH 5/16" DIA.
HEX -HEAD BOLT, FLAT WASHER, & 5/16" NUT. (12" O.C. MAX.)
2.) FOR ATTACHMENT TO WOOD: 5/16" DIA. HEX - HEAD LAG SCREWS (12" O.G. MAX.)
3.) FOR ATTACHMENT CEMENT: 3/8" DIA. HEX - HEAD SLEEVE ANCHORS. (12" O.C. MAX.)
RAMP TO RAIL CONNECTION
SCALE: 1 1/2" = P-0"
11 15/16"
SCALE: 1 1/2" = P-0"
3 3/4" (INSIDE/INSIDE)
i SEE NOTE BEL
3"x3"x1/4" THK ANGLE x6 3/4"
V-6" MIN LEVEL 12
\ I. (TYP) I� 1
"LOWER END HOOP cv
r
12
I
1 / FINISHED GRADE
WALKING SURFACE
VERTICAL PICKET GUARDRAIL 1/4" THK TRANSITION PLATE
1 1/2"x 6" AND 8" ALUM. DECK W/SLIP RESISTANT SURFACE
NOTE:
NO OPENING WILL ALLOW A 4" SPHERE TO PASS THROUGH.
SCALE: 3" = 1'-0"
V-6" LONG xm5/8" 1 1/4"x0.035"
TIE -DOWN EARTH STRAPPING ANSI &
ANCHOR WITH GROUND ASTM CERTIFIED
DOUBLE HELIX
AND STABILIZER PLATE
BEHIND ANCHOR
5"x1 /8"
IBE
z
0
E TIE DOWN EARTH ANCHOR
RS1 SCALE: 1 1/2" = 1'-0"
FBC, 5TH EDITION W/ 2016 SUPP
COMPLIANCE STATEMENT:
1. BASIC WIND SPEED- 180 MPH (HVHZ)
2. RISK CATEGORY: II
3. WIND EXPOSURE: C
4. DECK LIVE LOAD: 100 PSF
5. HANDRAIL IMPACT: 200 PSF
DESIGN CRITERIA
COMPLIANCE STATEMENT:
FLORIDA BUILDING CODE, 5TH ED W/ 2016 SUPP
FFPC, 5TH EDITION W/ 2016 SUPPLEMENTS
2015 EPCOT BUILDING CODE W 2016 & 2017 SUPP
2015 EPCOT ACCESSIBILITY CODE W/ 2016 SUPP
REVISION DATE:
Q CUPYRIGhiT 2015 -MODULAR PLAN5 DESIGN, CO.
CONSULTIN(I ARCHITECT
THOMAS L. MELTON
FLORIDA # AROO17033
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c END OF RAMP VIEW
A
RSl SCALE: 3/4" = I'-0"
V
GENERAL NOTES:
C'
1.
ALUMINUM RAMP, LANDING AND STAIR SECTIONS SHALL BE A RIGID, FREE -SPAN DESIGN,
♦��^^
2,
DESIGN OF THE ALUMINUM STRUCTURES SHALL CONFORM TO THE CURRENT EDITION CIF THE
y
V)
SCALE: 3" = 1'-0"
V-6" LONG xm5/8" 1 1/4"x0.035"
TIE -DOWN EARTH STRAPPING ANSI &
ANCHOR WITH GROUND ASTM CERTIFIED
DOUBLE HELIX
AND STABILIZER PLATE
BEHIND ANCHOR
5"x1 /8"
IBE
z
0
E TIE DOWN EARTH ANCHOR
RS1 SCALE: 1 1/2" = 1'-0"
FBC, 5TH EDITION W/ 2016 SUPP
COMPLIANCE STATEMENT:
1. BASIC WIND SPEED- 180 MPH (HVHZ)
2. RISK CATEGORY: II
3. WIND EXPOSURE: C
4. DECK LIVE LOAD: 100 PSF
5. HANDRAIL IMPACT: 200 PSF
DESIGN CRITERIA
COMPLIANCE STATEMENT:
FLORIDA BUILDING CODE, 5TH ED W/ 2016 SUPP
FFPC, 5TH EDITION W/ 2016 SUPPLEMENTS
2015 EPCOT BUILDING CODE W 2016 & 2017 SUPP
2015 EPCOT ACCESSIBILITY CODE W/ 2016 SUPP
REVISION DATE:
Q CUPYRIGhiT 2015 -MODULAR PLAN5 DESIGN, CO.
CONSULTIN(I ARCHITECT
THOMAS L. MELTON
FLORIDA # AROO17033
❑
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c END OF RAMP VIEW
A
RSl SCALE: 3/4" = I'-0"
V
GENERAL NOTES:
C'
1.
ALUMINUM RAMP, LANDING AND STAIR SECTIONS SHALL BE A RIGID, FREE -SPAN DESIGN,
♦��^^
2,
DESIGN OF THE ALUMINUM STRUCTURES SHALL CONFORM TO THE CURRENT EDITION CIF THE
v�
ALUMINUM ASSOCIATION SPECIFICATIONS AND GUIDELINES FOR ALUMINUM STRUCTURES:
uj
3.
ALUMINUM CONSTRUCTION USING THE 6000 SERIES ALUMINUM ALLOYS, STRUCTURAL MEMBERS
0.
TO BE 6061-T6, 6063-T6 AND 6005-T5ALUMINUM ALLOY,
4,
ALUMINUM WILL BE STANDARD MILL FINISH UNLESS OTHERWISE NOTED:
♦�y
5,
WELDING SHALL BE IN ACCORDANCE WITH ANSI/AWS D1:2-97 GAS METAL ARC WELD :NG CGMAW)
vn
6,
ALL FASTENERS TO BE III -8 (SERIES 304) STAINLESS STEEL UNLESS OTHERWISE NITED.
7.
LANDING, RAMP, AND STAIR SECTIONS ARE TO BE ENGINEERED FOR A 10OPSF LIVE _❑AD.
8.
LANDING AND RAMP WALKING SURFACES SHALL BE DESIGNED FOR A MINIMUM C❑NCEHTRATED
VERTICAL LOAD OF 300 LBS APPLIED EVENLY OVER A 12"x12' AREA: STAIR TREPDS SHALL
j
BE DESIGNED TO WITHSTAND A MINIMUM CONCENTRATED LOAD OF 300 LBS OVER A 4 INCH
AREA,
9,
RAMP AND LANDING GUARDRAILS TO BE 42 INCH MINUMUM HEIGHT UNLESS OTHERWISE
�✓
SPECIFIED. (34 AND 38 INCH TWO-LINE RAMP RAILS AND 34 AND 38 INCH VERTIC )L PICKET
RAMP RAILS AS WELL AS CUSTOM DESIGN RAMP RAILS AVAILABLE UPON REQUEST -OR
SYSTEMS NO MORE THAN 30 INCHES ABOVE FINISHED GROUND LEVEL,
10,HANDRAIL
ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A LOAD OF 50 'LF
APPLIED IN ANY DIRECTION AT THE TOP ❑F -THE RAIL,
11:
HANDRAIL ASSEMBLIES AND GUARDRAILS SHALL BE ABLE TO RESIST A SINGLE
CONCENTRATED, LOAD OF 250 LBS, APPLIED IN ANY DIRECTION AT ANY P❑INT ALONG THE
TOP OF THE RAIL, THIS LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITI- THE
LOADS SPECIFIED IN THE PRECIDING PARAGRAPH,
12,
INTERMEDIATE RAILS ( 1LL -THOSE EXCEPT HANDRAILS), BALUSTERS AND PANEL FILLERS
SHALL BE DESIGNED T I WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 5( LBS ON
AN EQUAL TO 1 SQUATS FOOT, INCLUDING OPENINGS AND SPACE BETWEEN RAILS,
13,
GUARDRAIL SYSTEMS S TALL BE DESIGNED S❑ -THAT A 4 (FOUR) INCH SPHERE CANN IT PASS
THROUGH ANY OPENING,
14,
DECK SURFACE SHALL BE SLIP RESISTANT, EXTRUDED ALUMINUM DECKING WITH A RIPLE
I -BEAM, SELF -MATING DESIGN,
15,
ALL SURFACES, MEMBERS AND THEIR WELDED JOINTS SHALL BE SMOOTH AND FREE FROM
SHARP OR JAGGED EDGES,
16.ALL
DESIGNS SHOWN HEREIN ARE SUBJECT TO CHANGE PENDING FIELD VERIFICATIO \I OF
EXISTING CONDITIONS,
(5J) SLOPE RAMP SECTION
RAMP @ 1;12
(HANDRAIL NOT INSTALLED)
PROPRIETARY HINGE EXTRUSION
(SAME WIDTH AS RAMP)
TOP OF DECK _
TOP OF
–
DECK
�
1
1/8" 1 1/4" @ EA. LEG
1/8" 1/2" @ EA. RIB
RAMP TO LANDING
CONNECTOR
1/4"x3/4" SELF
DRILLING HEX HEAD
SCREWS
RAMP TO LANDING CONNECTION
SCALE: 3" = 1'-0"
V-6" LONG xm5/8" 1 1/4"x0.035"
TIE -DOWN EARTH STRAPPING ANSI &
ANCHOR WITH GROUND ASTM CERTIFIED
DOUBLE HELIX
AND STABILIZER PLATE
BEHIND ANCHOR
5"x1 /8"
IBE
z
0
E TIE DOWN EARTH ANCHOR
RS1 SCALE: 1 1/2" = 1'-0"
FBC, 5TH EDITION W/ 2016 SUPP
COMPLIANCE STATEMENT:
1. BASIC WIND SPEED- 180 MPH (HVHZ)
2. RISK CATEGORY: II
3. WIND EXPOSURE: C
4. DECK LIVE LOAD: 100 PSF
5. HANDRAIL IMPACT: 200 PSF
DESIGN CRITERIA
COMPLIANCE STATEMENT:
FLORIDA BUILDING CODE, 5TH ED W/ 2016 SUPP
FFPC, 5TH EDITION W/ 2016 SUPPLEMENTS
2015 EPCOT BUILDING CODE W 2016 & 2017 SUPP
2015 EPCOT ACCESSIBILITY CODE W/ 2016 SUPP
REVISION DATE:
Q CUPYRIGhiT 2015 -MODULAR PLAN5 DESIGN, CO.
CONSULTIN(I ARCHITECT
THOMAS L. MELTON
FLORIDA # AROO17033
❑
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