HomeMy WebLinkAbout4401 W 1 St (4)CITY OF SANFOI:,D PERMIT APPLICATION p� RFCE/VED
Permit # : CIAO – ��O L Date: DE Z3101AA9AY� C
Job Address: �h�1tl V V sT S 5+ Vf eOU6
" Description of Work: –rerl P, CbF�l� n lC�1()N I Z.i I If't� Total Square Footage X Zg
Historic District: Zoning: Value of Work: $ 2-1
Permit Type: Building V Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool
Electrical: New Service – # of AMPS Addition/Alteration Change of Service Temporary Pole
Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required)
Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines
Plumbing/New Residential: # of Water Closets Plumbing Repair – Residential or Commercial
Occupancy Type: Residential Commercial V/ Industrial
Construction Type: # of Stories: # of Dwelling Units: Flood Zone: —X-- (FEMA form required)
Owners Name & Address:
Name & Address:
Phone & Fax: L.U-c.
Bonding Company:
Address:
Mortgage Lender: _
Address:
Architect/Engineer:
Address:
-51 /State License Number:
Contact Person: Kewo C Y 1 PE
Phone:
Fax:
1 I -7S!
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.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of
this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the requiremeXof Florida Lienk�v, FS 713.
Signature of Owner/Agent Date
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is _ Personally Known to Me or
Produced ID
APPROVALS: ZONING UTIL:
Special Conditions:
Rev 03/2006
ve(o
Print Contractor/Agentls me I
/,Auu,� ���
'Signature of otary-state of Florida NOTARY PftIC-STATE OF FLORIDA
Beverly S. Etscom
CXoimmission # DDS07126
Contractor/Agent is _Personally Itp-4e 6rires; JFK]. 30, 2010
Produced ID At -1 1` !i- Bonding Co., Inc.
FD: 6/ /"�BLDG: L
00i
1 1 1
May 24, 2006
City of Sanford
Building Department
RE: All McCree, Inc
Projects under Joe O. Robertson
CGC-037531
Dear Sirs:
This is to authorize Kerry Cripe to print my name and sign his own name to obtain Building
Permits for all McCree, Inc. projects. The work will be performed under
Joe O Robertson's Florida Construction Industry License Board Certification
No. CGC037531
STATE OF FLORIDA }
SS
COUNTY OF ORANGE}
r
Witness
Witness
Joe O. Robertson and Kerry Cripe are both personally known to me and executed this letter
simultaneously.
Sworn to and subscribed before me this
day of , 20_
Notary Public, State of Florida at Large
AAC001616/CGC007954
500 E. Princeton Street P_J 407898-4821
Orlando Florida 32803F 407 896-8763
THE #1 CHOICE IN DESIGN -BUILD P.O. Box 547369 www.mccree.com
Orlando Florida 32854-7369
Temporary Construction Trailer
Job Name: Tire Kingdom
Job Location: 4401 West 1St Street, Sanford
Parcel IIS: 28-19-30-300-0030-0000
Water Supply: Bottled Water
Plumbing:.. Port -o- Let (Restroom)
Fire: Fire Extinguisher
r
11 1/16" 1
2'-9 1
11 1/16 in] (TYP)
.... .. 3'-4" [40 in]
.. ........ h
16" [33 3/16 in] 5' [60 in]
-7" [7 in] (TYP)
413 CAL OSHA ASSY DRAWING
,� w x
C 4R CAL OSHA
in]
in]
FULL LENGTH FILLET WELDS ONE SIDE
OF ALL FLANGES AND WEBS AT 12 GA. OUTRIGGERS
ALL OUTRIGGERS AND CROSSMEMBERS
C\
3.
10 1/4'
CROSSMEMBER SECTION 12 GA cROSSMEMBERS
SCALE: N.T.S. (TO BE LOCATED OPPOSITE OUTRIGGERS AS SHOWRJ)
11__50 SQUARE FEET NET FREE AREA OF ATTIC VENTILATION
TO BE PROVIDED BY CABLE AND/OR ROOF VENTS
NOTE: 50% OF ATTIC VENTILATION TO COME
FROM ROOF ENOWALL VENT AND 50% OF ATTIC
VENTILATION TO COME FROM ROOF/RIDGE VENTS
HVAC SUPPLY DUCT
RIM MEMBER 2x3
SPF 13 MINIMUM
CRIPPLE STUDS 2x4
SPF /2 O 16' O.C.
2x4 HEADER
SNL PLATE 2x4 SPF(2
CRIPPLE STUDS 2x4
SPF 12 O 16. O.C•
5/8' PLYWOOD. STURD-I-FLOOR, T&G
PYA 24'O.C.
COVERAGE�E AND TENED LAPP 1OV�ED
MECHANICAL FASTENERS
BOTTOM PLATE 2x4 SPF(3
30 GA. x 1 1/2' STEEL -MAP cal
THROl7C1M3fLANGE IN 0 FLOORSJJOOIST
AT EACH OUTRIGGER AND A
1 -BEAM (TYPICAL
OUTRIGGER AND CROSSMEMBER
SPACING 48' O.C. LIA)CIUM
CEILING INTERIOR FINISH ---/
SINGLE TOP PLATE 2x4 SPF /3 WHEN
TRUSSES ARE 16' O.C. (TRUSSES MUST—
BE LOCATED DIRECTLY OVER WALL STUDS)
DOUBLE TOP PLATE 2x4 SPF 13 WHEN
TRUSSES ARE O 24' O.C.
—TYPICAL WINDOW SEE FLOOR
PLAN FOR SPECIFICATIONS
MODULE n
46' TYP.-4--- r(T P.� JOINT
1 -SEAM - L1104
CROSS SECTION .
SCALE: N.T.S.
R-11 WALL INSULATION
w/KRAFTBACK —�
1 1/2'
7'
1 1/2'
OUTRIGGER SECTION
SCALE: N.T.S.
/—ROOF COVERING OVER 3/8' RATED O.S.B.
SHEATHING MIN. EXP -1, 20/0. SEE ROOF
SHEATHING DETAIL THIS SHEET
/"----PRE-ENONEERED TRUSSES AT 16` O.C.
ROOF TRUSS DESIGN LOADS:
LIVE LOAD 20 PSF TOP CHORD
DEAD LOAD 4 PSF TOP CHORD
DEAD LOAD 6 PSF BOTTOM CHORD
/----R-19 ROOF INSULATION w/KRAFTBACK
30 GA. x 1 1/2' STEEL STRAP FROM TRUSS
TO WALL STUD 0'16* O.C. w/(» 16 GA, x 1'
STAPLES PER STRAP END. (TYP. SIDEWALLS)
EXTERIOR WALL STUDS 2x4 SPF12 AT 16' O.C.
IOR WALL FINISH
TERIOR WALL STRUCTURAL BRACING
SIOEWALIS- -
BRACING INSTALLATION:
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF
ROOF RM MEMBER TO BOTTOM OF FLOOR JOIST RIM MEMBER WITH
ALL SHEATHING EDGES EXTENDING 3/4- MINIMUM OVER 2' NOMINAL
LUMBER OF THE SAME SIZE AND GRADE AS EXTERIOR WALL FRAMING.
BRACING SHALL BE .AT ALL CORNERS AND O 20'-0' O.C, MAX
BRACING MATERIAL:
SIMPLEX TNERMO-PLY (STORMBRACE) FASTENED w/18 CA xt'xt/4'
STAPLES 0 3` O.C. (EDGES) AND O 6' O.C. (FIELD), OR USE THE
SAME STRUCTURAL BRACING MATERIAL AND FASTENING METHOD
AS SPECIE FOR ENDWALLS.
END WALLS
BRACING INSTAUA71ON:
STRUCTURAL SHEATHING SHALL EXTEND CONTINUOUS FROM TOP OF
ROOF TRUSS TOP PLATE TO BOTTOM OF FLOOR PERIMETER RIM JOIST
WTH ALL SHCATHNC EDGES SUPPORTED BY 2' NOMINAL LUMBER OF
THE SAME'SIZE AND GRApF As rxTrpjoR
BRACING MATERIAL,
SIMPLEX_
SIMPLEX TMMO-41.Y (ST ORMBRACE) FASTENED w/16 GA x1'xt/4'
STAPLES O 3. O.C. (EDGES) AND O 6. D.C. (FIELD), OR USE THE
SAME STRUCTURAL BRACING MATERIAL AND FASTENING METHOD
AS SPECIFIED FOR ENDWALLS.
RIM JOIST 24 SPFJ2
R-11 FLOOR INSULATION w/KRAFTBACK
.040' ASPHALT BOTTOM BOARD (TYP.)
FLOOR JOIST 2x6 SPF12 AT 16' O.C.
4
vxui�a.:�i�csa�y1ny�►7►7�1'L'1L;11V1�1 1rVAl�i
I. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY W/ ASTM A36,
YIELD STRENGTH - 38 KSI.
2. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME 818.2.1. Fyb - 60 K.S.I. MIN.
m
Z.
UDEWALL
STAGGER JOINTS 48' O,C,
3/8' RATED PLYWOOD SHEATHING TO. BE EASTENED,
TO TRUSSES r Bd NAILS O 6''D.C, (EDGES)
AND 12' D.C. (FIELD)'
ROOF SHEATHING DETAIL
SCALE: N.T.S.
sm& No. R
BULLDNC Sim
x• x 2e
coos
3
m
INTERIOR FINISH MATERIAL:
EXTERIOR FINISH MATERIAL:
1/2 INCH GYPSUM BOARD INSTALLED PER MANUFACTURER'S
SPECIFICATIONS. (PRE -FINISHED
NOTE WHEN SUPPORTS ARE 24 O.C. AND WET SPRAY -ON FINISH
ROOF; 30 GA.GALVANIZED METAL ROOF COVERING INSTALLED PER
MANUFACTURERS SPECIFICATIONS.
IS USED, GYPSUM BOARD SHALL BE 5/8 INCH THICK OR
COLD BOND 1/2 INCH HIGH STRENGTH CEILING BOARD OR
EQUAL SHALL SE USED.
WALL 019 INCH ALUMINUM SIDING OVER APPROVED MOISTURE
WALL 3/8' VINYL COVERED GYPSUM - R/RM ONLY;
BARRIER AND/OR BRACING MATERIAL
5/16' WOOD PANELING - REMAINDER
INSTALLED PER MANUFACTURER'S SPECIFICATIONS.
FLOOR: BLOCK TILE - THRU OUT
4
vxui�a.:�i�csa�y1ny�►7►7�1'L'1L;11V1�1 1rVAl�i
I. UNLESS OTHERWISE SPECIFIED, ALL STEEL MUST COMPLY W/ ASTM A36,
YIELD STRENGTH - 38 KSI.
2. ALL LAG SCREWS MUST COMPLY WITH ANSI/ASME 818.2.1. Fyb - 60 K.S.I. MIN.
m
Z.
UDEWALL
STAGGER JOINTS 48' O,C,
3/8' RATED PLYWOOD SHEATHING TO. BE EASTENED,
TO TRUSSES r Bd NAILS O 6''D.C, (EDGES)
AND 12' D.C. (FIELD)'
ROOF SHEATHING DETAIL
SCALE: N.T.S.
sm& No. R
BULLDNC Sim
x• x 2e
coos
3
m
s
28' 0"
7'-0" ' TYP,
23'-4" 16'-8" 10'-0` , 3'-4"
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DI\ASION OF THE SCOTSMAN GROUP INC.
3637 4TH STREET NORTH'.
ETERSBURG, FLORIDA 33704
••w ti! i•
730
12TH STREEI SOUTHO
• .•••
QUOTEAINT PETERSBURG, FLORIDA 33-105 MDSO'01 •09-
il -NTS—
ii •••
ISCALE
•
SIZE -CODE TYPE
PF•P PPINIT 7nr-%l con %o
USE . ckc«co a.
n •,r{c,
REV. APPRh A {
...., ..� 1 fiF t
18" MIN. HEIGHT
34" MAX HEIGHT
TO BOTTOM OF —
FLOOR JOIST
--EXiERIOR' SIDEWALL' '
}—FRAME TIE–DOWN STRAP • '
TIE DOWN, $IDEWALL (TYP.)
. FDI • . .
4"x8'.16' CAP BLOCK
' 8'xa'xis'
CONCRETE MASONRY UNITS• "
4`x16'.16° PAD �-
-DR-
. (2)-4',8'x16' PADS .
A PERIMETER PIrR IN CORNERS AND ALONG I BEAMS,
FDI
NOTE: PADMAY BE EITHER 4"XI6"x16' PAD OR (2)-4'xa"x16' PADS AS SHOWN
SEE SECTION A -A BELOW FOR•OPTIONAL ABS PADS.
FRAME TIES ff
F.T. ' ` FASTENED --TO n
GROUND ANCHOR'e.
N
s
' 6
r
ANCHOR TO BE INSTALLED IN ACCORDANCE WITH IT,S LISTING
AN – OWN t iN
THE ULTIMATE -CAPACITY-IS PER ANCHOR > 4;7251 OK
P,T. 2x8 SHIMS
17
4"x8"x16" 'C -AP BLOCK
WX8"x16" CMU'S
I4"x16`x16" PAD
SS- PAD—OPi1ONAL
IN LIEU OF
q 4x16 CONCRETE PAD
-SECTION �A - A MODEL # SPA 264-1 OR 4148-5_
DEPARTMENT OF HIGHWAY SAFETY AND MOTOR VEHICLES- CHAPTER 15C-1,0103
i
-MAX PIER LOADS IN POUNDS BASED ON S010 VALUES
1,000 LB SOIL 1500 LB SOIL 2,000 LB 501E 2,500 LB SOIL 3.000 LB SOIL - RE
1.7Rn 9-A70 i Ssn 4-450 5,340 W