110 Keyes Ct - 96-001129 (1996) (NEW INDUSTRIAL - SHELL ONLY) DOCUMENTSZONE . DATE
CONTRACTOR
ADDRESS
PHONE # 96 tJ - W 3,9
LOCATION
OWNER
ADDRESS
PHONE #
q (P' j;.y LUMBING CONTRACTOR
ADDRESS
PHONE #
ELECTRICAL CONTRACTOR®
ADDRESS
PHONE #
MECHANICAL CONTRACTOR
ADDRESS
PHONE #
MISCELLANEOUS CONTRACTOR
ADDRESS
SEPTIC TANK PERMIT NO.
SOIL TEST REQUIREMENTS j
FINISHED FLOOR
ELEVATION REQUIREMENTS
ARCHITECTURAL APPROVAL DATE:
SUBDIVISION:
PERMIT' # 4q6 l
5-9(-f 0 JOB
COST S
FEE $
STATE NO.
FEE 137
FEE 3L
FEE S
LOT NO.
BLOCK:
SECTION:
SQUARE FEET:
MODEL:
OCCUPANCY CLASS:
INSPECTIONS
TYPE DATE OK REJECT BY
FEE $ ENERGY SECT. EPI:
CERTIFICATE OF OCCUPANCY
ISSUED # DATE:
FINAL DATE
Q
OWNER: 12•?-0• 30 • Ala • U00• O O
ADDRESS:
DATE: 10•Q
REASON FOR DISAPPROVAL:
CONDITIONAL AGREEMENT:
FIRE DEPARTMENT
PUBLIC WORKS
LWAOAA
UTILITIES
ENGI ERING
AD
DATE STARTED: (J /Cof
C17Y OF SANFORD. FLORIDA
Request for Final Inspection for:il
Certific.at-e zf -Occupancy
D J6 yes e _ - sa,
A,.t- NVW- 0 The
Building Department has prepared a certificate of occupancy for the
above location and is requesting a final inspection. by your department.'
After
your inspection, please come to the Building Department to sign -
off -on the Certificate of Occupancy, or submit'a certificate of
occupancy addendum if it has been denied.. Your
prompt attention will be appreciated. Thank you. DISTRIBUTION.:
Engineering Department Fire
Public
Works 77 Utilities/
Cross Conn on Zoning
7
I
Ihi rOP-WJ
KV4111111&*r
DATE STARTED:
CITY OF SANFORD. FLORIDA
f Request for Final Inspection for*
Cerflflcat f Occupancy
ADDRESS..
12 • -go • Sep • cnmo• OIIO
The Building Department has prepared a certificate of occupancy for
the above.location and is requesting a final inspection by your
department.'
After your inspection, please come to the Building Department to
sign -off -on the Certificate of Occupancy, or submit'a certificate
of occupancy addendum if it has been denied.
Your prompt attention will be appreciated. Thank you.
DISTRIBUTION: Engineering Department -
Fire
Public Works
Utilities/Cross Connection
Zoning
Cyr
DATE STARTED: QY U
CITY OF SANFORD, FLORIDA.
Request for Finns Inspection for:IMO
Gartlficate of -Occupancy
ADDRESS.*.
The Building Department has prepared a certificate of occupancy for
the above :location and is requesting a final inspection. by your
department. .
After your inspection, please come to the Building Department to
sign -off on the Certificate of Occupancy, or submit a certificate
of occupancy addendum if it has been denied.
Your prompt attention will be appreciated. Thank you.
DISTRIBUTION: Engineering Department
Fire
Public Works
Utilities/Cross Connection
Zoning
3O „ i - l.ti fGwsl/ y G`c G YFvf E7'rg C7/ao .
S
O G 0 3 c '7a Gc G o-1r ro sio u
Alec / epf•olc
0
ADDRESS:
6117DATESTARTED: G
CITY OF SANFORD, FLORIDA
Request for Final Inspectlon for.
Carfitic aaf °O:ccupncy
d e, eo 614 -
The Building Department has prepared a certificate of occupancy for
the above.location and is requesting a final inspection. by your
department. .
After your inspection, please come to the Building Department to
sign -of f on the Certificate of Occupancy, or submit'a certificate
of occupancy addendum if it has been denied.
your prompt attention will be appreciated. Thank you.
DISTRIBUTION: Engineering Department
Fire
Public works
Utilities/Cross Connection
Zoning
S'D P1(393
W A- tr,,p Iq to
u e d Ufe
DATE STARTED:
CITY OF SANFORD. FLORIDA
Request for Final Inspection for..
Cartificate -of Occupancy
ADDRESS:
The Building Department has prepared a certificate of occupancy for
the above location and is requesting a final inspection by your
department. .
After your inspection, please come to the Building Department to
sign -off -on the Certificate of Occupancy, or submit'a certificate
of occupancy addendum if it has been denied.
Your piroupt attention will be appreciated: Thank you.
DISTRIBUTION: Engineer' g Department.
Fire
Public Works
Utilities/Cross connection
Zoning
e
e5/11! - _
Engineering Design, Inc
Civil & Structural Engineering
P.O. Box 520695
Longwood, FL 32752
Off. 407-699-4500 Fax 407-699-1488
April 10, 1996
Mr. Wynn
City of Sanford Building Department
300 North Park Avenue
Sanford, FL 32771
RE: Lit 11 - Keyes Industrial Paris
Dear Mr. Wynn,
Power steel composite lintels 16" deep with one (1) #5
may be used in lieu of concrete lintels specified.
These lintels have been approved by the SBCCI, Report
No. 93-132. They must be installed per manufacture5
instructions. The L-2 8SP2.5-16 C is required. An
excerpt is attached.
Please feel free to call my office if I can be of further
assistance.
Resp c f 1 y,
Thc nderson, P.E.
RP :-?7819 - State of Florida
TJA/bb
Sa2'i' wC-.:1C'
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POWERS STEEL PRODUCTS LINTELS 1+
7
I-11%11 llrtq ;,40mp
1 r F-.YERS S 'LGLj
c PS 2.5 — a^_
OAKS Oy.r os \
mE)c". vAaes:
1!•. la • Itr. Z
AMC 24-
7l(cj s
MraE31
ISO WETp!C
Wmm -or 30 ? SLR CLAWY)
L —2 LINTELS
LINTEL LOAD TABLE (IN POUNDS ;7ER LINEAL =COT)
CEAD MAC PLVS tom_ tJD
L% iEL 5 Z
W52.3 I°pS2.5 - x 8P52 - 1 eD52 5 - 1 a?52 5 - SOC 3aS2.3 - i aF52.5 - aosa s - 32 6PS2.9 -
1 INf EL SIZ
SPAN o cxr».rn SPAN
2•-Gr 1460 2133 3310 u90 3070 SOSO e9J3 922a 11500 2•-C•
2'-W 321 Ism 2462 3307 4232 5141 wig of 6674 2'-r
3•-e 258 12al 1965 2997 34M 4117 4626 33M 0955 3 -i•
4' 3%3 1067 1553 2243 2a35 3427 4019 4,510 5790 4•
Or 254 914 1418 1924 241v0 293a 3441 3949 4999 4•-r
3•-4 2CS am 1242 15W 212a 2572 3013 34W 4345 s•-4r
e• 1 50 711 1103 1697 la9a 2205 2679 3073 3860
6'-r 640 993 1347 1701 2036 2409 2703 3472 61-41'
7• 32a 203 1225 1547 1670 2122 2s/6 3160 7•--
6' 533 526 1122 1417 17114 2009 2303 2695 6'
a - 492 764 Iwo 13M 15012 111154 2127 2671 6'-r
9'- 437 T70 992 1215 1470 1722 1976 2482 90-4r
427 602 a98 1134 1371 1607 so" 2316 la•-w
l0•-6r 400 620 624 1063 1265 two 1726 2171 101-8'
377 964 793 1001 1210 1416 1a26 2044 11 -L
12' 336 561 948 9" 1143 1339 1547 1930 t
t r 337 22 700 893 1062 126a 1485 l e27 1 r-r
13•-4• 407 974 C11 1022 1206 1 1141 13'-4r
14-e 305 473 641 61Q 079 1146 1317 1054 14- r
14•-1r 291 431 012 773 935 lops 1237 1579 N'-a
13'-4• 27e 4J2 5" 740 a94 1046 1213 alo
la' 24 414 56 09 40 to" 1 SJ 1446 1C
16'-ir 236 379 530 660 422 94-6 1104 13" 10 -W
Ir-41 246 382 316 e74 701 927 1044 1336 tr-e
Ie•-d 237 a" 490 630 762 893 1024 12W 18•-0'
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Engineering Design, Inc
Civil & Structural Engineering
P.O. Box 520695
Longwood, FL 32752
Off. 407-699-4500 Fax 407-699-1488
April 10, 1996
Mr. Wynn
City of Sanford Building Department
300 North Park Avenue
Sanford, FL 32771
RE: Lot 11 - Keyes Industrial Park
Dear Mr. Wynn,
Power steel composite lintels 16" deep with one (1) #5
may be used in lieu of concrete lintels specified.
These lintels have been approved by the SBCCI, Report
No. 93-132. They must be installed per manufacture's
instructions. The L-2 8SP2.5-16 C is required. An
excerpt is attached.
Please feel free to call my office if I can be of further
assistance.
ly,
J."Anderson, P.E.
7819 - State of Florida
TJA/bb
POWERS STEEL PRODUCTS UNrE S 1*
F,
r+` 11147LR7,1laaru +
j PO SRS s7E_'-e
f 1
4,1010a tZDWECNM
HOCK VAelMS;
If. 1a . 10'. 2r
ANC 24'
sz.s
S%TEL LNTEL
1 JCC'i IOti
X
isa mETRIC
OAR VR W-wo Sol CS. "
L —2 ! INTE LS3
UNR. EL ;.Oa0 TABLE (IN POUNDS E'ER LINEAL .-nOT)
CEAC WAS P'_tJS _N_ i:1D
Ll iEL 5 c
aPS2.3 - 20C OaS2.5 - 24C. 9F52.3 - 8PS2.3 - 32 6PS2.s - 4%
LINTEL Izps235PS2.3 - aC AWS2-s - , 0PS2.3 - 1
SFAv q cw ) SPAN
2--or 1460 2333 3310 u911 3070 563E 0033 9220 1Iwo 2'---
2 -W 321 ism 2462 3367 42W 5141 6019 e906 5474 2'-r
3--w" 250 1281 TV"2397 3403 4117 4=6 33.6 6955 3•-4•
4 3?3 low 1653 2243 2635 3427 40.9 4.310 790 4•
4--ir 2t30 914 1416 1924. 24110 2930 3441 39" 49M 4•-I
3'--e Ma a0o 1242 1563 212a 2577 30as 3400 4345 3 -4 '
6' I!0 111 1103 Isy7 logo 228s 2679 J073 460 6•-d
e•-er 640 993 1347 1701 2055 2409 2767 3472 61-r
7' 32a 903 1223 1s47 1670 11a: 251e sled r-4"
a' 533 526 1122 1417 17114 i009 2 2695 6'
W-ar 4921 744 1036 1306 15M 11154 21 Z7 2471 6--r
9•-Ir 437 710 9!2 1215 1479 1722 1 19711 24a2 6•-r
101-0' 427 662 096 1t34 137' 1607 16" 2316 10'
10•-6r 400 620 624' 1063 120e two 1728 217, 10'-a•
11•-4' 377 s64 793 1001 32,0 1.,a to" 2044 11•-4'
12- 336 Ss2 4a 94.5 1143 1930 1 '
ir-W 337 22 700 095 1062 t266 1440 1627 12'-asr
13 -4' 320 97 974 Sol 1029 1204 1 17 13•-4r
14-If 305 473 661 610 979 1146 1317 1054 14-d
14'-a" 91 451 012 773 935 1095 1237 1579 14'-.r
13 -4• 276 432 Sao 740 a94 1045 1203 1610 13 -4r
le' 20 414 sa og 43 too4 1 33 1444 1s'
16•-a' 236 375 730 640 822 964 1104 13" t6'-r
1T-4' 240 3a2 316 4 791 827 1004 1334 17--4'
I6•-d 237 J66 494 430 762 S93 1024 1287 l4•-0'
11
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ENGINEERS
2"2 "o•th 44-- Ste. ..
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PENIS0Q^1s
8-30-93
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CITY OF SANFORD
FIRE -DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
i
DATE:
p
PERMIT 41: 35
I S C
BUSINESS NAME• iJ 4ZA) L r ,`Se-S
ADDRESS:
PHONE NUMBER-.( ) G %--• a 1.
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
0
AMOUNT $
Fees must be paid to Sanford Building Department,,300 N.
Park Avenue, Sanford, Florida. Phone # 330-5656.
Proof of payment must be made to Sanford Fire Prevention
before any further services can take place.
G7 I certify that the above
information is true and
correct and that I will
comply with all applicable
codes and ordinances of the
t of Sanford, 1 r'
Sanford Fire Prevention Applicants Signature
CITY OF SANFORD. FLORIDA
PERMIT NO- 96 !tea DATE 3 I (—C!
P
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL.
LOWING PLUMBING WORK:
OWNER'S NAME
ADDRESS OF JOB 11 n KF.YFS CnTTRT
PLUMBING CONTRMack Plumbing Res. _ Comm. xx
Subject to rules and regulations of Sanford Plumbing code.
Residential:
Alteration, Addition, Repair
I Number
I
Amount
New Residential.
One Water Closet I
Additional Water Closet
Commercial:
Fixtures. Floor Drain, Trap
Sewer r a
Water Piping_
Gas Piping
Factory -built housing
Mobile Home
Application Fee
Minimum Commercial Permit: S25. oo TotU 7
Master Plumber
COMPETENCY CARD NO
SITE PLAN REVIEW
STAFF RECOMMENDATIONS
MEIETING DATE: 1 /4/96 SUBMITTAL DATE: 12/19/95 REVISION:
SIiE PLAN OF: Ram Industries -Lot 11, Keyes Seminole Industrial Park (12-20-30-510-0000-0110)
OWNER: _Lake Mary Beltway Commerce Center
ADDRESS: 110 Keyes Court ZONING: 13I-1, Restricted Industrial
COMMENTS:
ENGINEERING -
FIRE:
NING:
IUTIITIES:71-v Fos:./ Elsiir cCr..r /— 3 — 96
Ive
ZONING
C
RECOMMEND APPROVAL SUBJECT TO THE ABOVE COMMENTS-
DIRECTOR OF ENGINEERING & PLANNING DATE
i
1 '
SITE PLAN REVIEW
STAFF RECOMMENDATIONS
MEETING DATE: 1 /4/96 SUBMITTAL DATE: 12/19/95 REVISION:
i
SITE PLAN OF: Ram Industries -Lot 11, Keyes Seminole Industrial Park (12-20-30-510-0000-0110)
OWNER: _Lake Mary Beltway Commerce Center
ADDRESS: 110 Keyes Court ZONING: RI-1, Restricted Industrial
I
COMMENTS:
i
ENGINEERING' ' =c.c t - -mot=-f o;' _1>C.d E "
G- 1i'A 14_I(-, - '-7,z I - -.--s -S3
FIRE.
PLANNING:,
POLI
UTILITIES:
I
RECOMMEND APPROVAL SUBJECT TO THE ABOVE COMMENTS,
If_z
DIRECTOR OF ENGINEERING & PLANNING DATE
Engineering Design, Inc
Civil & Structural Engineering
P.O. Box 520695
Longwood, FL 32752
Off. 407-699-4500 Fax 407-699-1488
1
April 10, 1996
ATTN: Mr Wynn
City of Sanford Building Department
300 North Park Avenue
Sanford, Florida 32771 --
RE: Lot 11 - Keyes Industrial Park
Dear Mr. Wynn,
Attached here with are copies of the type of steel lintel
that spans the opening for the aforementioned building.
These lintels have been approved by the SBCCI, Report
No. 93-132.
Please feel free to call my office if I can be of further
assistance. —
Respectfully,
I
lo Pn 7
arry Re nolds
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MASS
ACCES
HEIGHT OF COMPOSITE-,
LINTEL VARIES - SEE
PLAN AND SCHEDULES.
USE BOND BEAM BLOCK
AT 60TTOM COURSE TO
GO OVER POWERS STEEL
LINTEL AND BOND BEAM
BLOCK AT HORIZONTAL/
REINFORCING.
RIES
SYSTEM USED
AND TESTED FOR OVER 30 YEARS
IN CAL., NEV., ARIZ., COLO., N.M., HAWAII,
UTAH, MEXICO AND NOW FLORIDA!
POWERS STEEL PRODUCTS LINTELS
4118 E. ELWOOD PHOENIX, AZ. 85040
PH# 602-4,-37-1160 FAX# 602-437-5409
DAYTONA BEACH, FL. GIL SUMMERS
PH# do FAX% 1-904-239-9545 PGR# 1-800-542-5576
TAMPA, FL.I KARL GRETZINGER
PGRD 1—An0-51Q-5n-)? FAYS 1-1111-7r,0_aslse
TABLE NO.2 L-2 LINTELS
LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT)
DEAD LOAD PLUS LIVE LOAD
LINTEL SIZE
BPSZs W$22.5 - 8C 8PS2S - 12C"
2t69
8PS25 - 20C W525 - 24C
LINTEL SIZE
SPAN No GROUT) SPAN
2'-0.
2'-6'
1460. 2133 33105670 6855 2'-0'
S-4'
921
526 I 1600
1281
24824252
19883405
5141
4117
Z'-8'
3'-4'
4'-0r
4'-8'
365
268
1057
914
1633 2245 2835 3427 4'-0'
V-4' 205 800
1416
1242
1924
1685
2430
2125
2938
2572
4'-8'
5'-4'
6'-0'
8'-8'
162 711
40
1103 1497 1890 2285 6'-0'
r-4' 582
993
903
1347
1225
1701
1547
2056
1870
6'-8'
r-4'
8'-0' 533 528 1122 1417 1714 8'-0.
9'-4'
492
457
764
710
1036
962
1308
1 1215
1532
1470
8'-8'
9'-4'
10'-0'
10'-8' I 427 562 898 1134 1371 10'-0'
11'-4'
400
377
620
354
842
793
1063
1001
1285
1210
10'-1P
11'-4'
12'-0'
8' 12'- I 3%
337
552 748 945 1143 12'-0'
13'-4' 320
522
497
709
674
895
851
1082
1029
12'-0'
13'-4'
14'-0'
14'-a' I 305
291
473 641 510 979
15'-4' 278
451
432
612
588
773
740
935
894 15'-4'
16'-0'
I 267
256
414
379
709
680
957
an16'-8'
18'-0'
539lr-4' 246 382 515 654 791 1r-4'
18'-0'
l8'-8'
237
229
368
355
499 30 762 18'-0'
W-8' 19'-4' Z21 343
481
465 1
608
387 1
734
709 19'-4'
20'-0' 213 331 449 567 685 20'-0'
POWERS STEEL PRODUCTS LINTELS+
WALL THICKNESS (NOMINAL)
POWERS STEEL $} (13) —
LINTEL HEIGHT
PS2.5-8
1
INDICATES HEIGHT OF GROUT
INDICATES COMPOSITE ACTION
9)
1
1
HEIGHT OF COMPOSITE-,
LINTEL VARIES - SEE
PLAN AND SCHEDVLES.
USE BOND BEAM BLOCK
AT BOTTOM COURSE TO
GO OVER POWERS STEEL
LINTEL AND BOND BEAM
BLOCK AT HORIZONTAL/
REINFORCING. (
5)
II
GROUT NOT SHOWN FOR CLARITIl
I
Q 1F1
u °
SW- f OF °
CFI \
rrrntltt
REPORT NO. 93-132
11
TM
SEE REFERENCE NUMBERS ON SPEC PAGE
NOTES & SPEC -INFO'
r
r 1. PRODUCT NAME (PATENT NO. 4757658K. SBCCI PST. k ES 1 '93-132) FILING SYSTEM PER THE uwrORY SYSTEM - DIVISION S.
POWERS LINTELS. MANUFACTURED, ENGINEER DESIGNED. MODULAR STEEL UNTELS Or
HIGH STRENGTH STEELS FOR USE IN CONCRETE BLOCK AND BRICK MASONRY
CONSTRUCTION
PREFORMED POWERS STEEL LINTEL SHALL BE GALVINIZED COIL STEEL AS MANUFACTURED BY
POWERS STEEL AND WIRE PRODUCTS, INC STEEL GRADE SMALL BE ASTM A570 GRADE
C ry - AO kP.
POWERS LINTELS ARE FULLY GUARANTEED AND INSURED AGAINST MATERIAL DETECTS
AND POOR FACTORY WORKMANSHIP WHEN PROPERLY INSTALLED FOR THE Urt Or THE
8UILD-NG.
SINCE POWERS STEEL LINTELS ARE MANUFACTURED FROM GALVINIZED STEEL. AFTER
THE INITIAL PAINTING THE UNTELS WILL REWIRE REPAINTING ONLY WHEN THE BUILDING
ITSELF REOUIRES SUCH MAINTENANCE.
2. SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON -
CURED MASONRY SUGGESTED B' AND OVER.
3. LINTELS TO BE USED WITH BRICK OR CONCRCTE MASONRY UNITS HAVING A MINMUM
Fm AS SHOWN.
PRODUCT DESCRIPTION
BASIC USE POWERS LINTELS ARE DESIGNED FOR USE AT LOCATIONS WHERE PRECAST
CONCRETE. ANGLE IRON AND I BEAMS. AND FORM AND POURED, LAMINATED WOOD
BEAMS ARE NORMALLY USED.
SHAPES Or THESE LINTELS INTERFERE AS LITTLE AS POSSIBLE WITH THE LAYING Or
MASONRY. NO CUTTING Or STANDARD SIZE MASONRY UNITS IS REQUIRED AND SPECIAL
SHAPES ARE N07 NECESSARY.
ADVANTAGES: POWERS LINTELS ARE LIGHTER IN WEIGHT AND EASIER TO HANDLE THAN
LINTELS MADE FROM STANDARD STRUCTURAL SHAPES OR PRECAST CONCRETE.
SAVINGS ARE POSSIBLE IN SMRAL AREAS: PRICING Or POWERS LINTELS COMPARES
FAVORABLY' WITH CONVENTIONAL LINTELS: THE COST Or FABRICATION OFF -SET TO SOME
DEGREE BY THE CUSTOM DESIGN THAT CREATES THE MOST EFFICIENT SHAPE FROM HIGH
STRENGTH STEEL. UGHT WEIGHT LINTELS ARE FASTER AND EASIER TO ERECT. MASONRY
BUILT-IN AROUND LINTELS GOES IN EASICR AND FASTER.
LIMITATIONS. POWERS LINTELS ARE ONLY LIMITED BY THEIR SPAN AND LOAD CARRYING
AS OCTERNINED BY A STRUCTURAL ENGINEER U71UZING THE MANUFACTURER'S SPAN
TABELS AND OTHER STRUCTURAL CHARACTERISTICS Or THE LINTEL SHAPES.
SIZES: MANUFACTURER STOCKS ALL LINTEL LENGTHS IN INCREMENTS Or 4' FROM
2' TO 26%
S
8'
BEARING' EACH [HD SHALL BE 3' PLUS OR MINUS 1'. BLARING SHAD BEON A MINIMUM
6"p(CP GROUTED CCLL EXCEPT THAT LINTELS 5PS2.5-11C. 12C. 16C. AND LINTELS
BPSI.5-C MAY BEAR ON 1 1/4 THICK MINIMUM FACE SHELL.
6. r.n: 1500 pp;. MASONRY VNITS SMALL CONFORM TO ASTM C90. GRADE N.
7. GROUT: 2.000 Pa;. SLUMP RANCE: S' TO 11'. ROD DR VMRAYE GROUT ADEOVATELY
TO ENSURE CONSOUDATION OF GROUT (NO AIR POCKETS). GROUT SMALL COMPLY MTN
ASTM C476-83 AND BE OTHER COARSE OR FINE GROUT.
SHORT FORM SPECIFICATIONS AS FOLLOWS: AT THE MASONRY WALL OPENINGS INDICATED
OR SPECIFIED ruRN15H AND INSTALL POWERS UNTELS AS MANUFACTURED BY POWERS
STEEL PRODUCTS. PHOENIX, ARIZONA.
TECHNICAL ASSISTANCE IS AVALABLE FROM THE MANUFACTURER ON SPECIAL DESIGN
PROBLEMS.
STRUCTURAL ENGINEER FOR THESE UNTELS IS:
CARUSO. TURLEY. SCOTT INC.
2702 North 441h Street Suite 20D
Phoenix, Arizono 85008
Phone No. (602) 912-9120
Fox (602) 912-939D
F AN INSPECTOR. CONTRACTOR. SUBCONTRACTOR.
OR PLANS EXAMINER HAS ANY TECHNICAL QUESTIONS
PLEASE CALL PAUL SCOTT P.E. COLLECT.
17. INSTALLATION
POWERS LINTEL$ ARE TO BE IN57ALLEO IN ACCORDANCE WITH STANDARD CONSTRUCTION
PRACTICES, SET 70 PROPER LINE AND LEVEL PLUMB AND TRUE, AND IN CORRECT
RELATION TO OTHER WORK.
2 25• 225' 2.25•
LlSFr 8PS1.5 (16 GAGE) =_ va __ E
I L-3 I I
Smh .15Z N 3
I mh w .170 IN 4
8. MORTAR: TYPE '$' OR TYPE 'M' 1800 PFI. I
9. TOP REINFORCING OR TOP Or WALL REINFORCING. IS REWIRED BY CODES TO PROVIDE .14 01AICIER IIOLL3
A CONTNVOUS TIE AROUND A STRUCTURE AND TO PROVIDE TOR UPLR1 ROIL NOOK Or Sim
RESISTANCE Al LINTELS. TOP REINFORCING IS NOT REWIRED AND 15 NOT PART Or THE SRRMIP.
POWER STEEL LINTELS (EXCEPT AT THE L-I LINTELS A REINFORCING BAR IS REWIRED FOR TINE
STEEL STIRRUPS), SIZING OF TOP REINFORCING 15 THE RESPONSIBILITY OF THE BUILDING
ARCHITECT OR ENGINEER. ALTERNATELY. TOP REINFORCING COULD BE SIZED PER SBCGI DOWMENi
SSID I0-93.
OIlO.A7TACNMCNTS 10 70P Or .WALL PER ARCHITECTURAL AHD/OR ENGINEERING DRAWINGS. G
11. STEEL SMRRVP5 SHALL CONFORM TO ASTM A82 ry . 60 4•; YINIMVN. STIRRUPS
SMALL BE 1/4- DIAMETER SMOOTH ROD AND SHALL BE FABRICATED SUCH THAI THE
STIRRUPS HAVE SPRING AND TEND TO REMAIN IN THE HOLES IN THE LINTEL DUE TO
THE SPRING. STIRRUPS SHALL MON 3/4' AND FIT INTO HOLE IN LINTEL VERTICAL
LEG AS SHOWN.
STIRRUP PLACEMENT (FOR 8PS2.5 REINFORCED LINTELS ONLY (L-I LINTELS)).
12' DEEP LINTEL - 11 STIRRUPS AT A' O.C. EACH END (22 TOTAL STIRRUPS).
16', 20% 24'. DEEP UNTELS - 6 STIRRUPS AT B' O.C. EACH END (12 TOTAL
STIRRUPS),
STIRRUPS SHALL BE 1 1/2 CLEAR FROM TOR OF CRW7.
12.PLACE FIRST STIRRUP 4• FROM FACE Or JAMB AS SHOWN 2 1•.
13.MASONRY WALL MAY OCCUR ABOVE COMPOSITE LNTEL HEIGHT.
16. 20 GAGE 8PS2S LINTEL MAY BE USED ON UP TO 12-0" SPANS.
NOTE: L-I LINTEL WITH HOLES FOR STIRRUPS MAY BE USED AS AN
L-2 LINTEL. THE STIRRUPS ARE NOT REQUIRED FOR L-2 LINTELS. USE
L-2 LOAD TABLES. LINTELS SHALL BE ASSUMED TO BE L-2 UNLESSMARKEDOTHERWISE.
15. MANUFACTURER:
POTHERS STEEL PRODUCTS LINTELS t.+.
4113 C. E1wOCD P.10CIIX. AZ. 95M tPHI6O7-437-1160 FAAI 602-437-5409
DAYTON BEADH. EL CL SIMMERS
MI A FAA# 1-90A-LW-9545 PGRI 1-100-542-5576
TAU A, rL KARL GRrMMMR
PGRI I-60D-519-5022 TAXI 1-013-7$9-61159
16. TECHNICAL DATA AND ENGINEERING POWERS LINTELS HAVE BEEN
DESIGNED IN ACCORDANCE WITH THE FOLLOWING:
SBCCI DEEMED TO COMPLY - 1993
STANDARD BUILDING CODE - 1993
AIS LIGHT GAGE COLD FORMED
STEEL DESIGN - 1990
U.B.C. - 1991
6.75•
1 L-2 1 8PS2.5 (16 GAGE)
I I SmIrL xx .365 N3
ifl
TT
n I mh .632 IN4
17 FIB
6,75'
L-1
BPS STEEL LINTELS
NOTE: NO SCALE
16 GA IS .060 INCHES THICK
J] S
1
el oPS1ATEOfP79 :
V0 gooto
011 41
SIB kED
2x titi .
0
Engineering Design, Inc
Civil & Structural Engineering
P.O. Box 520695
Longwood, FL 32752
Off. 407-699-4500 Fax 407-699-1488
April 10, 1996
ATTN: Mr Wynn
City of Sanford Building Department
300 North Park Avenue
Sanford, Florida 32771
RE: Lot 11 - Keyes Industrial Park
Dear Mr. Wynn,
Attached here with are copies of the type of steel lintel
that spans the opening for the aforementioned building.
These lintels have been approved by the SBCCI, Report
No. 93-132.
Please feel free to call my office if I can be of further
assistance.
Respectfully,
f
arry Re nolds
HR/ bb
FORS 11 A
M l- l_,1.
OF -
I PHONE
AREA C
MESSAG
SIGN D
ILjj E YOU WER
dam— DAT E
NUMBER
A
O -( J,
R.
M.
YOUR CALL
EXTENSION
EASE CALL
WILL CALL
AGAIN
CAME TO
SEE YOU
WANTS TO
SEE YOU
TOPS FORM 4002
I
MAS
ACCESSORIES
HEIGHT OF COMPOSITE
UNTEL VARIES - SEE
PLAN AND SCHEDULES.
USE BOND BEAM BLOCK
AT BOTTOM COURSE TO
GO OVER POWERS STEEL
UNTEL AND BOND BEAM
BLOCK AT HORIZONTAL /
REINFORCING. (
SYSTEM USED
AND TESTED FOR OVER 30 YEARS
IN CAL., NEV., ARIZ., COLO., N.M., HAWAII,
UTAH, MEXICO AND NOW FLORIDA!
POWERS STEEL PRODUCTS LINTELS
4118 E. ELWOOD PHOENIX, AZ. 850 '
PHA! 602-437-1160 FAX# 602-437-5409
DAYTONA BEACH, FL. GAL SUMMERS
PH# do FAX# 1-904-239-9545 PGRI 1-800-542-5576
TAMPA, FL. KARL GRETZINGER
PGRY 1-800-519-5022 FAX/I 1-813-759-6859
TABLE NO.2 L-2 LINTELS
LINTEL LOAD TABLE (IN POUNDS PER LINEAL FOOT)
DEAD LOAD PLUS LIVE LOAD
LINTEL SIZE
aPS2 5
No
s2.s aPS2 5 - aC 8PS2.5 - 12C WS2.5 - 20C SPSZ5 - 24C
LINTEL SIZE
SPAN SPAN
r-0' 1460 2133 3310 4490 5670 easy r-T
2'-4' 921 1600 2432 3367 4252 5141 r-a'
S-4' 526 1281 1988 2697 3405 4117 3'-4'
4'-0' 365 1057 1533 2245 2a35 3427 4'-0'
4'-8' 268 914 1418 1924 2430 2938 4'-8'
5'-4' 205 a00 1242 1685 2128 2572 5'-4'
162 711 1103 1497 1890 2285 a'-0'
SAKI993 1347 1701 2056 6'-8'
r-4' 552 903 1225 1547 1870 7'-4'
a'-(' 533 an 1122 1417 1714 IV-or
a'-a'
V-4'
492 764 1036 13M 1532 W-a'
457 710 962 1215 1470 V-4'
10'-0' 427 62 898 1134 1371 10'-0'
400 620 842 1063 1285 ld-8•
11'-4• 377 554 793 1001 1210 W-4'
12'-Ii 3% 552 74a 943 1143 12,-0'
12'-a' 337 522 709 a95 loa2 1r-a'
13'-4' 320 497 674 851 1029 13'-4'
14'-0'
14'-8'
305 473 641 810 979 14'-0'
291 451 612 773 935 14'-8'
15'-4' 276 432 5a8 740 894 15'-r.
161-" 267 414 709 957 16'-0'
18'-r
1r-4'
256 379 539 Sao an 16'-a'
246 382 516 654 791 17'-4'
18'-0' 237 30 499 630 762 lb'-0'
18'-a' 229 355 481 we 734 la'-Ir
IV-4' 221 343 463 387 709 19'-4'
20'-0' 1 213 331 1 449 567 685 20'-0'
POWERS STEEL PRODUCTS LINTELS t-4-
WALL THICKNESS (NOMINAL)
t
POWERS STEEL $+ 03)
LINTEL HEIGHT
PSS2..5-8
INDICATES HEIGHT OF GROUT
INDICATES COMPOSITE ACTION
9)
Ij/ICI
HEIGHT OF COMPOSITE
LINTEL VARIES - SEE
PLAN AND SCHEDULES.
USE BOND BEAM BLOCK
AT BOTTOM COURSE TO
GO OVER POWERS STEEL
LINTEL AND BOND BEAM
BLOCK AT HORIZONTAL
REINFORCING.
5)
1 )
IN
ISOMETRIC
GROUT NOT SHOWN FOR CLARITY)
REPORT NO. 93-132
TM
SEE REFERENCE NUMBERS ON SPEC PAGE
NOTES & SPEC INFO
1. PRODUCT NAME (PATENT NO. 4757656: SBCCI PST t ESI / 93-132) FILING SYSTEM PER THE UNIFORM SYSTEM - DIVISION S.
POWERS LINTELS. MANUFACTURED, ENGINEER DESIGNED. MOOUL.AR STEEL LINTELS Of
1w1;N STRENGTH STEELS FOR USE IN CONCRETE BLOCK AND BRICK MASONRYGONSTRUCTIPC.
PREFORMED POWERS STEEL LINTEL SHALL BE GALVINIZED ML STEEL AS MANUFACTURED BY
POWERS STEEL AND WIRE PRODUCTS, INC. STEEL GRADE SHALL BE ASTM A570 GRADE
C Fy - 40 k•i.
POWERS LINTELS ARE FULLY GUARANTEED AND INSURED AGAINST MATERIAL DEFECTS
AND POOR FACTORY WORKMANSHIP WHEN PROPERLY INSTALLED FOR THE LIFE OF THE
BUILDING
SINCE POWERS STEEL LINTELS ARE MANUFACTURED FROM GALVINIZED STEEL. AFTER
THE INITIAL PAINTING THE LINTELS WILL REWIRE REPAINTING ONLY WHEN THE BUILDING
ITSELF REQUIRES SUCH MAINTENANCE.
2. SHORE LINTELS AS REQUIRED TO COMPENSATE FOR DEAD LOAD DEFLECTION ON NON -
CURED MASONRY SUGGESTED S' AND OVER.
3. LINTELS TO BE USED WITH BRICK OR CONCRETE MASONRY UNITS HAVING A MINIMUM
f. AS SHOWN.
4. PRODUCT DESCRIPTION
BASIC USE: POWERS LINTELS ARE DESIGNED FOR USE AT LOCATIONS WHERE PRECAST
CONCRETE, ANGLE IRON AND I BEAMS, AND FORM AND POURED, LAMINATED WOOD
BEAMS ARE NORMALLY USED.
SHAPES OF THESE LINTELS INTERFERE AS LITTLE AS POSSIBLE WITH THE LAYING OF
MASONRY, NO CUYTNC Or STANDARD SIZE MASONRY UNITS IS REQUIRED AND SPECIAL
SHAPES ARE NOT NECESSARY.
ADVANTAGES: POWERS LINTELS ARE LIGHTER IN WEIGHT AND EASIER TO HANDLE THAN
LINTELS MADE FROM STANDARD STRUCTURAL SHAPES OR PRECAST CONCRETE.
SAVINGS ARE POSSIBLE IN SEVERAL AREAS: PRICING OF POWERS LINTELS COMPARES
FAVORABLY WITH CONVENTIONAL LINTELS; THE COST OF FABRICATION OFF -SET TO SOME
DEGREE BY THE CUSTOM DESIGN THAT CREATES THE MOST EFFICIENT SHAPE FROM HIGH
STRENGTH STEEL LIGHT WEIGHT UNTELS ARE FASTER AND EASIER TO ERECT. MASONRY
BUILT-IN AROUND LINTELS GOES IN EASIER AND FASTER.
LIMITATIONS: POWERS LINTELS ARE ONLY LIMITED BY THEIR SPAN AND LOAD CARRYING
AS DETERMINED BY A STRUCTURAL ENGINEER UTILIZING THE MANUFACTURER'S SPAN
TABELS AND OTHER STRUCTURAL CHARACTERISTICS OF THE LINTEL SHAPES.
SIZES: MANUFACTURER STOCKS ALL LINTEL LENGTHS IN INCREMENTS OF 4' FROM
2' TO 26'.
5. BEARING EACH END SMALL BE 3' PLUS OR MINUS 1'. BEARING SMALL BE ON A MINIMUM
6' DEEP GROUTED CELL CXCV T THAT UNTELS SP52.5-11C. 12C. 16C. AND LINTELS
BPSI.5-C MAY BEAR ON 1 1/4- THICK MINIMUM FACE SMELL
6. fm; 1500 Pei. MASONRY UNITS SHALL CONFORM 70 ASTM C90. GRADE N.
7. GROUT: 2.000 p•i. SLUMP RANGE: B' TO 11'. ROD OR VIBRATE GROUT ADEQUATELY
TO ENSURE CONSOLIDATION OF GROUT (NO AIR POCKETS). GROUT SMALL COMPLY WITH
ASTM C476-53 AND BE EITHER COARSE OR FINE GROUT.
S. MORTAR: TYPE 'S' OR TYPE -M' 1500 P4L
9. TOP REINFORCING OR TOP OF WALL REINFORCING. IS REOWRED BY CODES TO PROVIDE
A CONTINUOUS TIE AROUND A STRUCTURE AND TO PROVIDE FOR UPLIFT
RESISTANCE Al LINTELS. TOP REINFORCING IS N07 REWIRED AND 15 NOT PART OF THE
POWER STEEL LINTELS (EXCEPT AT THE L-1 LINTELS A REINFORCING BAR 15 REWIRED FOR TH
STEEL STIRRUPS). SIZING OF TOP REINFORCING IS THE RESPONSIBILITY OF THE BUILDING
ARCHITECT OR ENGINEER. ALTERNATELY, TOP REINFORCING COULD BE 51ZED PER SBCCI DOCUM
SSTD 10-93.
I O.ATTACHMENTS TO TOP OF WALL PER ARCHITECTURAL AND/OR ENGINEERING DRAWINGS.
11. STEEL 5RIRRVPS SMALL CONFORM TO ASTM A52 Fy - 60 kai MINIMUM. STIRRUPS
SHALL BE 1/4' DIAMETER SMOOTH ROD AND SHALL BE FABRICATED SUCH THAT THE
STIRRUPS HAVE SPRING AND TEND TO REMAIN IN THE HOLES 1N THE LINTEL DUE TO
THE SPRING. STIRRUPS SHALL HOOK 3/4' AND FIT INTO HOLE IN LINTEL VERTICAL
LEG AS SHOWN.
STIRRUP PLACEMENT (FOR BPS2.5 REINFORCED UNYELS ONLY (L-1 LINTELS)).
12' DEEP LINTEL - 11 STIRRUPS AT 4' O.C. EACH END (22 TOTAL STIRRUPS).
16'. 20% 24'. DEEP LINTELS - 5 STIRRUPS AT B- O.C. EACH END (12 TOTAL
STIRRUPS).
STIRRUPS SMALL BE 1 1/2- CLEAR FROM TOP OF GROUT.
12.PLACE FIRST STIRRUP 4' FROM FACE OF JAMB AS SHOWN 2 1'.
13.MASONRY WALL MAY OCCUR ABOVE COMPOSITE LINTEL HEIGHT.
14. 20 GAGE OPS25 LINTEL MAY BE USED ON UP TO 12-0" SPANS.
NOTE: L-I LINTEL WITH HOLES FOR STIRRUPS MAY BE USED AS AN
L-2 LINTEL. THE STIRRUPS ARE NOT REOUIRED FOR L-2 LINTELS. USE
L-2 LOAD TABLES. LINTELS SHALL BE ASSUMED TO BE L-2 UNLESS
MARKED OTHERWISE.
15. MANUFACTURER:
POWERS STEEL PRODUCTS LINTELS.+
4113 r aNDOD Pr10ENX. AZ. 650410
PHI 602-437-1160 FAX/ 502-437-NO
DAYTONA BEACH. FL OIL SUMMERS
PHI t FAXI 1-9Q4-239-9Y15 GR/ 1-WD-542-5.576
TAM A 7L KARL GRETZINUER
GR9 1-60D-519-3022 FAXI 1-313-759-50"
16. TECHNICAL DATA AND ENGINEERING POWERS LINTELS HAVE BEEN
DESIGNED IN ACCORDANCE WITH THE FOLLOWING:
SBCCI DEEMED TO COMPLY - 1993
STANDARD BUILDING CODE - 1993
AIS UGHT.GAGE COLD FORMED
STEEL DESIGN - 1990
U.B.C. - 1991
SHORT FORM SPECIFICATIONS AS FOLLOWS: AT THE MASONRY WALL OPENINGS INDICATED
OR SPECIFIED FURNISH AND INSTALL POWERS UNTELS AS MANUFACTURED BY POWERS
STEEL PRODUCTS. PHOENIX, ARIZONA.
TECHNICAL ASSISTANCE IS AVALABLE FROM THE MANUFACTURER ON SPECIAL DESIGN
PROBLEMS.
STRUCTURAL ENGINEER FOR THESE LINTELS IS:
CARUSO, TURLEY. SCOTT INC.
2702 North 441h Street Suite 20D
Phoenix, Arizono 85008
Phone No. (602) 912-9120
Fax (602) 912-9390
IF AN INSPECTOR, CONTRACTOR, SUBCONTRACTOR,
OR PLANS EXAMINER HAS ANY TECHNICAL QUESTIONS
PLEASE CALL PAUL SCOTT P.E. COLLECT.
17. INSTALLATION
POWERS LINTELS ARE TO BE INSTALLED IN ACCORDANCE WITH STANDARD CONSTRUCTION
PRACTICES, SET 10 PROPER LINE AND LEVEL PLUMB AND TRUE, AND W CORRECT
RELATION TO OTHER WORK.
l/2' DAME" HOLLS
FOR MM OF Slm
0
G
IfAtr// 1(i/ba f
I L_2 I
iN
94
L-1
BPS STEEL LINTELS
8PS1.5 (16 GAGE)
rSYmh - .152 IN 3
I mh ..170 IN 4
8PS2.5 (16 GAGE)
Smh 4• W5 013
1 mh - .632 IN4
NOTE
16 GA IS ,060 INCHES THIpC
S Cp'_.
eo 4u o,>o°e Tj.,II
QQ.,Q FICgr•oa op e
F °iv o
Ef o e
1, No.3 e y e
o /W o *
9 I
o°°
ooA,
L OR Oo; 24titi.
NO
SCALE
STRUCTURAL CERTIFICATION AFFIDAVIT
I
STATE OF FLORIDA
COUNTY OF SEMINOLE
REFERENCE ADDRESS: 110 Keyes Court - Sanford, Florida
I, Thomas J. Anderson, P.E. , DO SOLEMNLY SWEAR THAT I AM
A STATE OF FLORIDA REGISTERED ARCHITECT OR ENGINEER. I HEREBY'
CERTIFY THAT THE WORK HAS BEEN DONE IN CONFORMITY WITH THE
APPROVED PLANS AND WITH THE STRUCTURAL PROVISIONS OF THE
TECHNICAL CODES.
a -':-(Affix Seal Here) S NA U E OF ARCHITECT OR ENGINEER
N11 31g96 Tho a J. Anderson, P.E.
Name Architect/Engineer Printed
Personally appeared before me, the undersigned authority,.
Thomas J. Anderson , who, after being duly sworn
by me say on oath that they have read the foregoing, and
that the matters and things contained herein are true and
correct. -
Subscribed and sworn to (or affirmed) before me this 13th* day
of June 19 96 who is personally known to me or has
produced ( type of identification)'..
3ignature '.of -Rotary Public,
St•ate o.` Florida
al:.."Fy BOOKBARRECA
jq,----,' s : IAV fAMMISSIDN I CC 24z9Tz
Bobkie Barreca "OMM: owmmw30.IM
Nameft" "
M wwy watt wafflftm`o'
f•Notary typed, printed ' or
stamped
STRUCTURAL CERTIFICATION AFFIDAVIT
STATE OF FLORIDA
COUNTY OF SEMINOLE
REFERENCE ADDRESS: 110 Keyes Court - Sanford, Florida
I. Thomas J. Anderson, P.E. , DO SOLEMNLY SWEAR THAT I AM
A STATE OF FLORIDA REGISTERED ARCHITECT OR ENGINEER. I HEREBY'
CERTIFY THAT THE WORK HAS BEEN DONE IN CONFORMITY WITH THE
APPROVED PLANS AND WITH THE STRUCTUR PR SIONS OF THE
TECHNICAL CODES. N
Y '
Affix Seal Here) U E OF RCHITECT OR ENGINEER
J(fN Thomas J. Alderson, P.E.
13 eggs Name o Arc itect/Engineer Printed
Personally appeared before me, the undersigned authority, -
Thomas J. Anderson , who, after being duly sworn
by me say on oat t at they have read the foregoing, and
that the matters.and things contained herein are true and
correct.
Subscribed and sworn to (or affirmed) before me this 13th day
of June , 19 96 , who is personally known to me or has
produced (type of identification)
B; , 'of Notary Public,
3Stato: of F16ri lda BoSb '
Bayreca Name
of Notary typed, printed or
stamped WW &
VWM 10ft" W =WWW 0 cc 24M DO'
W: Dmw*w30, INS 7ft
WWy Mft iM dM1111rn
OF SANFORD, FLORIDA
PERMIT NO W DAT 9
THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOL-
LOWING ELECTRICALWORK-
OWNER'S NAM
ADDRESS OF JOB O
kiFcf4' aj
ELEC. CONTR
P4-/ems
Subject to rules ano regulations of the city and national electric codes.
Number AMOUNT
Alteration Addition Re air
Change f Service Residential
Commercial
Mobile Home
Factory Built Housing
New Residential 0-100 Amp Service
101-200 Am Service
201 Amp and above
New Commercial p ervice
Apvlicati_on Fee
By sighng this applica 1 a-
MI-3
I ill bB in compliance with the NEC including Article 110, Section 1 nd 110-10.
V` kj, y'
Building Official Master Electric' n
0
STATE COMPETENCY NO. *
olfA V
CITY OF SANFORD
FIRE -DEPARTMENT
FEES FOR SERVICES
PHONE #: 407-322-4952
DATE: / / PERMIT #:
BUSINESS NAME:L... _ A4'*& eew r, Ro- e%xi
ADDRESS: // /r-%'e
PHONE NUMBER:( )
PLANS REVIEW TENT PERMIT
BURN PERMIT REINSPECTION
TANK PERMIT FIRE SYSTEM
AMOUNT $ v
i'
COMMENTS: /_ 1 `//i C4a,,1er u.
Fees must be paid to Sanford Building Department,,300 N.
Park Avenue, Samford, Florida. Phone # 330-5656.
Proof of payment must be made to Sanford Fire Prevention
before any further services can take place.
I certify that the above
information is true and
correct and that I will
v` comply with all applicable
codes and ordinances of the
ity of Sanfor F i a.
Sanford Fire Prevention ppl'cants Sign ture
y
CITY OF SANFORD, FLORIDA
APPLICATION FOR BUILDING PERMIT
PERMIT ADDRESS Lot 11 , Lake Mary Beltway Commerce CipERMIT NUMBER tlAq
Total Contract Price of Job $88, 000. /,c & (l/) Total Sq. Ft. 7, 990.
Describe Work Pre-engineered Building; No interiors
Type of Construction Steel; block; concrete Flood Prone (YES) (*10)
Number of Stories -One Number of Dwellings N/A Zoning I
Occupancy: Residential Commercial Industrial X
LEGAL DESCRIPTION (please attach printout from Seminole County)
TAX I.D. NUMBER 12-20-30-510-0000-0011
OWNER Lake Mary Beltway Commerce Park,A F1a.Gen.Pa>P1JQNE NUMBER 869-8054
ZADDRESS 1175_ Spring Center South Boulevard
CITY Altamonte Springs STATE F1. ZIP 32714
TITLE HOLDER (IF OTHER THAN OWNER) N/A
ADDRESS
CITY STATE ZIP
BONDING COMPANY
ADDRESS
CITY
N/A
STATE ZIP
ARCHITECT / Engineer Engineering Design, Inc.
ADDRESS 180 Ridge St . , Winter Springs
CITY ?minter Springs STATE F1. ZIP
MORTGAGE LENDER N/A
ADDRESS
CITY STATE ZIP
CONTRACTOR At Cost Construction Co. PHONE NUMBER 260-0032
ADDRESS P.O.Box 400, ST. LICENSE NUMBER 94900193
CITY Altamonte Springs STATE F1. ZIP 32715
tr********w*rw*wr*w•wr***rr**********trw***t****tw**,t***t*t*t****rtrwtrtr*********t*trwtw**
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, PLUMBING, MECHANICAL, SIGNS, POOLS, ETC.
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that
all work will be done in compliance with all applicable laws regulating construction
and zoning. A COPY OF THE RECORDED COPY OF THE NOTICE OF COMMENCEMENT WILL BE POSTED
ON THE JOB SITE WITH PERMITS NO LATER.THAN SEVEN (7) DAYS AFTER THE PERMIT HAS BEEN
ISSUED. FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR
THE 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
THE REQUIREMk
r5
9
IC
N C
a 3
O
Z
N ••i
row
o°
ro w O
o d >1
ZwE»
PERMIT IS VERIFICATION THAT I WILL NOTIFY THE OWNER OF THE PROPERTY OF
TS OF FLORIDA LIEN LAW, FS713.
rtr*** w **.***t*rt**********s*w*wt*itrr**.*****wrw*******•*w**
H 'O Z7% b X -,, 96
At Cost Construction Co. b n rt
o°i
Sign? ture of Owner//Ag t & Date gnature of Contractor & Date 0 :)<
J n A. Munfi ld, 2/19/9 W
Burl M. Drennen Z
Type__oor
FFtaf:
ame Type or int Contractor' Name . x B
Signature of Notary & Date
LORRAINE TERRELL
8 = MY COMMISSION 0 CC 328518
a:a EXPIRES: December 28.1997
Bonded Thru Notary Public Underwdtem
Signature of Notary & Date
Official Seal)
LORRAINE TERRELL
MY COMMISSION / CC 826518
EXPIRES: December 25,1997
p ; • d ' Bonded Thru bMry Public IhrdeMft
Application Approved BY: Date: /5 /•1%
FEES: Building 30 .00 Radon Police Fire Ig2mOpenSpaceAJRoadImpactApliction0
PERMIT VALIDATIONS CHECK CASH DATE 3 BYfj-
ORIGINAL (BUILDING) YELLOW (CUSTOMER) PINK (COUNTY TAX OFFICE) GOLD (CO. ADMIN)
O
x
S1
rt
O
a
C
n
rr
M
a
H
v
THIS APPLICATION USED FOR WORK VALUED. $2500.00 OR MORE