HomeMy WebLinkAboutSUBMITTED PAPERSDATE: 1_16-1ZA-
PERMIT NUMRF1k:
-)Dal .. G-vw
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue
Fort Pierce, FL 34982 SCANN
(772) 462-1553 ED
APPLICATION FOR REPLACEMENT OF St. Lucie Cou.ty -
WINDOWS, SKYLIGHTS, DOORS & OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS: Z/ �9 95' . a 10) /1P V P1.6 el
2. PARCEL ID NUMBER: 1 ji,? - 1,Y / - C 0'0-3 -- 06 67 -
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY: AleW.- 911'ra,5e- hc1a)r- WX7'
5:0LMX0 Cny- 5�0'm'p - -
4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER
5. OWNERS INFORMATION
Name: e- Ve tJ
Address:.q995. C'6n)-ei f'ja I-f_.
f
city: t —stab: Z� I
zip: 3'-j Phone: 7_'�5 5.
6. CONTRACTOR'S INFORMATION
FL Reg/Cert #:
County Cert #:
BusinessName: 0--0ccjciL_ ber,_�;a1eS LLC
Phone Number:— *12d -c-,M o3 eD
Windows, Swing Doors,
Skylights, Fixed Glass
Opening Design Pressure
A.S.C.E - 7
Design
Pressure
Product
Manufacture
� I
wck-o e
Model #
Method of Attachment #
Florida Product Approval #
C r-,- Vj ct
120 mph
[130 mph
[140 mph
)0,3
Windows & Skylights
Exposure B
T
Exposure C
Overhead Garage Doors
< 30'- F.B.C. Table 1609.6 (1) + 1609.6 (2)
17!�
B- Size
C- Size
7. VALUE OF CONSTRUCTION: S
FEES DUE:
M5,
RECEIPT:
-0
MCT
F? —
Z K 0 P0
W
OWNIER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
M
compliance with all appficable laws regulating construction an onin C: M
RC,
M
Cn
PRINT QUALIFIERS/OWNERS NAME S143NATUR
STATE OF FLORID& COUNTY OF Luc��E 'OF QUALIFIER/OWKER-
- DAY OF -3a il 20j
ACKNOWLEDGED BEFORE ME TfflS t7 _�, BY I WO IS PERSONALLIFWN TO ME OR WHO
14AS PRODUCED L e- AS IDENTIFICATION.
e 1-0 P)-44Rry
VGNAT�0�
'MOT)MY TYPE OR PRINT NAW OF IQOTA_R7_
TinE: NOTARY PUBLIC
COMNUSSION NUMBER
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
ST. LUCIE COUNTY Vinyl Siding
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
[] Attach 2 copies of the NOA or Florida approval with details to the product being used.
INSTRUCTIONS
Please complete all information in the space provided. All information must be Printed (use black or blue ink only) or Typed.
This application for replacement of Windows, Skylights, Doors & Overhead doors to be used for only those activities that are not otherwise
included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of
structural alteration. Building activities involving structural alteration, in addition to the replacement of Windows, Skylights, Doors &
Overhead doors, must be permitted through the regular building permit review process. The information to be provided with this application
includes:
I LOCATION/SITE ADDRESS: ............................................. Indicate the street address, or general location, of the property on
which the building activity is taking place.
PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the Property on
which the building activity is taking place.
3. DESCRIPTION OF PROJECT OR WORK ACTIVITY ........ Briefly describe the building activity under permit application.
4. OWNERS INFORMATION: ................................................. Indicate the name and address of the owner of the property on which
the product is to be installed.
5. CONTRACTORS INFORMATION: .................................... Indicate the State of Florida (if applicable) and SL Lucie County
contractors registration numbers, and the name of the business doing
the work.
6. VALUE OF CONSTRUCTION: ...........................................
Indicate the total value of the work to take place. Total cost of
construction includes all material and labor costs associated with the
building/construction activity. The value of construction is used to
determine the amount of permitting fees to be assessed. St. Lucie
County reserves the right to question and/or modify the indicated
value of construction if it is demonstrated that the submitted figures
are not consistent with similar types of construction.
All applications for Permits are to be submitted to die St. Lucie County Building and Zoning Department, St. Lucie County Administration
Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be complete and filed with the Department no
later 4:30 P.M. each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this
application, please contact the St. Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM
- 5:00 PM), Monday through Friday.
Following the issuance of this Windows, Skylights, Doors & Overhead doors replacement Permit, the scheduling of all required inspections
maybe made by calling (772)462-1261.
SLCCDV FORM NO: oo6-05
1. � . . J, L V I V I I - J F I lilt \/AJA"AV
SCIS H&A, Log li,% U&q, ft)WjWn M=
W 700iN Submit Sitrthgrge SEM S, Facts Publicaws FOC Staff 8('tS Sitq mo Un" Sa,c
ProduCt Approval
USER: ftwit: VW
L"Ovff-UP-0.��tleou > 2md,,.mt >
FL FL5249-R6
Application Type Revision
Code Version 2007
Application Status Approved
Comments
Amhlved
Product Manufacturer Wayne -Dalton, a division Of Overhead Door Corporation
Addressl Ph Orie/ Ern aji 3395 Addison Drive
Pensacola, FL 32514
(8SO) 475-6000
gtaylor@Wayne-Dalton,rom
Authorized Signatures Greg Taylor
qtaylOr@V� Dyne- Da Iton. cc m
Technical Representative Greg Taylor
Address/ Ph one/Ema if 3395 Addison Drive
Pensacola, FL 32514
(850) 474-9890
gtaylOr@wayne-dalton.cdm
Quality Assurance Representative
Add ress/Phone/ Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect �r a Ucense-
Florida Professional Engineer
i! Evaluation Report - HardCopy Received
Florida Engineer or Architect Name who 3effrey P. Arneson
developed the Evaluation Report
Flor'scla Ucense PE-58544
Quality Aussurance Entity Intertek Testing services NA Inc. - ETUWarnock liersoy
Quality Assurance Contract Expiration Date 03106/2020
Validated By Dole J. Kelley
Validation Checklist - Hardcopy Rerelved
Certlflcate of Independence FLU248 R6 COI r
_Qe�nd. dg
Referenced Standard and Year (of Standard) 2WDAAEd
ANSI/DASMA-108
ANSI/DASMA-115
TAS-201
TAS-202
TAS-203
Year
zG02
200S
1994
1994
1994
http://www.floridabuilding.org/pr/Pr�_app_dd.aspx?param=wGEVXQwtDq qj.,neb8QjbxRy.
11/3/2011.
5/16-18 SOLT & NU T
��R
SLOT AND 1/4-20xg/16*
'_T - 1/4-20 14EX NUT
AN' TWO ALIGNING ROLES
'A COMMERCIAL W FRAME
1(4) 1/4-14.7/8' SELF
r rfi /
,t'-. I
LD (2) 1/4-140/8"
_� .1.
DRILLING CRIMPTITE SCREWS
l��LLJ
(INSIDIE OF EACH END HINGE)-,__
NYLON STORMCARD ROLLER
H 4-1/2" STEM AND
6" PUSHNUT AT EACH
.UER LOCATION. 1/4- MAX
[WEEN PUSHNUT AND
kCKET OR HINGE
WIDE BODY END
ATTACHED � �TH��
4-141c5/8" LF DETAIL 8
G SCREWS
18 CA NARROW BODY
GE
INTERMEDIATE Hlhl�
ATTACHED WITH (4)
1/4-14x5/8' SELF
TAPPING SCREWS
DETAIL C
14 CA BOTTOM BRACKET
ATTACHED WITH (2)
1/4-140/8" SELF DRILLING
CRIMPTITE SCREWS THROUGH
STRUT AND BOTTOM BRACKET
AND (1) 1/4-146/8" SELF
DRILLING TAMPER RESISTANT
l<
Q
16'
q:
14' & 15'
(12) la GA 80 KSI U—BARS
LOCATED AS SHOW4
�7) SCCTION DOORS MTH
(11) 3 1 8 CA 9� KSI U—BARS
LOCATED AS SHOWN
rm-iil7
_0
EMS
I =1i
Owl
Mill"011
v v
(16) #8.3/4" MIN
STAINLESS SCREWS WTH
STAINLESS BACKED
RUBBER WASHERS
1/8' BEAD GE
ULTRAGLAZE
SSG4000AC
STRUCTURAL
SEALANT OR
EOUIVALENT
DFTAII D
FACER STEEL ---
NON—STRUCTURAL v
DECORATIVE INNER L
MNOOW TMRIM;��_.
DETAIL E
i6) S
(9) 3 is
�5) SECTION DC
(8) 3 18 CA 80 KSI
LOCATED fi
(4) SECTION DOORS WITH
(6) 3- 18 CA 80 KSI U—BARS
LOCATED As SHOWN
NON—S"IRUCTURAL DECORATVE
OUTER WINDOW TRIM
1/4- POLYCARBONATE
I umv__
1"qmlq�
B 'IN
Mftn
MARK R. BARROW, PE 3395 ADDISON DRIVE
FLORIDA LICENSE NO. 57389 PENSACOLA. FLORIDA 32514
TEXAS LICENSE NO. 93119 (850) 474-9890
I�
ATTACH U—BAR WTH
(2) 1/4-140/8" SELF
DRILLING CRIMPTITE SCREWS
AT EACH STILE LOCATION, TYP.
STATIC PRESSURE RATINGS
I APPROVED SIZES
DESIGN (PSF): +30.00/-33.50
IMAX WIDTH: 16'—C)-
TEST (PSF): +45.00/-50.25
IMAX HEIGH T: 14*-0"
IMPACT/CYCLIC RATED (YES/NO): YES
IMAX SECTION HEIGHT: 21
MODELS 8000/8100
WINDLOAD SPECIFICATION OPTION CODE 1123
IPI MODIFIED NOTES TO
EI AT LOUVERS
.T '.PAC
E S�l
T T.
I—ArKET SCHEDI - ILE
JALLONNG REPLACEMENT
OF 01 NTH JB_US.
IADDED PACT
RF�JvTAIMM('r Tn Mn—
[ADDED MAX GLAZING
TO ..S
I I I
SHFFT I AMPn TRArw
TO FLAG CONNiCTION
NOTE.
CRT 11/10/07
5N. ADDED TEXAS
NSE NUMBER TO
E BLOCK. ADDED
CT RESISTANT
3NC.
9/19/08
N.T.S.
SIZE: A
DATE
NAME
1
1 5/22/06
GIRT
EDI
1/22/07
MRB
SHEET 2 OF
2
DRAWING PART NO.
REV.
3270
I P3
W�ACT RES,3TANT GLAZING OPTION- IMPA�'T
RFt;ISTAi4T GLAZINC SYSTEM MAY BE INSTALLED Ilq
T('P OR INTERMEDIATE SECTION (WITH OR *171"OU'.
DECORATIVE INSERTS). GLAZING SHALL. BE 1/4-
MAKROLON-AR POLYCARBONATE OR EQUAL.
MAXIMUM GLAZING DIMENSIONS SHALL BE 16.56-
12.26*. SEE DETAIL E ON SHEET 2 FOR
ASSEMBLY DETAILS.
2. NON -IMPACT REISTANT GLAZING OPTION -
090" MINIMUM SSB GLAZING IN MOLDED FRAMES
SCREWED TOGETHER WITH A MINIMUM OF (10)
080" SCREWS INSTALLED IN TOP OR INTERMEDIATE
SECTION (WITH OR WTHOUT DECORATIVE INSERTS)
MEETS UNIFORM STATIC WIND PRESSURES SHOWN
ON THIS DRAWING. GLAZING SHALL HAVE A
MAXIMUM HEIGHT OF 10.69" AND A MAXIMUM
LENGTH OF 16.94'. GLAZING IS NOT IMPACT
RESISTANT AND DOES NOT MEET THE
REOUIREMENTS FOR WIND-BORNE DEBRIS REGIONS
3. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM
OF 6' O.C. MUST OVERLAP TOP AND BOTH ENDS
OF PANELS MINIMUM 7/16- TO MEET NEGATIVE
PRESSURES
4 KEY LOCK, SLIDE LOCKS. OR OPERATOR
OUIRED.
LOlJVER OPTION - .040' MINIMUM LOUVERS IN
MOLDED FRAMES SCREWED TOGETHER WTH A
MINIMUM OF (10) 18xl' SCREWS INSTALLED IN THE
BOTTOM SECTION. LOUVERS ARE NOT IMPACT
RESISTANT AND DO NOT MEET THE REOUIREMENTS
FOR WIND-BORNE DEBRIS REGIONS,
6. SECTION STEEL TO HAVE A MINIMUM 26 GA
THICKNESS.
7. THE DESIGN OF THE SUPPORTING STRUCTURAL
ELEMENTS SHALL BE THE RESPONSIBILITY OF THE
PROFESSIONAL OF RECORD FOR THE BUILDING OR
STRUCTURE AND IN ACCORDANCE WTH CURRENT
BUR -DING CODES FOR THE LOADS LISTED ON THIS
DRAWNG.
& DOOR JAMB TO BE MINIMUM 2.6 STRUCTURAL
GRADE LUMBER. REFER TO JAMB CONNECTION
SUPPLEMENT FOR ATTACHMENT TO SUPPORTING
STRUCTURE.
9. FOR LOW HEAD ROOM LIFT CONDITIONS, TOP
BRACKET SHALL BE A 13 CA LHR 7/4 TOP
BRACKET WITH A MINIMUM OF (3) 1/4-14.7/8'
SELF DRiLLING CRIMPTITE SCREWS IN LIEU OF THE:
BRACKET SHOWN ON THIS DRAWING. U-8AR ON
TOP SECTION SHALL BE INSTALLED ON TOP OF LHR
TOP BRACKETS.
SUPERIMPOSED DESIGN PRESSURE
DX'R I DOOR I UNIFORM LOAD EACH JAMB (PLF)
7H HEIGHT
i3 rA Hrjrl: .%UE
I" ',A F0C AN�&E
16 rA LON HCFr.Z
7RACK
5/160-5/3"
LAG SCREW (%N 3
AS SHOWN)
(4) 1/4-204/16- LARGE
14EAD TRACK BOLTS OR
1/4-20 STUDS WITH
1/4-20 HEX NUTS
16 CA MIN VERT
TRACK
1/4-20xg/16* TRACK
DOLT AND 1/4-20 HEX
NUT AT EACH JB-US
JAMB BRACKET LOCATION
5/160-5/8' LAG
SCREW AT EACH
JAMB BRACKET
15 CA STIFFENED
JAMB BRACKETS
SEE SCHELDULE FOR
OUANITY. LOCATION,
AND TYPE
KEY LOCK OR SLIDE LOCK
EACH END (NOT REQUIRED
WTH OPERATOR - SEE
NOTE 4). SLIDE LOCK
SHOWN FOR CLARITY
NOTE� (4) SECTION S
DOOR SHOWN. SEE SHi
2 FOR U-SAR LOCATIOI
ON DOORS WITH OTHER
SECTION QUANTITIES AN
SEE NOTES I AND 2 TI
SHEET FOR GLAZING
OPTIONS,
JAMB BRACKET SCHEDULE
DOOR
HEIG14T
—
NO. OF
SECTIONS
—4
NO ' OF JAMB
BRACKETS
(EACH J"S)
TRACK
TYPE
LOCATION OF CENTERLINE OF JAMB
BRACKETS MEASURED FROM BOTTOM
OF TRACK (ALL DIMENSIONS 1 2-)
7-7
6
01
(JO-US). 14' (01), 23-1/2' (JB-US). 34" (JB-US). 44' (01). 56'-(—JB-US)
V-111"
4
6
FAT
(JI3-US), TO- (JB-US). 21-3/4- (JB-US). 39- (JO-US), 48- (JB-US). 57-1/4- (JB-US)
7'-0'
4
6
ol
(JB-US). 14- (0). 25-1/2- (JB-US). 34- (JO-US). 44- (04). 63-1/4- (je-US)
7'-0"
4
6
FAT
--US). 10 I
(JB-US). 10- (JB-US - 15-3/4- (JB-US), 36- (JB-US�, 52-1/2* (JB-US), 63-1/4- (JB-US)
7'-r,'
7.-6.
5
5
8
2
ol
FAT
�.AT
F4� �_/2 (JB-U5). 32-1/2- (JB-US). 43- (01), 49- (JB-US). 62-1/2- 72' J" US21/2
(JB-US). TO- (JB-US). 22-3/4- (JB-US), 36- (JB-US), 45- (JB-US). 54-1/4' (JB-UST
, il 7 (5i 5(S). 1. JB - 'US)
a'-o'
8--o-
5
5
'8
a
a
ol F
FAT
F 24" (Qll. 21
('JBEUS� (18-US). 34' (JB-US). 46" (01). 2::jj�2' 75,- (JB-US
0- (JB-US). 25-3/4- (JB-US). 39- (JB-US). US� "o-US). 73-i/2- Oto-us)
JB� d S' . , lJ
-OW —
a--ol
I
�S) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK NTH 1/4-20xg/16* TRACK BOLT AND NUT.
FOLLOWNG DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUrTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED TO ATTACH TO TRACK.
DOORS GREATER THAN 8' IN HEIGHT REOUIRE USE OF CONTINUOUS WALL ANGLE SFF �,IIPPLEVENT TRACK C�IAIZT FOR DETAILS.
RENISIC'eirl- _.
MCMED NOTES -0
�Tt_ THAT LOU'�EAS
E NOT IMP�CT
PSTANT.
r 6/29/07
MODIFIED JAMB
kCKET SCHEDULE
.OWING REPLACEMENT
Cl WITH JB_US.
)ED IMPACT
ISTANCE TO DOOR.
)ED MAX GLAZING
ENSION TO NOTES
ET 1. ADDED TRACK
FLAG CONNEC7iON
'E.
11/10/07
MODIFIED LOUVER
ION. ADDED TEXAS
-NSE NUMBER TO
_E BLOCK. ADDED
9/19/08
blATIC PM55URE RATINGS
APPROVED SIZES [SCALE: N.T.S. __FvZE. A
'551
md.ov-7,3.50
IMAX Wil) 111-
I TEST (PSF):
+45.00/-50.25
1 MAX HFICHT: W-O" Int?AM 7,- =7
.—M 'I'Es
MAX SLCIION HEIGHT: 21'ICHECKEDI 1/22/07 MR8
MODELS 8000/8100
SHEET 1 OF 2
MARK R. BARROW. PE
FLORIDA LICENSE NO. 57389
3395 ADDISON DRIVE
DRAWING PART NO.
REV.
TEXAS LICENSE NO. 93119
PENSACOLA. FLORIDA 32514
(850) 474-9890
WINDLOAD
SPECIFICATION
OPTION CODE 1123
327017
I P3
Nov. 1 2 0 1 0h I I : 4 0 AM Online
No. 5477 Pal'. 3 o,,' . r
Approved for use outside HVM2: Ye5
Impact Ites1stant: No
Design Pressure: -�-15.30/-17.00
Other; Glazing is not impact resistant and does not
neel: the requirements for wind -borne debris regions.
100 #1122
Atnits of Use
Approved for use in HVHZ. No
Approved for use outside HVHZ; Yes
Impact Resistant; No
Design Pressure: +23.001-2S.00
Other; Glazing Is not Impact resistant and does not
reet the requirements for wind-borne debris regions.
FLRZJ R,6 11 307494 P8 TrAek Suppj_ement Ch.Xt..Qdf,
FL8248 I amb nn ton Oiuppleme &XQ pdf
Verified by: Ieffrey P. Arneson FLORIDA PE S8544
Created by Independent Third Party: Yes
!valuation Reports
FL824Q Rfi Af--FLAL4fl-Evaivatior_R.PjlQjl_-ML-
Created by Independent Third Par1r, —Yes
16' May, width. 14' Max height. Glating avail,able in top oi,
AMIlation Instructions
E"-Z§_U_�J22 P3 f
FLBZ48 R6 11 30749A-UTrack SyApj1_m_ULChiirLpdf
FL8248 R6 LI �aMtl_�-,=Wjqri SypUl mpnl_P
A.
Verified By: Jeffrey P. Arrieson FLORIDA PE 58544
Created by Independent Third PaMy: Yes
.valuation Reports
FL8248 R6 AE FL8248 EvafWation Repart -.§Q0
rCZ�ed by Ind ---- Ae— T$,;.A i LL—Y—es
---
1
16' Max width. 14' Max height. Glaving available in top Cr
18248.7
Intermediate section.
..
Limits of Use
Installation Instructions
Approved for use In HVMZ: No
ELD2gLu 11 lulka-Ra
Approved for use outside HVHZ: Yes
FLO 40 R6 11 307401-MTrack
L - f
FL8248 R36 I )SIMh ('oQ09CtiQMjAPP eMjC—tP-9L3I1
Impact Resistant; Yes
I>esign Pressure: +30.00/-33.50
Verified By: Jeffrey P. Arneson FLCRIDA PE 58544
Other;
Created by Independent Third Party: Yes
Evaluation Reports
F
0
Created by Independent TWrd Partait-
8248,8 8000/8100 01124 116-
I
Max width. 14' Max height. Glazing available I i i
iintermedlate sectlom.
-Imits of use
Approved for use in HVH7: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure* +34.40/--36.30
Other;
01800 01125
-ImIts of Use
Approved for use In HVHZ! No
Approved for use outside HVHZ, Yes
Impact Resistant: Yes
Design Pressure: +46.00/-S2.00
Other:
10 18000/8100 #1141
Umlts of use
Approved for use in MVKZ: No
Approved for use outside HWIZ: Yes
Impact Resistant: No
Design Pressure; +18.50/-20.70
Other: Glazing Is not impact resistant and does not
meet the requirements for wind-Dorne debris rtgions.
11 1800018100 01142
rnstaillation instructions
L02AUM-J"12-4-F-IRdt
ELU a R6 11 307421 Pft Track StL2;ijj=��hart-udf
FLO748 Jamb Connectign 5ijaQlement P8. 99
Verified By: Jeffrey P. Arneson FLORIDA PE 58541
created by independent Third Partf: Yes
Evaluation Reports
6' Max width. 14' Max height, Glazing available in top 9,
:nstallation Instructions
FLO14a R6 H 307494 PS TpCk SLt2p emenljChj�J-D�f
Verlified By: Jeffrey P. Arneson FLORIDA PE 3854-1
Created by Independent Third Partv: Yes
Evaluation Reports
iated,by Independerit Third Parl�,r: Yes
Max vvidth. 14' Max height. Glaz ng available In top
Installation instructions
ELft�IU1j-iLP-3--P—CLf
07494 PP_Tratk SLPP.WMCMj-Ch&j4W
Verined By: Jeffrey P. Arneson FLORIDA PE !;$S49,
Created by Independent Third Party: Yes
Evaluation Reports
10'MaX width. 14' Max height, Glazing availat)le ir top
Limits of Use installation instructions
Approved for use In HVHZ: No FLO248 142 P3.IZSLf
Approved for use outside HVH.Z: Yes
http-://www.floridabuildinE _/pr/pr_app_dd.aspx?param=wGEVXQ,; juimeb8iGhRy... 11/3/201
Jan, 26, 2011. 8: 1 OAM, ,
No. 5989 1?ajP. M
r wi tud vUAjU4rjjS
99P.Hmerlt of Community AtNim
Florida B&,Ildf.p Code Wiling
COde5 and St*Hda?dk
-.�5s Shum3rd Oak eoulcvard
rgi;��,"ee, nofd; 32299-2100
fSSC) 407-1624, F4X (1950) 414-6436
tt, 2CY10-2010 The 5titq of �Icrida. All rights raservetd.
j S;VjtqpqL. �e_.5"" j I Contact VA
A _1 I F -jrjyj�
product Approvilif ACCOPTS:
WMERE
NEW
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SCHEDULE3
3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS
LOAD PER
JAMB LB/FT NOTE 3
MAXIMUM SPACI G OF ANCHOR BOLTS PER JAMB (IN)
2000 PSI 2500 PSI 3000 PSI
CONCRETE CONCRETE CONCRETE
100
24
24
24
120
24
24
140
24
24
24
160
24
24
24
18� -
24
24
24
2W
24
24
24
220
24
24
24
240
24
24
24
260
24
24
24
280
24
24
24
300
24
24
320
24
24
24
340
23
24
24
360
22
24
24
380
21
T3-
24
400
20
22
23
42
19
21
22
440
18
20
21
460
17
19--
204
480
16
78
19
500
16
18
18
520
15
17
18
540
14
16
17
560
14
16
16
580
13
15
16
600
13
15
15
62013
14
15
64012
14
14
660
12
13
14
68011
13
13
700
11
12
13
720--Il
12
13
740
10
12
12
760 1
10
11
12
780
10
11
12
800
10
11
11
1. BASED ON 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS WITH A 1"O.D. WASHER WITH A MI�IMUM
EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3".
2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN
TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM
OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB.
3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2.
EXAMPLE: DESIGN LOAD 30psf
DOOR WIDTH 16ft
LOAD PER JAMB = 30psf x 16ft/2 = 2401b/ft
4. CHART IS BASED ON 6'-6- MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT.
5. CHART INCLUDES A SAFETY FACTOR OF 4.
6. DOOR JAMB TO BE 2x6 NO. 2 GRADE SPF LUMBER OR BETTER MOUNTED DIRECTLY TO SUPPORT STRUCTURE.
7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNI:R
AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3,
8. CALCULATIONS CONFORM TO ANSI/AF&PA NDS-1 997 AND ACI 318-02.
Approved
Mark R. Barrow, PE
Florida License No. 57389
Wayne Dalton Corp.
3395 Addison Drive
Pensacola, FL 32514
Revision :7
Property Appraiser - St.Lucie — nty, FL
Page I of I
PROPERTY RECORD CARD
George W Fendley
Record: 1 of 2
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Property Identification
0
Site Addressi
4995 Conley PI
ParcelID-
1313-131-0003-000-8
Sec/Town/Range:
13:34S :39E
Account #: 4672
Map ID:
13/13N
Land Use:
SF Res
Zoning:
RS-4
City/Cnty:
St Lucie County %jk
Ownership and Mailing
Legal Description
Owner-
George W Fendley
13 34 39 W 247.37 FT OF E 433.37FT OF N 338.5 FT OF SW 1/4 OF
Address:
4995 Conley PI
NEI/4 (OR 3265-1101)
Fort Pierce FL 34951-3226
Sales Information
Assessment 2011 Final Total Land and Building
Date
Price Code Deed
Book/Page
2011 Final: 125800 Land Value: 25900 Acres. 1.92
11/22/2010
150000 0112 SID
3265/1101
Assessed: 125800 Building Value: 99900
4/20/2010
100 0112 CT
3198/0174
Ag.Credit: 0 Finished Area: 2013 SqFt
8/17/2005
390000 00 WD
2362/0597
Exempt:
6/7/2000
100 01 QC
1306/0928
Taxable:
5/12/1995
26000 00 WD
0956/0124
Taxes: 2559.49
BUILDING INFORMATION
(.1
Exterior Features
View.
RoofCover:
SD - Dim Shingle
RoofStruct:
HP - Hip
ExtType:
HC - HC
YearBlt:
1996
Frame:
Grade:
C-C
EffYrBIt:
1996
PrimeWall:
BS - CB Stucco
StoryHght:
0010-1 Story
No.Units:
1
SecWall:
Interior Features
BeclRooms:
3
Electric-
MX - MAXIMUM
PrmIntWaII:
DW - Drywall
FullBath:
2
HeatType:
FHA - FrcdHotAir
AvgHt/Fl:
1/26ath:
0
HeatFuel
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C.
100
%Heated.
100
%Sprinkled:
0
Special Features and
Yard Items
Land Information
Type
Y/S Qty.
Units Qual. Cond
YrBIt. No Land Use
Type
Measure Depth
DWC - Driv-Concret
Y 1
2025 AV AV
1996 1 0 1 00-S F Res
535 -Acres
1.92
FEN4 - CHAINLINK 4' Y 1 1119 AV AV 1996
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
http://www.paslc.org/prc.asp?prclid=131313100030008 1/10,