Permit 1843 Seminole Rd U A
SS CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
INSPECTION PHONE LINE 247-5826
Application Number . . . . . 10-00000237 Date 3/09/10
Property Address . . . . . . 1843 SEMINOLE RD
Application type description WINDOW AND/OR DOOR
Property Zoning . . . . . . . TO BE UPDATED
Application valuation . . . . 4000
----------------------------------------------------------------------------
Application desc
REPLACEMENT WINDOW /SHUTTERS
----------------------------------------------------------------------------
Owner Contractor
------------------------ ------------------------
JEFFERY, DAVID L. LINDY BUILT CONTRACTORS
1843 SEMINOLE ROAD PO BOX 518
ATLANTIC BEACH FL 32233 GREEN COVE SPRINGS
GREEN COVE SPRINGS FL 32043
(904) 591-2950
----------------------------------------------------------------------------
Permit . . . . . . WINDOW AND/OR DOOR PERMIT
Additional desc . .
Permit Fee . . . . 70 . 00 Plan Check Fee 35 . 00
Issue Date . . . . valuation . . . . 4000
Expiration Date . . 9/05/10
----------------------------------------------------------------------------
Special Notes and Comments
*2007 FLORIDA BUILDING CODE W/ - 05- - 06 SUPPLEMENTS .
2007 FLORIDA BUILDING CODE - RESIDENTIAL.
2005 NATIONAL ELECTRICAL CODE.
*REPORT ANY UNFORSEEN STRUCTURAL DAMAGE TO THE BUILDING
DEPARTMENT IMMEDIATELY.
WINDOW AND DOOR INSPECTION:
*INSTALLATION INSTUCTIONS REQUIRED
*ALL STICKERS ARE TO REMAIN ON THE WINDOWS
*PROVIDE ACCESS TO ALL WINDOWS TO INSPECT FASTENERS
----------------------------------------------------------------------------
Fee summary Charged Paid Credited Due
----------------- ---------- ---------- ---------- ----------
Permit Fee Total 70 . 00 70 . 00 . 00 . 00
Plan Check Total 35 . 00 35 . 00 . 00 . 00
Grand Total 105 . 00 105 . 00 . 00 . 00
PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA
BUILDING CODES.
A CITY OF ATLANTIC BEACH 09- 1 4-1 L I
800 SEMINOLE ROAD,ATLANTIC BEACH,FL 32233
OFFICE:(904)247-5B26 e FAX NO.:(904)247-5845
BUILDING-DEPT@COAB.US
BUILDING PERMIT APPLICATION DUVAL COUNTY
S
-.4PBADDRESS,.,�
2.VALUATION OF YVOIRK:� Q.FT.UNDER ROOF
3�113 441�=
TRUCTURE"
5,CLASS 0.FWORK:
..-4.LEGAL DESCRIPTION* 6,USE,OF S
[3 NEW BUILDING 11 DEMOLITION El RESIDENTIAL
LOT-BLOCK_SUB DIVISION 11 ADDITION 0 CONVERTING USE 11 COMMERCIAL
13 ACCESSORY BLDG. 8 FIRE SPFRINKLFRi�-��L.
DESCRIPTION OF WORK:- 0 ALTERATION
11 REPAIR 13 POOL/SPA 13 YES 11 N/A
0 MOVE 11 OTHER El NO
LZ i
-ARCHI`�ECTIENGINEER�.'�
PROPERTY OWNER'
WTOR.
9.NAME: NJANf,1 23.COMPANY NAME:
- --'1 �
16.UAMIE' 24.LICENSEE NAME//
'A r
4
10.ADDRESS: 17.STATE-OF FLORIDA LICENSE NO.: 25.STATE OF FL LICE."�.:
(::� C 6- 1 z5b, -7 q(-. r-1
1�.ADDRESS: 26.ADDRESS:
Ls e'l- PO (3 Z-)"L 19 ts C'r "3
-3> 2Z-3 3 tZ k 5 2-7-3-t
11.OFFICE PHONE: 12.FAX NO.: 19.OFE CE PHONE: 120.FAX NO.: 27.OFFICE PHONE: 1 28.
'Q 4(' , ),5_(6
13.CELL PHONE: 21.CELL PHONE. 29.CELL PHONE:
c23 t-/-
14-EMAIL ADDRESS: 22.EMAIL ADDRESS: 30.EMAIL ADDRESS:
FEE SIMP LDER-.,..
BONDING CO
LE T MPAN
(IF 6 ZiE HO MORTGAGE LEN6ER'--
lik O��;
31.NAME: 33.NAME" 35.NAME:
1
32.ADDRESS: 34.ADDRESS: 36.ADDRESS:
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 workwill be performed to meet the standards of all laws regulating construction in this
jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or
abandoned for a period of six (6) months at any time after work is commenced. I understand that separate permits must be secured for
Electrical Work,Plumbing,Signs,Wells,Pools,Furnaces,Boilers,Heaters,Tanks, Air Conditioners,etc.
OWNEWS 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. I will not occupy or use the referenced building or any part therof,until all inspections are finaled and
prior to obtaining a certificate of occupancy or completion issued by the building official,as required by law.
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.
i� OWNERorAGENT' R
(Q 11 er nly)
nt,Power ofAttomey or gency Letter Required)
S ad: Date
ign, .4 -/�-s��;'&ZL-p Signed./'
Before dayof 2009 in the county Of Before me this day of lc-:6 2009 in the county of
Duval,State of Florida,has personally appeared .2610 Duval,State of Florida,has personally appeared .20 i6
herin by himself/herself and affirms that all statements and declarations are herin by himself/herself and affirms that all statements and declarations are
true and accurate. true and accurate.
Notary Public at Large,State of ao i JkL County of r->"eA- % Notary Public at Large,State of County of 0 LIPP-
CaPersonally Known &Personally Known
11 Produced Identifi El Produced Identifica
Notary Signature:n - �-'i --I......
V
8 DEAREN
NIEWED FUR Cbm U
CITYOFATLANTIC M1 00 673016
ROYAL 7GATES Q REN
'y
Milliso 6 SEE E PERMITS FOR ADD EXO ku�
CQMMission DD 16 1*Itntm SM401M
40 66*d
008 REQUIREMENTS AND CO
BLDG 4
T, T k'
1110"Owld TIvu 4Tmy 80"WMIll
[D BY: /77 DATE:3--el-lo
-)TICE OF COMMENCEA AT
Permit No. Tax Folio No.
State of Florida, County of Duval
THE UNDERSIGNED hereby give.notice that the improvement will be made to certain real property in accordance with
Chapter 713, Florida Statutes, tfie following information is provided in this Notice of Commencement.
I. Description of property (legal description of property and address if available):
-2 3 2.1-�
2. General Description of improvements:
L3
3. Owner Information:
a)Name and Address: z,4
b) Interest in property:
c)Name and address of simple titleholder(if other than owner):
4. Contractor Information:
a)Name and Address: Li,,L (S""
b) Phone Number: �L�LA
5. Surety Information: Doc#2010046712,OR BK 15168 Page 2078,
a)Name and Address: Number Pages:1
b) Phone Number: Recorded 03/01/2010 at 03:18 PM,
JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY
c) Amount of Bond: $ RECORDING$10.00
6. Lender Information:
a)Name and Address:
b) Phone Number:
7. Person within the State of Florida designated by owner upon whom notices or other documents may be served as
provided by 713.13 (1)(a) 7, Florida Statutes:
a)Name and Address:
b) Phone Numbers of Designated Person:
8. In addition to himself/herself, Owner designates of to receive
a copy of the Lienor's Notice as provided in Section 713 1-3 (1) (b), Florida Statutes.
a)Name and Address:
b) Phone Number of person or entity designated—by owner:
9 Expiration date of Notice of Commencement(The expiration date is one (1) year from the date of Recording unless a
different date is specified:
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRAT10N OF TBE
NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART
1, SECTION 713.13, FLORIDA STATUTES, AND CAN 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 COMMENCING WORK OR RECORDING
YOUR N E F COMMENCEMENT.
6400-) L
re of ner or Owner's Autl!'Orized Officer/Diretor/Paiiiie—r/Manager Signatory's Printed Name &Ti&Office
The foregoing instrument was acknowledged before me this Z'�-day of 20/ 0 by
z -4�rF(
as for
-��e Rf Person) G�Lithority Type, i'eOfficer/Attorney) , (Name of Party Instrument was Executed Cor—) .
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Engineering Evaluation Report
Report No.: NW-2008-178
Evaluator: Robert A. Walz,P.E.
00 LO Walz Engineering
CO 'q-
CO I I I 11 Hall Road, Suite I 10
V� Utica,Michigan 48317
CO CY)
K3.) N
-C-- CO
Manufacturer: MI Windows and Doors
RO 650 West Market Street
0% LO Gratz, Pennsylvania 17030
Product: Section 5765—Series 185 Vertical Flange Mullion
C)
L-0
N
Q) M Description of Product: Section 5765 — Series 185 Vertical Flange
09 C�
�p Mullion. The mullion is extruded from 6063-T5 aluminum and used in
C%4 the vertical orientation in the following window series:
Cu 165/185/740/3000/3185/3240/3500 HP/3540/3740. The mullions are
00� CCOO secured to the substrate using the 5796 aluminum mullion clip. There are
two anchors in each 5796 mullion clip to anchor the mullion to a concrete
CO a)
CZ substrate and four anchors to anchor the mullion to a wood substrate.
CL
Submitted Technical Documentation:
1. Mullion Analysis and Anchorage Report,report number
WE-2008-178A sealed by Robert A.Walz, P.E.
2. Installation Details, Report Number WE-2008-178D
sealed by Robert A. Walz, P.E.
Installation Requirements: Mullions must be installed as per the
manufacturers published installation instructions and as described in the
installation drawings listed in the technical documents section of this
report.
Mullion Design Pressure Table
Section 5765 Vertical Flange Iviudlion Ca acit
i
HeightOidth 2410 30to 36" 37"
42" 48- 53.1/r
72" >70 >70 62 61 55 5-0
8411 65 53 45 44 39 - 3-5
9619 49 40 _34 33 30-1 26
Limitations of Use:
I- Maximum product design pressure of+/-70.0 psf.
2. Maximum unit sizes attached to each side of mullion: 53-1/8"wide by 96"high.
I Units attached to the mullion must have their own product approval.
4. Units may be mulled indefinitely as long as the maximum unit size is not
exceeded.
5. Mullion shall be used in the vertical orientation.
6. Product is not rated for use in HVHZ.
7. Product is not impact resistant and requires impact protection when installed in a
Wind Borne Debris Region.
8. Design Pressure of mulled units shall be the lesser of the design pressures of the
assembly components, the mullion or the individual units.
9. May be installed in wood or concrete substrate as per installation drawing, Report
Number WE-2008-178D.
Compliance: The above listed products have been shown to demonstrate compliance
with the 2007 Florida Building Code and with the Florida Department of Community
Affairs for Statewide Product Approval as per Rule 9B-72.070 method I(d).
04ed-A.–Walz, P.E.
Florida P.Ea 40456
Date- November 6, 2008
CONCRETE
BY OTHERS
SECTM
QWAM OUST
FJL-ii� 4
— SEE INSTALLATION c
NOTES
MULLION CLIP
0 57"
ON"APK"COLT TO WAUCH 3M No I=To NAL
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3) OR INDIN 6 NDlN OF M&MMM We=
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(NOT TO SCALE) 2)INVALL ffio a r WOW I Im misaw I-Ilr
PEWRATION IN EACH ME W CLIP(4 TurAL)
CLIP 3)=A;/W*TAPCON I -NTH MIMMIN 1-3/4'
M 0 IIACH NME Or CLIP(2 TOTAL).mNMW
Or 2-1/4-A"CHN SPAWN.
IF
SEE INSTALLATION 4)WOOD nVMW WILL K WMIX-Ileff-FIR
NOTES swu K NNRW 0004MINK sw IWO Irac I. x Tm
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ASI ANCHOR SAFE RU(IIJILDINC CONSLILTMITS. INC.
PANEL SHUTTER SYSTEM P.O. Box 230 Valric. FL. 33595
-050"ALUMINUM PANEL Phan. No.: 813,659.9197
00 Florida Board
to PART OR ASSFIVIBLY of Professional Engineer.
i,, C.rtifIc.tZ7 9813
— N-0.--DA-TE RE-VISIONS -gy- TYPICAL CROSS
SECTIONS Lyndon F. Schmidt, P.E. No. 43409
009 P.W.alltLDING CINSULTANTI 1—
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m z:
z 0 C,IT
.. m §z 0
0
PRODUCT: Do--t. Pr.p—d 13,;
ASI ANCHOR SAFE RWIIILDIII 111SULTANTS. INC-
PAN.E�=SPYSIE P.O. 80, 230 Vairl.. I'L. 335.1
EML
05 Pholl No.: $13.659.9197
> -4 Florid, So,rd of Pmfesel...I Engi,,em
PART OR ASSEMBLY
-14-0 DATE TYPICAL CROSS CeftIllcot Of A.th.ri..tI .. a13
-----RE—VISIONS SECTIONS -X-r-0743409
Lynd—F. S-hrrlict. P.E. No
2009 R.W.aUl—ING CONSULIANTS 1—
ANCHOR SCHEDULE CONNEC77ON TYPE
Cl- C2 Ci
to up to SO..
W. -US10117 SaDIT. �,rz-
-s-re, S__ Sp SO I
ANCHOR
up I. up to up up to
F06" 53a 106' 5j, 106* W. 106- 53' 106&
Izo, 120, 12,0' 2,0' 0' '2�0' 12.0- 8.5- IZO� 12.0-
30
- 120, 12.0' 12.0' 12.0 12�0' 12 0. rZO, 7.J' Izo, 120,
JIV ELOD OR M TAPCON r5O 12.0* 12,01'rI2,01' I F.5, 1201 9.7" ia,11' 5.1* IZO, 10.6
EPA-1.71- tio
OL f2.0- 12.Oo 1 .0 J.
ED:3,SM 4"(ELCO) 12.0- 9.6- 12.0- 7. 85' 42' 120* &a*
O_
.0
(30DO PW MIN.CONICJ 65 IZO" 12 12 ae, 12.0' 6-7' 8.1'
0o
87 12.0' 12.0' 12.0" 6.61 tao, S.
IJO 12.0' 8' 6.7' ILI-
/Z
1 0.
30 IZO* 12.0* 12.01' 12=01' 12.01' 12.0' 12.0- 9.7- Izo, 12.0-
J5 12.0' 12.0" 12.0- 12.0- 12.0' 12.0' IZO" SJ' 12.ol 12.0.
1/4*PANEUIATE 50 TZO, 12.0' 120, IZO, IZO, iar 11.7' 5.8, 120* 11.5'
(PLUS OR FEIASW -
EM 2- 60 12.0- IZO' 104' 12.0' 8.3, 9.7' 4.8* Izo, 9.6,
CL I IZO- I
ED-2f 65 lZO_ I f2.0- 1 12.0- 9,6' 12*0' 7,7* 1 9_0' 11- zo, 8.8,
(30DO";MIN.DOW.)
87 12.0' 2. 11.5- IZO* 6.61
FJO IZO. Z7' 4.5- 6.8, //A
30 12.0. 12.0' 12.0- 10.2- 12.0- 5.0- 12.0- 12.0-
J5 12.0' IZO* IZO. 12.0. f2.0' as' fo.j* 5.1, IZO" 12.0'
al� 50 rzo, 12.0' 120, 9.9, 12.0'
1/4-0 11W RED HEAD __ 1.'- 12- ..g-
U CL 3 IZO. IZO. 12.0. 7/7-
UYNASOLT SUZK ANCHOR 60 Z6' 00.2' 5.1,
1.125- SO' 12.0' Z4'
ED 1A,MIW CONC. 65 12.0' 12.0' 12.0' Z6* 9.51 4.7' 15' 1.0. 6.8'
(ww P.,
87 12.0- 10.4" 1 11.3" 5.6' 7.1 10.2' S.I*
130 12.0' Z6' .7-
6.8-
10 12.0- F2-O' 120' 12.0' IZO' 10.2' 12.0' 6.0, 12.0' 12.0-
is 12.0, 12.0'_ 12.0' IZO' 12.0' ae, lai" 5.1, IZO' 12.0'
'0 POWERS CAUK-IN 50 IZO" lZO, Iza, 9.2, 12 0" al"
k 1/�213 SCREW - - 1-0- -4-_
EM-0275" 60 lzo, 12.0" Izo, Z2' 'To SO" IZO
z CL-3.0* 7.0
F"�3.75*
(30DOpel MIN.CONC.) 65 fzO, 12.0" IZO, 7.1- 9.5- 4.7- 15* 0.
lz 6.4'
87 12.0" 10.4' 10,6' 5.3' 7.1' �/// 4X 1.6. 4.8,
130 12.0- 7.1- = -7- 6.41
_ - _== 7//7
30 12.0, f2.01 t2.0' f2.0' 12.0' &7' 10.2' 5.1' IZO, 12.0'
F2.0' 12.0' 110' 12.0- fizo, 7.5" B.7' 4.3' 12.0' 12.0
11"POWERS Slin 50 12.0- 12.0' f2.0' 10.0- 10.5' %2' 6.1- 12.0- 8.9,
SID=aT(31411.HEAD) 60 12.0' rzo, rzo, ar
EM 1.0' 8.7' 4.3' Zit- 12.0- 7.4-
CL 3.0" 8.0' 4.0' 4.7-
ED 3." 65 1.9" IZO, 7.7
(30ODp.i MIN.CONIC.) - ----R 12.0- &8o
87 12.0- 8.9, IF 1.5" 5.7' 6.0' 1.2- 5.1'
130 11.9, ////1 7.1 11171-4,0'
JO rZO, fox, IZO, 7.9' 9.2' 4.6' 120, 9.9,
35 12.0* 9.3, IZO, 6.7' 7.9- izo- &5,
1/4 ZAMAC NNUN 50 12.0' 6.5* 9.4' 4.7' 5.5, 5.9*
9_
EM 60 12.0' f 1.6' 10.8' j
CL 1.125' 5.4' Z9, 4.6-
2,5' - - 9.9- 4.9-
ED
3.; 65 12.0" 10.7' 10.0" 5.01 Z21 4.2- 9.1- 4.5-
77 67 Izo, &Do Z4' 4 Ii.B.
130 1.7' �/// -0- 41.
J0 12.0- Y2.0- IZO' 12.0* 12.0' 12.0" IZO' Z9, 12.0, 12.0'
0:92 rJ512.0' 12.0- 12.0- 12.0- 12.0- 11.6- 12.0" 6.8' 12.0' 12.0-
1/4"ALL POINTS SOLID-SET 50 12.0' 12 0- 12.0- 11.7* 12.0' 8.1* 9.5' 4.7' 12.0' 10.7"
ANCHOR�.7141,EMSW
,O_
EM 60 12.01 9.7' fzo, 6.7' 1201 8.9'
CL 7
ED 2" - __�//�/-
(3,000 PSI MIN.CONC.) 65 12.0" 9.0, 12.0 6.2- zi 12.0. &2'
87 12 0" 12.0 12.0' 1 6.7" 1 9.-3 4.6 1 5.4 12.0' 6.1,
"0 2- F7Z
.0
9.0 6. 8.2'
ED MINIMUM EDGE DISTANCE. -'NOTE.
CL MINIMUM SPACING OF FOR DIRECT MOUNT CONDITIONS,ANCHOR SPACING MUST NOT
EM MINIMUM EMBEDMENT ANCHOR CENTERLINE TO CENTERLINE.
OF ANCHOR INTO STRUCTURAL SUBSTRATE. EXCEED 8*MAXIMUM ON CENTER REGARDLESS OF THE ANCHOR
SPACING SHOWN IN THE THESE SCHEDULES.
SO PRODUCT Documents Prepared By:
ASI ANCHOR SAFE S
ID, PANEL SHUTTER SYSTEM 2-0 Volrivo FL-33593
to p P_. I_ 813.1559.9197
OD PART OR ASSEMBLY, Florida Board of Professional Engineers
`0
CO U CGrUR
NO. DATE ANCHORING SCHEDULE ,�horl.cticn No. 9513
-LY- CONCRETE :?-5";�5,
REVISFO-NS Lyndon F. Schmidt, P.E. No. 43409
2009 R.W.SUILIOING CONSUL—INC.
ANCHOR SCHEOULE CONNECTION TME
cl- 02 ci C4 C5
SO— SWr- Sp- Spar. Span. Sp..
.T
I
ANCHOR to up I. UP to Up I. up to up to up to up to
sp.-
'T(P-0 5j, 106' 5j" 106" 5j, 106, 'w. T06'
m 12.0- 12.0- 12.0- 9.5- ta7' -IZG' 8.5o
mo, lzo" 12.0, a.f, __r
J5 -71 4.1 Sj- mo- zi-_
r ELCO OR rrw TAPGON 50 Izo, 9.5, 11.4* a7' 6.4- Zl/z
EM .1. 10.2' 5.1,
CL (ITW)4'(ELCO) 60 Izo 7.9' 9.5' 4.7* ar 8.5-
65 12.0, Z31 &a* 4.4' 4.9- Ze"
6.5 5.8'
87 tag, 5.4' 6.5*
150 zi- 4.4'
�/Zz Z22 Z/// 17/7/
30 12.0' rzo' 120'_ 11.7' lzo, &J, 9.7' 4.8' mol 10.7
0 o 'a 0
J5 12.0, IZO* 1 12.0" iao 12.0" Zl* &J, *.I- IZO- 9.2-
50 Izo, rzo, .0" 7.0'_ ao' a8- X,11,� 12.0- 6.4*
(PLus OR Ilu"
EM-125' 60 12.0, 12.0" 11.7' 5.8, &J' 4.1' 4.8- 10.7- 5.j-
CL:3*
ED 65 tzo* 11.3- 10.8- 5.4* Z7' 9.
87 12.0' 8.4' S.1' 4.0* ��7' 7.4-
130 11.1* X11A _14-
/////,�////7171
J0 Izo, IZO' TZ0, IZO' F2.0' &6' fao, 5.0* 12.0' 12.0,
5JI05 12.0- 12.0- 12.0- 11.9- 12.0- zi' &6, 4X 12.0' 10.7
1/4"0 FTW RED HIAD lzo* 12.0- 12.0- SJ' 10.3- &1- 6.0- 12.0- 7.5-
DYNABOLT SLEEVE ANCHOR 60 12.0- IZO- 12.0- 6.9, 8.6' 4.3' &0, Izo, 6.2
IN 1;125" -
CL 3
ED 1.5* 65 Izo, 11.7- 12.0- 6.4- 4.6' 11-5. 5.7'
Z9 &6' 4.3'
87 12.0' 8.7' 9.5, 4.8, 5.9,
130 11.7' = 114 7/7/ .1.7-
JO 12.0' 12.0' 12.0' 9.3' 10.7' 5 J' 6.2-
'/ 12.0- aj-
-A J5 12.0' 12.0' 12.0- Z9' 9.2' 4.6' 5.J' 12.0' Zl'
1/4"0 POWERS CALX-IN 50 IZO' 1 9.5' 1 11.1' 5.5, 1 .4-
�1 10.01 5.01
/4- SCREW - '///
EM-0.875' 60 Izo, 7.9- 9.3- 4.6- 1 5.J- a,. 4.1'
CL-3.01
ED-3.1. 65 12.0' 7.3- &6- 4.3- 4.9' 7.7-
87 10.9" 5.4' 6.4' 17-
- --=-e�7171 7//,
730 Z5, 4.3"
30 izo, Izo" 110' fo.3' Izo, 6.4' 7.5- 12.0- 9.3,
=Z$=j�jjj3 J5 12.0- 12.0- 12.0- 8.81 11.0, 5.51 6.4- lzo- &0-
1/4 MUM 50 12.0- 11.4- 12.0- 6.2- 7.7- 4.5- 11.2- 16, 1
EM ZAMAC 60 12.0" 9.5, 10.3- 5.7- 6.4' 9..3- 4.6'
1 1'5
CL
ED-3:50� 65 12.0" 8.7' 9.5" 4.7' 4.5"
87 lzo* 6.5, 11" =
.4-
Im 8.8 4.7- Zl'
,�Z//// 4-1-
J0 12.0' lzo" Izo, f2.0' 12.0' 11.0* 1210' 15.4' 12.0' 12.0'
J5 Izo, I mo, I Iz0* I I.J* IZO- 9.4- If.?- 5.5- IZO- ia5-
1/4"ALL POINTS SDUD-sEr 50 izo' Izo, fzo' Z9, 12.0* 6.6, 7,7' 120, 7.J'
ANCHOR x 715'EMBED -
EM 0.875 60 IZO. 6.6. 11.0. 5.5
CL 3 tzo' lzo* 6.4' 12.0 a 1,
ED 2'
65 Izo* y1o' IZOI 6.1' ?at' So* 5.91 -1
87 IZO' 11.1, 9.r' 4.5* 4.4-
Z5, /
-4- 4.2'
-'m Izo, '�/// 6.1" So' 5.6'
--NOTE.
ED A41NIMUM EDGE DISTANCE. FOR DIRECT MOUNT CONDITIONS,ANCHOR SPACING MUST NOT
CL MINIMUM SPACING OF ANCHOR CENTERLINE TO CENTERLINE. EXCEED MAXIMUM ON CENTER REGARDLESS OF THE ANCHOR
EM MINIMUM EMBEDMENT OF ANCHOR INTO STRUCTURAL SUBSTRATE. SPACING IS'HOWN IN THE THESE SCHEDULES.
PRODUCT D..rt. Prepd By:
ASI ANCHOR SAFE IN. ON.U--.
.. 230 V.10c. FL 33595
PANEL SHUTTER No.;
p
RWPI,.n 813.e5g.9197
.050"ALUMIN MWEL
CO r- PART OR ASSEMBLY: Flor(do Board of Protemional ErqIn**m
C.rtlftat.
00
_lq_0 DATE ANCHORING SCHEDULE ,�..tlon NO. 9813
REVISIONS BY BLOCK Lyndon F. Schmldt,;rP-ErNa.l..
(D 2009 R.W.EIIJILOINO rCN.LINTA IND.
ANCHOR SCHEDU E CON14ECTION TYPE
CI_ C2 Ci C4 Cs
sp- sp- spa" span. Span. SPan* span. SO
ANCHUR LOAD UP to UP to U51p-1 up to UP to UP to usp-11.1 UP t� UP to UP to
kif-)- ". 106- 1. 106' W. ID6 W. 106 W. f06"
jo 12.0' 12.0' 12.0" 12.0. 12.0- 12.0 12.0' 11.8, 12.0' 12.0'
J5 12.0' 12.0- 12.0- 12.0- 12.0- 12.0- 12.0- 10.1- _120- 120- 1
1/4'PAN&WIE 50 f2.0' 12.0" 12.0" faa' 12.0- 12.0- IZO- Zo- 120, 10.2'
(PLUS OR FDAALE)
EM-1,25' 60 12.0' 120, Izo, 9.01 12.0' 10.1, 11.81 5.9, fzo, 6.5'
CL-3 1
ED-2.5' 65 12.0' 12.0' 12.0' B.J" 12.0' 9.3, 10.91 5.4' Izo, Z9,
87 12.0" Izo* 12.0' 6.2' 120, 6.9. 8.f- 4.0- 1 f.8, 5.9,
1.30 12.0- �////j &J- 4.1- 9X 4.6- 5.4- //// 7.r
J0 12.0- f2.0- 12.0- 9.2- IZO, If.4' 12.0* 6.6' 120* 8.7-
J5 f2.0' 12.0- 12.0- 79' 12.0- 9.8- 11.4- 5.7- IZO- 7.5-
so 12.0' 12.0' f f.0, 15.1* T2.01 as' 8.0" 4�0' 10.5, 5.2'
60 9.2* 4.6, 1 f.4' &7' 6.6- �/,//
12.0- IZO' 8.7- 4.3-
65 12.0' 12.0- 6.5- 4.1' tas, 5.2' 6.1- 8.1- 4.0-
87 Izo' 11.6- 6.J- ;I.g- 4.6- 6.0-
IJO izo" 4.2- 5.2- 4.0-
30 IZO' 12.0' IZO' 9.2' IZO, Z9, 9.2' 4.6, Izo, 8.3"
J5 12.0* F2.0* 110, Z9, Izo* r,7- 7.9-
114 wvv saww 12.0- 7.10
M Z34' 50 IZO, 12.0" 10.8, 5.5, 9.5" 4,7" &5- iao' 5.2"
60 12.0' 11.6* 9.01 4.5' Z". 4.0, 4.6' 1. 4.1"
65 !2.0' 10 171 8.3' 1 4.2' 1 ZJ' 4.2- 8.1- 1 4.0-
87 2.0' 0. 6.2' Z�j 4-
IJO 10.7- VZA 4.1-
NOTES
I'THE DESIGN PRESSURES AND SPANS LISTED IN THE ANCHOR
SCHEDULE TABLES ARE FOR DETERMINING ANCHOR SPACING ONLY,
SEE SHEET I FOR THE DESIGN PRESSURE RATING AT VARIOUS
SPANS FOR THE STORM PANELS.
2.MINIMUM EMBEDMENT SHALL BE AS NOTED IN ANCHOR SCHEDULE.
MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE:S STUCCO.
FOAM BRICK,AND OTHER WALL FINISHES.
3.ANCHbWi SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURERS'RECOMMENDATIONS.
4. WHERE EXIS77NG STRUCTURE IS WOOD FRAMING, EXISTING
CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO
ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD.
5-WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,
ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2X4(MIN)
WOOD STUDS. WOOD STUDS SHALL BE "SOUTHERN PINE'SC-0.55
OR GREATER DENSn-Y).
6.MACHINE SCREWS SHALL HAVE MINIMUM OF 9'ENGAGEMENT OF
THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD,
TRUSS HEAD, OR WAFER HEAD(-SIDEWALK BDLr)U.N.O.
7.MASONRY-3.000 PSI MIN. CONCRETE CONFORMING To ACI 301
OR HOLLOW BLOCK CONFORMING TO ASTM C90
--NOTE.
ED - MINIMUM EDGE DISTANCE. FOR DIRECT MOUNT CONDITIONS,ANCHOR SPACING MUST NOT
CL- MINIMUM SPACING OF ANCHOR CENTERUNE To cENTERLINE.
EM MINIMUM EL48EDMENT OF ANCHOR INTO STRUCTURAL SUBSTRATE. EXCEED 6'MAXIMUM ON CENTER REGARDLESS OF THE ANCHOR
SPACING SHOWN IN THE THESE SCHEDULES.
PRODUCT:
Documents Prepared By:
_�S, R,("IILIINI CONSULTANTS.
HOR SAFE INC.
PANEL SHUTTER SYSTEM P.O. Box 230 Vairica FL 33595
-()50"Al UI Ph... No.: 813.659.9197
00 PART OR ASSEMBLY: Florida Board of Professional Engineers
�fo_,-TA-TE ANCHORING SCHEDULE a. qs13
_gy_ WOOD
21309 R.W.SUOLDINO 00N.ULTANT.INC. RETIS-IONS Lyndon 147.340.
W
City of Atlantic Beach APPLICATION.NUMBER
Building Department Cro he assign ' '
ed by the Building Department)
800 Seminole Road
..... .... . Atlantic Beach,Florida 32233-5445
- /� -
Phone(904)247-5826 - Fax(904)247-5845
dn' E-mail. buffd1ng-deptQcoab.us Date mute.d.
City web-site- http:/Mww.coab.us
APPLICATION REVIEW AND TRACKING FORM
q --
Property Add ent
Buil7din IN reviewrequired Y No
Applicant 1074-0/lu :anninga&Zoning
-Tree Administrator
Project: AAA f,1JJ/A-r 1A /I
L4
fOLUMIC114 IV I Public Works
Pubric Utififies
Public Safety
Fire Services
Other Agency Review or Permit Required Review or ke-ceipt Date
Florida Dept.of Environmental ProteWon Of Permit Vertfled By
Florida Dept of Transportation
SL Johns River WaW Management District
Army Corps of Engineers
Orviston of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other
APPLICATION STATUS
Reviewing Department First Review- MA/pproved. nDenied.
(Circle one.) Comments:
(:BU:1 L:D;�
PLANNING&ZONING
TREE ADMIN. Reviewed bw 1-n Date: -q�-1 C)
Second Review: EIAPPrOved as revised. FIDA/ied.
PUBLICWORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed Date:
FIRE SERVICES Third Review: E]Approved as revised. FlDenied.
Comments:
Reviewed by: Date.
Revised 05114109