WS-10-1465,
Inspection Number: INSP- 150423 Permit Number: WS -8 -10 -1465
Scheduled Inspection Date: August 26, 2010
Inspector: Bruhn, Norman
Owner:
Failed
Job Address: 10101 NW MIAMI Court
Project: <NONE>
Contractor: SHANNON & SHANNON PROPERTIES INC
Building Department Comments
INSTALLATION OF WINDOW SHUTTER PANELS 10
WINDOW OPENNINGS
Passed
Correction
Needed
Miami Shores, FL
Re- Inspection
Fee
August 25, 2010
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 150108. POST PERMIT
PACKEGE. JR
C°&
For Inspections please call: (305)762 -4949
Permit Type: Windows /Shutters
Inspection Type: Final Shutters
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1131010210080
Phone: (305)891 -1220
Page 19 of 22
NOTICE OF COMMENCEMENT p C
A RECORDED COPY MUST BE POSTED ON THE JOB SITE AT TIME OF FIRST INSPECTI0P
PERMIT NO. I N S)O COS TAX FOLIO NO. 11.31 0 I - 02.1 - Otno
STATE OF FLORIDA
COUNTY OF MIAMI -DADE:
THE UNDERSIGNED hereby gives notice that improvements vvill be made to certain real
property, and in accordance with Chapter 713, Florida Statutes, the following information
is provided in this Notice of Commencement.
1. Legal description of property and street / address:
1 3 sit Na«t i l.4r. 'rzit' 4 Su As Pb 15 W V2. of tots 10 it 1%
1 Ld? Si Z. e o o 1 CM of I Sel o V -�� o �►�r i o�rt 1 S 1 u 1.� � 3 ,1
W-03 00 1 1010-1 dW MLA�Mt Ct oQS tVI%AM%s� 1 nn L 3716c, 12.6%
2. Description of imp vement:
Iy SS' kc * » a 4r 6141 i r ti.., a s'hv..klrer C .
3.
s) name and address:
e
ifs NF 3a'* C M:`.... ` 3313''r
Interest in property: ukvkle.r
Name and address of fee simple titleholder
4. Contractor's name and address:
S;Y►
fired by owne
from contractor, if an
Fib
Wi
ai
cr
G
Rif
5. Surety: (Payment bond re
Name and Address:
Amount of bond
6. Lend7r'$ name and address:
HARVEY
BY
11111111111111111 11111 11111 111111111111111111
N 20 10R056326 9
Bk 27393 Ps 15564 (1as)
ECORDED 08/19/2010 13:02:55
ARVEY RUVIN, CLERK OF COURT
IANI -DADE COUNTY. FLORIDA
AST PAGE
r x is :loopy ace:a
chya(
A 2 a
7. Persons within the state of Florida designated by Owner upon whom notices or other documents may be served as
provided by Section 713.13(1)(a)7., Florida Statutes.
Name and Ad tress:
%LQ 1 ■ n t
$ V,e c •l
415 N E S a l fi% \%fAUr. - t _ 3 31
8. In addition to himself, Owners designates t following person(s) to receive a copy of the Uenor's Notice as provided
in Section 713.13(1)(b), Florida Statutes.
N me and Add�e�ss
■•■ t_
9. Expiration date this Notice of Commencem =nt: (the expiration date is 1 year from the date of recording unless a
different date is specified)
eV44--
Signature of Owner
Prin wren's Name Jt. -4(.4 v LAN.
Sworn to and bscri •, • before me this 17' day of di , 20 10 .
Addy_ 1. 1 NIE LITI -.1(6-
4.49,0, pE21) ' t.. 7? 4 /
Prepared by
6711it
Protect Address
Owner Information
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33138 -0000
Phone: (305)795 -2204
Fees Due
CCF
Education Surcharge
Notary Fee
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$2.40
$0.80
$5.00
$200.00
$6.00
$3.20
$217.40
Building Department Copy
Address
Contractor(s) Phone
SHANNON & SHANNON PROPERTIES (305)891 -1220
Cell Phone
Authorized Signature: Owner / Applicant / Contractor / Agent
Parcel Number
10101 NW MIAMI Court
Miami Shores, FL
1131010210080
Block: Lot:
REAL STATE CAPITAL PARTNEI
Phone
REAL STATE CAPITAL PARTNERS
10101 NW MIAMI Court
MIAMI SHORES FL 33150 -1261
1
Type of Work: INSTALL SHUTTER PANEL
No of Openings: 10
Additional Info: SHUTTERS
Classification: Residential
Scanning: 2
Pay Date Pay Type
Invoice # WS -8 -10 -38689
08/19/2010 Check #: 1096 $ 167.40 $ 50.00
08/13/2010 Check #: 1090 $ 50.00 $ 0.00
Amt Paid Amt Due
Applicant
Cell
Available Inspections:
Inspection Type:
Window Door Attachment
Final Shutters
Final
Shutter Attachment
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 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. Futhermore, I authorize the above -named contractor to do the work stated.
August 19, 2010
Date
August 19, 2010 1
Owner's Name (Fee Simple Titleholder)
O r &s Address :' 4� i c I/
City /1' State
Permit No,
Master Permit No.
tlei Phone #
Zip/ ' ' .�'
1
Tenant/Lessee Name Phoae ° r— g 1
Email lid efill o 6*/
Job Address (where the wont is being done) J +Ai (t ti U 1 (�t f
City. . Miami Shores Village County ...Mi ama-l3— �adei.. Zip .' 56
FOLIO' PARCEL 3J / 621 r-
Is Building Historically Designated YES NO
Contractor's Company Name /In c f
Contractor's Address ../9Z7 / *go
City State�,__
Qualifier Name : ! - r Ji. `?1 t�,
State Certificate or Registration No. 4Q AP i
L vi
Contact Phone
Architect/Engineer's Name (if applicable) `
Value of Work For this Permit $ cJ
Type of Work: [Addition [Alteration
Describe Work: / Y7
Subiinittal Fee $
r
Flood Zone
Zip 337
Phone# . 9 X J9
Certificate' of CompetencyNo.
Email 401t '!I �f fle ,1
Phone #:
re / Linear Footage Of Work,
ew Q Repair/Replace ❑ Demolition
6_,?," Sad SA 4 7
�C7Y9t dt3t*" lidE�it�S' �nk3rir**** 9r�4' oF&YC***!* *�k** **********'� k****** iF ****kiP'.Y.1!'.t9tY *�Y'ik *S4
Pernruit Fee $ CCP CO/CC $
Notary $ Trainung/Education Fee $ Technology Fee $
Scanning $ Radon ,$ DPBR $ Bond $ ....
Double Fee 'Violation date:
Structural Rel. ievt. $ !t Total Fee Now Due $ : i1 . °
See Reverse side -4
BUILDING
PERMIT APP LICATIO
FBC 20
Peril* Type:. i�ILDIN ROO N
tecid
1<
Miami Shores Village
Building Department
10050144/ E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax 756.8972
INSPECTION'S PRONE .NUMBER: {3o5) 702.4949
Bonding Company's m an s Natne (if applicable)
g p Y (�
Bonding Company's Address
City State
Mortgage Lender's • Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain apernait to do the work and installations as indicated. I certify that no work or installation has `'
commenced prior to the issuance of and that all work will be performed to meet the 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 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
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 to Applicant: As ..a condition to the issuance ofa building permit .with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) . days after the building permit is issued. in the absence of such posted notice, the ,°
inspection will not .be approved and•a retnspection fee will be charged.
Owner or Agent
The fore g instrument was acknowledged before the this 13
'day of 1 , 2d G" 1 , by (3i
who is personally known to me or who has produced
As id
'' .' P "• JACQUELYN& ROB
• COMMISSION # D 621981
- b`i EXPIA
ES: February 16 . 201 1
edThruN ;
; P ublic Underwriters •
APPROVED BY
************************************** ** * * * ** r*************.************ ********* **** * * * * * *** ** * * * * **** * **
Plans Examiner Zoning
ton and who did take an oath.
NOTARY PUBLIC:
Signature
Sign:
Print:
My Commission Expires:
Conte "tor ..
The foregoing instrument was acknowledged before me this k Z !
day of Atc..r S-- , 20tti, by 0 IKs'' r Sl :AN , AC!
who is personally known to me or whQ;l3 l Fl =:i . .
1, 3 0 �r�
as identificati h� ¢ ' oath.
1.0699
NOTARY PUBLIC: 1 # uoissIWWO3
fr / rlrl 1111 ...
rzI off ao ..1Z13/1)
$H/9N31 13NVd
319VmO11Y XVW 21Od
-�- 3AOB,V
Xvm1
0 0
1
'4 MAX
GAP
iW
%
if
n 1He NVd$)
■vm1
. ' ROLL
BACK
1312' r
• •
• •
My -20 x 3 4'
• S.S. STUD
••t••• ••
11, • •
• F •
• PJI$5'[ j 15m0' '
ODE! t
•
•
• •
••••
1 Ps 4E
.150'
11IN
GENERAL NOTES:
-• � 1312' r
1.181' L1.181'-
12500' PANEL COvERAGE
14.438 PANEL LENGTH
••
•
•
•
• • •
•
:1-: I
_ • 0.125'
•
Ira NP"
•••
C 1.00' MIN. •
• • • • • 5.000' MAX.
•
• • VUILDOUT /CLOSURE ANGLE
• •
•••• • •
I. 1H15 514UTTER SYSTEM HAS BEEN DESIGNED AND
TESTED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM IN
ACCORDANCE WITH THE FLORIDA BUILDING CODE 2001 AND
PROTOCOLS TAS 201 FOR LARGE MISSILE IMPACT, TAS 202
FOR UNIFORM STATIC AIR PRESSURE AND TAS 203 FOR
CYCLIC WIND LOADING.
2. NO 33.3% INCREASE IN ALLOWABLE STRESS 1-1A5 BEEN
USED IN THE DESIGN OF THE ANCHOR SPACING TABLES.
3. POSITIVE AND NEGATIVE DESIGN PRESSURES TO BE
USED WITH THESE DRAWINGS SHALL BE DETERMINED BY
OTHERS ON A JOB - SPECIFIC BASIS IN ACCORDANCE WITH THE
GOVERNING CODE. WHEN ASCE 1 -98 15 USED TO CALCULATE
PRESSURES FOR USE WITH TI-115 PRODUCT, THE USE OF A
DIRECTIONALITY FACTOR Kd =085 15 ALLOWED.
4. THE SHUTTER SYSTEM DETAILED HEREIN 15 GENERIC
AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.
IF SITE CONDITIONS DEVIATE FROM THE CONDITIONS
DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED
ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS TO
BE USED IN CONJUNCTION WITH TI-115 DOCUMENT.
5. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE
EXISTING STRUCTURE TO WITHSTAND ADDITIONAL IMPOSED
LOADS.
6. STORM PANELS SHALL BE 22ga STEEL (GALVANIZED
THICKNESS t.0.029• MIN) CONFORMING TO ASTM A653,
STRUCTURAL QUALITY, GRADE 80. G90 GALV. COATING WITH A
MIN. Fy�92.0 K5I. ALL EXTRUSIONS SHALL BE 6063 -T6
ALUMINUM ALLOY, UN.O.
1. PANELS SHALL BE PERMANENTLY LABELED WITH A
MINIMUM OF ONE MARKING PER PANEL AS FOLLOWS:
FLORIDA STORM PANELS, INC.
OPA- LOCKA, FLORIDA
MIAMI -DADE COUNTY PROD. CONTROL APPROVED
8. STORM PANELS HAVE BEEN DESIGNED AND TESTED TO
THE MAXIMUM SPANS AND-LOADS-SHOWN ON THESE
DRAWING -5. REFERENCE CONSTRUCTION TESTING
(CM). CORPORATION (C). OF MIAMI, FL, TEST REPORT No. 02 -041.
10. TOP t BOTTOM DETAILS SHOWN MAY BE
INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY
BE MOUNTED HORIZONTALLY WIIERE APPLICABLE, EXCEPT
FOR MOUNTING CONDITIONS INCLUDING '' OR 'U' HEADERS.
11. ALL BOLTS s WASHERS 5HALL BE ZINC COATED.
GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE
STRENGTH OF 60 K51.
I�
18.2a TYP
(t = 0 .0516'
F GALv STEEL,
GRADE 50)
100' MIN.
5.000' ,MAX.
0J-PAN CLOSURE
1.00'
el
F-- 2.043'
Sly' he:3'
r
0
,
11 l
1-- 1.931' -1
13 TOP 'H' TRACK
'4 -20 5.5. SIDEWALK
OR MACH B
INE OLT t
W45HERED WINGNUT g
24' O.C. TYP.
.000
18 GA. GALV. STEEL
BENT PLATE (0.0418'
BM. THK) OR 2'x2'x.125'
6063 -T6 ALUM. ANGLE
BUILD -OUT
DISTANCE
EXISTING
CONCRETE.
HOLLOW
BLOCK OR
WOOD
FRAMING.
1-- 2.062'-
0.062'
0250'
1.181' --I
EADER
0.063'-
--i 4' MAX
-- 1.935' --
L0.093.
1.00•J
EXISTING
WINDOW
O CORNER CLOSURE DETAIL
O BUILD -OUT MOUNT CLOSURE DETAIL
N.T.S.
0.350
0 r 2�� 5_0.050.
0085' I .x50' 8 1 00 065'
WASHERED WINGNUT
10 (ZAMAC 3 ALLOY)
-- 0.063'
14 BOTTOM 'N' TRACK
ALUM. ANGLE ® OR J -PAN CLOSURE
PIECE ® (SEE DETAILS ABOVE).
"L'EG`OiRECTION MAY BE REVERSED
FASTENER a 15' O.C. FOR DESIGN
LOADS LESS THAN OR EQUAL TO
81par (SEE ANCHOR SCHEDULE FOR
ANY ACCEPTABLE ANCHOR). FOR
DESIGN LOADS GREATER THAN
8lp5r. USE ALUM ANGLE CLOSURE
PIECE ONLY WITH ANCHORS a 10' O.G.
- 1.181'
2.00'
MIN.
HEADER
025'
rMAX
II KEYHOLE WASHER
GALV. STEEL GRADE 5O
(USE I5 OPI IQNAL.. REQUIRED
ONLY FOR USE WRN TRUSS
I• EAD ANc 4CRS 1 CALK -N)
OVERLAP WALL BEYOND WINDOW DISTANCE
GREATER THAN OR EQUAL TO 1.5 TIMES
BUILD -OUT DISTANCE (2001 FBC SECT. 2413.13)
1.000'
IS TOP 'U' TRACK
m
W
3315 MAX.-
031511 0.189'
0315
1 --I�•�
6 L o L
.0 f n TYP 0.320'
1T
025'
MAX.
EXIST. CONC.
HOLLOW BLOCK
OR WOOD FRAMING.
0.410'
0.650'
BUILD - OUT 'F' TRACK
0.388'
0.191'
L
4.000'
1.000'
1 . 0.125'
- 0.150' 0063'
0.063'
r 0.125'
I
5313'
O 'F' TRACK
ID HEADER END CAP
L1 50' DEEP TYPICAL
r 1.531' -j
0.093'
I6 BOTTOM 'U' TRACK
EA STING CONCRETE, HOLLOW
SL.00K OR WOOD FRAMING
O WALL MOUNT CLOSURE DETAIL
N.T.S.
0215'
0.452'
0655'
0.063' Q
'
Y
0.093'
W
L
ALUM. ANGLE ® OR J -PAN CLOSURE
PIECE 91 (SEE DETAILS ABOVE).
LEG DIRECTION MAY BE REVERSED.
0.500'
OVERLAP
MINIMUM
FASTENER a 15' O.C. FOR DESIGN LOADS
LESS THAN OR EQUAL TO Slpsf (SEE
S ANCHOR SCHEDULE FOR ANY ACCEPTABLE
ANCHOR. FOR DESIGN LOADS GREATER
1.00' THAN 8 USE ALUM ANGLE CLOSURE
PIECE ONLY WITH ANCHORS a 10' O.C.
EMBED
TRAP MOUNT CLOSURE DETAIL
F
N.T.S.
IWDTN UNLIMITED
(PERP. TO PANEL SPAN)
TOP MOUNT
(CONN TYPE
AS REQ'b)
TYP. SECTIONS
m
OPTIONAL '5 -20 STITCH
BOLTS. WITH WASHERED
WINGNUTS FASTENED e
OVERLAPS o MIDSPAN
(USE APPROPRIATE
Q F � :. ' I � TABLE)
o
Ce
m s
80312'
111
BOTTOM MOUNT (CONN 1 9
TYPE .45 REDID/
TYPICAL MOUNT ELEVATION.
N.T.B.
TOP MOUNT (CONN TYPICAL PANEL ABOVE
TYPE AS REO'D) LAST PANEL PANEL 'ONION
BEFORE
OBSTRUCTION 1 OVERLAP?
MAY BE AT
TOP 4 BOTTOM /
_ - 03 IN
15' M.
EDGE DIST.
025'
MAX
EXISTING
CONCRETE,
HOLLOW
BLOCK OR
WOOD
FRAMING
rn 'i: i �.1�' A''u•'Y
By
0
0
BOTTOM MOUNT (CONN / / `TYP. PANEL OVERLAP
TYPE AS REDD)J L. OPTIONAL '. -20 STITCH BOLTS WITH WASHERED
WINGNUTS FASTENED a OVERLAPS a I
(USE APPROPRIATE SPAN TABLE)
T IPICAL MOUNT ELEVATION AROUND ..}}
ittm UND OBSTRUCTION
_; ; i.r:1! '.i
- o' 7,0$ /7 o
- :QL / /2.013
Apps erlasouv lid* 5}110
Florid2=n___e
NOAO
M 07 1 I o • o
au d Milt Product C IE$i1�
FRANK L. BENNARDO, PE.
'P50046543
0
1--1
A
ZZ
z
L1i
mz
�F-
J
V
Z �
Q Z
0
3 0
= Itlm
. J p
I IL ,p
x
I- VI
O Q m
Z
v0 �
Ln
IU
Z
D LC
Z
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4 11)
V J 1
1.__6 0
REVISIONS
DESCRIPZ1O+1 DATE
CONTT O7!'M5NTS V)l03
SCALE: 3'
DRAIN BY: CL
C..1EC -KtD SY: FLB
PRINT DATE: 11/18/02
DWG •: 02 -868 -111
SHEET:
1 OF 4
J
` RODUCT MARION* 1 2: 1315' PRODUCT MAR ONG
- C
(LOCATION OPTIONAL)
P I " . .. , : , r . .....tM
'4' ROLL BACK
--{ 1312' r
. r =am0m'
Positive
Load (ps1)
Span
Less
Than:
Separation
(inches)
at <= 30'
Separation
(inches)
at > 30'
10' - 7"
10' -7"
10'- 5"
10'- 5"
2.75"
1.22"
30
9 ' a 9 "
9' -8"
9' -8"
2.75"
1.94"
8'- 11"
9'- 3"
8'- 10"
9'- 2"
3.00"
3.00"
8'-
8' - 10"
6'
- 0"
2.75"
1.25"
35
T -8"
8'
- 8"
2.75"
2.10"
6' -9"
6' -9"
10'
- 0"
3.00"
3.00"
4' -10"
4' -10"
6'
- 0"
2.75"
1.29"
40
8'
- 8"
2.75"
2.26"
9'
- 8"
3.00"
3.00"
ba kr
:co b)
2.75"
1.32"
.
-._..
2.715- '.,..v
:., 241 -
2.92"
2.92"
50
6'
- 0"
2.75"
1.36"
8''
-- 0"
2.75"
2.73"
60
`
76'
- 0"
2.75'
1.43"
�8'
- 12.75%
2.44"
70
6'
-
2.75"
1.51"
7'
- 6"
2.75
2.24
Load
VV (P51)
No Stitch
Bolts
LMAX (ft)
Stitch Bolts
At Midspan
L (ft)
p � p p� 2-8 a
.-r A" r
•
10' - 7"
10' -7"
10'- 5"
10'- 5"
10' -0"
10' -0 ".
99'_,9"
9 ' a 9 "
9' -8"
9' -8"
9' - 4"
9' - 5"
8'- 11"
9'- 3"
8'- 10"
9'- 2"
8' -5"
8' -11"
8'-
8' - 10"
1'
' 9
8' -9"
.,:
8'- 3"
7' -6"
T -8"
T - 4"
7' -6"
T - 2"
7' -2"
6' -9"
6' -9"
6'- 0"
6'- 0"
5' -4"
5' -4"
4' -10"
4' -10"
4' -6"
4' -6"
4'- 1"
4'- 1"
• •
•
• •
• •
• •
•
•
•
EXISTING
CONCRETE.
HOLLOW BLOCK
OR WOOD
FRAMING (SEE
ANCHOR
SCHEDULE T3
BASED ON TYPE
OF STRUCTURE)
w d)
w Q •
•
• •
EXISTING
GLAZING
•••
•
•
• ••
•
••
•
REQ'D SEPARATION
FROM GLASS
(REF. TABLE T2)
GI CONNECTION TYPE
ANCHORS TO BE AT 125' OR 625' O.C.
(REFERENCE ANCHOR SCHEDULE T3
FOR MAX SPACING). USE REMOVABLE
ANCHORS ONLY
EXISTING
CONCRETE,
HOLLOW BLOCK
OR WOOD
FRAMING. SEE
ANCHOR SCHED.
BASED ON TYPE
OF STRUCTURE
••
•
•
'14 TEK SCREW OR
• -20 MACHINE
1UT 4 1 6 .
o - C. r TYF. ALL SIM.
• CONNECTIONS
• •
• • •• •
• • •
• • •• •
REQ'D 6EPARATION
F`r&L
(RFF. TOLE T2)
• • •
• •
REFERENCE ANCHOR
SCHEDULE T3 FOR MAX
SPACING
0.500'
0.500•
ED ED
O BUILD - OUT MOUNT SECTION
N.T.S.
514ORT LEG MAY BE
REVERSED TOWARDS
THE OPENING
F' TRACK/DIRECT MOUNT SECTION
N.T.S.
025'
STUD ANGLE
DIRECTION MAT
BE REVERSED,
AS SNQiN
C2 CONNECTION TYPE
REFERENCE ANCHOR
SCI-EDULE T3 FOR
MAX. SPACING
O2 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR
MAX SPACING
OPTIONAL BUILDOUT
MOUNTING CONFIGURATIONS
(AT HEADER OR SILL)
I/4 -20 X r 55.
C2 CONNECTION TYPE MACH NE SCREW
REFERENCE ANCI -IOR • 125• O.C.
SCHEDULE T3 FOR MAXimosvar EXISTING CONCRETE.
SPACING . ".': HOLLOW BLOCK OR
> b do Heath WOOD FRAMING. SEE
ANCHOR SCHED. BASED
Q O b l TYPE OF STRUCTURE
� ar 13
/a -20 x 3 4' 5.5. MACHINE
SCREWS 4 12.5' O.G.
02 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR
MAX. SPACING
at tW
EXISTING CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING.
SEE ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE
EXISTING
GLAZING
Fir 4 d .
Ail
MI
REQ'D r"I '
SEPAR DIST.
(SEE TABLE
T2 FOR MIN)
r
w 0
EXISTING
GLAZING
LU
w o
EMBED.
WALL MOUNT SECTION
N.T.S.
EXISTING CONCRETE. HOLLOW BLOCK
OR WOOD FRAMING. SEE ANCHOR
5CHED.. BASED ON TYPE OF STRUCTURE.
• 1 0 25 '
( AX
0
025'
` MAX.
O CEILING/FLOOR MOUNT SECTION
N.rs.
C; CONNECTION TTPE
REFERENCE ANCHOR
SCHEDULE T3 FOR
MAX. SPACING
10500'
0250'
025'
'4 -20 X 3 4' S.S.
MACHINE SCREW W/
WINGNUT 4125' O.G.
02 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR MAX
SPACING
A
MIL
EMBED
REQ'D SEPARATION
FROM GLASS
(REF. TABLE T2)
1 /4-20 x 3 .5' 5.5.
MACHINE SCREWS
0 12.5' O.G.
EMI LEG DIR
MAYBE
REVERSED
8
GJ
04 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR MAX.
SPACING
1
‘1W Aclier WAWA r I OF
liO4 CONNECTION TIM
REFERENCE ANCHOR
SCHEDULE T3 FOR MAX
SPACING
z aid'
SPAN SCHEDULE NOTES:
I. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN
LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM
PANEL SPAN. SCHEDULE I5 ACCEPTABLE FOR USE
WITH POSITIVE LOADS LESS THAN OR EQUAL TO
NEGATIVE DESIGN LOADS.
2. INTERPOLATION BETWEEN LOADS 15
ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
EXISTING WOOD TRUSSES
e 24' O.C. MAX
EXISTING
GLAZING
REQ'D SEPARATION
FROM GLASS
(REF. TABLE T2)
O K TRUSS MOUNT SECTION
Nr$.
EXISTING CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING.
SEE ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE.
EXISTING
GLAZING
O OFFSET WALL MOUNT SECTION
L N.T.S.
TABLE T2 NOTES:
I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN
LOAD TO DETERMINE MINIMUM ALLOWABLE STORM
PANEL SEPARATION FROM GLASS OR DOOR TO BE
PROTECTED. SCHEDULE I5 REQUIRED FOR USE
POSITIVE LOADS ONLY.
2. INTERPOLATION BETWEEN LOADS 15
ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
EXTERIOR
WALL FINISH
STEEL TUBE TO BOTTOM TRUSS
CHORDS W/ (3) 1 /45:2' EMBED
LAG SCREWS 4 EACH TRUSS
(24' 0.C. 11.4>c)
4'x MIN STEEL TUBE
'U' HEADER TO ROLLED STEEL TUBE W/ CENTER
LAG (A5 DESCRIBED it TRUSSES t h4
SM.S TO PLATE ®6' O.C. BETWEEN TRUSSES
Lmax = 8' -0 (MAX SPAN)
MAX DESIGN LOAD = 260 psr
ALUM OR GALV STEEL SPACER,
AS REQ'D.
EXTERIOR WALL FINISH.
PROTRUDING FROM
MOUNTING SURFACE
GI CONNECTION TYPE
ANCHORS TO BE AT 125' OR
625' O.C. (REFERENCE
ANCHOR SCHEDULE_ T3 FOR
MAX. SPACING). USE
REMOVABLE ANCHORS ONLY
0
z
11.1
w
z
z
111
m
u,
3
Z
W
Z
W W ((� • 1
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LL
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V/ Z
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11
REVISIONS
DE;2C RIPTION
COUNT' COIMENTS
DATE
1//03
SCALE: 3 _ •
DRAWN Y: CL
C
-RIN r DA 1 E: II/15/02
DWG •; 02 -86b -III
SHEET:
2 OF 4
EMBED'
03 CONNECTION TYPE
EMBED.
EXISTING CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING.
- .SEE 4 ANCHOR.SCHEDei3ASED
ON TYPE OF STRUCTURE.
MAXIMUM ALLOWABLE
MINIMUM SEPARATION
cij
W
W O •
• •
•
•
•
•
•
•
•
•
• •
EXISTI NG
GLAZN!&
• • •
•
•
•
•
•
EXISTING
CONCRETE,
HOLLOW BLOCK
OR WOOD
FRAMING. SEE
ANCHOR SCI-IED.
BASED ON TYPE
OF STRUCTURE
EXISTING
GLAZING
4 1 \1111 Ii
•
•
•
•
•
•
•
• ••
•
•• ••
• REQ I: SEP.
DIST. (S TABLE
• •• T2 F�RT.IMIMUM)
• ••■•
PENETRATION
OR EMBED.
O WALL MOUNT SECTION
WALL MOUNT TRACKS, N.T. S
EXISTING CONCRETE. HOLLOW BLOCK
OR WOOD FRAMING. SEE ANCHOR
SCI -IED. BASED ON TYPE OF STRUCTURE.
L365'
1365'
C8 CONN TYPE
REF. ANCHOR
SCHED. T4 FOR
MAX. SPACING
REQ'D GLASS SEP.
DIST. (SEE TABLE
T2 FOR MINIMUM)
C1 CONN TYPE
REF. ANCHOR SCHED.
T4 FOR MAX SPACING
I- IEADER/SILL MOUNT SECTION
TRAP MOUNT TRACKS ON ANGLE, N.T.S.
365'
EXISTING CONCRETE.
HOLLOW BLOCK OR
WOOD FRAMING. SEE
ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE
C5 CONNECTION TYPE
REFERENCE ANCI -!OR
SCHEDULE T4 FOR
MAX. SPACING
0.500'
0500'
C6 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T4 FOR
MAX. SPACING.
r LEG MAY BE BENT
,..„..„"y
TO 30deg MAX
—LEG MAY BE BENT
TO 30deg MAX
i •
OPTIONAL INTERIOR MOUNT INSTALLATION DETAILS
EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING.
SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTURE.
O CEILING/FLOOR MOUNT SECTION
TRAP MOUNT TRAGIC% N.T.S.
REQ'D GLASS
..SEP..- DIST.
(SEE TABLE T2
FOR MINIMUM)
EXISTING
CONCRETE.
HOLLOW BLOCK
OR WOOD
ANCHOR SCHED.
BASED ON TYPE
OF STRUCTURE
1
{,L4,11;C;Cd!111'\p6'1141'.; 1 \11111 >,t1' 14�
/ — (N
EXISTING
GLAZING
PENETRATION
OR EMBED.
O DIRECT WALL MOUNT SECTION
BOTTOM DIRECT WALL MOUNT
(REF. DETAIL 'S'). N.T.S.
G1 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T4 FOR MAX..
SPACING
EXISTING CONCRETE. HOLLOW
BLOCK oR WOOD FRAMING.
SEE ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE.
C5 CONNECTION 1
REFERENCE ANCHOR
SCHEDULE T4 FOR
MAX SPACING
0500'
C1 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T4 FOR MAX
SPACING
1.00
r MAX
A
0.1815'
�0 I 25'�1 ! r
OPTION A: (3)14'
ELCO PANELMATES
AT BOTTOM OF
ADJACENT PANEL
FASTEN EACH PANEL ADJACENT TO LAST
PANEL a BOTTOM W/ (2) ELCO PANELMATE5
(1) POWERS CALK -IN. ALTERNATIVELY.
USE (3) PANELMATES AND NOTCH BOTTOM
CORNERS OF LAST PANEL TO FIT OVER
INNERMOST ANCHORS.
O Q TRACK. HEADER TRAC ISOMETRIC
TOP TRACK. N.T.S.
CLIP LOCKS
END PANEL
FLUSH AGAINST
TOP TRAC,IK
(1) HEADER END CAP
• END W/ (2) "I4 5M5
TO TRACK
0.8 15'
I i
0 .250
OPTIONAL PLASTIC KNOB.
(FOR USE CNLT W11 MIME TIC NT P6I.�.SI
ADJACENT PANEL
TYP 12.5'
COVERAGE
1'x030' PERFORATIONS
AT MIDSPAN FOR USE
WITU REMOVABLE
HANDLE AND /OR
PLASTIC KNOBS
'H'- HEADER
TOP, PER
DETAIL 'P'
OPT. A: 2'x2' MAX NOTCH IN
LAST PANEL AROUND WINGNUT
O DIRECT WALL MOUNT EXTERIOR ELEVATION
BOTTOM DIRECT WALL MOUNT
(REP. DETAIL 'P'), N.T.S.
TOP 'H' -TRACK OR
TOP 'U -TRACK
(FASTEN TO
STRUCTURE PER
SECTIONS TO_ LEFT)_
OPTIONAL PLASTIC KNOB,
TO EASE PANEL SLIDING
(NON - STRUCTURAL, SEE
DETAIL TO LEFT)
O SILL TRACK ISOMETRIC
BOTTOM TRACK. N J
Approved as complying with the
Dot C e
ao3
NOM - t Zo • a 7
M38ffiI � //J) e J Product C +//� J /
�� J_C�
OPT. B: (I)V4-20 POWERS
CALK -IN, CLOSEST TO LAST
PANEL (NO NOTCH REQ'D)
(I) 15(25:0252' x1
ANGLE a END W/ (2)
h4 SITS TO TRACK
BOTTOM 'I-1' TRACK
OR BOTTOM '11'
TRACK (FASTEN TO
STRUCTURE PER
DETAILS M, N a0
TO LEFT)
LAST PANEL MOUNTED
FROM INSIDE OF BLDG
OVERLAP PANEL �
PANEL $ r
- o1 an o 7 - o
(2) 1 4 -20 5B..
STITCH BOLTS
W/'WING17UTS
EACH SIDE OF
LAST PANEL 1
wawa De
itagEtion
OPTION B: (2) 1 4' ELCO
PANELMATES AT BOTTOM
OF ADJACENT PANELS
let
>l..e. m
}. m
S
-
c
cv
0
0
Z
in I
Nr 1J__
SHEET:
3 OF 4
REVISIONS
'DESCRIPTION DATE
CC NT7 CO 1ENTB MAO
SCALE: 3' ' (111•10)
DRAWN BY: CL
PRINT DAl E: II/18/02
DWG •: 02- 868 -I I
HOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED
ELCO TAPCON
.
.
39
49
58
12.5"
12.5"
12.5"
16.0"
16.0"
16.0"
16.0"
12.7"
8.7"
15.8"
12.5"
10.5"
12.5"
6.25"
6.25"
.15.5"
12.3"
10.4"
7.8"
5.2"
4.0"
9.9"
7.7"
6.5"
12.5"
6.25"
6.25"
12.6"
10.0"
9.7"
5.4"
3.8"
3.6"
7.9"
6.2"
6.0"
Tcap (lb) = 218.00
45
72
12.5"
13.2"
5.9"
8.3"
6.25"
9.7"
3.6"
6.0"
6.25"
9.7"
3.6"
6.0"
Vcap (Ib) = 398.00
10.5"
130
6.25"
9.7" .
3.6"
6.0"
6.25"
9.7"
3.6"
6.0"
6.25"
9.7"
3.6"
6.0"
1/4 "x7/8" EMBED
16.0"
39
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
12.7"
10.3"
12.5"
16.0"
8.8"
8.3"
ALL- POINTS SOLID -SET
3.2"
49
12.5"
16.0"
16.0"
13.1"
12.5"
16.0"
8.5"
8.2"
12.5"
16.0"
6.2"
6.6"
LEAD SHIELD ANCHOR
*
58
12.5"
16.0"
14.3"
11.0"
12.5"
16.0"
6.6"
6.9"
12.5"
15.9"
5.9"
6.4"
Tcap (Ib) = 358
16:0 " -8.0" AG:3't
72
12.5"
16.0"
9.6"
8.8"
12.5"
15.9"
5.9"
6.4'
12.5"
15.9"
5.9"
6.4"
Vcap (Ib) = 249
8.0"
130
12.5"
15.9"
5.9"
6.4"
12.5"
15.9"
5.9"
6.4"
12.5"
15.9"
5.9"
6.4"
1/4" x 1 - 1/4" EMBED
10.6"
39
12.5"
16.0"
16.0"
12.2"
12.5"
14.5"
7.3"
7.7"
6.25"
11.8"
5.1"
6.2"
ELCO PANELMATE
9.5"
49
12.5"
16.0"
11.9"
9.7"
6.25"
11.6"
4.9"
6.0"
6.25"
9.4"
3.6"
4.9"
9.2"
*
58
12.5"
15.4"
8.2"
8.1"
6.25"
9.8"
3.8"
5.1"
6.25"
9.1"
3.4"
4.7"
Tcap (Ib) = 204.75
•_ 130•
72
6.25"
12.4"
5.5"
6.5"
625"
9.1"
3.4"
4.7"
6.25"
9.1"
3.4"
4.7"
Vcap (Ib) = 233.50
12.5"
130
6.25"
9.1"
3.4"
4.7"
6.25"
9.1"
3.4"
4.7"
6.25"
9.1"
3.4"
4.7"
HOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED
ELCO TAPCON
Vcap (lb) = 398.00
.
39
45
55
72
16.0"
16.0"
11.0"
5.0"
16.0"
16.0"
16.0"
13.2"
7.5"
5.2"
3.4"
%
15.5"
13.4"
11.0"
9.7"
114 "x7 /8" EMBED
16.0"
39
16.0"
16.0"
12.4"
16.0"
ALL- POINTS SOLID -SET
10.7"
45
16.0"
16.0"
8.5"
16.0"
LEAD SHIELD ANCHOR
*
55
16.0"
16.0"
5.5"
16.0"
Tcap (Ib) = 358
4.9"
65
10.5"
16.0"
4.4"
15.9"
Vcap (lb) = 249
1/4" x 1 -1/4" EMBED
72
8.2"
16.0"
4.4"
15.9"
1/4" x 1 - 1/4" EMBED
45
39
16.0"
16.0"
7.1"
14.5"
ELCO PANELMATE
7.9"
45
16.0"
16.0"
4.8"
12.6"
6.7"
*
55
10.3"
16.0"
3.2"
10.3"
Tcap (Ib) = 204.75
4.4"
65
6.0"
13.7 "j
12.5"
9.1"
Vcap (Ib) = 233.50
10.7"
72
4.7"
12.4"
/
9.1"
HOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED .
ELCO TAPCON
Tcap (Ib) = 174.00
Vcap (lb) = 318.00
39
45
55
65
72
12.6"
10.9"
8.9"
7.5"
6.8"
8.2"
7.1"
5.8"
4.9"
4.5"
8.0"
6.9"
5.7"
5.0"
5.0"
5.2"
4.5"
3.7"
3.3"
3.3"
1/4 "x7/8" EMBED
39
16.0"
12.3"
10.4"
7.8"
ALL - POINTS SOLID -SET
45
14.2"
10.7"
9.0"
6.8"
LEAD SHIELD ANCHOR *
55
11.7"
8.7"
7.4"
5.5"
Tcap (lb) = 358
65
9.9"
7.4"
6.5"
4.9"
Vcap (Ib) = 249
72
8.9"
6.7"
6.5"
4.9"
1/4" x 1 -1/4" EMBED
39
11.2"
8.0"
7.1"
5.1"
ELCO PANELMATE
45
9.7'
6.9"
6.2"
4.4"
*
55
7.9"
5.6"
5.0"
3.6"
Tcap (lb) = 201.50
65
6.7"
4.8"
4.4"
3.2"
Vcap Ob) = 198.50
72
6.1"
4.3"
4.4"
3.2"
AN�1C1 -IOP SPACING SCHEDULE
ANCHOR NOTES:
I. SPANS AND LOADS 5140UN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL
SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE /TABLE 'TI').
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 1 ANCHOR TYPE. SELECT DESIGN
LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR
EQUAL TO SHUTTER SPAN.
3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SHEETS 2 t 3 FOR IDENTIFICATION OF CONNECTION TYPE).
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15
ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
ANCHOR SPACING SCHEDULE
= ( -INSIDE -MOUNT .P'4NEL'S, lJAt~L'MOUNT)
0
O
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (lb) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72 _
16.0"
16.0"
16.0"
10.6"
8.2"
0.75" EDGE
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
16.0"
15.7"
14.2"
DISTANCE
12.4" 16.0"
8.5" 16.0"
5.6" 16.0"
4.4" 16.0"
4.4" 16.0"
8.1"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
16.0"
16.0"
11.T'
6.8"
5.3"
16.0"
16.0"
16.0"
15.5"
14.0"
8.0"
5.5"
3.6"
16.0"
14.2"
11.7"
10.3"
10.3"
ANCHOR SPACING SCHEDULE
6. WHERE LAG SCREWS FASTEN TD NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER
OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD
SHALL BE 'SOUTHERN PINE' G OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX
HEAD.
1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS.
8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1 ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE
EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O.
9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES
DI,Yi
10. �. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. axaviiissmiti >" Haft B Y
A y 1
(INSIDE MOUNT PANELS, TRAP MOUNT)
0
O
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96:74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap Ob) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
6.5"
5.T'
4.6"
3.9"
3.5"
7.7"
6.6"
5.4"
4.6"
4.1"
6.2"
5.4"
3.7"
3.3"
13.0"
11.2"
92"
7.8"
7.0"
92"
8.0"
6.5"
5.5"
5.0"
4.9"
4.2"
3.4"
3.0"
3.0"
3.9"
3.4"
"A
8.2"
7.1"
5.8"
5.1"
5.1"
5.8"
5.1"
4.1"
3.7"
37"
copy-
App;tmv ad 2 coaltp8; I3�g Frith the
Date 23
O
Mad Dida Priam Cootrot
O
FRANK L. BENNA . O, F.E
' E0046549
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REVISIONS
D£SCF F'ttON
cartrr car+a4r3
SGALE: N.T. : 5.
D WrI BY GL
SHEET:
4 OF
0
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W
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m
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3
03
DATE
B
PRINT DATt: IV18/02
DWG •; 02- 868 -111
J
E
w
2.0" EDGE
DISTANCE(,
SPANS UP TO
8.67 ft
CONN TYPE
C7 C8
EXIST.
STRUCT.
2.5" EDGE DISTANCE
LOAD
(psf)
SPANS UP TO
5.50 ft
CONN TYPE
C7 C8
CONCRETE
1/4" x 1 - 3/4" EMBED
39
16.0"
SPANS UP
TO
5 ft
SPANS UP
TO 8.67 ft -
SPANS UP
TO
10.67 ft
1ST
RUI
ANCHOR
LOAD
8.4"
CONN TYPE
55
15 "
CONN TYPE
9 r"
6.9"
CONN TYPE
65 .+
11.4"
9.2"
(psf)
C1
C2
C3
C4
C1
C2
C3
C4
Cl
C2
C3
C4
10.8"
114" x 1 - 3/4" EMBED
39
_
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
11.9"
13.5"
ELCO TAPCOA, • •
49
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
11.6"
13.3"
12.5"
16.0"
8.4"
10.7"
(MIN 1320 PSPc c cc •
• X
12.5"
16.0"
16.0"
16.0"
125"
16.0"
8.9"
11.1"
12.5"
16.0"
8.0"
10.3"
"IV (Ib) = 483.00 -
•4 :
4215 " -48:0'"=-1
, HL•=12.5"
6.4"
16:0 " -8.0" AG:3't
11"5"-•w161r ~"8:0"
, "1Ofr.
r i •
130
12.5"
16.0"
8.0"
10.3"
12.5"
16.0"
8.0"
10.3"
12.5"
16.0"
8.0"
10.3"
313i0(�0 • • • •
14'x7/8" EMBEp
:,;U:
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
15.2"
15.0"
12.5"
16.0"
10.6"
12.1"
- POINTS ►.. ET
12.5"
"
16.0"
16.0"
16.0"
125"
16.0"
2"
11.8"
12.5"
16.0"
7.5"
9.5"
• . • - • V
•.
4 1 • � •
12. '
16.0"
16.0"
16.0"
2
16.0"
7.9'
9.9"
12.5"
16.0"
7.1"
9.2"
• • ga s p (Ib) = 428 • •
•
• •2
12.5"
16.0"
11.5"
12.7"
1
16.0"
7.1"
9.2"
12.5"
16.0"
7.1"
9.2"
Vcip(Ib) .�I
•_ 130•
12.5"
16.0"
7.1"
9.2"
12.5"
16.0"
7.1"
9.2"
12.5"
16.0"
7.1"
9.2"
C l• 2" EMBED
39
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
13.3"
15.7"
12.5"
16.0"
9.2"
12.6"
ELCO PANELMATE
949
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
8.9"
12.4"
12.5"
16.0"
6.5"
9.9"
MIN 3350 Pfe � G ONm )
* :••&t•
12.5"
16.0"
14.9"
16.0"
12.5"
16.0"
6.9"
10.4"
12.5"
16.0"
6.2"
9.6"
Tcap (Ib) = 372.18
• •f/ •
12.5"
16.0"
10.0"
13.3"
12.5"
16.0"
6.2"
9.6"
12.5"
16.0"
62"
9.6"
/cap (lb) =AM•
• 130•
12.5"
16.0"
6.2"
9.6"
12.5"
16.0"
6.2"
9.6"
12.5"
16.0"
6.2"
9.6"
AN�1C1 -IOP SPACING SCHEDULE
ANCHOR NOTES:
I. SPANS AND LOADS 5140UN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL
SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE /TABLE 'TI').
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 1 ANCHOR TYPE. SELECT DESIGN
LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR
EQUAL TO SHUTTER SPAN.
3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SHEETS 2 t 3 FOR IDENTIFICATION OF CONNECTION TYPE).
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15
ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
ANCHOR SPACING SCHEDULE
= ( -INSIDE -MOUNT .P'4NEL'S, lJAt~L'MOUNT)
0
O
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (lb) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72 _
16.0"
16.0"
16.0"
10.6"
8.2"
0.75" EDGE
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
16.0"
15.7"
14.2"
DISTANCE
12.4" 16.0"
8.5" 16.0"
5.6" 16.0"
4.4" 16.0"
4.4" 16.0"
8.1"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
16.0"
16.0"
11.T'
6.8"
5.3"
16.0"
16.0"
16.0"
15.5"
14.0"
8.0"
5.5"
3.6"
16.0"
14.2"
11.7"
10.3"
10.3"
ANCHOR SPACING SCHEDULE
6. WHERE LAG SCREWS FASTEN TD NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER
OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD
SHALL BE 'SOUTHERN PINE' G OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX
HEAD.
1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS.
8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1 ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE
EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O.
9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES
DI,Yi
10. �. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. axaviiissmiti >" Haft B Y
A y 1
(INSIDE MOUNT PANELS, TRAP MOUNT)
0
O
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96:74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap Ob) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
6.5"
5.T'
4.6"
3.9"
3.5"
7.7"
6.6"
5.4"
4.6"
4.1"
6.2"
5.4"
3.7"
3.3"
13.0"
11.2"
92"
7.8"
7.0"
92"
8.0"
6.5"
5.5"
5.0"
4.9"
4.2"
3.4"
3.0"
3.0"
3.9"
3.4"
"A
8.2"
7.1"
5.8"
5.1"
5.1"
5.8"
5.1"
4.1"
3.7"
37"
copy-
App;tmv ad 2 coaltp8; I3�g Frith the
Date 23
O
Mad Dida Priam Cootrot
O
FRANK L. BENNA . O, F.E
' E0046549
✓ • m N
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9 mM
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ILL
REVISIONS
D£SCF F'ttON
cartrr car+a4r3
SGALE: N.T. : 5.
D WrI BY GL
SHEET:
4 OF
0
U
z
W
w
z
z
W
m
3
3
03
DATE
B
PRINT DATt: IV18/02
DWG •; 02- 868 -111
J
E
w
2.0" EDGE
DISTANCE(,
SPANS UP TO
8.67 ft
CONN TYPE
C7 C8
EXIST.
STRUCT.
ANCHOR
LOAD
(psf)
SPANS UP TO
5.50 ft
CONN TYPE
C7 C8
CONCRETE
1/4" x 1 - 3/4" EMBED
39
16.0"
15.3"
13.6"
9.7"
ELCO TAPCON
45
16.0"
13.2"
11.8"
8.4"
(MIN 3320 PSI CONC)
55
15 "
10.8"
9 r"
6.9"
Tcap (Ib) = 386.40
65 .+
11.4"
9.2"
(MIN 3332 PSI
6.0"
Vcap (Ib) = 380.00
72
.6"
8.3"
=.5"
6.0"
1/4 "x7/8" EMBED '
39
16.0"
16.0"
15.2"
10.8"
ALL - POINTS SOLID -SET
45
16.0"
14.7"
13.2"
9.3"
LEAD SHIELD ANCHOR *
55
16.0"
12.0"
10.8"
7.6"
Tcap Ob) = 428
65
14.4"
10.2"
9.5"
6.7"
Vcap (Ib) = 429
72
13.0"
9.2"
9.5"
6.7"
1/4" x 2" EMBED
39
16.0"
11.6"
10.3"
7.4"
ELCO PANELMATE
45
14.1"
10.1"
8.9"
6.4"
(MIN 3350 PSI CONC) *
55
11.5'
8.2"
7.3"
5.2"
Tcap (IB) = 297.60
65
9.7"
7.0"
6.4"
4.6"
Vcap Ob) = 282.50
72
8.8"
6.3"
6.4"
4.6"
AN�1C1 -IOP SPACING SCHEDULE
ANCHOR NOTES:
I. SPANS AND LOADS 5140UN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL
SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE /TABLE 'TI').
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 1 ANCHOR TYPE. SELECT DESIGN
LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR
EQUAL TO SHUTTER SPAN.
3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SHEETS 2 t 3 FOR IDENTIFICATION OF CONNECTION TYPE).
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15
ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
ANCHOR SPACING SCHEDULE
= ( -INSIDE -MOUNT .P'4NEL'S, lJAt~L'MOUNT)
0
O
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (lb) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72 _
16.0"
16.0"
16.0"
10.6"
8.2"
0.75" EDGE
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
16.0"
15.7"
14.2"
DISTANCE
12.4" 16.0"
8.5" 16.0"
5.6" 16.0"
4.4" 16.0"
4.4" 16.0"
8.1"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
16.0"
16.0"
11.T'
6.8"
5.3"
16.0"
16.0"
16.0"
15.5"
14.0"
8.0"
5.5"
3.6"
16.0"
14.2"
11.7"
10.3"
10.3"
ANCHOR SPACING SCHEDULE
6. WHERE LAG SCREWS FASTEN TD NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER
OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD
SHALL BE 'SOUTHERN PINE' G OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX
HEAD.
1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS.
8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1 ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE
EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O.
9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES
DI,Yi
10. �. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. axaviiissmiti >" Haft B Y
A y 1
(INSIDE MOUNT PANELS, TRAP MOUNT)
0
O
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96:74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap Ob) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
6.5"
5.T'
4.6"
3.9"
3.5"
7.7"
6.6"
5.4"
4.6"
4.1"
6.2"
5.4"
3.7"
3.3"
13.0"
11.2"
92"
7.8"
7.0"
92"
8.0"
6.5"
5.5"
5.0"
4.9"
4.2"
3.4"
3.0"
3.0"
3.9"
3.4"
"A
8.2"
7.1"
5.8"
5.1"
5.1"
5.8"
5.1"
4.1"
3.7"
37"
copy-
App;tmv ad 2 coaltp8; I3�g Frith the
Date 23
O
Mad Dida Priam Cootrot
O
FRANK L. BENNA . O, F.E
' E0046549
✓ • m N
tl
m
9 mM
Z IL ,n
X 0 Q
4 co
• N
0 • t
• 0
0 s
tt�'
z
U.J.W1'11•
Z > (Yl
4
0
Z o
1_
ILL
REVISIONS
D£SCF F'ttON
cartrr car+a4r3
SGALE: N.T. : 5.
D WrI BY GL
SHEET:
4 OF
0
U
z
W
w
z
z
W
m
3
3
03
DATE
B
PRINT DATt: IV18/02
DWG •; 02- 868 -111
J
E
w
2.5" EDGE DIST.
0.75" EDGE DISTANCE
SPANS UP TO
5.50 ft
SPANS UP TO
8.67 ft
ST.
ZUC
ANCHOR
LOAD
CONN TYPE
CONN TYPE
16.0"
16.0" 7.5"
(psf)
C5 C6
C5
C6
CONCRETE r
IIII
1/4" x 1 - 3/4" EMBED
39
16.0" 16.0"
16.0"
16.0"
ELCO TAPCON
45
• 16.0" 16.0"
11.4"
16.0"
(MIN 3332 PSI
55
16.0"
7.5"
16.0"
y C . ONC)
.0 1ap Qb PS 483:00
' y65 "t.
y1�6�.01"
.. 142 ..! 1e:0 F:.-
....
*6 O"
Vcap (Ib) = 475.00
72
11.0" 16.0"
6.0"
16.0"
114 "x718" EMBED
39 .
16.0" 16.0"
14.8"
16.0"
ALL - POINTS SOLID -SET
45
16.0" 16.0"
10.1"
16.0"
LEAD SHIELD ANCHOR
* 55
16.0" 16.0"
6.6"
.16.0"
Tcap Ob) = 428
65
12.6" 16.0"
5.3"
16.0"
Vcap (lb) = 429
72
9.8" 16.0"
5.3"
16.0"
1/4" x 2" EMBED
39
16.0" 16.0"
12.9"
16.0"
ELCO PANELMATE
45
16.0" 16.0"
8.8"
16.0"
(MIN 3350 PSI CONC)
* 55
16.0" 16.0"
5.8"
16.0"
Tcap (1b) = 372.00
65
11.0" 16.0"
4.6"
16.0"
Vcap (lb) = 565.00 .
72
8.5" 16.0"
4.6"
16.0"
AN�1C1 -IOP SPACING SCHEDULE
ANCHOR NOTES:
I. SPANS AND LOADS 5140UN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL
SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE /TABLE 'TI').
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 1 ANCHOR TYPE. SELECT DESIGN
LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR
EQUAL TO SHUTTER SPAN.
3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SHEETS 2 t 3 FOR IDENTIFICATION OF CONNECTION TYPE).
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15
ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
ANCHOR SPACING SCHEDULE
= ( -INSIDE -MOUNT .P'4NEL'S, lJAt~L'MOUNT)
0
O
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (lb) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72 _
16.0"
16.0"
16.0"
10.6"
8.2"
0.75" EDGE
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
16.0"
15.7"
14.2"
DISTANCE
12.4" 16.0"
8.5" 16.0"
5.6" 16.0"
4.4" 16.0"
4.4" 16.0"
8.1"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
16.0"
16.0"
11.T'
6.8"
5.3"
16.0"
16.0"
16.0"
15.5"
14.0"
8.0"
5.5"
3.6"
16.0"
14.2"
11.7"
10.3"
10.3"
ANCHOR SPACING SCHEDULE
6. WHERE LAG SCREWS FASTEN TD NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER
OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD
SHALL BE 'SOUTHERN PINE' G OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX
HEAD.
1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS.
8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1 ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE
EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O.
9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES
DI,Yi
10. �. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. axaviiissmiti >" Haft B Y
A y 1
(INSIDE MOUNT PANELS, TRAP MOUNT)
0
O
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96:74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap Ob) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
6.5"
5.T'
4.6"
3.9"
3.5"
7.7"
6.6"
5.4"
4.6"
4.1"
6.2"
5.4"
3.7"
3.3"
13.0"
11.2"
92"
7.8"
7.0"
92"
8.0"
6.5"
5.5"
5.0"
4.9"
4.2"
3.4"
3.0"
3.0"
3.9"
3.4"
"A
8.2"
7.1"
5.8"
5.1"
5.1"
5.8"
5.1"
4.1"
3.7"
37"
copy-
App;tmv ad 2 coaltp8; I3�g Frith the
Date 23
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Mad Dida Priam Cootrot
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FRANK L. BENNA . O, F.E
' E0046549
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REVISIONS
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cartrr car+a4r3
SGALE: N.T. : 5.
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SHEET:
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DATE
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PRINT DATt: IV18/02
DWG •; 02- 868 -111
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0.75" EDGE DISTANCE
000M
1/4" x 2" THREAD
39
12.5"
16.0"
16.0" 7.5"
12.5"
16.0"
12.8"
4.8"
12.5"
16.0"
8.9"
3.9"
PENETR. LAG SCREW
49
12.5"
16.0"
16.0" 6.0"
12.5"
16.0"
8.6"
3.8"
12.5"
16.0
6.3"
3 .1"
58
12.5"
16.0"
14.4" 5.1"
125
16.0"
6.6"
3.2"
12.5"
16.0"
6.0"
r
Tcap (Ib) = 359.53
72
12.5"
16.0"
9.6" 4.1"
12.5"
16,0"
6.0"
///
12.5"
16.0"
6.0"
j
Vcap Ob) = 82.97
130
12.5"
16.0"
6.0 "���
12:5"
16.0"
6.0"
12.5"
16.0"
6.0"
#14 x 1 - 1/2" THREAD
39
12.5"
16.0"
16.0" 7.7"
125"
16.0"
8.3"
4.8"
12.5"
13.5"
5.8"
3.9"
PENETR. WOOD SCREW
49
12.5"
16.0"
13.6" 6.1"
12.5"
13.2"
5.6"
3.8"
6.25"
10.7"
4.1"
3.1"
•
58
12.5"
16.0"
9.3" 5.1"
6.25"
11•.2"
4.3"
3.2"
6.25"
10.4"
3:9"
Tcap (Ib) = 234.00
72
12.5"
14.2"
6.3" 4.1"
6.25"
10.4"
. 3.9"
j
6.25"
10.4"
3.9"
Vcap (Ib) = 96.74
130
6.25"
10.4"
3.9" ///
6.25"
10.4"
3.9"
6.25"
10.4"
3.9"
7/16" x 5/8" EMBED
39
12.5"
16.0"
16.0" 13.0"
12.5"
16.0"
8.3"
8.1"
12.5"
13.4"
5.7"
6.6"
BRASS BUSHING &
49
12.5"
16.0"
13.5" 10.3"
12.5"
13.1"
5.5"
6.4"
6.25"
10.6"
4.0"
5.2"
1/4-20 SCREW
*
58
12.5"
16.0"
9.2" 8.7"
625"
11.1"
4.3"
5.4"
625"
10.3"
3.8"
5.0"
Tcap (Ib) = 231.50
72
12.5"
14.0"
6.2" 6.9"
6.25"
10.3"
3.8"
5.0"
6.25"
10.3"
3.8"
5.0"
Vcap (Ib) = 232.50
130
6.25"
10.3"
3.8" 5.0"
6.25"
10.3"
3.8"
5.0"
6.25"
10.3"
3.8"
5.0"
AN�1C1 -IOP SPACING SCHEDULE
ANCHOR NOTES:
I. SPANS AND LOADS 5140UN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM PANEL
SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN MAX ALLOWABLE SPAN SCHEDULE /TABLE 'TI').
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL 1 ANCHOR TYPE. SELECT DESIGN
LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR
EQUAL TO SHUTTER SPAN.
3. SELECT CONNECTION TYPE BASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SHEETS 2 t 3 FOR IDENTIFICATION OF CONNECTION TYPE).
4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
5. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD 15
ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES.
ANCHOR SPACING SCHEDULE
= ( -INSIDE -MOUNT .P'4NEL'S, lJAt~L'MOUNT)
0
O
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (lb) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72 _
16.0"
16.0"
16.0"
10.6"
8.2"
0.75" EDGE
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
16.0"
15.7"
14.2"
DISTANCE
12.4" 16.0"
8.5" 16.0"
5.6" 16.0"
4.4" 16.0"
4.4" 16.0"
8.1"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
10.4"
16.0"
16.0"
11.T'
6.8"
5.3"
16.0"
16.0"
16.0"
15.5"
14.0"
8.0"
5.5"
3.6"
16.0"
14.2"
11.7"
10.3"
10.3"
ANCHOR SPACING SCHEDULE
6. WHERE LAG SCREWS FASTEN TD NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER
OF NOMINAL 2' X 4' (MIN.) WOOD STUD ( EDGE DISTANCE 15 ACCEPTABLE FOR WOOD FRAMING). WOOD STUD
SHALL BE 'SOUTHERN PINE' G OR GREATER DENSITY. LAG SCREW SHALL HAVE PHILLIPS PAN HEAD OR HEX
HEAD.
1. * DESIGNATES REMOVABLE ANCHORS, WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS.
8. MACHINE SCREWS SHALL HAVE MINIMUM OF 1 ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE
EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT) U.N.O.
9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES
DI,Yi
10. �. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE. axaviiissmiti >" Haft B Y
A y 1
(INSIDE MOUNT PANELS, TRAP MOUNT)
0
O
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 -1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96:74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4-20 SCREW
Tcap Ob) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
6.5"
5.T'
4.6"
3.9"
3.5"
7.7"
6.6"
5.4"
4.6"
4.1"
6.2"
5.4"
3.7"
3.3"
13.0"
11.2"
92"
7.8"
7.0"
92"
8.0"
6.5"
5.5"
5.0"
4.9"
4.2"
3.4"
3.0"
3.0"
3.9"
3.4"
"A
8.2"
7.1"
5.8"
5.1"
5.1"
5.8"
5.1"
4.1"
3.7"
37"
copy-
App;tmv ad 2 coaltp8; I3�g Frith the
Date 23
O
Mad Dida Priam Cootrot
O
FRANK L. BENNA . O, F.E
' E0046549
✓ • m N
tl
m
9 mM
Z IL ,n
X 0 Q
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• N
0 • t
• 0
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U.J.W1'11•
Z > (Yl
4
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Z o
1_
ILL
REVISIONS
D£SCF F'ttON
cartrr car+a4r3
SGALE: N.T. : 5.
D WrI BY GL
SHEET:
4 OF
0
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03
DATE
B
PRINT DATt: IV18/02
DWG •; 02- 868 -111
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: Sores ViHlaae
APPROVED
BY DATE
ZONING DEPT
BLDG DEPT
SUBJECT 1 CCMPI_IANCE WITH ALL FEDERAL
STATE AND CL UN IY RULES AND REGULATIONS
• 101 H1 Nw M1 ti '
• • •
• •
•
•
•• ••
• ••
• • •
• •
• • • •
• • • •
•
• •
• • • •
• • • •• : '/I1.5oX39
• •••• • •
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1
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AUG alArLs
1 3 2010 ti�I'
RAMMS ENGINEERING , ' . Kd =1.00
2100 W 76 ST. #311, HIALEAH, FLORIDA, 33016 FLORIDA BUILDING CODE 2007
Robert S. Monsour, P.E. Fl # 11955 / 0006024 ASCE 7 -05 WIND CODE
DESIGN • WIND LOADS (LBS /SQFT) FOR 146 MPH ZONE
•
" :'
•:
•
• •
'.
• :
'Titerior & Exterior %one$ (4 &5 - Walls) Positive Pressures
Et posure C • :. for the 146 mph Wind Zone
.
'
,,, Hpiglit� •
:.. (Maximum)
Effective Wind Area (or, Tributary Area) in Square Feet
•'' • 10
20
30
40
50
60
).00
0.95
0.92
0.89
0.88
0.86
, . • '1Y " :
'...5
52.3
50.8
49.8
49.0
48.4
•
20'
.•:•68.0
55.3
53.8
52.7
51.9
51.2
'•
2'5 • •.
'•••60.5
57.8
56.2
55.1
• 54.2
53.5
.•
30 :; :..
60.3
58.6
57.4
56.5
55.8
•4Q.. •
67.0
64.0
62.2
60.9
60.0
59.2
50
70.2
67.0
65.2
63.9
62.8
62.0
60
72.8
69.5
67.6
66.2
65.2
64.3
Interior Zone (4 -
Exposure C
Walls) Negative Pressures
For the 146
mph Wind Zone
Area (or, Tributary
Area) in Square Feet
Height
(Maximum)
Effective Wind
10
20
30
40
50
60
-1.10
-1.05
-1.02
-0.99
-0.98
-0.96
15
-59.4
-56.9
-55.5
-54.4
-53.6
-53.0
20
-62.9
-60.3
-58.7
-57.6
-56.8
-56.1
25
-65.7
-62.9
-61.3
-60.2
-59.3
-58.6
30
-68.5
-65.6
-63.9
-62.8
-61.9
-61.1
40
-72.6
- 69.6
-67.9
-66.6
-65.6
-64.8
50
-76.1
-73.0
-71.1
- 69.8
-68.8
-68.0
60
-78.9
-75.7
-73.7
-72.4
-71.3
-70.5
•
Exterior Zones (5 - Walls) Negative Pressures
Exposure C For the 146 mph Wind Zone
Effective Wind Area (or, Tributary Area) in Square Feet
Height
10
20
30
40
50
60
(Maximum)
-1.40
-1.29
-1.23
-1.19
-1.15
-1.13
15
-73.3
-68.4
-65.5
-63.4
-61.8
-60.5
20
-77.6
-72.4
-69.3
-67.2
-65.5
-64..1
25
-81.0
-75.6
-72.4
-70.1
-68.4
-66.9
30
-84.5
-78.8
-75.5
-73.1
- 71.3
-69.$
40
-89.7
-83.6
-80.1
-77.6
-75.7
-74.1
50
-94.0
-87.7
-84.0
-81.3
-79.3
-77.6
60
-97.4
-90.9
-87.0
-84.3
-82.2
-80.5
Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller,
but not Tess than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet).
AN 8% REDUCTION OF LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROODS
' i
i J
•
. •
Florida
Storm
Panels
14475 N.W. 26 Avenue • Opalocka, FL 33054.685 - 9990.685 -9000 • FAX 685 -7511
.
• •••• "• ..
• • • •
• • •
•
▪ ••S...
SI1UTTEi APPROVAL AUTHORIZATION FORM
•
• •
• . • ••••
▪ 'Building Off it l
•. •
• •• • ••
• • •
▪ ••••
•
•
Dear Mr. Building Official:
We are Dade County Notice of Acceptance holder for the 22gauge panels
under number 07- 0817.03
This letter authorizes
22ga. Panels under n A I. er 07 -081
Sincerely,
o e used at i e following job:
Victor . Ciiiz
President or Vice- President
Enrique Revilla
to use our
1. This form must accompany the application for building permit and
shall become part of the permit documents.
2. The authorized signature must bear the raised corporate se al of the
company holding the Dade County Notice of Acceptance.
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
. k'lorida.�`to�rm PaueIs, inc.
. 24475 N.W. 26`" A'vv,ebu$
▪ •Opa -I ock'a,:F1orita 33054
• • ••••••
NIIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
www.miamidade.eov
•
•• .. •• ••
... COP :: • • . •
•
• • : .This NOA is.being issued under the applicable rules and regulations governing the use of construction materials.
• The doeumeetation sebmitted has been reviewed by Miami -Dade County Product Control Division and accepted
• By the Bdard of Ritter IM Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
• • tie Aut fierit Having ftMsdiction (AHJ).
•
• • .
'this NON :shall not be valid after the expiration date stated below. The Miami -Dade County Product. Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify; or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements bf the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter
.APPROVAL DOCUMENT: Drawing No. 02 -868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1
through 4 of 4, prepared by Frank L Bennardo, P.E., dated November 18, 2002, last revision dated January 02,
2003, signed and sealed by Frank L. Bennardo, P.E., bearing the Miami Dade County Product Control Renewal
stamp with the Notice of Acceptance number and expiration date by Miami- DaeCounty Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each panel shall bear a: permanent label with the manufacturer's name or logo; city, state and the
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically termuiate this NOA: Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 02- 1120.02 and consists of this page 1, evidence submitted page E -1 as well as
approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S.
NOA No. 01/23 2013
Expiration Date: 01/23/2013
Approval Date: 11/01/2007
II / 0//24707 Page1