WS-19-1772Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Location Address
9027 NE 4TH AVENUE RD 9027, Miami Shores, FL 33138
Contacts
i�U'I'JIIiJ��
Issue Date:
Permit No.: WS-08-19-1772
Permit Type: Windows/Shutt
Work Class cotiom4hutters
Permit status: Approved
Expiration: 01/28/2020
EVELYN PADILLA Owner
9027 NW 4 AVE RD, MIAMI SHORES, FL 33138
AMERICAN IMPACT WINDOWS & DOORS Contractor
LLC
EMIL J ROSADO
900 BISCAYNE BLVD 1704, MIAMI, FL 33132
Business: 3053280010
Description: INSTALL ACCORDION SHUTTERS (4) Valuation: $ 2,000.00 Inspection Requests:
305-762-4949'
Total Sq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$1.20
DBPR Fee
$2.10
DCA Fee
$2.00
Education Surcharge
$0.40
Scanning Fee
$9.00
Technology Fee
$3.50
Windows/Shutters Fee
$90.00
Total:
$158.20
Payments
Date Paid Amt Paid
Total Fees
$158.20
Credit Card
08/01/2019 $158.20
Amount Due:
$0.00
Building Department Copy
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 AF IDAVIT: I 09.1Futhermore,
at all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating or truction and I authorize the above named contractor to do the work stated.
Signatge: Owner
/ Applicant / Contractor / Agent
Date
August 01, 2019 Page 2 of 2
Miami Shores Village AUG o zo
Building Department:
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
NtUILDING ❑ ELECTRIC ❑ ROOFING
FBC 20
Master Permit No.
Sub Permit No.
❑ REVISION ❑ EXTENSION RENEWAL
❑PLUMBING MECHANICAL PUBLIC WORKS CHANGE OF CANCELLATION SHOP
�y,,y �p �� CONTRACTOR DRAWINGS
JOB ADDRESS: � I- N C � D c�
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: L (- 3-2,0( O - UAW - 0140 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): eyel 'i 0 r 1. (�j Phone#:
Address: Ay'
City: ry) I (A no , Ebo f State: fil Zip: 33 1 -3 O
Tenant/Lessee Name: Phone#:
Email
CONTRACTOR: Company Name: iL l�can i w 6K (-r GJ) / dou S Phone#:�S ' 326 "co IG
Address: ="0 `j 9 Ill w 1 J1-- Ift -
City: j 171G1 I State: &Zip:
Qualifier Name: I I s- v Phone#: ?L7F' -321 '00 1 kD
State Certification or Registration #: -SCC ( 3 11 5((.> Zit V Certificate of Competency #:
DESIGNER: Architect/Engineer:
Address:
Value of Work for this Permit: $
Type of Work: ❑ Addition
Description of Work:
❑ Alteration
11 -CnnLQ
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $
Technology Fee $
Structural Reviews $
(Revised02/24/2014)
Radon Fee $
Phone#:
City: State
Square/Linear Footage of Work:
❑ New Repair/Replace
Training/Education Fee $
CCF
DBPR $
CO/CC $
Notary $
Double Fee $
Zip:
emolition
Bond $
TOTAL FEE NOW DUE $ JS7r. . 7z
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, 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 COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a 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 reinspection fee will be charged.
Signatur Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
r
day of l`� 20 k q_ by iday of v 20 by
i'\� who i persly kno to ��' r ►1 �U.T t' who is p rsona�kZn to
me or who has produced as me or who has produced as
identification and who did take an oath. f , identification and who did take an oath.
NOTARY PUBLIC:, I �Li NOTARY PUBLIC:
i�
NINIIIIIfI /
c
Sign: N Sign:
Print: Print:
Seal: *� W Seal:
Notary Public State of Florida
i 0 a�+I:: * Jessica Hernandez
pIfjit�p; My Commission GG 112867
�,�4 t4j�A��� rrraw Expires06/08/2021
I yi►rrt►��t I ►�iH►NN,
APPROVED BY � � � Plans Examiner Zoning
Structural Review
Clerk
(Revised02/24/2014)
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknowledgement:
��` ��?�-i � i �► -�rrt , i IDS �1 �
Qualifier/Owner Signature Date Print Name
C_.
i =II
'a J
MARK03 MARK07 MARK06
IMPACT TECHNOLOGY IMPACT TECHNOLOGY IMPACT TECHNOLOGY o
S .. ACCORDION SHUTTER ACCORDION SHUTTER ACCORDION SHUTTER $
e, FL#12549.1 FL#12549.1 FL#12549.1 v r
DP:+100.5/ 100.5 DP:+152.5/-152.5 DP:+152.5/-152.5 0 M c
& SIZE:116"X104" SIZE: 82"X46 3/4" SIZE: 82"X46 3/4" ;'^ q N
ZONES ZONE:4 ZONE:5 C N
.. Z3LLm
m E u
anZOy o
V
E
Q
MARK04 MARK02
IMPACT TECHNOLOGY IMPACT TECHNOLOGY
ACCORDION SHUTTER 1ST FLOOR ACCORDION SHUTTER 2ND FLOOR M
FL#12549.1 FL#12549.1
DP:+152.5/-152.5 DP:+100.5/-100.5
SIZE:34"X34" SIZE:85"X92" >
ZONE:4 ZONE:4 t
v
WL
W Z
� N q
Q f
AUG 1 �p g
2
K J C
TT
so: so
MARK01 MARK08 • • •. MiRI;05
IMPACT TECHNOLOGY IMPACT TECHNOLOGY • �� "PACs TECHNOLOGY m o
CORDION SHUTTER ACCORDION SHUTTER • ••• •• • AtCgPOON SHUTTER ;
� �} S.oB—��1^��. FL#12549.1 FL#12549.1 FL#12549.1 No om
F ]i"IT TI':W v 1 DP:+117.8/, 117.8 DP:+152.5/-152.5 DP:+152.5/-152.5
881. SIZE:34"X34" SIZE:114X46-3/4"
M-�i SticrGs Vila e •• ••• •••
ZONE:4 • • •
•
• • • • • • •
V. • • • • • • • • •
APPII EO BY DATE . •• •. . • • . • L
70^!'N0 DEPT LL a
..
SLOG LAC • • • • • • • • • •
• •• •• • • • •• ••
SUBJECT 10 CCNIPL1fTICE WITH ALL FEU • • • • • • • ' •
STATE ANv CCUN i Y -K LZS AND REGULATIONS
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FL #
Application Type
Code Version
Application Status
r
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
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•
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•
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t Ztl Gtall-R6
Revision
2017
Approved
Impact Technology, Inc.
7610 W 20th Ave.
#20 & #21
Hialeah, FL 33016
(786)367-8740
impact.technology@ymaii.com
Nick Tarantino
impact.technology@ymaii.com
Category UEvalua
S•bc•teggry
Cimplian� Method from a Florida Registered Architect or a Licensed Florida
•••••• eer
• • • • ❑ Evaluation Report - Hardcopy Received
• •
••••••
FlovW Engineer or Architect Name who developed
M% %�aiuEtion Report
Florida License
••••••
gua&ty Assurance Entity
• •••
Quality Assurance Contract Expiration Date
Salidaled.By
• -
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Frank L. Bernardo, P.E.
PE-0046549
National Accreditation and Management Institute
12/31/2019
Jorge A. Pomerantz, P.E.
0 Validation Checklist - Hardcopy Received
FL12549 R6 COI Indeo.odf
Standard
Year
ASTM E1886
2005
ASTM E1996
2005
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
1994
Product Approval Method
Method 1 Option D
Date Submitted 10/20/2017
Date Validated 10/20/2017
Date Pending FBC Approval 10/24/2017
Date Approved 12/12/2017
Summary of Products
FL # '
Model, er or Name
Description
12549
A rdion Shutter
Accordion Shutter with Aluminum or Polycarbonate Blade
Its of Use
Installation Instructions
XLi
pproved for use in HVHZ: Yes
FL12549 R6 II Dwo .odf
Approved for use outside HVHZ: Yes
Verified By: Frank L. Bennardo, P.E. PE0046549
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: Reference installation instructions for additional
FL12549 R6 AE Eva) .odf
limitations of use.
Created by Independent Third Party..Yes
Back Next
Contact Us :: Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1),
Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here .
Product Approval Accepts:
®r_ M
Credit Card
Safe
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�11
:::'ACRDhON� SHUTTER
�C1E` ISGENgF".9
' WITH AEUMIMJM OR'POEYCARBONATE BLADES
_ 4; MO aEooassa�
ALLOWABLE SPAN SCHEDULE
MA%BLUM ALLOWABLE DESIGN PRESSURES
STATE OF
"• F
• • • • WINDOWSLADESOR
////QNAt-,,o
I,q�p • • LIGHTWEIGHT BLADES OR SHUTTER WITH STANDARD
• • • • UGHTIAEIGHTAWINDOW BTANDARW
1
S1AND/SID BLADES ONh BLADES AND ONE SINGLE.
• • • • • • • • • • • SLADE COMBINAT1ONt B-Y WINDOW BLADE'
1 OMO
- WIDTH uNUMITED
MOUNTING
TOP MOUNT
AS REQ'D SECTIONS
I
t{I
1
I
N
N
C
I
d
N
S
I
I
I
I
BOTTOM D UNT 1 L� `ACCORDION BLADES MAY BE
AS ALUMINUM, POLYCARBONATE,
OR A COMBINATION OF BOTH
TYPICAL ELEVATION
1 N.T.S. EXTERIOR ELEV
HORR
SECT.
SPAN SCHEDULE NOTES:
1. PRESSURES SHOWN IN "ALLOWABLE SPAN SCHEDULE' ARE MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH RESPECTIVE
SHUTTER SPAN.
2. 1 APPLICABLE FOR INSTALLATIONS UTILIZING ALTERNATING BLADE PAIRS/ WINDOW BLADE PAIRS Qe ONE PAIR OF ALUMINUM
BLADES WITH A PAIR OF WINDOW BLADES TO THE LEFT AND A PAIR OF WIND BLADES TO THE RIGH
3. ONLY APPLICABLE FOR INSTALLATIONS WITH ONE SINGLE WINDOW BLADE SLAT, AND THE REMAIN ER STANDARD BLADES.
MINIMUM GLASS SEPARATION
UGHTWEIGHT BLADES OR
VANDOW BLADES OR STANDARD/
SHUTTER WITH STANDARD BLADES AND
STANDARD BLADES ONLY
UGlfTWEIGMTIWINDOW BLADE
WINDOW BLADE COMBINATIONt
ONE SINGLE WINDOW BLADE'
PAN LESS
COMBINATXWt
THAN.
INSTALLATIONS 30'
INSTALLATIONS
INSTALLATIONS 30'
INSTALLATIONS
INSTALLATIONS 3V
INSTALLATIONS
INSTALLATIONS 37
INSTALLATIONS
ABOVE GRADE OR
MORE THAN 30'
ABOVE GRADE OR
MORE THAN 30'
ABOVE GRADE OR
MORE THAN 30,
ABOVE GRADE OR
MORE THAN 30'
LESS
ABOVE GRADE
LESS
ABOVE GRADE
LESS
ABOVE GRADE
LESS
ABOVE GRADE
7r
1.e6'
1.e6'
2.60"
2.90'
2.er
213^
ISO"
3.00'
90'
2.13'
2.13'
2.5
2.50'
2.63"
2.6r
4.500'
0'
3.
10e'
2.ee'
2.78'
260'
2.5W
2.63'
2.63"
4.50'
3.09,
12r
3.W'
3.OD'
CST
3.Or
1M•
3.00'
4.,l
3.I
1.Y
4.W
ff
3.00'
i
4,50'
3.00'
GLASS SEPARATION SCHEDULE NOTES:
1. SEPARATION FROM GLAZING SHALL BE MEASURED FROM THE PROTECTED FENESTRATION PRODUCT TO THE NEAREST POINT ON
THE INTERIOR SIDE OF THE SHUTTE WHICH MAY BE THE BLADE CENTERMATE OR LOCKING DEVICE
2: t APPLICABLE FOR INSTALLATIONS LIZING ALTERNATING BLAISE PAIRS/ WINDOW BLADE PAIRS le ONE PAIR OF ALUMINUM
BLADES WITH A PAIR OF WINDOW BLADES TO THE LEFT AND A PAIR OF WLND BLADES TO THE RIG
3. ONLY APPLICABLE FOR INSTALLATIONS WITH ONE SINGLE WINDOW BLADE SLAT AND THE REMAIN ER STANDARD BLADES.
4. GLASS SEPARATION IS REQUIRED ONLY WITHIN THE HVHZ, ASTM WIND ZONE 4, 61t ESSENTIAL FACILITIES.
GENERAL NOTES
1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE FLORIDA � �BUILDING � CODE SIXTH EDITION (2017), FOR USE
2. NO 3 1 3% NCREASE IN ALLOWABLE SS HIAS BEEN USED IN THE DESIGN OF THIS S S AND EM WIND LOAD DUitATION6FACTOR Cd-1.6 HAS BEEN USED
FFpOOpR W ANCHEOGRp DESIGN.
3. ACCOORRDANIN
CE WITH THE GOIE VERNING DE PRESSURIGN PRESSU E REDQUIRREMSENTW$ AS OTME�TERMINED TEM IN ACCORDANCE WIITH ASCE57 10 AND CHAPTER 1609 OF THE
FLORIDA
HEBUILDING
REIN WR A ASSC-MB D �ONH(2WN) SHALL BELESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES
4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR.
S. ALL �POLYCARBONATE PANELS SHALL BE EXTRUDED WITH THICKNESS)t-0.090' AND SHALL BE FABRICATED CFRROM 100% SABIC INNOVATIVE PLASTICS
6. THE SYSTEM DECTAPILED NERE X!N LS GENERIC AN02DOC3 NO APBRIOVIDETNf�OARMATION FOR AESPL-CIFIC SI7IE FOR $IT'ECOC'ONDMONSCDIFFEREENT FRROM T1E8.
CONDITIONS DETAILED HEREIN, A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONIUNCTION
WITH PEMITOLDH DOCUMENT. VERIFY THE AOE j.ACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS. WOOD BLOCKS (BY DTHERS) SHALL BE
ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE.
8. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY UNLESS NOTED OTHERWISE.
9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LADELED SAH THE FOLLOWING MINIMUM INFORMATION:
IKPACTTECHNOLOGY, INC.
MISSILE 2E0
VL20
3 ASTM E330 E1886 E1996
FLORIDA PRODUCT APPROVAL kUMBER
THIS IS THE MINIMUM LABEL INFORMATION A(-TUAL PRODUCT LABELS SH[A�LL COMPLY WITH ALL REQUIREMENTS OF THE FLORIDA BUILDING CODE,
IG INCLUDING
& BOTTOM D AILSSISHOWN MAY BE ]P TER INTERCHANGED AS FIEELD OONDITLT,DNS)DICTATE.
11. ALL
BOLTS OR WASHERS//"O POP RIVET ZINC COATEDSHALL BE SOSb 32 ALUHIIMM ALLOY OH OR STRONGER. STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH Of 60 K51.
12. ALLti IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED.
13. WALL HEADERS Y10, 13. 38 AND 39 AS SHOWN HEREIN MAY BE MOUNTED ON THE INTERIOR OR EXTERIOR OF AN OPENING.
14-1964
0
. . ••• . • . . ...
.. .. . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
00.572' TYP.
00. 0.090', 00.57
t-�0.365" •�3�"� • • • •
ALUMINUM KNU_% • •
STANDARD BLADE 2 WINDOW•ILQDE '.•
N.T.S. 6063-T6 N.T.S. 6063-T6/POLYCARBONATE
E ADAPTER
N.T.S.
in 0.100'
�- 0.4
{-1" o.o6z•
0.052' �i-
5/8'+-{
2LL13��/11{6"
N.T.S.E
WAL
}�1soD"
I0.05 o
000 k�r QPjiO HANDLE 0.066'
•• ••• 0.300" `
• • • • 4w
HERMAPHRODITIC
/N;GLNjFRMATE
N.T.S. 6063-T6
�-113l1
_FLAT STARTER BLADE
N.T.S. 6D63-T6
0,065"
n
0.073"
M 0.073" 0.06$•
MALE CENTERMATE S FEP
N.T.S. 6063-T6 N.T.S.
O`
n rGUARD LEG
` T S/8. -
9 CEILING HEADER
N.T.S. T 6063-T6
3 13/16'
0.0.06 I.
065'
0.073" m n 0.073'
L .065•
t---1 13/16" f
0.062'
Levu uv
1; 5/8'
37 ALT. CEILING HEADER
N.T.S. 6063-T6
0.125"
0.058` 0.058" � ry }- 1 11/16`-
a 1/2'
0.120' I
AL RAIN OPTIONAL n
LEG -�O. N .�. N 2" 0.062" RAIN GUARD n 0.055" 15/32'
`M. * 0.049" LEG
1-. -1- 79/32"
--11/2'--11/6"-{-11/2'--� 5/8wf--t '~ -------
ADJUSTABLE - 23/32"
ALT. ADJUSTABLE BUILD -OUT ADJUSTABLE
11 SILL TRACK BOTTOM 12 ILL TRACK BOTTOM 13 WALL HEADER 14 SILL TRACK TOP
N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6 N.T.S. 6063-T6
0.076'
70
0.076" 0.047" 0.062"
`
0,100" 0.062"
.1--�-- 3 7/16' --�
5 WALL SILL T 16 WALKOVER TRACK
N.T.S. 6063-T6 N.T.S. 8063-T6
TTI-1 1133�/16"-1
112"r' OBI
N.T.S.
2 3/16`--{
0.062" 0.100" Q
u OA76" �
w 1 10.125"
0.062" a' 1'
0.065" 0.062"
0.052"
-+ }-}- 5/8"
HIGH IMPACT HIGH IMPACT 213/16"
[1 CENTERMATE �1 CENTERMATE INSERT p ALT. WALL HEADER
2 7 N.T.S. 6063-T6 V N.T.S. 6063-T6 3o N.T.S. 6063-T6
2 3/�88-
0 0.12$"
HEADER SIDE MOU
N.T.S. 606
}--313/I6- 7`�-�
���� I 2w
0.125" 1
BUILD -OUT
r1 HEADER SIDE MOUNT
'�'� N.T.S. 6063-T6
�LL-:..BEN
PEDDA4�9 , A .
N04 f!E
10/:20y20 * -
'AN
3 13/16'
t 0.120"
D.o6z" 2 - }
14-1964
scut: -
D.D49"
t-f 5/Sw
PAGEpescDTIom:
ALT. BUILD -OUT
39 WALL HEADER
N.T.S. 6063-T6
rC�i
C�
4"
1 3/4'-I
17 RECESSED TRACK
N.T.S. 6063-TS
0.200• 0,2000 (a
114�0 'm
i
L I
N.T.S. / NYLON
0.480"�
0.089,
010"
00.456"
00.630"
j
0.137" } 0.254"
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
• .
... . • • •. . • •
. . • • •
• • • • • • • • • •
• • • • • • • • ••
• •-�1.965"�4r.y • • • •
Goo 000 go
i
y
0.08D' 0 13/16'
#0.9 . �"tt IBC, : • •
• • • •
1.3 0" • • .00 • • • -1 1/4.4 1/2
PU;
N.T.S.
#10 410 S.S. SCREWS
WITH 1/4" HEX DRNE 0.332"
k332'
0.153'
0.180 ,
0.180"
iv
l
BEA/,��''.
niL +
t
Q gyp- .• 0
M33.
0.200' PQ'• �ST TF1y0 _.
p \
0.435" ._ V
19 WHEEL CARRIAGE 20 KNUCKLE SCREWER S _ 21 WASH
N.T.S. NYLON/STAINLESS STEEL N.T.S. STAINLESS STEEL N.T.S. STAINLESS STEEL
}--1.365"-{ 0.116"-{}-
T o
e
�i
1 0.334"
0.700'
0.290"
n LOCK EMLY ASSB
LJ H.T.S. ZINC ALLOY/STAINLESS STEEL
0.600"
0.232" 01.010'
00.456'
00.630'
0.137' -_ �� 0232" eo-
LEFT LOCKING RIGHT LOCKING
n ARM BUSHING ARM BUSHING
LJ N.T.S. NYLON L� N.T.S. NYLON
T
'375'
° lr-
L
0. 125" S��nl
0.115"7 f
5• i } --- 5.111.
"x5"x0.125" ANGLE"x5"x0.125" ANGLE n_CLEVIS AND PIN
27 N.T.S. 6063-T6 LC) N.T.S. CADMIUM PLATED STEEL
24 LOCKING ARM
N.T.S. 410 STAINLESS STEEL
35 2"x2"x0.125" AN N.T.S. 6063-T6
T
L0.125"
3'�
N.T.S.
OPTIONAL
ROD SLOT 0.066"
t 0.070"
0.300. ' _-%
ALT. HERMAPHRODITIC
40 CENTERMATE
N.T.S. 6063-T6
ZONAL
E PLATE
4- 0.594"
a
m
t
34 HOOK BOLT DEAD LOCK
N.T.S. ALUMINUM
a0
a M
sm z
ow W
ti0
a
Q w�
O
go g
�!J
HN^'v ZS�
u~iLLg Ono
i 9d°�n
Qe 0 O T o
<i3
f�
14-1964
m
{— 3.005"
f •o,
0.064" TYP.
4.633"�
ALT. ADJUSTABLE
41 SILL TRACK BOTTOM
N.T.S. 6063•T6
0.605, t- I
—ZO.06'2t'o
0.068"
o
.047"
-1— 1.034"-4-1.82S"—+0.807"}
1
3.665"
43 ALT. WALKOVER TRACK
N.T.S. 6063-T6
. . ... . . . ...
. . . . . . . . . .
. . ... . . . . .. .
• • • • • • • • • • •
• • • • • • • • ••
• • • ••• ••• ••
• • • • • 3.200"
• • ��.
•• • 9
• • 070•• • • STOP. U.O.N.
0.060"
ALT. ADJUSTABLE
^^ff SILL TRACK TOP
4L N.T.S. 6063-T6N.T.S. 6063-T6
EXISTING MIN. SEPARATION FROM
STRUCTURE GLAZING- PER GLASS
1/4" MAX. (REF.PSSHT 1) SCHEDULE
FASTEN STARTER
1- EXISTING
CHANNELTO
GLAZING
TRACKS W/(2)
%1OACH SCREWS
T
- USE APPROPRIATE STARTER
EACH CORNER
{\—
CHANNEL TO PROVIDE SIDE
CLOSURE FOR BUILDOUT
WALL MOUNT
COND1T10N5
CONDITION
3 33
HORIZONTAL SECTION
2
W FLOATING STACK
4
N.T.S. HORIZ SECTION
4'
00.290" 0.046"
00.572'
44 LIGHTWEIGHT BLADE
N.T.S. 6063-T6
EXTERIOR
1/4" ITW TAPCON W/ 1-3/4"
MIN. EMBEDMENT AND 1"
MIN. EDGE DISTANCE TO
3192 PSI MIN. CONCRETE,
SPACED 4' O.C. MAX.
- JSo
ACCORDION SHUTTER 1
SYSTEM PER PRODUCT
APPROVAL
2"x3".O'125" 6063-T6 H �� �-1/2" MAX
ALUMINUM ANGLE I
#14 410 316 SS SHEET METAL
A
SCREWS OR 1/4"0/4" 316 SS
MACHINE BOLTS AND NUTS (WITH
5/8' MIN WASHERS) SPACED AT 8"
1 1/2" 1 1/2'
O.C. MAX.
ALLOWABLE DESIGN
,EXISTING 3192 PSI
PRESSURES FOR DETAIL 1/4:
MIN CONCRETE
SPAN: MAX DESIGN PRESSURE:
72' +80.3pN2-00.3P!
90• .64.2 Pa 1-641 PA
' NOTE: MAXIMUM ALLOWABLE SPANS AND toe'
126,M5.9 ♦ .
DESIGN PRESSURES FOR THIS MOUNTING
144" N0.1 w I j".1 Pd
CONDITION PER TABLE BELOW.
1 BUILD-UP WALL MOUNT
4 N.T.S.
VERT SECTION
EXISTING
STRUCTURE
ANY ANCHOR FROM
ANCHOR SCHEDULE O \
18" O.C.
LE+000K ASSEMBLY WITH MALE/FEMALE v
(,% ES SHOWN (MAY BE SUBSTITUTED WITH HIGH PUSH-BUTTON LOCK,
CENTERMATES WITH HOOK LOCK ASSEMBLY OR 5/16' THREADED BOLT
'HRODITIC CENTERMATES WITH PUSH-BUTTON LOCK) WITH PLASTIC HEAD
OR THUMB TURN LOCK
NOTE: SEPARATION FRPOARaZING SHALL BE MEASURED
Fi6iU {L9RQ7LiF9'FCNESTRATION PRODUCT TO THE
NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER,
WHICH MAY BE THE BLADE, CENTERMATE, OR LOCKING
DEVICE
TRAP MOUNT
CONDITION
ALUMINUM
BLADES
rZ
)1f 7
14-1964
8
• • • • • • • • • •
• • • • • • • •
• • • • • • • • • 000
.
.
.
.
.
. .
.
.
. .
EXISTING.
[STTNG
.
�
•
• •
STRUCTURE
MIN. SEPARATION FR01
•
• •
•
•
•
•
GLAZING' PER GLASS
•
•
•
• • •
• •
SEPARATION SCHEDULE
f�210R
1/4" MAX. (REF. SHT 1)
FASTEN STARTER
EXISTING
CHANNEL TO
GLAZING
• •
•
•TRACKSW/YlOx1Yi"SCREWS
-USE APPROPRIATE STARTEREACH
),o
CORNER <
CHANNEL TO PROVIDE SIDE
LOSURE FOR BUILDOUT
WALL MOUNT
CONDITIONS
��
CONDITION
I
HORIZONTAL SECTION
1 W ALUMINUM BLADES
Jr N.T.S. HORIZ SECTION
EXISTING
MIN. SEPARATION FROM
j STRUCTURE
GLAZING' PER GLASS
SEPARATION SCHEDULE
f
1/4" MAX. (REF. SHT 1)
1
( FASTEN STARTER J.
EXISTING
TO
GLAZING
CHANNEL
TRKS W/(Z)
4 ClOx" SCREWS
USE APPROPRIATE STARTER
EACH CORNER
CHANNEL TO PROVIDE SIDE
WALL MOUNT
—
CLOSURE OSURE FOR BVIlAOUT
CONDITIONS
" CONDITION
HORIZONTAL SECTION
z W WINDOW BLADES
S N.T.S. HORIZ SECTION
- N*r� _
`ALUMINUM
BLADES
EXTERIOR 61/Z" MAX.
-
L-HANDLE LOCK ASSEMBLY WITH MALE/FEMALE
CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HIGH
IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR
HERMAPHRODITIC CENTERMATES WITH PUSH-BUTTON LOCK)
*NOTE: SEPARATION FROM GLAZING SHALL BE MEASURED
FROM THE PROTECTED FENESTRATION PRODUCT TO THE
NEAREST POINT ON THE INTERIOR SIDE OF THE SHUTTER,
WHICH MAY BE THE BLADE, CENTERMATE, OR LOCKING
DEVICE.
INTERIOR
EXTERIOR
BLADES
6 1/2" MAX. -
L-HANDLE LOCK ASSEMBLY WITH MALE/FEMALE
CENTERMATES SHOWN (MAY BE SUBSTITUTED WITH HIGH
IMPACT CENTERMATES WITH HOOK LOCK ASSEMBLY OR
HERMAPHRODITIC CENTERMATES WITH PUSH-BUTTON LOCK)
z Q
EXISTING
STRUCTURE
�q
ANY ANCHOR FROM
ANCHOR SCHEDULE
18" O.C.
TRAP MOUNT
CONDITION
STRUCTURE
ANY ANCHOR FROM
ANCHOR SCHEDULE
18" O.C.
TRAP MOUNT
CONDITION
O :6
t CD
V.oH.
Wx•
�w W
O
1 14-1964 1
SO
. • ••• • • • •••
•• •• • • . •• •• •
. . . . . . . . . .
• • • • • • • w
• • ••• • • • • •••
• •
w
EXISTING • • •
SEPARATION FRO• • • •
••
• • • •
••
• •
•NO•E: SEPARATION FROM GLAZING SHALL BE MEASURED
UCTURE GLAZRiG' PE GLASSMIN.
SCHEDULE • • •
• • •
• • • IOR
•
FFOOTHE PROTECTED FENESTRATION PRODUCT TO THE
�900ICH POINT
CENTERMATE,
F.SHSEPARATION
• • •
THE BLADINTERIOR
OR LOCKINGEVICE.
ANY ANCHOR FROM
ALT. LEG \
DIRECTION EXISTING
I GLAZING
ANCHOR SCHEDULE
® IB" O.C.
*10x%' GALV OR S.S. SMS,
1"xi"x0.055", 1"x2wo.055",
3/16' ALUM POP RIVETS, OR
1"x2S'W'055", 1"x4"X0.055"
):"•20 THRUBOLTS O 12" O.C.
2"x3'4.055% 2N4"x0.055"
B
OR 2"x %:O.12S"6063-TS
ALUMINUM ANGLE
ALTERNATE
WALL MOUNT
CONDCTION
• • • • • • • • • • • • COMBINATION OF ALUMINUM AND
• • • • • • • • WINDOW BLADES. ALUMINUM AND
• • • • • • • • WINDOW BLADES MAY BE ALTERNATED,
OR INSTALLED ADJACENT TO SIMILAR
• •n • • L�� w ! BLADES IN ANY COMBINATION
•
EXTERIOR
HORIZONTAL SECTION
L-HANDLE LOCK ASSEMBLY WITH
1 W COMBINATION BLADES
MALE/FEMALE CENTERMATES SHOWN
(MAY BE SUBSTITUTED WITH HIGH
N.T.S. HORIZ SECTION
IMPACT CENTERMATES WITH HOOK LOCK
ASSEMBLY OR HERMAPHRODITIC
NOTE' LOCKS MAY BE MOUNTED ON
CENTERMATES WITH PUSH-BUTTON LOCK)
INTERIOR OR EXTERIOR SIDE OF SHUTTER.
—PUSH'BUTTON LOCK,
5/16"THREADED BOLT
3
WITH PLASTIC HEAD
OR THUMB TURN LOCK
ALT. HERMAPHRODITIC
r2 CENTERMATE
6 N.T.S.
HORIZ SECTION
ALT. HIGH IMPACT
3 CENTERMATE
N.T.S. HORIZ SECTION
ALUMINUM OR
WINDOW BLADES
MIN GLASS SEPARATION
_
PER SCHEDULE (SHEET I)
#lOx2" 410 S.S.
f10x2' OR 3" 410 S.S.
SCREW W/NYLON
SCREW W/ WASHER
(TOP AND BOTTOM)
BUSHING AND WASHER
1/4" MAX
%(( EXISTING PASS 7
WINDOW SILL (WOOD,
'
GRANITE, MARBLE, ET
I' EXISTING
aALUMINUM
SPACER TUBE
x%' MIN
ff�'2"x1"x'�"MIN 6063-T6
T6 ALUM ANGLE
OR CONN. TYPE C6
BOLTS ONLY. SEE
ULE FOR SPACING
PASS THRU
�1 WINDOW DETAIL
(� N.T.S. VERT SECTION
1/2"
EXISTING
STRUCTURE
ANY ANCHOR FROM
ANCHOR SCHEDULE 0
18' O.C.
(2) ANCHORS PER ANGLE (USE ANY
ANCHOR FROM ANCHOR SCHED)
s12xDj" GALV OR S.S. SMS,
3/16" ALUM POP RIVETS; OR
1/4%20 THRUBOLTS O 12" O.C.
TRAP MOUNT
CONDITION
. BENNARDO, P.E.
9 S49
o
>a�a
awgl�
tmii�s;;xx
WS•
3 rL
in W d z
ow w
'Do
CO
o
mLL
...I
Z
a
>O
(3) *121' SMS OR 3/16"
ry
w 2
ALUM POP RIVETS EACH
= Z a
ANGLE TO TUBE
(J a-" n
0
f' H. m n
(2) 2"x2°xO. 125"
ALUMINUM
F•- $
= J
O g p
� ANGLES
ANGLES AT TOP AND
BOTTOM OF EACH TUBE
C.�
o z0
00.
O
ALUMINUM TUBE AT CORNER
STANDARD
5 CORNER CLOSURE
e
_
6 N.T.S. HORIZ SECTION
(2) ANCHORS PER ANGLE (USE ANY (3) *12x1/2' SMS OR 3/16"
ANCHOR FROM ANCHOR SCHED)
ggi
ALUM POP RIVETS EACH
y
4 ANGLE TO TUBE
(2) 2'x2"x0.125"
012x)4" GALV OR S.S. SMS, - 6063-T6 ALUMINUM
3/16" POP RIVETS, o ANGLES AT TOP AND
Y
-
ALUM OR
S'i -20 THRUBOLTS @ 12" O.C. D BOTTOM OF EACH TUBE
f
6
14-1964
SCAR
2"x2"xO.125" 6063-T6 Pwii oesae: Qm
ALUMINUM TUBE AT T CORNER
ALTERNATE
6 CORNER CLOSURE
N.T.S. HORIZ SECTION ro
1/2" MAX
# IDx2' OR 3" 410
S,S. SCREW W/
NYLON BUSHING
AND WASHER
_ MIN GLASS SEPARATION
PER SCHEDULE (SHEET I)'
# IOx2" OR 3"4I0 S.S.
SCREW W/ NYLON
BUSHING AND WASHER.
Tl/2" MAx
�ANCHORI
REF, ANCH
WAI
1 WAL
_ MIN GLASS SEPARATION
PER SCHEDULE (SHEET 1)
#lOx2' OR 3' 410 S.S.
SCREW W/ NYLON
BUSHING AND WASHER —
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
.,,IHHIHI,,.
Be A E.
11
• • • • • • • • • V� Q i
TYPE C2 • • • • • • ANCHOR CONN. TYPE C5
EDULE • • • RE! •NCHOR RC• �OOAl�n I;
EMB , / EDGE _t ANCHOR N. TYPE Cl
DIST. j REF. ANCHOR SCHEDULE-
CARRIAGE
/ ASSEMB Li OTEWY .EQ EQ._ EMBE 1' MAX, '0 T
• •• • 13 9 -WHEEL CARRIAGE ��Q O. Off• �'/ OTHERxNUCXIf• • • • • • .0
• • •453ENBLWHE� AFRAGE 7EVERY ASSEMBLY AT EVERY i • . , ,o
#lOx�" #IOx2"4105.5. OTHER KNUCKLE �I
---�rSC0.EW / R • • 4DTH KRUCKLE SCREW W/ WASHER iXIOX22!0
_ 9i ® ° ) • • • • • • • I SCREW W/ S.S. La LL C LL N
(TOP AND BOTTOM) W I (TOP
D WASHER IjJ v]
MAX #]Ox2" OR 3" 430 � t ('i0P AND BOTTOM) w ow
S.S. SCRftV W/ 1/4" MAX X2" OR 3" 410_ Z/r�¢1� �> U .._m
NYLON BUSHING S.S. SCREW W/ 1/4' MAX LJ UA, <Q< m i $
1 2 AND WASHER NYLON BUSHING ZX « a W
ALUMINUM OR M GLASS SEPARATION �I 2 AND WASHER IUU ' w
ALUMINUM OR 12 u W�1lz
WINDOW BLADE$ —p SCHEDULE (SHEET 3) WINDOW BLADES _ MIN GLASS SEPARATION ALUMINUM OR t�Yi xm W
PER SCHEDULE (SHEET I) WINDOW BLADES 0 w
#lOx2" OR 3" 410 S.S. ,p
SCREW W/ NYLON #10x2" OR 3" 410 S.S. ~
BUSHING AND WASHER SCREW W/ NYLON
#lOxl/2" SELF KILLING BUSHING AND WASHER (,
SCREWS 012" C. MAX, H
STAGGERED ONT AND BACK.
-f— A
(AX I 1/4" MAX I/4" MAX
w n
=7 1 0
Ci t
ti= ANCHOR CONN. TYPE C3 1 O w ~ O
REF. ANCHOR SCHEDULE Z z m
ANCHOR CON . TYPE 11 = n
w
REF. ANCHOR CHEDULE ~ EQ. EQ. Lu N < N
��\\\\\ EQ. C-Q.
7YP _
HE
EMBED.
\BE
BE
1»-.L _ \�'.�. EDGE DIST. Q 3 i Z a4 9 a
ADER CEILING HEA B.O. WALL HEADER E s a i 3
;ILL TRACK z SILL TRACK 3 WALKOVER TRACK
VERT SECTION 7 N.T.S. VERT SECTION '] N.T,S. VERT SECTION
i 2
ALUMINUM OR
A
1 2 WINDOW BLADES 1 2
ALUMINUM OR _MIN GLASS SEPARATION ALUMINUM OR
WINDOW BLADES PER SCHEDULE (SHEET 1) WINDOW BLADES
#IOx2" OR 3" 410 S.S.
#lOX2' OR 3' 410 SCREW W/ NYLON v $�
S.S. SCREW W/ BUSHING AND WASHER qq
#10x2" 410 S.S. NYLON BUSHING SCREW
SCREW W/ WASHER AND WASHER 1/4'. MAX 1 4' MAX
(TOP AND BOTTOM)
'MAX .9.3 FR
�..,_EQ4
#10x2"410 S.S.YY CON I" MIN.+1•MIN. { SCREW W/ WASHER Mffu\AN01OR PER ANCHOR T(TOP AND BOTTOM)
SCHEDULE SPACED AT
12" O.C. MAX EMBE ANCHOR CONN. TYPE C6 EDGE i -
R
\� • -..�\\ REF. ANCHOR SCHEDULE EMBED. DISL,�
_ . N� 'N ."
EMBED. Mom• TO ANCHOR CONN. TYPE C5
EXISTING CONCRETE CONCRETE —} #10xl/2" SELF -DRILLING ANCHOR CONN. TYPE C4
EDGE REF, ANCHOR SCHEDULE S"xYe' or S"xY4" 6063-T6 SCREWS 012" O.C. MAX, REF. ANCHOR SCHEDULE
HOST STRUCTURE ALUMINUM PLATE STAGGERED FRONT AND BACK. 14-1964
(3KSI MINIMUM) EXISTING CONCRETE
...:
MOST STRUCTURE ALT. ADJUSTABLE SILL TRACK PAGE OEicAAVT[ox:
(3KSi MINIMUM)M) 5"x1/4" OR 5"X1/8" PLATE TO 5 TH RU-FLANGE INSTALLATION
4 RECESSED FLOOR TRACK s EXISTING HOST STRUCTURE N.T.S. VERTSECTION �2
7 N.T.S. VERT SECTION
7 N.T.S. VERT SECTION
ANCHOR CONN TYPE CI
.1. ANCHOR SCHEDU�/
1" MAX.
WHEELCARRIAGE
ASSEMBLY AT EVERY
OTHER KNUCKLE
#10f OR 3" 410
S.S. SCREW W/
NYLON BUSHING
AND WASHER
MIN GLASS SEPARATION _
PER SCHEDULE (SHEET I)
*10x2" OR 3" 410 S.S.
SCREW W/NYLON
BUSHING AND WASHER
.
.
:..
.
.
.
...
..
..
.
. .
..
..
.
. .
.
.
. .
. .
.
.
.
.
...
. .
.
.
...
. . . . . . . . . . .
• • • • • • • • ••
6063-T6 AWMIYUM#NGBE, • • • • •
2"x2"x0.125"MUNIMUMp • • • • • • • • •
2"XS"x0.125" MAXIMUM.
EXISTING WOOD STUDS
(G-0.55 MIN.) SPACE
AT 24. O.C. MAX.
IN. CONN. TYPE C6
(2) 5/16" LAG SCREWS W/ 2" MIN.
ICHOR SCHEDULE • • E7(19�ING VbSD RAiRL1(! • •
THREAD PENETRATION AND 3/4" MIN. -1-
• • • •(G+�.SS�•tIN!1 SPACED •
EMBED.
EDGE DISTANCE PER RAFTER
2.1/4" MIN. '^ F
• • • • • • Al t4" .C.4hJtX.
230�Y �0 SS. • • • • _
_ ._ END DISTANCE
.) VI! WrSHI) • • •
m
• (TO�ANaBOTTEM) • • • • •
TOPA
WHEEL CARRIAGE �
1
ASSEMBLY AT EVERY 1
- SIB-TYP.
OTHER KNUCKLE -i-
5"xY4" OR 5"XYe" 6063-T6 ALUMINUM
ClDx2' 430 S.S.
MAX
PLATE OR 2"XS"XY" OR 2'XS"XY.'
SCREW W/ WASHER
6063-T6 AWMINUM ANGLE, 6' MAX
9 3
P (TOP AND BOTTOM) EMI
OVERHANG BEYOND RAFTER u
= --
1 2 914 410 SS SHEET
1/4" MAX
ALUMINUM OR METAL SCREWS SPACED
WINDOW BLADES AT 11" O.C. MAX
#IOX2" OR 3' 410
1 2
S.S. SCREW W/
ALUMINUM OR.
NYLON BUSHING
ANO WASHER
WINDOW BLADES 2-114" MIN.
END DISTANCE
_ MIN GLASS SEPARATION I
PER SCHEDULE (SHEET 1) ---1t}
NOTE: MAXIMUM ALLOWABLE SPANS AND
DESIGN PRESSURES FOR THIS MOUNTING
CONDITION PER TABLE BELOW.
ALLOWABLE DESIGN PRESSURES ALLOWABLE DESIGN PRESSURES
n S FOR DETAIL 2/8 WITH i'4" FOR DETAIL 2/8 WITH 3L"
ALUMINUM PLATE/ANGLE: ALUMINUM PLATE/ANGLE:
SPAN: LUX OESIGH�PRESSURE: SPAN: NAX DESIGN PRESSURE
T2" +724.8 pd/-124.S Pd 72- +T1.7 P0141.7 Pd
\ 90- +99.epd149.4p 9w +67.3 pd1.67.3 Pe
1pe" +832Pd/432 f06' A .6
ANCHOR COMM. TYPEC4 / t26' M12 /-T1.3 pd 128" -4 >•P
REF. ANCHOR SCHEDULE- �#10x1/2"SELF-DRILLNG 144" "42.4pd142Apd 144" +35.epd/-35.8pd
SCREWS 012" O.C. MAX, "A�4
STAGGERED FRONT AND BACK. 5"xl/T" OR 5"X1/8" PLATE
2x5" ANGLE W/ CEILING HEADER z TO EXISTING RAFTERS
1 ALT. ADJUSTABLE SILL TRACK 8 N.T.S. VERT SECFION
$ N.T.S. VERT SECTION
#IOx2' OR 3' 410 S.S. ANY TRACK
" SCREW W1 NYLON SHOWN HEREIN.
BUSHING AND WASHER o 0 0 0 o E
I 1/4' MAX o °
CHORS AND MAXIMUM SPACIN
1 T PER ANCHOR SCHEDULE ANCHORS
F " SHALL E SPACED AT A MINIMUM OF
.1111111,.
BENNAADO, P.E.
.� •';GEM _
(3) 5/16" LAG SCREWS Wl 2" MIN.
THREAD PENETRATION AND 3/4" MIN.. LAG
EDGE DISTANCE PER STUD O E.
1"x4"0.125' 6063-T6
-ALUMINUM TUBE .p ..O s(ATE
ox[� . FLOW • , w M � a
#14410 SS SHEET fl ` '•.F',m 0
METAL SCREWS SPACE ''/SS10N 1 ��
A
T 3" MAX. tlll llltt WW rU= g:
q�4 Va
MAX WHEEL CARRIAGE (' g k4 LL W u. �
ASSEMBLY AT EVERY Z
OTHER KNUCKLE x'y O W
W O
#`10x2' 410 S.S. D w
103 SCREW W/WASHER
(TOP AND BOTTOM)
W
1/4 MAX !7
10x2" OR 3" 410
S.S. SCREW W/
NYLON BUSHING
AND WASHER
_ MIN GLASS SEPARATION
PER SCHEDULE (SHEET I)
# lOx2' OR 3" 410 S.S.
SCREW W/ NYLON
BUSHING AND WASHER
2-1/4" MIN. 1 4" MAX
END DISTANCE
m
MAX 1
t14 410 SS SHEET
EMBED. METAL SCREWS SPACED
O.C. MAX.
ma,
1n 1"x4"x0.125" 6063-T6
7- ALUMINUM TUBE
XISTiNG WOOD STUDS (3) 5/16" LAG SCREWS W/ 2' MIN.
READ PENETRATION AND 3/4" MIN.
(G-0.55 MIN.) SPACED TH
AT 24" O.C. MAX. EDGE DISTANCE PER STUD
NOTE: MAXIMUM ALLOWABLE SPANS AND
w ANY TRACK SHOWN DESIGN PRESSURES FORTH MOUNTING
s
1 HEREIN, SEGMENTED TO 3" O.C. CONDITION PER TABLE BELOW.
v�i F ACCOMODATE CURVE.
EQ,rQ.� MAYC E TAG( WELDEDK SEGMENT �ONS ALLOWABLE DESIGN
° THE CENTER OF THE TRACK. PRESSURES FOR DETAIL 3/8:
EDGE o SPAN. MAX DESIGN PRESSURE:
EMBED!'.._. ° 7Y +111.5 pd/-111.6 Pd
ANCHORS AND MAXIMUM SPACING PP 9. 402
#10xl/2" SELF -DRILLING' _ ANCHOR CONN. TYPE C4 PER ANCHOR SCHEDULE, WITH A 168"
SCREWS 012" O.0 MAX, .REF. ANCHOR SCHEDULE MINIMUM OF (2) ANCHORS PER 128^ +8t2 Pd/43.7 pd'
STAGGERED FRONT AND BACK. TRACK SEGMENT. ANCHORS SMALL 741r +424p /a6.7pd
BE SPACED AT A MINIMUM OF 3' O.C-
ALT. ADJUSTABLE SILL TRACK OPTIONAL CURVED TRACK V'xWW.125" TUBE TO
a THRU-FLANGE INSTALLATION rF�\ W/ & W/O SEGMENTED SECTIONS s EXISTING WALL STUDS
8 N.T.S. VERT SECTION 8 N.T.S. PLAN VIEW 8 N.T.S. 'VERT SECTION
ALUMINUM
OR
WINDOW BLADES
C7 5
0 ma
1 >
Z� n zzOg.
S W q
W N o a
m O V
w LL� O S O
CL a-�'O Oto
�nSa az3
�a
14-1964
rM
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
• • • IS • • • • • • •
-MAX SUPPORT BEAM SPAN PER A1}ROj-j1 SINEDULE-�-�--t • • •
IMEDIATE
OM
bulP .l CLAM
1 ELEVATION WITH STORM BARS
9 N.T.S. EXTERIOR ELEV
BEAN
DESIGN SCHEDULE
BEAM SIZE
SHUTTER SPAN
BEAM SPAN
ALLOWABLE
DESIGN
PRESSURE
TOP BEAM
BOTTOM
BEAM
INTERMEDIATE
BEAM
2'xr.0.125'
61•1),
9'-S"
14.0 PSF
74.0 PSF
37.0 PSF
614"
C-1'
73.0 PSF
73.0 PSF
]GO PSF
1w-0'
r_w
73.0 PSF
73.O PSF
36.0 PSF
2'x6'x0.072"M.224"
51-r
14'-W
60.4 PSF
61.0 PSF
342 PSF
6'•0"
1114`
$1.0 PSF
63.1 PSF
30.9 PSF
101-0"
10'.4"
51.1 PSF
$2.3 PSF
30.6 PSF
2"x9"x0.07T/0224"
16'-0"
59.4 PSF
60.6 PSF
29.7 PSF
If
1Y•6-
66.3PSF
a"A PSF
262 PSF
I B_w -
11'-Y
66.5 PSF
79.. PSf
21.1 PSF
., tit I#,,
(2) 8" TANG 2"x2"xO.125" 6063-T6
' -
x �Do, P.E.
/
/
/�'
ALUMINUM ANGLES PER BEAM END. QC1":
(3) 1/4'.20 410 SS �` fj' 0
��.-
S49''"
ri
THRU-BOLTS PER BEAM END 6063-T6 ALUMINUM _ LL jS0
BEAM AND LIMITATIONS
EQ EQ OF USE PER BEAM _
DESIGN SCHEDULE -O '•,
SF
qp
CJ A
�i FSS`/Of.
^
ALTERNATE LEG
DIRECTION
-ANCHOR CONN. TYPE C6
i ! REF. ANCHOR SCHEDULE ////III
} m dF
jLL gN
/
I 1/2' MIN.
WHEEL CARRIAGE
Ll
I
Z w( C Ul gggq w F5
`"(���I``""-- WASSEMBLY
AT EVERY
OTHER KNUCKLE
UI 1HOST
Z q w
/STRUCT/U/RE
9 3 Y lOx2. 410 8.8.
SCREW WASHER
rc rA
u w P
-A a - D
D
(TOP AND BOTTOM)
K `s W
(3) ANCHORS PER ANGLE:
1/4-20' POWERS
.
tl Ox2" 00. 3' 410
�+ 1/4" MAX•
S.S. SCREW WJ
O
O W ,
CALK -IN ANCHORS WITH
7/6' MIN EMBED, 3"
NYLON BUSHING
AND WASHER -
SPACING, AND 2- 1/2
1 2
Z
MIN EDGE DISTANCE TO MIN GLASS SEPARATION ALUMINUM OR
CONS UM -PER SCHEDULE (SHEET 1) WINDOW BLADES N
• OR 1/4" ELCO iq3
LD
CRETEFLEX ANCHORS J
WITH 1-3/4" MIN NOTE: MAX DESIGN PRESSURE AND MAX
EMBED, 3" SPACING, SHUTTER SPAN PER BEAM DESIGN SCHEDULE J
AND D 13" MIN EDGE 0
DISTANCE TO 33SOPSI Z 5 " w z O
MINIMUM CONCRETE TOP SUPPORT BEAM < r $
N.T.S. PERT SECTION
9 A
LL< 080
*I0x2' OR 3" 410 S.S.
SCREW W/NYLON �.c O u g o
BUSHING AND WASHER-,,"S n V "
(3) ANCHORS PER ANGLE: -x a
• 1/4.20- POWERS MIN GLASS SEPARATION <
CALK -IN ANCHORSWITH -,
7/8' MIN EMBED, 3" PER SCHEDULE (SHEET 1) A10x2" 410 S.S. <i
SPACING, AND 2-1/2' SCREW W/ WASHER Q
MIN EDGE DISTANCE TO (TOP AND BOTTOM)
39S1 MINIMUM / (2) 8' LONG 2'72"x0.125" # Q
CONCRETE 6063-T6 ALUMINUM 1 2
• OR 1/4" ELCO fq
/ ANGLES PER BEAM END. 1/4" MAX
CRETEFIEX ANCHORS /1 ALUMINUM OR
WITH 1.3/4" MIN / (3) 1/4'-20 410 SS ll WINDOW BLADES RR
EMBED, 3"SPACING, - THRU-BOLTS PER C F ?
AND 2.1/2" MIN EDGE 33
DISTANCE TO 335OPSI !4' rBEAM END 9 a S
EXISTING HOST
G_ /OST
i 1/2" MIN. REF. ANCHOR SCHEDULE
i I
UCTURE
j .6063-T6
ALUMINUM
1 I BEAM AND LIMITATIONS
im
j
EQ. EQ. OF USE PER BEAM
p•
jjU
DESIGN SCHEDULE.
NOTE1 MAX DESIGN PRESSURE AND MAX
14- 19 64
SCALE: -
►AO9 o6SCRiI7I0N:
SHUTTER SPAN PER BEAM DESIGN SCHEDULE
3 BOTTOM SUPPORT BEAM�
g N.T.S. VERT SECTION
`V `
(3)
. . ... .. . • •••
.. .. . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
• •
• • • •
• • •
#I0XZ' OR 3" 410E.S.• • •
•
• • • • • • •
• • • • • •
SCREW W/ N'!ON• • •
BUSHING AND WASHOt •
• • • • •
• 000 • • 0 0 0
(2) 8' LONG 2'x2"x0.125'
6063-T6 ALUMINUM
ANGLESPER BEAM END.
MIN GLASS SEPARATION
—PER SCHEDULE (SHEET 1)
• •
�IOx2" 410 S.S.
S W•••WD(3)
1/4"-20410 •
•••0
•
f
/d+
SS THRU-BOLTS • •1/SI"MRX••PER BEAM END ALUMINUM OR•
• -9i1\•IR06W LADES
ED. EQ.—} �1
I 96063-T6 ALUMINUM
DESIGN SCHEDULE LIMITATIONS BE /
., I11+,.
#10x2"
zND P£0�6549
OR 3" 4L0 S.S.
SCREW W/ NYLON
= LL
BUSHING AND WASHER
�q SZAT£OP
ANCHOR CONN. TYPE CS
'.0
'••. FLOA`�•'`�=
_
REF. ANCHOR SCHEDULE
1/4' MAX NOTE: MAXIMUM ALLOWABLE SPANS ANp ' • • • • • •' v
�.
DESIGN PRESSURES FOR ALUMINUM PLATE SSj
k
t MOUNTING CONDITION PER TABLE BELOW. �117111IIL1\+1
'MI .+I*MIN' I'
1 43
ALLOWABLE DESIGN ALLOWABLE DESIGN
I.PRESSURES
17717bWITH
FOR DETAIL 2/10 PRESSURES FOR DETAIL 2/10
1/"ALUMINUM PLATE: WITH+/" ALUMINUM PLATE:
1/2" MIN..
'
EXISTING
I
��
WHEEL CARRIAGE
CONCRETE HOST
T
+
/IXISTING HOST
ASSEMBLY AT EVERY
STRUCTURE (3KSI
/STRUCTURE
OTHER KNUCKLE
S SCREW W/ S.S.
scaEw w/ WASHER
�J
(TOP AND BOTTOM)
l
+10x2" OR 3" 410
ANCHORS PER ANGLE:
1/4-20" POWERS
_
S.S. SCREW W/ 1/4 MAX
CALK -IN ANCHORS WITH
NYLON BUSHING
718" MIN EMBED, 3"
AND WASHER
SPACING AND 2-1/2'
1 2
MIN EDG� DISTANCE TO
MIN GLASS SEPARATION
ALUMINUM OR
3KSI MINIMUM
CONCRETE
—pER SCHEDULE (SHEET 1)
WINDOW BLADES
OR 1/4" ELCO
CRETEFLEX ANCHORS
WITH 1-3/4' MIN
NOTE: MAX DESIGN PRESSURE AND MAX
EMBED, 3" SPACING,
AND 2.1/2' MIN EDGE
SHUTTER SPAN PER BEAM DESIGN SCHEDULE
DISTANCE TO 33SOPSI
MINIMUM CONCRETE 1
INTERMEDIATE SUPPORT BEAM
10
N.T.S.
VERT SECTION
BEAM
DESIGN SCHEDULE
BEAM SIZE
SHUTTER SPAN
BEAM SPAN
ALLOWABLE
DESIGN
PRESSURE
TOp BEAMt70.SPSF
OM
M
INTERMEDIATE
BEAM
2'k5'x0.125'
5W
9'-6•
74.0 PSFSF
37.0 PSF
e'-0•
W-11
73.0 PSFSF
36.0 PSF
lw.(r
7F
73.0 PSFPSF
36.0 PSF
2-Ag' m.WrMl2P
S•-0•
1{'-0•
68A PSFPSF
34.2 PSF
W-V
11'-0"
61.8 PSFPSF
30.9 PSf
10'4Y
10'•4'
61.1 PSFPSF
30.5 PSF
7xPx0.072'A.224'
SB.{ PSFPSF
29.7 PSF
8'-0•
12'-5'
931 SFPSF
283 PSF
111T
S5.5 PSFPSF
27.1 PSF
.Y' or 5"xy" 6063-T6
SPAN: I MAX DESIGN PRESSURE:
72" +65.7pt/-65.7pd
90' p
106' +418 Pall •4 .
Pd 147.5
.UMINUM PLATE
5"xl/4" OR 5"X1/8" PLATE TO
z EXISTING HOST STRUCTURE
SO N.T.S. VERT SECTION
A 10x2" OR 3' 410 S.S.
SCREW W/NYLON
BUSHING AND WASHER
SPAN:
MAX DESIGN PRESSURE:
72"
-140.7 p1 /-140.7 pf
so,
-112S pM 1.112.6 Pd
10C
493.8 pd/-03.8 paf
126'
- S•
144'
N2.4prrd2.4P
1/4" MAX
EMBED' \
'*MAX" � 6063-T6 ALUMINUM ANGLE,
2'x4"x0.125" MINIMUM,
�
a
ANCHOR CONN. TYPE Cl 2'x5'x0.125" MAXIMUM.
EXISTINGREF.
ANCHOR SCHEDULE
,
-
CONCRETE Ho'T
v
yy
STRUCTURE (3KSI
MINIMUM)
NOTE: MAXIMUM ALLOWABLE SPANS AND
DESIGN PRESSURES FOR ALUMINUM ANGLE
5!
MOUNTING CONDITION PER TABLE BELOW.
ALLOWABLE DESIGN
PRESSURES FOR DETAIL 3/10
WITH i'" ALUMINUM ANGLE:
SPAN: MAX DESIGN PRESSURE
3
.�
7?
+77.1pa1/-77.1 p0
F
90
,o
12S"
1S4
« -44.0
14-1964
UP
138.5 DM/J8.S 0{1
scut:
tAFF OFSCRIPTION
3
2"x5" ANGLE W WALKOVER TRACK
iQ
N.T.S. VERT SECTION
�/'j
.
.
...
.
.
.
...
..
..
.
.
. ..
..
.
.
. .
.
.
. .
. .
.
.
.
...
.
. .
.
.. .
.
.
.
.
•
•
• •
•
• •
•
•
• •
• •
• •
• •
•
•
•
•
••
•
•
•
•••
•••
••
p
_ (n
• • • •
AACHDR • •
• • • •
• • •
•
LQAD
*f)
•
• • • • • • • 2.5" MIN EDGE DISTANCE
• Spans Yp To 6A; Spans Up To 9'-0" Spans Up To 12'-0" Spans Up To 13'-6"
�lM • •COYPE • CONN TYPE CONN TYPE. CONN TYPE
C3•
•C2
4C3
C4
CS
Cl
I C2
C3
C4
CS
C1
C2
C3
C4
C5
CI
C2
C3
C4
CS
1/4" Il'W T�IPCdN
2.
12 "
12, "
.0"
12.0"
12.0"
12.0"
10.9"
12.0"
12.0"
12.0"
12.0"
6.0"
12.0"
32.0"
11.7"
12.0"
7.0"
12.0"
•
1-3/4' EM Eb (314 psi
40
12.0
12. "
1 , '
12. "
12.0"
12.0"
12.0"
12.0"
9.4"
12.0"
12.0"
11.4"
12.0"
6.9"
11.9"
12.0"
9.5"
12.0"
6.1"
10.5'
MIN CONC)
47
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
7.9"
12.D"
11.2"
8.9"
12.0"
5.8"
10,0"
9.5"
7.6"
12.0"
5.1"
8.9"
60
12.0"
12.0
12.0"
9.4"
12.0"
12.0"
9.5"
12.0"
6.1"
10.5"
7.9"
6.4"
10.8"
4.5"
7.8"
6.8"
5.5"
9.7"
4.0"
6.9"
72
12.0"
12,0"
12,0"
7,7"
12.0"
9.2"
7.4"
12.0"
5.0"
8.7"
6.2"
5.1"
9.1"
3.7"
6.5"
5.8"
4.7"
8.6"
3.5"
6.1"
120
7.9"
6,4"
-47'
10.8"
4.5"
7.8"
5.8"
4.7"
8.6"
3.5"
6.1"
5.8"
4.7"
8.6"
3.5"
6.1"
5.8"
4.7"
8,6"
3.5"
6.1-
152
5.8"
8.7"
3.5'
6.1"
5.8"
4.7"
8.6"
3.5"
6.1"
5.8"
4.7"
8.6"
3.5"
6.1"
5.8"
4.7"
8.6"
3.5"
6.1"
1/4" ELCO PANELMATE
35
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
30.3"
12.0"
12.0"
12.0"
12.0"
7.5"
12.0"
12.0"
11.6"
12.0"
6.6"
11.0"
(FEMALE, MALE) W/
40
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
8.9"
12.0"
12.0"
11.3"
12.0"
6.5•'
10.9"
11.9"
9.5"
12.0"
5.8"
9.6"
1-3/4" MIN EMBED
47
12.0"
12.0"
12.0"
I1.T'
12.0"
12.0"
12.0"
12.0"
7.5"
12.0"
11.2"
8.9"
12,0"
5.5"
9.2"
9.4"
7.5"
10.9"
4.9"
8,1"
(3350ps1 MIN CONC)
60
12.0"
12.0"
12.D"
8.9"
12.0"
11.9"
9.5"
12.0"
5.8"
9.6"
7.9"
6.4"
9.6"
4.3"
7.1"
6.7"
5.5"
8.6"
3.8"
6.3"
72
12.0"
12.0"
12.0"
7.3"
12.0"
9.1"
7.3"
10.7"
4,7"
8.0"
6.2"
5.0"
8.1"
3.5"
5.9"
5.8"
4,7"
7,7"
3.3"
5.6"
*
12
7.9"
6.4"
9.6"
4.3"
7.1"
5.8"
4.7"
7.7"
3.3"
5.6"
5.8"
4.7"
7.7"
3.3"
5.6"
5.8"
4.7"
7.7"
3.3"
5.6"
152
4.7"
7.7"
3.3"
5.6"
5.8"
4.7'
7.7"
3.3"
5.6"
5.8"
4.7"
7,7"
3.3"
5.6"
5.8"
4.7"
7.7"
3.3"
5.6"
,fT4 ELCO CRETEFLEX W/
35
12. "
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
9.6"
12.0"
12.0"
12.0"
12.0"
8.4"
120'
1-3/4" MIN EMBED
40
12,
12.0"
12.0"
12.0"
12.0"
12.0"
12,0"
12.0"
11.3"
12.0"
12,0"
12,0"
12,0"
8.3"
12.0"
12.0"
10.9"
12.0"
7.3"
1"0"
(3350ps1 MIN CONC)
47
60
12.
".
12.0"
12.0"
12.0"
12.0"
120'
11.3"
12.0"
12.0"
12,0"
. "
12.0"
.9"
12.0"
9.5"
7.3-
12.0"
12.0"
12.0"
9.1"
10.2"
7.3"
12.0"
12.0"
7.0"
5.4"
12.0"
9.7"
10.8"
7.7"
8.7"
6.3"
12.0"
12.0"
6.1"
4.7".
11.0"
8.6"
72
"
12,0"
9.3"
12.
05"
4"
2.W
6.0"
10.8"[4.9"
5.8"
11.7"
4.4"
8.0"
6.6"
5,4"
11.1"
4.2"
7,6"
9.1
7.3
12.0'
1.4"
9.
6.6"
4"
1.1"
4.2"
7.6"
5.4"
11.1"
4.2"
7.6"
6.6"
5.4"
11.1"
4.2"
7.6"
6.
5.4
11.2'
4.2"
7.6
6.6"
.4"
9.2"
7.6"
5.4"
11.1"
4.2"
7.6"
6.6"
5.4"
11.1"
4.2"
7.6"
-20 POWERS
35
"
12.0
12
11.4"
12.0"
12.0"
12.
7.1"
12.0"
8.7"
12.0"
5.2"
9.1"
9.2
7.2"
11.1"
4.5"
8.1"
W BED
40
12.0"
12.0"
.0"
9.7"
12.0"
12.0"
11.5"
12.0"
6.1"
10.T'
7.0"
10.9"
4.5"
7.9"
7.4"
5.9"
90'
3.9"
7.0"
(3000psi MIN CONC)
47
12.0"
12.0"
12.0"
8.0"
12.0"
11.1"
8.6"
12.0"
5.1"
9.1"
5•S"
9.4"
3.8"
6.7"
5.8"
4.7"
8.4"
3.3"
5.9"
60
12.0"
11.5"
1200"
6.1"
10.7"
7W'
5.9"
9.8"
3.9"
7.0"
4,0"
7.S'
5.2"
4.2"
3.4"
6.7
4.6"
72
30:7
8.3"
12.0"5.0"
8.4"
5.7"
4.5"
8.3"
3.2"
5.8"3.1"
6.3"
4.3"
3.6"
6,04.1120
4.9"
4.0"
7.5"
5.2"
6.0"
4.1"
6.0"
4.1"
3.6"
6.0"
4.1"
152
3.6"
6.0"
-
4.1"
6,0"
-�
4.1"
3.6"
- -,
6.0"
4.1"
3.6"
6.0"
-
4.1"
1/4 ELCO PANELMATE
35
12.0
12.0
12.0"
10.7"
12.0
0"
12.0'
6.7
11.2"
11.5"
8.9"
10.7"
4.9"
8.2"
9.4"
7.3"
9.6"
4.3"
7.3"
INSERT WITH 1-111. MIN
40
12.0"
12.0"
L0"
9.2"
12.0"
7"
12.0"
5.8"
9.7"
9.1"
7.2"
9.5"
4.2"
7.2"
7.5"
6.0"
8.5"
3.7"
6.3"
EMBED (3000Ps1 MIN
47
12.0"
12.0"
12.0"
7.6"
12.0"
"
13.6'�
10.6"
4.9"
8.2"
7.1"
5.6"
8.1"
3.6"
6.1"
5.9"
4.8"
7.3"
3.1"
5.4"
CONC)
60
12.0"
11.7"
12.0"
5.8"
9.7"
"
8.5"
3.7"
6.3"
5.0"
4.0'
6.5"
4.7"
4,3"
3.5"
5.8"
• •-
4.2"
72
10.9"
8.5"
10.4"
4.T'
8.0"
"
7.1"
3.1"
5.3"
3.9"
3.2'
5.4"
3.9"
3.6',
'-
5.1',
3.7"
* �U
120
5.0"
4,0"
6.5"
4.7"
5.1"
3.7"
3.6"
5.1"
-
3.7"
3.6"
5.11
3.7"
152
3.T'
5.2"
3.7"
'
5.1"
'-'
3.7'
3.6"
5.1
3.7"
3.6"
5.1"
3.7"
ANCHOR NOTES:
1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
2. TAPCONS SHALL BE 410 STAINLESS STEEL AND SHALL BE MANUFACTURED BY rTW.
3. ENSURE MINIMUM 2.5" EDGE DISTANCE FOR ALL ANCHORS TO CONCRETE & TO HOLLOW BLOCK.
4. ALL CONCRETE ANCHOR SHALL BE INSTALLED TO NON -CRACKED CONCRETE ONLY.
5, WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING, ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x (MIN) WOOD STUD (i.e. 3/4"
EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING).
6. WOOD HOST STRUCTURE SHALL BE "SOUTHERN PINE" G-0.55 OR GREATER DENSITY.
7, MINIMUM EMBEDMENT SMALL BE AS NOTED IN ANCHOR SCHEDULE. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM, BRICK, AND
OTHER WALL FINISHES.
8, ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAXIMUM
ALLOWABLE SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE SHALL APPLY.
9. WHERE EXISTING STRUCTURE IS WOOD FRAMING, EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD
FRAMING MEMBERS, NOT INTO PLYWOOD.
10. WOOD BUCKS (BY OTHERS) SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE.
11. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR
WAFER HEAD ("SIDEWALK BOLT-) U.N.O.
12. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE.
13. * DESIGNATES ANCHORS WHICH ARE REMOVABLE.
`��•�=•DENSE "'
LL ND
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14-1964
e:
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92
. . ... . . . ...
.. .. . . . .. .. .
. . . . . . . . . .
. . ... . . . . .. .
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= G
ANCHOR
LOAD
(psf)
• • • • • • 2j" MIN EDGEPISTANCO
Spans Up T416'-0► • Spns •p 70 91.0'•
CONN TYPO/ • CONN TAR •
•
• Spans •b To 12=0" Spans Up To 13'-6"
• • •(CNN TYPE CONN TYPE
Cl
C2
C3
C4
CS
Cl
C2
C3
I C4
CS
CI
C2
C3
C4
CS
Cl
C2
C3
C4
CS
1/4- ITW TAPCON WITH
35
12,0"
12.0"
11.2"
4,9'
9.1"
7.9"
5.7"
8.1"
3.0"
5.8"
a.3"
3.3"
6.3"
4.3"
3.5"
5.7"
3.8"
1-1/4"EMBED
40
12,0"
120'
10.1"
4.2"
7.9"t9.9"7.4"
7.2"
•.
5.0"
3.4"-
!.
5.6"
3J"
••-.
5-1"
-.
3.3"
-47
30.7"
7,4"
8.8"
3.4"
4026
4.9"
- =
3.1"
, -
-
4,4"
- •
60
5.8"
4.4
7.1
5.0"!.1"
3 9"
3.5
,
72
4.1"
3.2
6.2
4.2".3"
3.3"
3.1'
120
,�
3.9"
-
-
1..
3.1"
,,,
3.1"
..
1523.1"1/4'
ELCO PANELMATE
35
12.0"
12.0"
12.0"7.1"
11.7"
9.6"
4.4"
7.6•'
7.3"
5.6'
7.4"
3.2"
5.6"
5.9"
4.7"
6.6.14.9"
(FEMALE, MALE) W/
40
12.0"
12A"
12.0"
6.1•,
10.1"
8.5"
3.8"
6.6"
5.8"
4.5'
6.6"
i
4.9"
4.8"
3.8"
5.9"
4.3"
1-1/4' MIN EMBED
47
12.D"
12.0"
10.6"
S.0"
8.5"
7.4"
3.2"
5.5"
4.5"
3.6"
5.6"
4.1"
3.8"
3.0"
5.1"
3.6"
60
9.9"
7,4"
8.5"
3.6
6.6"
4.8
3,8"
5.9
4.3
3 2"
4 5
3.2"
72
6 9"
5.4"
7.2"
3.1
5 4"
3.7-
5.0`
3.6
120
3.2"
-
4 S"
..
3.2"
....
3,5
�..
3.6"
,
3.6
152
-.,
3 6
-
-
-
-
3.6
2 3
3 6'
-
3.6
1/4 ELCO CRETEFLEX
35
12.0"
12.0
12.0"
8.3
12 0"
12.0
10 9"
11.9
5.2"
9.2
8.1"
6.3
9 2'
3.8"
6-8"
2"
8.3
3 3�'
6.0"
1-1/4" MIN EMBED
40
12.0'
12.0
12.0'.
7.1
12-0"
11.0
8.3"
10.6
4 5"
8.0
6.5"
5.1
8.2"
3.3"
5.9"
5.4
4.2"
7.3
5.2"
m
47
12.0"
5.9".
303"
8.0"
6.2"
9.2"
3.8"
6.7"
5.0"
4.0"
7.1"
^-
5.0"
4.V
3.4"
6.3"
3
60
1 .0"
6.3"
10.6"
.5"
8.0"
5.4"
4.2"
7.3"
..-
5.2"
3,5"
-✓-,-
5.6"
- -
3.9"
3.0"
5.0"
3.4"
72
7.7"
6.0'
9.0"
.7"
6.6"
4.1"
3.3"
6.2"4.3"
-
-
9.7"
- >
3.211
4.5"
3.0"
120
3.51,
�.:
5.
3.9"
-
4.5"
,' <
3.0'
�_
4.1'
3.0"
/
4.5"
3.0"
152
3.0"
,.
.,,..
4.5"
3.0
,,,.
4.5"
-....
3.0"
,:•
4.5,
,-.
3.0„
1/4.20 ALL
35
12.0"
12.0"
12.0"
9,6"
1L
1L
12.0"
12.0"
6.0"
10.1"
10.1"
7.8"
9.8"
4-4"
7.5"
8.2"
6.4"
8.8"
3,9"
6.6'
1TH 7/8'
40
12.0"
12.0"
12.0"
8.2"
12.0"
12.0"
10.2"
11.3"
5.2"
8.8"
8.0"
6.3"
8.7"
3.8"
6.5"
6.6"
5.2"
7.8"
3.3"
5.8"
MIN EMBED
47
12.0"
12.0"
12.0"
6.8"
11.4"
9.9"
7.7"
9.8".
4.3"
7.4"
6.2"
4.9"
7.5"
3.2"
5,5"
5.2
4.2"
6.7"
4,9"
60
12.0"
10.2"
11.3"
5.2"
8.8"
6.6"
5.2"
7.8"
3,3"
5.8"
4.4"
3.5"
5.9"
4.3"
3.7"
3.0"
5.31.
'-
3.8"
* 91=
72
9.6"
7.4"
9.6"
4.2"
7.3"
5.0"
4.1"
6.6"
4.8"
3,4"
5.0"
-
3.6"
3.2"
4.7"
-
3.4"
120
4,4"
3.5"
5.",
4.3"
3.2"
4.
3.4"
3.2"
4.7"
'•
3.4"
3.2"
4.7"
3.4"
152
3.V
• "'
4.7"
- -
3.4"
3.1"
4,7"
a ,
3.4"
3,2"
•./
4.7"
`
3.4"
3,2"
4.7"
3.4"
1/4 ELCO PANELMATE
35
12.0"
12.0"
12.0"
8.6"
12,0"
L2.0"
12.0"
ALL5.4"
8.9"
9,2"
7.1"
8.6"
3.9"
6.6"
7.5"
.9"1
7.7"
3.4"
5.8"
INSERT WITH 3-1/4" MIN
40
12,0"
120•
12X
7,3"
11.9•'
12.0"
9.4"
9.9"
4.6"
7,7"
7.3"
S.7"
7.6"
3.4"
5.7"
6.0"
4.8"
6.8"
•;
EMBED
47
12.0"
12.0"
12.0"
6.1"
10-0"
9.1"
7.0"
8.5'
3.9"
6.5"
5.7"
4.5"
6-.
%
4.9"
4.8"
3.8"
5.8"
•r
4.3"
60
12.0"
9,4"
9.9"
4.6"
7,T'
6.0"
4.8"
6.8"
5.1"
4.0"
3.2'
5.2"
3.8-
3.4"
4.6"
3.3"
*
72
8.7"
6.8"
8.3"
3.8"
6.4"
4,6"
3.7"
5.7"
,,i
4.2"
3.1"
y-
4.3"
3.1
120
4.0"
3.2
5.2'.
3.8"
4.1"
4.1"
4.1"
� v
152
4.1"
4.1"
4.1"
4.3"
ti
ANCHOR
LOAD
(psf)
3/4" MIN EDGE DISTANCE
Spans UD To W-O" Spans UD To 9'-0" Spans Up To 12'-0" Spans UD To 13'-6"
CONN TYPE CONN TYPE CONN TYPE CONN TYPE
Cl
C2
C3
04
C5
Cl
C2
C3
C4
CS
CI
C2
C3
C4
CS
G3
C2
C3
C4
CS
1/4' ITW TAPCON 00.
35
12.0"
110"
12.0"
9.1"
11.7•'
12.0"
12.0"
8.5'
5.9"
7.7"
12.0"
12.0"
6.4"
4.3"
5.7"
12.0"
10.7"
5.8"
3.8"
5.1"
#14 WOOD SCREW W/
40
32.0"
12.0"
11.0"
7.9"
10.2"
12.0"
12.0"
7.5"
5.1"
6.7"
12.0"
10.4"
5.7"
3.8"
5.0"
11.0"
8.7"
5.1"
3.3"
4.4"
1-1/2' EMBED
47
12.0"
12.0"
9.4"
6.6"
8.6"
12.0"
12,0"
6.4"
4.3"
5.7"
10.3"
8.2"
4.8"
3.2"
4,3"
8.7"
6.9"
4.3"
2.8"
3.8"
60
1].0"
12.0"
7.5"
5.1"
6.7"
1L,0'•
8.7"
5.1-
3.3"
4.4"
7.3"
5.9"
3.8"
2.5-
3.3"
6.2"
5.0"
3.4"
2.2"
2.9•'
72
12.0"
12.0"
6.3"
4.2"
5.6"
8.4"
6.7"
4.2"
2,8"
3.7"
5.7"
4.6"
3.2"
2.0"
2.8"
5.3"
4,3"
3.0"
216"
120
73"
5.9"
3.8"
2.5"
3.3"
5.3"
4.3"
3.0"
2.6"
5.3"
4.3"
3.0"
2.6"
5.3"
4.3"
3.0"
'
2.6"
152
5.3"
4.3"
3.0"
2.6"
5.3"
4.3"
3.0"
2.6"
5.3"
4.3"
3.0"
2.6"
5.3"
4.3"
3.01,
- '
2.6"
1/4" ELCO PANELMATE
35
12.0
12.0
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
10.2"
12.0"
12.0"
12.0"
12.0"
7.4"
11.0"
12.0"
12.0"
11.7"
6.6"
9.7"
(FEMALE, MALE) W/
40
32.0"
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
12.0"
8.8"
12,0"
12.0"
12.0"
11.5"
6.5"
9.6"
12.0"
11.5"
10.3"
5.7"
8.5"
p
1-7/8' MIN EMBED
47
12.0"
12.0"
12.0"
11.5'
12.0"
12.0"
12.0"
12.0"
7.4"
10.9"
ALE
10.8"
9.9.
5.5"
8.1"
11.4"
9.1"
8.8"
4.8"
7.2"
60
12.0"
12.0"
12.0"
8.8"
12.0"
ILL
11.5"
10.3"
5.7"
8.5"
9.5"
7.7"
7.8"
4.2"
6.3"
8.2"
6.6"
7.0"
3.7"
5.6"
72
iZ.O"
12.0"
12.0"
7.2"
10.7"
11.0"
8.9"
8.6"
4.7"
7.0"
7.5"
6.1"
6.5"
3.5"
5.3"
7.0"
5.7"
6.2"
3.3"
5.0"
* lNID
120
9.5"
7.7"
7.8"
4-2"
6.3"
7.0"
5.7"
6.2"
3.3"
5.0"
7.0"
5.7"
6.2"
3.3"
S.0"
7.0-
5.7
6:2"
3.3"
S.0"
152
7.0"
5.7"
6.2"
3.3"
S.O"
7.0"
5.7"
6.2"
3.3"
5.0"
7.0"
5.7"
61"
3.3"
5.0"
7.0"
5.7"
6.2"
3.3"
5.0"
1/4- LAG SCREW WITH
35
12.0"
12.0"
12.D"
9.6"
12,0"
12.0"
12.0"
8.7"
6.2"
8.0"
12.0"
12.0"
6.6"
4.6"
5.9"
12.0"
11.9"
5.9"
4.0"
5.3"
1.5' IN THREAD
40
12.0"
12.0"
11.3"
8.3"
10.6"
12.0"
12.0"
717"
5.4"
7,0'•
12.0"
11.6"
5.8"
4.0"
5.2"
12.0"
9.7"
S.2"
3.5"
4.6"
PENETR
47
12.0"
12.0"
9.7"
7.0"
8.9"
12.0"
12.0"
6.6"
4.5"
5.9"
11.5"
9.1"
S.D"
3.4"
4.4"
9.6"
7.7"
4.4"
3.0"
3.9•'
}EMBED J
60
12.0"
12.0"
7.7"
5,4'
7.0"
12.0"
9.7"
5,3
3,5"
4.6"
8.1"
6.5'
3.9"
2.6"
3.4"
6.9"
S-6"
3,5"
2.3"
3.1"
72
12.0"
12.0"
6.4"
4.4"
5.8"
9.4"
7,5"
4.3"
2.9"
3.8"
6.4"
5.2"
3.3"
2.2"
2.9"
5.9"
4.8"
3.1"
2.0"
2.7"
120
8.1"
6.5"
3.9"
2.6"
32.4
5.941"3.1"
•5.9"4.8"3.1"
2.0"
2.7"
5.9"
4.8"
3.1"
2.0"
2.T'
152
5.9"
A 8"
3.1"
2.
75
9
4.6"
3.1
20
2.7"
5.9"
4.8"
3.1"
2.0"
2.7
S.9"
4.8"
3.1"
2.0"
2.7"
MATERIAL
ANCHOR TYPE
CONN TYPE C6H
DESIGN PRESSURE
DP 5 100 PSF
I DP> 1DO PSF
0,072'
ALUMINUM
#14 SMS
6.5"
6.0"
1/4-20 BOLT
7.51'
7.0"
0.125
ALUMINUM
f14 SMS
12.0"
10.0"
1/4-20 BOLT
12.0"
10.0"
0.25'
ALUMINUM
f145M5
12.0"
30.0"
1f4-20 BOLT
12.0"
10.0"
t14 SMS: 1/4-20 00LT: CONNECTION TYPE C6 NOTES:
METAL SCREWS AND 1/4-20.
'�jV1
W
Ifi - a �
3:U Hug
F� 1. SHEET
BOLTS SHALL BE 410 S5.
Z�
k'W.
. e
��.
L(�
2. FOR SMS, PROVIDE (5) PITCHES
O Q
�Q W i o
MINIMUM PAST THE THREAD PLANE.
ZwkW
at,
o go3.
ALL FASTENERS HEREIN SHALL
g ry O W
UTILIZE %e 0 MINIMUM WASHER AT
HEAD OF ANCHOR.
®�
3 u, •-
4. 1/4-ZO BOLTS SHALL UTILIZE SAE
10
VI W s z of
GRADE NUTS AND WASHERS.
5. ALUMINUM MEMBERS SHALL BE
w v,
6063-T6 MIN. ALLOY.
T CONNECTION TYPE C6 IS VALID FOR
u
ALL ALLOWABLE SPANS PER SPAN
SCHEDULES.
Z
0
P
W N
q
0
� O
LLJL.
r ry A h
SG
Z J J
(�
w
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0
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0
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14-1964
seAlc:
PAG! DCSCRIPRON:
ANCHOR NOTES:
112
SEE SHEET 11 FOR ANCHOR NOTES.
L.l LJ