HomeMy WebLinkAboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING, & CODE REGULATIONS DIVISION
2300 Virginia Avenue
Fort Pierce, FL 34982 S
772-462-1553
St
APPLICATION FOR STOR2M SHUTTER PERMIT ucie
_ C
1. LOCATION/SITE ADDRESS: "�,, OU
2. PARCEL ID NUMBER:
3. DESCRIPTION OF PROJECT: /3 A—,,— // A -in
4. TYPE OF STRUCTURE: SFR: _X MOBILE HOME
5. OWNERS INFORMATION
NAME: 7y/ , Y
ADDRESS:
CITY!�7`0'�� ST4KE
ZIP CODE: PHONE: 411G -.3 2/— 75-,7,/
EMAIL: I
OTHER:
6. CONTRACTOR'S INFORMATION
FL REGISTRATION/CER #:
COUNTY CERT #:
BUSINESS NAME: -
PHONE NUMBER: 17A — T
EMAIL: �4L� ccS(J/JS/Yl L' �C�/77
Type of Surface attachment: Wood Frame Concrete X Masonry
Other
PRODUCT TYPE
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL'
REMOVABLE PANELS
ACCORDION
ROLL -UP
FABRIC
OTHER
[ } ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO THE PRODUCT BEING USED.
ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTION
PROCEDURE FOR EXISTING RESIDENTIAL STRUCTURES ON BA CIE
7. VALUE OF CONSTRUCTION: $JD vv PERMIT FEE:
OWNERS AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
compliance with all applicable laws regulating construction and zoning.
PRINT NAME OF OWNER OR CONTRACTOPUQUALIFIER SIGN 7E OF OWNER OR CONTRACTOR/QUALIFIER
STATE OF FLORIDA, COUNTY OF
ACKNOWLEDGED BEFORE- ME THIS � DAY OF 20 /�, BY,���GIi/{� /1� .Lt%f%l /�C/ WHO IS PERSONALLY KNOWN TO ME
OR WHO HAS PRODUC D AS IDEN IFICATION.
49 ' il$''••, MOIRA L LATOS
SIG AT OF N T Y TYPE OR PRINT NAME OF NOTARY z MY1 I ISSION # EE 014119
TITL OTARY PUBLIC COMMISSION NUMBER `T ' ;t� ` Bonded Thru Notary: August 12, 201 hers
NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU 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.
SLCPDSD Revised 4/10/2012 JC
JOSEPH E. SMITH, CT1--7K OF THE CIRCUIT COURT - SAIZ.—`'UCIE COUNTY
FILE # 3836237 OR! ;OK 3520 PAGE 199, Recorded (. '.0/2013 at 01:27 1
AFTER RECORDING - RETURN TO: I`
Shleld of Protection Syutems, Inc. �] .,. / � U AA)y'j
Pori at L :19, - 1NPFL34A A / �� `r ry
PERMIT NUMBER:
NOTICE OF COMMENCEMENT
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,
Florida Statutes, the following information is provided in this Notice of Commencement.
DESCRIPTION OF PROPERTY (Legal description of the property & street address, if available) TAX FOLIO NO.: on --tea - 0-4-V—,-.D01V of
2. G ERALDESCRIPTIONOF-IMPROVEMENT:
•ice-e��J. ���„
3. OWNER INFORMATION OR LESSER INFORMATION IFF THE LESSEE
CwONTTRAALTED FOR THE IMPROVEMENT:
a Nameandeddress: /VKiC..f.Pit J y""�-1-iCP�C/ Cc -�. off+ ,L�yvr�i lip L.0 , 4r-103 �
,o�,"1�,,�'' J
b.interestinpropaty: �Lt fi •�-ram... /,i��
c. Name and address of fec simple titleholder (if different from Owner listed above):
4. a. COONTcI'N_ IS!SNAAIE: SHIELD OF PROTECTION SYSTEMS, INC.
&moan saddress: Port $ �UOIe FL 34986 b,Phnnanumber: 772-878-7332
5. SURETY (if applicable, a copy of the payment bond is attached);
L Name and address:
b. Phone number. e. Amount of bond;
6. a. LENDER'S NAME:
Lender's address: b. Phone number:
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:
L Nano and address:
b. Phone number of designated persons:
8. a. In addition to himself or herself, Owner designates of
to receive a copy of the Lienor's Notice as provided in Section 713.13 (1) (b), Florida Statutes.
b. Phone number ofperson or entity designated by Owner:
9. Expiration date of notice of commencement (the expiration date may not be before the completion of construction and final
payment to the contractor, but will be i year from the date of recording unless a different date is specified); , 20_
Under penalty ofpeijury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to
the best of my knowledgeand belie
X40. c., -
(Signature of Owner or Lessee, or Owner's or Lessee's
(Print Name and Provide Signatory's Title/Office)
Authorized Officer/Director/Partner/Manager)
State of�/
County of y
/7 'day
The foregoing instrument was acknowledged before me this
of 20/-4
by 11,1 Tc /L LJ # L,-T
as r9zc,�t DE.�
(name ofperson)
(type of authority,...e.g. officer, trustee, attomey in fao >-
for
t—
(name of party on behalf of whom instrument was executed) =
O
�
Personally Known — or Produced Identification
a of ldentification Produced J V
1.1.. W
Notary
(Sipaturi of N ary Public)
(Print, Type, or Stamp Commissioned Name of Notary 09L
Rev .10-0I-11(S.Reeording)
PA CAI
NOIM L LATOS
MYCOMISSSIONJ EE01411p
XEXPIRES:Aupust12,2014
rh• Bonded Tlw tlO ar/Ii COc Undandam
LU O i
— ry
O J a-
�
kllx�
1
eq
ty a
Zees
F-t=0
as
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Florida Building Code(`---;jine Page 1 of
Ago
-
,.x,M......1,
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search
Business]
ProfessionalA! Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Apoiicahon US L > Application Detail
FL #
u
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who
developed the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL15715
New
2010
Approved
r
Hurst Awning Company Inc.
6865 N.W. 36 Avenue
Miami, FL 33147
(305)635-0900
yovanna@hurstawning.com
Vladimir Knezevich
KAENG@aol.com
Joe Garcia
6865 NW 36th Avenue
Miami, FL 33147
(305)693-0600
joeg@hurstawning.com
Shutters
Accordion
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
r Evaluation Report - Hardcopy Received
Christian Langley
PE-67382
National Accreditation and Management Institute
12/31/2015
Vladimir Knezevich
f Validation Checklist - Hardcopy Received
FL15715 RO COI Certificate of Independence HVHZ and Non-
HVHZ.odf
Standard
TAS 201, 202 and 203
Year
1994
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3 e 1 SA1nEOW2I... 4/4/201
Florida Building Codf "Nline j
Page 2 of
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
06/21/2012
Date Validated
06/21/2012
Date Pending FBC Approval
06/28/2012
Date Approved
08/07/2012
:Summary of Products
FL # 11lModel,
Number or Name IlDescription
15715.1
HT-100 ACCORDION SHUTTER-
Extruded Aluminum alloy components such as headers,
HVHZ
sills, centermates and interlocking blades that make up a
folding shutter.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL15715 RO II HTS.09002 HVHZ.odf
Approved for use outside HVHZ: Yes
Verified By: Christian Langley PE 67382
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Span Schedule 1 on page 4 of 7, Span
FL15715 RO AE Evaluation Reoort HVHZ.pdf
Created by Independent Third Party: Yes
2 113 on page 5 of 7 and Span. Schedule 4 on
,Schedules
page 6 of 7 for Blade Span vs Allowable Design Wind
Pressure.
715.2
HT-100 ACCORDION SHUTTER-
Extruded Aluminum alloy components such as headers,
r11
Non-HVHZ
sills, centermates and interlocking blades that make up a
folding shutter.
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15715 RO II HTS.09001 Non-HVHZ.odf
Approved for use outside HVHZ: Yes
Verified By: Christian Langley PE 67382
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Span Schedule 1 on page 4 of 7, Span
FL15715 RO AE Evaluation Reoort Non-HVHZ.odf
Created by Independent Third Party: Yes
Schedules 2 & 3 on page 5 of 7 and Span Schedule 4 on
page 6 of 7 for Blade Span vs Allowable Design Wind
.Pressure.
Back Nett
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: SSO-487-1824 ,
The State of Florida is an AA/EEO employer. Copyright 2007-2010 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 mall 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 emails provided may be used for official communication with the licensee. However email addresses are publ
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 .
Pmduct Approval Accepts:
0 CGt, ..®X.'„'
xecttlltYss:r: a:;:._�
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt3elSA1nEOW2I... 4/4/2(
BO = BUILDOUT
SALES ORDER #
1
SGD = SLIDING GLASS DOOR
S\L = SIDELITE
TYPE
SHD = SINGLE HUNG DOOR
B\G = BUTT GLASS
DD = DOUBLE DOOR
G\B = GLASS BLOCK
JOB NAME
WALTER EWALT
"'
DEVELOPMENT
ADDRESS
6649 PICANTE CIR
ISUBDIVISON SPANISH LAKES
CITY
FT PIERCE
1
LOT BLOCK
JOB#
DATE
SQUARE FT. 355.57
Phasel
Floor I
Opens
Trap
Panels
Length
Vertical
BO
Comments
1
1 1
1
49.5
86
Alk
2 LOCKS 1 IN AND 1 OUT
1
1
1 2
87.5
65
Mw
1 CLEAR BLADE ON EACH SIDE
1
11
3
68.5
52.5
1
11
4
36.8
40
1
11
5
36.8
52.5
1
11
6
36.81
52.5
1
11
7
126
52.5
1
1
8
157
52.5
1
1
9
87.5
83
OF CENTERMATE # 2 AND #9
1
1
10
68.5
40.5
1
1
11
49.5
65.5
2010 RORIDA BUILDING CODE/A 7-10
WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING
For Buildings with a Mean Roof Height of 60 Feet or Less
DESIGN PRESSURES FOR INTERIOR ZONES ("Zone 41
Mean Roof
Tributary ,Area (sq. ff)
Hei eight
(n)
10
15
20
25
30
35
40
45
50
15
37.8
36.8
36.1
35.5
35.1
34.7
34.4.
34A
33.8
- 8
-38.3
-37.9
-37.6
-37.3
-37.0
16
38.3
37.3
36:6
' 36.'0
35.6
35.2
34.9
34.6
3 .
-41.6,
40.5
-39.8
-39.3
-38.8
.-38.4
-38.1
-37.8
. -37.6
17
42.1
41.1
40.3
'39.8
-30.3
-38.9
-38.6
-38.3
-38.0
78
39.3
38.2
37.5
36.9
36.5
36.1
35.7
35.4
35.2
-42.6
-41.6
-40.8
.-46.3
-39.8
-39.4
-39.1
-38.8
r38:5
19
39.7
38.7.
37.9
37.4
36.9
36.5
36.1
35.8
35.6
-43.1
-42.0
41.3
40.7
40.3
-39.9
-39.5
. -39.2
-38.9
20
40.2
39.1
38.3
.37.8
.37.3
.36.9
36.5
36.2
36.0
-03.6
42.5
-41.7
'41.2
46.7
-403
-39.9
-39.6
-39.4
22
41.0
39.9
39.1
38.5
38.0
. 37.6
' 37.3
37.0
36.7
-44.4
-43.4
-4i.6j
42.0
-41.5
41.1
-40.7
-40.4
-40.2
24
41.7
40.6
39.8
39.2
38.7
38.3
38.0
37.6
37.4
45.3
-44.2
43.4
.42.8
-42.3
-41.9
-41.5
-41.2
-40.9
26
42.4
41.3
40.5
39.9
39.4
39.0
38:6
38.3
38.0
46.0
-44.9
-44.1
-43.5
43.0
-42.6
.-42.2
-41.9
-41.6
28
43.1
42.0
41.2
40.5
40.0
39.6
39.2
38.0
38.6
-46.8
-45.6
-44.8
. 44.2
43.7
43.2
42.9
42.5
42.2
30
43.7
' 42.6
41.8
41.1
40.6
401
39.8
39.5
39.2
-47.4
-46.3
-45.5
. -44.8
-44.3
-43.9
43.5
-43.2
. 42.9
32
44.3
43.2
42.3
41.7
41.2
40.7
40.3
40.0
39.7
-48.1
-46.9
-46.1
-45.4
-44.9
-44.5
-44.1
-43.8
-43.5
34
44.9
43.7
42.9
.42.2
41.7
41.2
40.9
40.5-
40.2
-48.7
-47.5
46.7
-46.0
-45.5
45.1
-44.7
-44.3
44.0
36
45.4
44.2
43.4
42.7
42.2
41.7
41.3
41.0
40.7
-49.3
-48.1
-47.2
-46.6
-46.1
-45.6
-45.2
- -44,9
44.5
38
46.0
44.8
43.9
.. 43.2
42.7
.42.2
41.8
' 41.5
41.2
-49.9
-48.6
-47.8
47.1
-46.6
-46.1
-45.7
-45.4
45.1
40
46.5
45.2
44.4
43.7
43.1
'42.7
42.3
41.9
. '41.6
-MA
49.2
-48.3
47.6
-47.1
.46.6
46.2
-45.9
45.5
47.4
-46.2
45.3
` 44.6
44.0
43.5
43.1
42.8
42A
-51.4
-50.2
49.3
48.6
48.0.
-47.6
47.2
. 46.8
-46.5
48
48.3
41.0
46.1
45.4
44.8
44.4
43.9
43.6
.:43.2
-52.4
-51.1
-50.2
-49.5
. -48.9
-48.41
4&0
47.7
-47.3
52
'49.1
47.8
46.9
46.2
45.6
45.1
44.7.
4.4.3
44.0
.53.3
-52.0
-51.1
-50.3
49.8
-49.3
48.8
48.5
48.1
56
49:9
48.6
47.6
:46.9
•-51.1
40.3
45.8
45.4
45.0
44.7
-54.1
-52.8
-51.9
-50.5
-50.0
-49.6
-49.2
-48.9
60
50.6
49.3
48.3
47.6
47.0
46.5
46.0
45.7
45.3
54.9
53.6
-52.6
-51.9
-51.3
-50.8
-50.3
49.9
49.6
DESIGN PRESSURES FOR EXTERIOR ZONES ("Zone 5")
Mean Roof
Tributary Area (sq..ff).
Hel ht
(ff)
10
15
20
25
30
35
40
45
50
75
37.8
36.8
36.1
35.5
35.1
34.7
34:4
34.1
33.8
16
38.3
37.3
36.6
36.0
' 35.6
35:2
' 34.9
34.6
34.3
1.3
-49.3
. -47.8
-46.7
-45.8
-45.1
. -44.4
-43.8
-43.3
38.8
-37.8
37.1
-36.5
36.0
' 35.6
35.3
35:0
' 34.7
17
-52.6
-49.9
-48.5
47.3
-46.4
-45.6
-45.0
-44.4
-43,8
39.3
38.2
37.5
36.9
36.5
36.1
35.7
35.4
35.2
18
-52.6
-50.5
-49.0.
47.9
--0.0
46.2
-45.5
,-44.9
-44.4
39.7
38.7
37.9
37.4
36.9
36.5
36.1
35.8
35.6
19
-53.2
--51.1
-49.6
-48.5
-47.5
-46.7
, -46.0
-45.4
-44.9
-40.2
39.1
38.3
37.8
36.9
36.5
36.2
ZO
.37.3
.45.9
.36.0
53.8
-51.7
, -50.1
-49.0
-48.0
-47.2
-46.5
-45.4
22
41.0
39.9
39.1
38.5
. 38.0
37.6
37.3.
'47.51
37.0
36.7
54.9
. -52:7
51.2
-50.0
49.0
48.2
46:8
46.3
24
41.7
406
39.8
39.2
-38.7
38.3
38.0
37.6
37.4
55.9
.-53.7
. -52.1
-50.9
-49.4
-49.1
. 48.4
-47.7..
=47.1
42.4
41.3
40.5
39.9
39.4
39.0
38.6
38.3
38.0
26
56.8
-54.6
-53.0
-51.8
-50.8
-49.9
-49.2
48.5
-47.9
28
43.1
42.0
41.2
40.5
40.0
39.6
39.2
- 38.9
38.6
-57.7
-55.4
, -D.8
.-52.6
-51.6
r50.7
.49.9
-49.3
,48.7
30
43.7
416
41.8
.41.1
40.6
40.2
39.8
39.5
' 39.2
-58.6
-56.3
,' -54.6
-53.3
-52.3
-51.4
-50.7
- -50.0
,-49.4
32
44.3
43.2
42.3
41.7
41.2
40.7
40.3
40.0
39.7
-59.4
-57.0
-55.4
-54.1
-53.0.
-52.1
-51.4
-50.7
-50,1
34•
44.9
43.7
42.9
42.2
41.7
41.2
40.9
40.5
40.2
-60.1
-57.8
. -56.1
-54.8
-53.7
-52.8
-52.0
-51:3
-50.7
45.4
.44.2
43.4
42.7
42.2
41.7
41.3
41.0
40.7
36
-60.8
-58.5
-56.8
-55.4
•54.A
..,-53.4.
-52.7
--52.0
-51.3
38
46,0
44.8
43.9
43.2
42.7
42.2
41.8
41.5
.41.2
-61.5
-59.1
. -57.4
-56.1
-55.0
-54.1
-53.3
-52.6
-51.9
46.5
45.2
44.4
43.7
43.1
42.7
42.3.
41.9
41.6
40
-62.2
-59.8
-58.0
-56.7
-55.6
-54.6
-53.8
-53.1
-52.5
44
47.4
46.2
45.3
44.6
44.0
'
43.5
43.1
42.8
42.4
63.5
-61.0
. -59.2
-57.8
56.7
-55.8
-54.9
-54.2
. -53.6
48.3
47.0
46.1
- 45.4
.44.8
44.4
43.9
43.6
43.2
48
'55.9
-64.6.
-62.1
-60.3
-58.9
-57.8
.-56.8
-55.2
-54.5
49.1
47.8
46.9
46.2
45.6
45:1
44.7
44.3
44.0
52
-65.7
. -612
. -61.3
-59.9
. -58.7
-57.8
-56.9
-56.1
-55.5
56
49.9
48.6
. 47.6
46.9
; 46.3
45.8
45.4
45.0
44.7
-66.8
-64.2
. -62.3
-60.8
-59.7
-58.7
-57.8
'-57.0
-56.3
50.6
49.3
48.3
47.6
47.0
46.5
46.0
'45.7
45.3
60
-67.8
-65.1
63.2
61.7
-%5
-59.5
-58.6
-57.9
-57.2
General Notes
1 These tables list allowable pressures (Ww), given as 0.6'WW, where W it is the wind pressure calculated in accordance with Chapters 26 and 30
of ASCE 7-10 using.the ultimate design wind speed (Vult) anvl the variables given herein:
2 These tables are not valid as a site -specific drawing
3 These tables apply to walls and vertical surfaces only. .
4 Use of these tables, and the values and coefficients listed herein is to be dictated and verified by the governing building department and permit holder.
5 These tables are intended solely to illustrate design wind pressures as listed. No other warranty or' -certification is intended or applicable.',
6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced iri whole or in part without her express ivritten consent,
ULTIMATE WIND SPEED (moh) = 170
EXPOSURE CATEGORY = C
Tables cre valid for the followlng condlHons only:
\ I Wind Speed, (V„ b 3-second gust) = 170'mph
1 2 Risk Category. n (General Residential and Commercial
/ Construction).
3 Exposure Category C
4 Topographic Factor (Kzt): 1.0 (Flat Terrain)
5 DirectionalityFactor (Kd): 0.85
6 For situations requiring Kd=1.0, multiply the values in
these tables by 1.18. Verify Kd requirements with local
building official and product.approvals before use.
7 Enclosed Building: Gcpi-0.18
Consult an Enairteer for any other condlfloits
Instructions
1 Tables show the"worst case" design pressures, with any
unknown variable at its critical condition.
2 Tables are valid for any roof slope. For reductions for roof
slopes less than 10 degrees, consult Engineer for site
specific analysis.
3 Calculate the average roof height If averagecannot be
determined, use the peak roof height Roundup the roof
height tothe next -highest table value.
4 Calculate the tributary area (length x height) of the opening
in question. Round the tributary area down to the next
smallest table value. If the tributary area is unknown, use
the most critical value (10 square feet).
5 Area between structural mullions shall be used as tributary
area
6. Determine the Zone (Interior, 4. or Exterior 5) of the
opening. An opening with any portion closer than distance
"e to a building comer shall be considered in an Exterior
Zone (5), otherwise if all of the opening falls more than
distance "e from a building corner, the opening shall be
considered in an Interior Zone (4).
7 Distance "a," as.refered to above, shall becalculated as the
smaller of 10'/0 of the minimum building width or 40% of
the height, but not less than 3 feet
8 Read the worst case positive and negative design pressures .
for use as required by governing building department.
HT-100 ACCORDION SHUTTEk"
BLADE COMPONENTS
GENERAL NOTES
1. THE SYSTEM DEPICTED HEREIN HAS BEEN TESTED & EVALUATED IN ACCORDANCE
WITH THE 2010 FLORIDA BUILDING CODE, FOR USE ONLY OUTSIDE THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
2. ALLOWABLE DESIGN PRESSURES SHOWN HEREIN ARE BASED ON ALLOWABLE
STRESS DESIGN (ASD). THIS SYSTEM HAS BEEN EVALUATED WITHOUT A ONE-THIRD
INCREASE IN ALLOWABLE STRESS.
3. SITE WIND PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE
DETERMINED UNDER SEPARATE ENGINEERING CERTIFICATION IN ACCORDANCE WITH THE
GOVERNING CODE.
4. - THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE
INFORMATION FOR A SPECIFIC SITE. FOR SITE CONDITIONS DIFFERENT FROM THE
CONDITIONS DETAILED HEREIN, A LICENSED PROFESSIONAL ENGINEER OR REGISTERED
ARCHITECT SHALL PREPARE SITE -SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH
THIS APPROVAL.
5. CONTRACTOR, ARCHITECT, ENGINEER OF RECORD, OR BUILDING OFFICIAL SHALL
VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED
LOADS.
6. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6 ALLOY & TEMPER, U.N.O.
7. ALL POLYCARBONATE COMPONENTS SHALL BE FABRICATED FROM 100% " LEXAN "
POLYMER (BY SABIC INNOVATIVE PLASTICS ) APPROVED FOR OUTDOOR USE WITHIN THE
HVHZ.
8. SHUTTERS SHALL HAVE A MINIMUM OF ONE LOCK LOCATED WITHIN 18" OF
MID -SPAN (MEASURED VERTICALLY) AT ANY HORIZONTAL LOCATION, AND SHALL BE
ENGAGED WITH SHUTTER IN "CLOSED" POSITION TO PROVIDE HURRICANE PROTECTION.
9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF
ONE LABEL PER UNIT CONTAINING ALL INFORMATION SPECIFIED IN THE ABOVE -NOTED
BUILDING CODE, AS WELL AS THE FOLLOWING:
HURST AWNING CO. INC.
FLORIDA PRODUCT APPROVAL
10. HEAD & SILL DETAILS MAY BE INTERCHANGED WHERE NOTED IN MOUNTING
SECTIONS TO FIT FIELD CONDITIONS.
11. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, OR
STAINLESS STEEL WITH A MINIMUM TENSILE YIELD STRENGTH OF 60 KSI. ALL 3/16"0 POP
RIVETS SHALL BE 5052-H32 ALUMINUM ALLOY OR STRONGER.
12. OPTIONAL: SHUTTER BLADES MAY BE STACKED (i.e. HELD IN OPEN POSITION)
USING ANY COMBINATION OF THE FOLLOWING METHODS:
• ALUMINUM "STACK LOCKING CLIP" (PART #26)
• PLASTIC CLIP PLACED IN TRACK (HEAD &/OR SILL)
• PULL-OUT CLEVIS PIN INSERTED INTO TRACK (HEAD &/OR SILL)
• VELCRO STRAP AROUND STACKED BLADES (AT ANY HEIGHT)
13. ALL STEEL IN CONTACT WITH ALUMINUM SHALL BE PAINTED OR PLATED AS
PRESCRIBED IN THE ABOVE -NOTED BUILDING CODE.
" TRACK COMPONENTS
,f-z.4zo
0.097"
o 0.076"
0.07
0
0.055'.
0.055"
WALL TRACK
0
= o
s coi 0.125" 0.130"
�c
a 0.076'
rn
0.055"rl
0.055"
0.600"
n BUILDOUT WALL TRACK
SCALE: 1:3 i
1.840"
0.076" 0.076"
0.055" M
0.055"
0.600"
11 CEILING TRACK
SCALE: 1:3
2.420"
1.475"
0.5�00"
1.076'
11 Lip 0
N
n n-7ry ni
WALL SILL TRACK
SCALE: 1:3
w
auj
ulu
�N
W
ra
x U)
uw
(NON-HVHZ)
UNLIMITED WIDTH ir
K
WITHIN 18" OF MID -SPAN, LOCATION
& ANYWHERE ALONG AT END
HORIZ SHUTTER WIDTH
M TYPICAL ELEVATION
Qlj SCALE: N.T.S. EXTER ELEV
1.090" 0.600"
1.685" 0.055"
TYP
Ln Ln TOT
0. oo"
0.055"*SCALE:
TYP'"8 "
448"
ADJUSTABLE SILL TOPVER SILL TRACK
SCALE:1:3 1:3
0.0551, 1 TYP
TYP
N
1.641" 0.136" N
JIT 0.055" I _ ,�`-1.53 2
1.533" .jam- 3.283"
JUSTABLE SILL ADJUSTABLE SILL
BOTTOM n BOTTOM (ALT)
SCALE: 1:3 SCALE: 1:3
3.000"
0
M 0.062" TYP
0.724"
17 RECESSED SILL TRACK
SCALE: 1:3
O
N 0.125" TYP
.�- 2.000" TO 5.000"
n ANGLE
SCALE: 1:3
4.534"L.
R0.143" R0.287"
0.052"
ALUMINUM BLA
SCALE: 1:3
0.050"
R0.160",Yli _
4.559"
R0.143" R0.287"
0.100"
POLYCARS
0.224"
URETHANE ADHESIVE
0.0501,
TYP
-xc
8 90` END SLAT
SCALE: i:3
o in 0.060"
N TYP
ALT CENTERMATE 2
SCALE: 1:3
Pn c
L, ui
ENTERMATE 1
1:3
ASSEMBLY COMPONE
322" 0.322"
NIN � MIN �
i
�c- 00.135" ' 00.135 _
I MINOR MINOR o0
0
o ° 00.182" ° 00.182" ni
o -f MAIOR MAJOR
20a TYP 20b
#10 KNUCKLE SCREWS
SCALE: 1:3
100"
• NYLON ROLLERS
• STAINLESS STEEL
CARRIAGE & RIVETS
19 ROLLER ASSEMBLY
SCALE: 1:3
n NYLON BUSHINGS
SCALE: 1:3
ALT C
aI LOCKS &ACCESSORIES
.�� 2.812" 0.750"
c ❑CD 1.220"
Li 0.3 " SQ � 0.310" 0.770"
In
0.688"rn
THICKNESS: 0.125" 3�— —
(STAINLESS STEEL) 0.630'. O.OS0
177 HOOK LOCKING ARM I �4 HOOK LOCKING ARM BUSHING
SCALE: 1:3 SCALE: 1:3
1.400" 1.750"
m 0.0501,
c 0.078" 0.781"
0.188" 0.376" TYP
n HOOK LOCK INSERT I �S I HANDLE (OPTIONAL)
SCALE: 1:3 SCALE: 1:3
2.373" 0.070" TYP
00
R0.306"
0.174
rl.0"
26 STACK LOCKING CLIP
SCALE: 1:3
OPTIONAL HANDLE AT
i
- KEYED CYLINDER
OR THUMB -TURN
f' (EGRESS)
n EXTERIOR L-HANDLE LOCK
2 SCALE: 1:3 HORIZ SECTION
PUSH-BUTTON LOCK OR
THUMB -TURN (EGRESS)
UNIMATE + PUSH
SCALE: 1:3 HORIZ SECTION
2, lb
0.435"x0.028"
.; S.S. WASHER
llOfLOfS.5%
:
C. �G
G/
i
O!
`�-=
20b 0.435"x0.028"
TYPICAL S.S. WASHER
Ill BLADE ASSEMBLY
2 SCALE: 1:3 SIDE ELEVATION
OPTIONAL HANDLE i KEYED CYLINDER OR
AT LOCK LOCATION THUMB -TURN (EGRESS)
�_..._: _
l � Or -18, mRj � 0 ur 01'
5 INTERIOR L-HANDLE LOCK
2 SCALE: 1:3 HORIZ SECTION
T4' DIAM
PULL-OUT
CLEVIS PIN `�\` _,! 14-20 THUMBSCR
HORIZONTAL SECTIONS
r ANY ANCHOR FROM ANCHOR
i A' ; SCHEDULES AT 24" O.C.
61,Z' MAX
WHERE NO POLYCARB
BLADES ARE INCLUDED IN
SHUTTER, REF "ALL ALUM
BLADES" SPAN SCHEDULE
1000 / N
MAX MIN (1) LOCK
PER SHUTTER
(SEE OPTIONS !..
THIS SHEET) —/
SHUTTER ASSEMBLY WITH ALUMINUM
SCALE: 1:3
r ANY ANCHOR FROM ANCHOR
SCHEDULES AT 24" O.C.
61/Z„ MAX
1000
MAX
HORIZ SECTION
POLYCARB & ALUM BLADES
MAY BE COMBINED
(REF "POLYCARB BLADE"
SPAN SCHEDULE)
1000
MIN (1) LOCK MAX
PER SHUTTER \
(SEE OPTIONS
THIS SHEET)
31 SHUTTER ASSEMBLY WITH POLYCARB BLADES
2 SCALE: 1:3 HORIZ SECTION
7 UNIMATE + CLEVIS PIN 8 UNIMATE + THUMBSCREW
2 SCALE: 1:3 HORIZ SECTION Q2J SCALE: 1:3 HORIZ SECTION
ANY ANCHOR
FROM ANCHOR
SCHED AT 24" O.C.
ANYANCHOR
FROM ANCHOR
SCHED AT 24" O.C.
ALUM CLOSURE
ANGLE WITH MAX
DIMENSIONS:
•1"xl"x0.055"
• 1"Z' 0.055"
.1"x2y/z"x0.055"
•2"x3"x0.055"
• 2"x4"4.055"
• 2"x5"x0.125"
#10 SMS OR %6" POP
RIVETS AT 18" O.C.
TTSBZ# T-.) E Ln ^o
1m�
cn-
�r,
t� 3cri r,
UILM
•,
�w oe �LL
6 e� UJ o
Lu
ON Z�
is �U
w
a
N
= G o(n>
-Z =
�o0 o
°
O
U
Q D:
O
7H
U j-
�W
a�
c~nu i,7
�.^ LL
V
jZ
I E
`u
¢ID
DRAWING NUMBER:
HTS.09001
SHEET
2 OF
SPECIAL INSTALLATION OPTIONS:
(2) ANCHORS PER ANGLE (3) #1W-- GALV OR S.S.
(USE ANY ANCHOR FROM SMS OR 3/16" ALUM POP
ANCHOR SCHED) RIVETS EACH ANGLE TO TUBE
APPLICABLE TO ALUM. �. ,— (2) 1"x2"x0.125"
AND POLYCARB BLADES r ! (MIN) 6063-T6
#10x3.4" GALV OR S.S. SMS,
3/16" ALUM POP RIVETS, OR
14"-20 THRUBOLTS AT 24" O.C. —
jam,//�0//
//
EXISTING/ /
STRUCTURE
CORNER
� IT,
2"x2"x0.125"
6063-T6 L
ALUMINUM
TUBE AT
CORNER
ALUMINUM
ANGLES AT TOP
AND BOTTOM
OF EACH TUBE
ALT: ANY
LOCKING
CENTERMATE
AT CORNER
n CORNER CLOSURE WITH POST
3 SCALE: 1:3 HORIZ SECTION
5or5a
1/4-20 BOLTS
& NUTS AT
24" O.C.
Zz
` 2"x2"x0.125"
ALUM ANGLE
STRUUC EXISTING
CORNER
CORNER CLOSURE WITH
2 CENTERMATES (NO POST)
3 SCALE: 1:3 - HORIZ SECTION
FOR BUILDOUT CONDITIONS,
FASTEN TRACK TO B.O. ANCHORS FOR WALL MOUNT CONDITIONS
ANGLE PER APPROPRIATE ... ALT: ANCHORS FOR
MOUNTING SECTION DETAIL�� '`• `k',+ �' ;;�f TRAPPED CONDITIONS
aC�:_:2ai::S:�,:s+i �.`'ti:<• :eti o1 'r<�:'.
6JV.. •• .n •• Y.<-i •.Vh�1
• _s. :4�VIC. ANCHOR TYPE &
:�`_�':r•7.`•'e'
V ='t �y:� �� SPACING PER
° ANCHOR SCHED,
MIN (2) ANCHORS
PER SEGEMENT
ANY TRACK SHOWN TACK WELD AT EACH c =r y
HEREIN (HEAD OR SILL), SEAM BETWEEN
SEGMENTED TO FIT CURVE —' TRACK SEGMENTS
NOTE: ANCHOR INSTALLATION CRITERIA (EMBED, EDGE DIST, SPACING,
ETC.) SHALL APPLY AS NOTED IN ANCHOR SCHEDULE & NOTES
4 SEGMENTED TRACK OPTION
�,2j SCALE: 1:3 PLAN VIEW _
—14-20 BOLT & NUT
AT 24" O.C.
\ 1-49 — 7 (x2,
% i /� i
EXISTING
STRUCTURE i
— i4-20
BOLT &
(OUTSIDE %
CORNEA '', '
NUT AT
24' D.C.
ak
.:i3o',
EXISTING
STRUCTURE,
(INSIDE
CORNER)
(x2)
1/4720 BOLT
& NUT AT
24" O.C.
(x2)
X
// EXISTING //% //
/(STRAIGHT)
(STRAIGHT)
n FLOATING STACK OPTIONS
3 SCALE: 1:3 HORIZ SECTION
NOTE: ANY FLOOR TRACK MAY BE USED - REFER TO
MOUNTING SECTIONS FOR ANCHOR REQUIREMENTS
%Z' to 2" FIXED TRACK AT SLAT
REMOVABLE 1�2" to 2" l STACKING LOCATIONS
TRACK MUST BE ; (LENGTH MAY VARY)
INSTALLED FOR
HURRICANE
PROTECTION
REMOVABLE ANCHORS FIXED ANCHORS
5 REMOVABLE FLOOR TRACK
3 SCALE: N.T.S. PLAN VIEW
NOTE: ANY TRACK MAY BE USED - REFER TO
MOUNTING SECTIONS FOR ANCHOR REQUIREMENTS.
1•Z' to 2" SPLICE JOINT
Y2" to 2"
FIRST TRACK
ANCHORS AT SPLICE
& SILL
6 SPLICED TRACK
3 SCALE: N.T.S. PLAN VIEW
STUD & TRUSS/RAFTER MOUNTING CONDITIONS:
PLATE TO EACH RAFTER WITH ANCHOR TYPE AND QUANTITY
PER SCHED BELOW:
#14 WOOD SCREW (2" MIN EMBED); PROTECTED FROM RAIN 3
#14 WOOD SCREW (2" MIN EMBED) EXPOSED TO RAIN 4
EXISTING WOOD 1/4" TAPCON (1;4" MIN EMBED) EXPOSED TO RAIN i 5
TRUSSES OR
RAFTERS AT "PROTECTED": ROOF TRUSSES
24" O.C. MAX La" MIN "EXPOSED": DECK OR SIMILAR —
(G=0.55 MIN) - SPACING ANCHOR QUANTITY PER RAFTER —
(TYPICAL)
DGE i . ^ 0.125" OR 0.250" THICK ALUM PLATE
/; (WIDTH TO ACCOMMODATE ANCHOR D QUANTITIES PER TABLE ABOVE)
TRACK TO PLATE WITH #14 SMS
sl 1�4" MAX BETWEEN RAFTERS AT SPACING BELOW:
`„1 -
TO 1/B" PLATE: 5" O.C. MAX
• TO 1/a" PLATE: 10" O.C. MAX
NO GLASS
SEPARATION MAX SHUTTER SPAN PER
REQUIRED SPAN SCHEDULE 1 HEAD ONLY
n TRUSS -MOUNT CEILING TRACK
3 SCALE: 4" = V-0" MOUNTING SECTION
(� BLOCKING TO EACH STUD WITH ANCHOR
f TYPE AND QUANTITY
J PER SCHED BELOW: STUD SPACING
16" O.C. 24" O.C.
#14 WOOD SCREW 2 PER STUD 3 PER STUD
"' %�I 1/4" TAPCON 2 PER STUD 2 PER STUD
/o
w���
ANY WALL TRACK (HEAD OR SILL,
INCLUDING BUILDOUT)
L— TRACK TO BLOCKING PER SCHED BELOW:
4
TO ALUM BLOCKING:
V-� / • #14 SMS AT 5" O.C. MAX
1/4-20 BOLTS AT 12" O.C. MAX
" N I TO WOOD BLOCKING:
EMBED • #14 SMS AT 7" O.C. MAX
• 1/4" TAPCONS AT 7" O.C. MAX
BLOCKING MEMBER OPTIONS:
EXISTING WOOD STUDS + 1"xTY/a" OR 1"x4"x�e" ALUMINUM TUBE
AT 16" OR 24" O.C. MAX • 2x4 OR 2x6 WOOD MEMBER (G=0.55 MIN)
(G=0.55 MIN)
REF WALL TRACK MOUNTING DETAILS
FOR GOVERNING SPAN SCHEDULE TYP HEAD & SILL
(SILL SHOWN)
8 STUD WALL MOUNT
k-ij SCALE: 4" = 1'4" MOUNTING SECTION
TTSBZ# 'H'-) E Ln o
9mm
c M d%
i t] 3m^
CA CH
'� �■ 3 ii ii
,V N
ji;: IN c
�tu �e JJ
ew
LZ 00
yM LL
� z
DRAWING NUMBER:
HTS.09001
SHEET
3 OF 7
EXISTING HOST
STRUCTURE CONN TYPE C3
�• REF ANCHOR SCHED
FOR TYPE &SPACING
/�EMB,ED 1%2" TYP HEAD
/ I & SILL
j
MAX
J
z '+
NO GLASS
�'
Ln w
_
w
SEPARATION
wU
RE
cy i",
1 1 WALL TRACK
4 SCALE: 4" = V-0" w6UNTING SECTION
NO GLASS f
SEPARATION z y
REQUIRED I go
ul_
i`
�N ` �/„ SILL ONLY
,p �; /4
� w p � MAX
/!
1/ ,
i EMBED 2
j CONN TYPE C3
STING HOST REF ANCHOR SCHED
STRUCTURE FOR TYPE &SPACING
4 WALL SILL TRACK
4 SCALE: 4" = V-0" MOUNTINGS ON
346" POP RIVETS OR #12 SMS
AT 6" O.C. (FRONT & BACK)
z'�
NO GLASS
go
SEPARATION ,_ _ ; LL i
REQUIRED - _!
Lu N
3 Ii4
\V �' MAX
ILA __4. ILL
SILL ONLY
-EXISTING HOST STRUCTURE - CONN TYPE C3
REF ANCHOR SCHED
FOR TYPE & SPACING
!?`EMBED li
ll
1 7 72 TYP HEAD
/� / _ I &SILL
�1jn
2"x2"x0.050" 9 _ 4 MAX
ALUM B.O. TUBE -
NO GLASS SEPARATION N uj
REQUIRED r w N
BUILDOUT 2x2
2 + WALL TRACK
4 SCALE: 4" = V-0" MOUNTING SECTION
EXISTING HOST
; EDGE r-STRUCTURE
DISLu T
/i/ /// - RONANCHOR YPE S HED
i ^ FOR TYPE & SPACING
N• f '.
} 1 q" MAX TYP HEAD
D
& SILL
z .,
NO GLASS a o
kn SEPARATION r w =
REQUIRED z '^
1
3 CEILING TRACK
4 SCALE: 4" = V-0" MOUNTING SECTION
SPAN SCHEDULE NOTES:
1. SCHEDULE ABOVE GIVES MAXIMUM
ALLOWABLE DESIGN PRESSURES AT EACH
RESPECTIVE SPAN.
2. THIS SCHEDULE IS APPLICABLE TO
ONLY THOSE COMBINATIONS OF MOUNTING
CONDITIONS SHOWN IN THIS SECTION.
3. WHERE THESE MOUNTING CONDITIONS
ARE COMBINED WITH OTHERS SHOWN
ELSEWHERE HEREIN, THE LESSER
ALLOWABLE DESIGN PRESSURE AND SPAN
SHALL GOVERN.
NO GLASS
NO GLASS SEPARATION
REQUIRED
o
NO GLASS SILL ONLY
SEPARATION �'
}
z
REQUIRED
SILL ONLY zf
a
w
2"x2"x0.050"
N=
_ _ w U
REQUIRED �� ��
=
N W
u- u
_
N
_ ' °- u
ALUM B.O. TUBE :.
_ if* , j I "�
i = lAX
i MAX .
�n
r--
L 7 ^; i
„ M v)
_
i7
;SILL ONLY
/ p N ` :-J' / 4" J
Lu
MAX
,JSLEMBED'
%' CONN TYPE C3
L EXISTING HOST REF ANCHOR SCHED
STRUCTURE FOR TYPE &SPACING
BUILDOUT 2x2
n + WALL SILL TRACK
4 SCALE: 4" = V-0" MOUNTING SECTION
3/16' POP RIVETS OR #12 SMS
AT 6" O.C. (FRONT & BACK)
NO GLASS
SEPARATION
REQUIRED V '
1"x1" 0.125"-
ALUM ANGLE
CONN TYPE C4 ~ 1/2" r `J
REF ANCHOR SCHED -
/ FOR TYPE & SPACING
EDGE ,
Dlsi �/- EXISTING HOST
STRUCTURE
ADJUSTABLE SILL TRACK
n (STANDARD ANCHORAGE)
J SCALE: 4" = V-0" MOUNTING SECTION
.f
z
go
`) Lu
_
o w U
wV)
_i z
1T
MAX . SILL ONLY .
CONN TYPE C5
F REF ANCHOR SCHED
FOR TYPE & SPACING
EXISTING HOST
ADJUSTABLE SILL TRACK
9) (1xl ANGLE ANCHORAGE)
j ANY ANCHOR FROM
ANCHOR SCHED AT
/ 12" O.C.
/ /m / EXISTING HOST
EDGE STRUCTURE
w DIST
CUT'/4'W x 1%4"D GROOVE INTO EXISTING
HOST STRUCTURE TO FIT RECESSED TRACK
ANY ANCHOR FROM
Lu
ANCHOR SCHED IN
E PAIRS AT 24" O.C.
D
EDGE (OR STAGGER)
LST
^� EXISTING HOST
�f STRUCTURE
CUT %"W x 1Y4"D GROOVE INTO
EXISTING HOST STRUCTURE TO
FIT RECESSED TRACK
n RECESSED SILL TRACK 7 RECESSED SILL TRACK (ALT)
4 SCALE: 4" = V-0" MOUNTING SECTION 4 SCALE: 4" = V-0" MOUNTING SECTION
3%6" POP RIVETS OR #12 SMS
AT 6" O.C. (FRONT & BACK)
NO GLASS
SEPARATION _.
REQUIRED l �:
13 rJ
MAX
EQ EQ -
f
z ,
\cno
LL =
w N
SILL ONLY
CONN TYPE C4
REF ANCHOR SCHED
;.. „: f FOR TYPE &SPACING
�/
C4 EDGE,
DIST EXISTING HOST
j /jSTRUCTURE
ADJUSTABLE SILL TRACK
10 (FLANGED BOTTOM)
SCALE: 4" = V-0" MOUNTING SECTION
f
z .
NO GLASS go
LU
SEPARATION U_ =
REQUIRED _ z U
16 SILL ONLY
1,4 MAX
// CONN TYPE C4
ANCHOR SCHED
REF
/ / EQ �'% FOR TYPE & SPACING
Lu
'EDGE/
"I'/// / D 5TZ/ EXISTING HOST
/ � STRUCTURE
111 WALKOVER SILL TRACK
-IJ SCALE: 4" = V-0" MOUNTING-9
,
SPAN SCHEDULE 1
APPLICABLE TO ALL MOUNTING
CONDITIONS ON THIS SHEET,
AS WELL AS DETAILS %; & s
BLADE
SPAN
i! ALLOWABLE DESIGN
WIND PRESSURE
ALL ALUM POLYCARB
I. BLADES BLADES
4'-0"
±170.0 PSF
+132.8 / -144.0 PSF
t162.7 PSF
!: ±146.4 PSF
1:. t 133.1 PSF
±122.0 PSF
; t 115.6 PSF
f 109.8 PSF
li ±104.6 PSF
' +118.0 / -128.0 PSF
+106.2 / -115.2 PSF
. + 96.6 / -104.7 PSF
: + 88.5 / - 96.0 PSF
' + 83.9 / 90.9 PSF
+ 79.7 / 86.4 PSF
' + 75.9 / 82.3 PSF
5'-0"
T-6"
6'4"
6'-4"
V-8"
7-0"
99.8 PSF
; f 95.5 PSF
f 91.4 PSF
f 87.8 PSF
1i t 84.5 PSF
, t 81.3 PSF
i' t 78.4 PSF
` + 72.4 / 78.5 ' PSF
= + 69.3 7 75.1- PSF
i + 66.4 / 72.0 PSF
- - - - -
_
- - - - -
• " 7'-8"
8'-0"
8'4"
8'-8"
9'-0"
9'-4"
9'-8"
t 75.7 PSF
10'-0"
li t 73.2 PSF
- -
10'4" I!
f 70.8 PSF
f 68.6 PSF
. 11'-0" 1I
t 66.5 PSF
-
11'-4"
! t 64.0 PSF
-
-81,
t 61.3 PSF
12'-0"
f 54.8 PSF-
12'-4" j
f 49.1 PSF
12'-8"
I f 44.1 PSF
IT-0"
j f 39.8 PSF
-
13'-4"
t 35.9 PSF
i
13'-B"
t 32.5 PSF
-
14'-D"
t 29.6 PSF
14'4'
f 26.9 PSF
14'-B" ;
f 24.5 PSF
-
15-0" I
f 22.4 PSF
-
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DRAWING NUMBER:
HTS.09001
SHEET
4 OF
- EXISTING HOST
STRUCTURE
CONN TYPE C2
REF ANCHOR SCHED
/ FOR TYPE & SPACING
,EMBED' 1 lit
-� TYP HEAD
LL' / & SILL
•' 0
-��-1� �f " 14'. MAX
Zry
NO GLASS go
Lu
SEPARATION LL =
REQUIRED LU L)i
1
1 BUILDOUT WALL TRACK
5 SCALE: 4" = 1'-0" MOUNTING SECTION
7-
NO GLASS ALUMINUM
SEPARATION % BLADES ONLY Z ry
REQUIRED w
CC
u�\ �I! �; 1/4
�r �I MAX I SILL ONLY
#14 SMS AT 12" O.C.
i
2"x5"0.250" ALUM ANGLE
ji
DIST
CONN TYPE CS
REF ANCHOR SCHED
FOR TYPE & SPACING
ice- EXISTING HOST
A STRUCTURE
BUILDUP 2x5 (HEAVY)
3 + CEILING TRACK
5 SCALE: 4" = V-O" MOUNTING SECTION
- EXISTING HOST LEG DIRECTION MAY BE REVERSED
STRUCTURE (USE APPROPRIATE CONN TYPE)
CONN TYPE C2 (REVERSED LEG DIR)
REF ANCHOR SCHED FOR TYPE & SPACING
CONN TYPE Cl
REF ANCHOR SCHED FOR TYPE & SPACING
1,2„
/ TYP HEAD
"EMBED &SILL
�L it ti k j[
/" W F/12
� �� 1 1.4 MAX
o � .
' w it -20 BOLT
/ ' - IT AT
12" O.C. a o
!n =LL
NO GLASLu
S
- SEPARATION
REQUIRED
BUILDOUT 2x5 (STANDARD)
2 + CEILING TRACK
5 SCALE: 4" = V-O" MOUNTING SECTION
SPAN SCHEDULE NOTES:
1. SCHEDULE ABOVE GIVES MAXIMUM
ALLOWABLE DESIGN PRESSURES AT EACH
RESPECTIVE SPAN.
2. THIS SCHEDULE IS APPLICABLE TO
ONLY THOSE COMBINATIONS OF MOUNTING
CONDITIONS SHOWN IN THIS SECTION.
3. WHERE THESE MOUNTING CONDITIONS
ARE COMBINED WITH OTHERS SHOWN
ELSEWHERE HEREIN, THE LESSER
ALLOWABLE DESIGN PRESSURE AND SPAN
SHALL GOVERN.
SPAN SCHEDULE 2
APPLICABLE TO ALL MOUNTING
CONDITIONS IN THIS SECTION
BLADE
SPAN
ALLOWABLE DESIGN
I WIND PRESSURE
i ALL ALUM ! POLYCARB
BLADES BLADES
4'-0"
±144.0 PSF +132.8 / -144.0 PSF
4'-6"
I ±128.0 PSF: +118.0 / -128.0 PSF
5-0"
i ±115.2 PSF i +106.2 / -115.2 PSF
T-6"
i f104.7 PSF ; + 96.6 / -104.7 PSF
6'-0"
I t 96.0 PSF + 88.5 / -96.0 PSF
6'4'
j t 90.9 PSF i + 83.9 / -90.9 PSF
6-8"
j t 86.4 PSF + 79.7 / -86.4 PSF
T-0"
; t 82.3 PSF ' + 75.9 / -82.3 PSF
7'4'
I t 78.5 PSF ! + 72.4 / -78.5 PSF
T-8"
t 75.1 PSF + 69.3 / -75.1 PSF
8' 0"
I t 72.0 PSF + 66.4 / -72.0 PSF
8'-4"
I; t 66.4 PSF
8'-8"
t 61.3 PSF -
9'-0"
t 56.9 PSF -
9'-4"
t 52.9 PSF
9'-8"
t 49.3 PSF I
10'-0"
t 46.1 PSF
10'4' !;
t 43.2 PSF _
10'-8"
t 40.5 PSF -
11'-0" I
t 38.1 PSF -
11'-4" 'I
f 35.9 PSF -
11'
t 33.9 PSF -
12'-0" !' t 32.0 PSF - - - - -
12'-4" t 30.3 PSF - - - - -
12'-8" I; t 28.7 PSF '.
1T-0" li f 27.3 PSF-
13'-4" t 25.9 PSF
13'-8" ;' t 24.7 PSF
14'-0" I t 23.5 PSF - - - - -
14'-4" i' t 22.4 PSF
_
14'-8" i. t 21.4 PSF - -
15' 0" t 20.5 PSF
- EXISTING HOST r LEG DIRECTION MAY BE REVERSED
1.STRUICTURE (USE APPROPRIATE CONN TYPE)
CONN TYPE Cl (REVERSED LEG DIR)
REF ANCHOR SCHED FOR TYPE & SPACING
CONN TYPE Cl
REF ANCHOR SCHED FOR TYPE & SPACING
/ ' '2 TYP HEAD
/ / / -ti =�� &SILL
/u N/�/ 2 1 f-� I"" MAX
w o /' 1 t4-20 BOLT _
& NUT AT =_
(2) 2"x5"xO.125"\' 12" O.C.
ALUM ANGLES u-
u
NO GLASS UJ z u')
SEPARATION
REQUIRED
BUILDOUT 2x5 (2x STANDARD)
+ CEILING TRACK
5 SCALE: 4" = 1'-0" MOUNTING SECTION
- D(ISTING HOST
LEG DIRECTION MAY BE REVERSED
STRUCTURE
/ (USE APPROPRIATE CONN TYPE)
/
CONN TYPE Cl (REVERSED LEG DIR)
/
/ REF ANCHOR SCHED FOR TYPE & SPACING
r CONN TYPE Cl
REF ANCHOR SCHED FOR TYPE & SPACING
TYP HEAD
EMBEDS
^ rn i & SILL
Imo/ Y2" J
t is 1
�� o r�-20 BOLT / !%4 MAX
1 \1 T/& NUT AT
2"x5"xO.250" 12" O.C. J =; _ o
ALUM ANGLE c _
NO GLASS Ln
SEPARATION
REQUIRED
REQUIRED
BUILDOUT 2x5 (HEAVY)
n + CEILING TRACK
J SCALE: 4" = 1'-O" MOUNTING SECTION
SPAN SCHEDULE NOTES.:
1. SCHEDULE ABOVE GIVES MAXIMUM
ALLOWABLE DESIGN PRESSURES AT EACH
RESPECTIVE SPAN.
2. THIS SCHEDULE IS APPLICABLE TO
ONLY THOSE COMBINATIONS OF MOUNTING
CONDITIONS SHOWN IN THIS SECTION.
3. WHERE THESE MOUNTING CONDITIONS
ARE COMBINED WITH OTHERS SHOWN
ELSEWHERE HEREIN, THE LESSER
ALLOWABLE DESIGN PRESSURE AND SPAN
SHALL GOVERN.
SPAN SCHEDULE 3
APPLICABLE TO ALL MOUNTING
CONDITIONS ON THIS SHEET
BLADE
SPAN
' ALLOWABLE DESIGN
WIND PRESSURE
ALL ALUM
BLADES
POLYCARB
j BLADES
4'-D"
1 *144.0 PSF j +132.8 / -144.0 PSF
4' 6"
11 ±128.0 PSF i +118.0 / -128.0 PSF
5'-0"
+115.2 PSF i +106.2 / -115.2 PSF
5'-6"
±104.7 PSF ! + 96.6 / -104.7 PSF
6'-0"
t 96.0 PSF + 88.5 / -96.0 PSF
614'
f 90.9 PSF + 83.9 / -90.9 PSF
6'-8"
j t 86.4 PSF + 79.7 / -86.4 PSF
7-0"
f 82.3 PSF + 75.9 / -82.3 PSF
7-4"
t 78.5 PSF ; + 72.4 / -78.5 PSF
T-8"
f 75.1 PSF i + 69.3 / -75.1 PSF
81-0"
f 72.0 PSF + 66.4 / -72.0 PSF
8'-4"
f 68.1 PSF
8'-8"
I + 64.5 PSF -
9'-0"
f 61.1 PSF
9'-4"
f 58.0 PSF
9'-8"
f 55.2 PSF '
10'-0"
f 52.5 PSF-
10'-4"
f 49.9 PSF - - - - -
10'-8" is
t 47.6 PSF
11'-0" !:
f 45.4 PSF
il' 4"
-+44.0 PSF
11'-8"
t 42.B PSF
12'-0" I'
t 41.6 PSF
12'-4" !:
f 40.5 PSF !
12'-8"
t 39.4 PSF -
13'-0" li
t 38.4 PSF .
13'-W'
i f 35.9 P5F - - - - -
13'-8" I'
f 32.5 PSF
14'-0" f 29.6 PSF
14'-4" i! f 26.9 PSF - - - - -
14'-8" 1' f 24.5 PSF -
15' 22.4 PSF - - - - -
TTSBZK 'tl7
3 9
LL
m
m
53
53
v
Q LL
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DRAWING NUMBER:
HTS.09001
SHEET
5 OF 7
2
TT58Z# -tl'D
- LEG DIRECTION (ONE OR BOTH) MAY BE REVERSED
(USE MOST CRITICAL CONN TYPE)
- EXISTING HOST
- CONN TYPE C3 (REVERSED LEG DIR)
STRUCTURE
REF ANCHOR SCHED FOR TYPE & SPACING
(NOT TO EXCEED 6" O.C. MAX)
/
- CONN TYPE Cl
REF ANCHOR SCHED FOR TYPE & SPACING
(NOT TO EXCEED 6" O.C. MAX)
a-20 BOLT & NUT
AT 12" O.C.
,t�, EMBED 14" /
j 17 7 7, 2" MIN 9 TYP HEAD
/ w F 1'z' OVERLAP ��^� & SILL
,ujo/
O �
o - (2) 2"x5"x0.125"
ALUM ANGLES OR 14" MAX
(1) 2"x5"x0.250" `ALUM ANGLE25
NO GLASS SEPARATION REQUIRED e a ; i o
DOUBLE BUILDOUT 2x5 W
u N
1 + WALL TRACK
n
6 SCALE: 4" = V-0" MOUNTING SECTION
SPAN SCHEDULE 4
APPLICABLE TO ALL MOUNTING
CONDITIONS IN THIS SECTION
BLADE
SPAN
i ALLOWABLE DESIGN
WIND PRESSURE
I ALL ALUM POLYCARB
I; BLADES BLADES
4'-0"
±150.0 PSF +132.8 / -144.0 PSF
4'-6"
1 t133.3 PSF i +118.0 / -126.0 PSF
ST 0"
! ±120.0 PSF +106.2 / -115.2 PSF
5'-6"
1 ±109.1 PSF 1 + 96.6 / -104.7 PSF
6'-0"
j ±100.0 PSF + 88.5 / - 96.0 PSF
6'-4"
! t 94.7 PSF + 83.9 / - 90.9 PSF
6'-8"
! t 90.0 PSF + 79.7 / 86.4 PSF
7 0"
t 85.7 PSF ! + 75.9 / - 82.3 PSF
7'4'
t 81.8 PSF + 72.4 / - 78.5 PSF
T-8"
t 78.3 PSF j + 69.3 / - 75.1 PSF
66.4 / - 72.0 PSF
8'-4"
f 69.1 PSF I
8'-8"
t 63.9 PSF i
9'-0"
j t 59.3 PSF -
9'-4"
f 55.1. PSF
9'-8"
t 51.4 PSF
10'-0" ;'.
t 48.0 PSF
10'-4"
f 45.0 PSF
10'-8"
t 42.2 PSF
1V-0" ;1
t 39.7' PSF ,
ll'-4" !
f 37.4 PSF
11'4" i'
t 35.3 PSF
12'-0"
f 33.3 PSF - - - - -
12'4'
t 31.6 PSF -----
12'-8" !
t 29.9 PSF -
13'-0"
t 28.4 PSF
13'4'
i t27.0 PSF -----
13'-B"
t 25.7 PSF
14'-0"
t 24.5 PSF
14'4' f 23.4 PSF -----
14'-8" is t 22.3 PSF
IT-0" 1' t 21.3 PSF
SPAN SCHEDULE NOTES:
1. SCHEDULE GIVES MAXIMUM ALLOWABLE
DESIGN PRESSURES AT EACH RESPECTIVE SPAN.
2. THIS SCHEDULE IS APPLICABLE TO ONLY
THOSE COMBINATIONS OF MOUNTING
CONDITIONS SHOWN IN THIS SECTION.
3. WHERE THESE MOUNTING CONDITIONS
ARE COMBINED WITH OTHERS SHOWN
ELSEWHERE HEREIN, THE LESSER ALLOWABLE
DESIGN PRESSURE AND SPAN SHALL GOVERN.
SUPPORT BEAM AT SHUTTER END
EXISTING HOST
REF "BEAM ANCHOR SCHEDULE"
\STRUCTURE
FOR ANCHOR TYPES & QUANTITIES
'
(TOTAL OF ANCHORS IN BOTH
ANGLES AT EACH CONNECTION)
(3) ,i q-20 BOLTS &NUTS
PER CONNECTION
14-20 BOLT & NUT
AT 12" O.C.
TYP HEAD
_Z_Z '- --
_
& SILL
REF "BEAM
/
DESIGN SCHED"
EMBED'
DIRECTION
CEILING TRACK PER
MOUNTING SECTION
/ :
/� �;'
LEG
OF EITHER
-i _
- - r
z ❑
/ w o
'
ANGLE MAY BE
_ _ - ' __
Lu
nq
REVERSEDLn
(NOTE ALT
` -
m
ANCHOR
- - _
-�-�
LOCATION)
`n w
Ln/
/ LLI
(TYPICAL ALL
CONNECTIONS)
- - - - - -
,
EMBED-!
ADJUSTABLE SILL TRACK
/
PER MOUNTING SECTION
•�.,
�
-!
;SILL ONLY
REF "BEAM
DESIGN SCHED"
%4-20 BOLT & NUT
AT 12" O.C.
- / (3) 1a-20 BOLTS & NUTS
PER CONNECTION
REF "BEAM ANCHOR SCHEDULE"
/ FOR ANCHOR TYPES & QUANTITIES /
(TOTAL OF ANCHORS IN BOTH /
�- EXISTING HOST ANGLES AT EACH CONNECTION)
STRUCTURE
n SUPPORT BEAM AT SHUTTER ENDS
J SCALE: 4" = V-0" MOUNTING SECTION
BEAM ANCHOR SCHEDULE
1/4" ITW TAPCONS TO ! 1/4-20 ALL POINTS :1/4" ITW TAPCONS TO 1/4-20 ALLPOINTS •.
#14 SCREWS TO
CONCRETE
SOLID -SET TO
HOLLOW BLOCK
SOLID -SET TO HOLLOW
WOOD
a
(3192 psi MIN)
!CONCRETE (3000 psi MIN)
(1500 psi MIN)
BLOIX (1800 psi MIN)
(G=0.55 MIN)
1 3/4" MIN EMBED
7/8" MIN EMBED
1-3/4" MIN EMBED
7/8" MIN EMBED
2" MIN EMBED
z
2-1/2" MIN EDGE DIST
3" MIN EDGE DIST
2-1,2" MIN EDGE DIST
3" MIN EDGE DIST
3/4" MIN EDGE DIST
u
3" MIN SPACING
3" MIN SPACING
3" MIN SPACING
3" MIN SPACING
3" MIN SPACING
A
2 PER CONN
2 PER CONN
4 PER CONN
2 PER CONN
2 PER CONK
B
2 PER CONN
2 PER CONN
6 PER CONN
4 PER CONN
4 PER CONN
C
4 PER CONN
4 PER CONN
8 PER CONN
4 PER CONN
4 PER CONN
D
4 PER CONN
4 PER CONN
- - - N/A - - -
6 PER CONN
8 PER CONN
BEAM ANCHOR SCHEDULE NOTES:
1. SCHEDULE GIVES MINIMUM NUMBER OF ANCHORS REQUIRED PER CONNECTION (i.e. TOTAL
QUANTITY AT EACH BEAM END).
2. ANCHORS SHALL BE DISTRIBUTED EVENLY BETWEEN THE (2) ANGLES AT EACH CONNECTION.
3. ANCHORS SHALL ALSO BE BALANCED ACROSS THE LENGTH OF EACH ANGLE, WITH 3,e MIN EDGE
DISTANCE TO END OF ANGLE.
BEAM DESIGN SCHEDULE
SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURE IN LB/FT2 (PSF)
a
CL
zz "'
2"0"x%E" BEAM
2"x5"xlig' BEAM
2"x8"x>s" BEAM
2"x9"x=.b' BEAM
a w
U)
S
m N
CONNECTION TYPE
A B C D
CONNECTION TYPE
A c B C D
CONNECTION TYPE
A B C D
CONNECTION TYPE
A B C D
5 FT
125 146 ; 146 146
125 :
146 ! 146 146
125
146 146 ; 146
125 : 146 ; 146 146
6 FT
104 122 122 122
104
122 122 :
122
1D4 : 122 122 122
104 122 122 122
8 FT
78 91 91 91
78
91 91
91
78
91 91 91
78 91 91 91
10 FT
62 73 73 73
62
73 73
73
62
73 73 73
62 73 73 73
.12 FT
52 55 55 ! 55
52
55 55
55
52
55 55 55
52 55 55 55
5 FT
100 140 : 140 140
100 1 146 146 i 146
100 146 . 146 . 146
100 146 146 46
6 FT
83 117 '• 117 ' 117
83 ,
122 122 :
122
83 ` 122 122 ' 122
63 122 122 122
LL 8 FT
62 88 i 88 ' 88
62 i
91 91
91
62
91 , 91 i 91
62 91 9: 91
10 FT
50 70 ! 70 70
50 j
73 73
73
50
73 73 73
50 73 73 73
12 FT
42 ! SS 55 55
42 i
55 55 !
55
42 `. 55 55 55
42 55 55 55
5 FT
81 i 81 81 •. 81
83 1 128 146 i 146
83 1128
' 146 146
83 128 146 146
6 FT
68 68 68 68
69
107 122
122
69 i
107 122 122
69 107 122 _22
LL 8 FT
51 51 i Sl ! 51
52
80 91
91
52
80 91 91
52 i 80 91 91
ID
10 FT
41 i 41 41 i 41
42
64 73
73
42
64 73 73
42 i 64 73 73
12 FT
34 34 ': 34 ! 34
35 I
53 1 55
55
35
53 55 i 55
35 1 53 55 55
15 FT
51 51 ! 51 ! 51
71 1 110 142 ! 146
71 1 110 ; 142 146
71 ! 110 ! 142 146
6 FT
43 43 43 j 43
59 I
91 1--- i 122
59
91 '1- - - j 122
59 91 1- - - 122
8 FT
32 ; 32 32 i 32
45 '
69 1 89
91
45
69 1 89 91
45 69 ! 89 91
10 FT
26 ! 26 26 1 26
36 ;
55 71 !
73
36
55 71 ` 73
36 55 ' 71 73
12 FT
21 1 21 21 I 21
30 1
46 55 1
55
30 1
46 55 55
30 i 46 55 ! 55
5 FT
34 i 34 34 1 34
62 96 122 ! 122
62
96 125 146
62 i 96 125 j 146
6 FT
29 1 29 1 29 ' 29
52
80 101
101
52
80 i 104 i 122
52 80 104 ' 12-2
8 FT
21 21 21 1 21
39 !
60 76 !
76
39 !
60 78 i 91
39 60 j 78 i 91
i 10 FT
- - - - - - - - - - - -
31
48 61
61
31
48 j 62 ! 73
31 48 ! 62 ; 73
12 FT
- i -
26
40 51
51
26
40 52 1 55
26 ! 40 i 52 ! 55
5 FT
24 24 24 24
55 1
85 85 ;
85
55 j
85 ! 111 146
55 85 111 146
6 FT
20 20 20 ! 20
46
71 71
71
46
71 + 92 122
46 '• 71 ! 92 1 122
8 FT
- - I
35 j
53 53
53
35 j
53 69 ; 91
35 ' 53 69 j 91
1 10 FT
- - - - I - - - -
28 i
43 i 43 1
43
28
43 i 55 73
28 43 55 ! 73
23 1
36 ! W; I 36
23
36 1 46 i 55
23 36 46 i 55
5 FT
- - ! - -
50
62 62 i
62
50 i
77 1 100 146
50 1 77 100 ! 146
6 FT
- - 1
42
52 52
52
42
64 83 ! 122
42 64 1 83 122
tz
o ! 8 FT
- - - ; ; - - -
31
39 39
39
31 i
48 ! 62 91
31 48 I 62 91
'. 10 FT
- - i
25
31 31 (
31
25
38 50 73
25 •' 38 i 50 73
12 FT
- - - - - - i - - - ; - - -
21 i
26 26 ! 26
21
32 1 42 ! 55
21 I 32 42 55
5 FT
- - - ` - - - ! - - -
36 j
36 36
36
42
64 83 i 122
42 ! 64 83 j 138
6 FT
- - - • - - - - - -
30
30 30
30
35
53 '. 69 102
35 1 53 69 j 115
8 FT
- - - : - - - - - - . - - -
23
23 23
23
26
40 52 76
26 40 52 '; 86
.. ' LOFT
- - --- ------
--- ^ --- . ---'
-
21
32 42 i 61
21 32 42 69
12FT
--- - ! ---
--- •
---' --- ---
---
27 35 51
27 i 35 55
--- ' --- ---'---
23
23 23
23
36
55 71 82
36 ' 55 71 101
-__:--- --- ---
---
--- ---
---
30
46 59 68
30 46 59 84
d5Fr
--- --- --- ---
--- --- ---
---
22
34 45 51
22 34 45 63
--- --- --- ---
--
--- ---
---
---
27 36 41
27 36 51
-
---'
--- ---
---
---
23 30 34
--- 23 ! 30 42
REFER TO SPAN SCHEDULES FOR MAX ALLOWABLE SHUTTER SPANS AND PRESSURES
BEAM DESIGN SCHEDULE NOTES:
1. SCHEDULE GIVES MAXIMUM ALLOWABLE DESIGN PRESSURES AT EACH
RESPECTIVE BEAM SPAN AND SHUTTER SPAN.
2. THIS SCHEDULE IS APPLICABLE TO ONLY THOSE COMBINATIONS OF
MOUNTING CONDITIONS SHOWN IN THIS SECTION.
3. SHUTTER SPANS AND ALLOWABLE DESIGN PRESSURES SHALL BE LIMITED
TO THOSE PROVIDED IN APPROPRIATE SPAN SCHEDULE(S).
-6mT
mo%
CAP
39
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UT
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mIUIUu-!
z
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NQoA
j w
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DRAWING NUMBER:
HTS.09001
¢ O
SHEET
6 OF
r
ANCHOR SCHEDULES:
V 2
SPANS UP TO 6'-0"
SPANS UP TO W-8"
SPANS UP TO 15'-0"
LnWp
N
CONN TYPE
CONN TYPE
CONN TYPE
AN
�C1
x -6
]73
C4 CS
C1 C2 C3 C4 CS
C1 C2 + C3 C4 CS
ITW TAPCON (ATT)
12.0' ' 12.0"' 12.0" 12.0"' 12.
2.0' 12.0":12.0" ' 9.6" 12.0"
2.0" 12.0"j7.3" ' 53' 6.3"
12.0"° 12.0"'12.0" 11.212.0
12.0" 12.0"'12.0" 7.4" 120"
12.0" 12.0"6.5" 4.8" 5.4"
W)
MIN EMBED: 1.75"
12.0" 12.0"'12.0" 8.5" :12.0"
12.0" 12.0" : 8.2" 5.7" 7.3"
12.0" 12.0" 6.5" 4.8" 5.4"
MIN EDGE DIST: 3"
12.0"' 12.0., 8.2" . 5.7" 7.3"
12.0" 12.0". 6.5" . 4.8" 5.4"
12.0"-. 12.0", 6.5" 4.8" 5.4"
170
12.0". 12.0" 6.5" 4.8" 5.4"
12.0" 12.0" 6.5" 4.8" 5.4"
12.0" 12.0"; 6.5 4.8" 5.4"
Ia" ELCO ULTRACON
45
12.0" 12.0": 12.0"12.0" 12.0"
12.0" : 12.0" 12.0":: 8.7" 12.0"
12.0" 12.0" , 6.3 4.7" 5.7"
57
12.0": 12.0" 12.0" 10.1" 12.0"
12.0" 12.0--:11.2"'. 6.6" 11.2"
12.0" , 11.5" ; 5.6 4.3" 4.8"
Ln
MIN EMBED: 1.75"
73
12.0" : 12.0": 12.0": 7.6" 12.0"
12.0"; 12.0" ; 7.0" 5.1" 6.6"
12.0" 11.5" ! 5.6" 4.3" 4.8"
oc
MIN EDGE DIST: 23'
105
12.0" 12.0"1 7.1" 5.1" ' 6.6"
12.0"; 11.5" 5.6" ' 4.3" ; 4.8"
12.0". 11.5"; 5.6" 4.3" 4.8"
170
12.0"! 11.5"! 5.6" : 43' 4.8"
12.0" '11.5" 5.6" : 4.3" i 4.8"
12.0":11.5"1 5.6" ! 4.3" : 4.8"
�-
5/ie" ITW TAPCON
45
12.0" ' 12.0" 112.0" 12.0" 12.0"
12.0"! 12.0" 12.0" : 12.0" 12.0"
12.0" 12.0" ? 10.5" ; 8.2" 9.9"
57
12.0"; 12.0" ':12.0" .12.0" ' 12.0"
12.0" 12.0" 12.0": 11.5" :12.0"
:
12.0" 12.0" j 9.2" 7.5" ; 8.4"
w
MIN EMBED: 2.25"
73
12.0" 12.0"112.0".12.0" 12.0"
12.0" 12.0"; 11.7", 8.8" :11.5"
12.0" 12.0"i 9.2" : 7.5" : 8.4"
a
U
MIN EDGE DISf: 3.125"
z
N
105
12.0"! 12.0".: 11.8" ; 8.8" ' 11.6"
12.0" i 12.0" : 9.2" ; 7.5" 8.4"
12.0" ; 12.0" j 9.2" 7.5" 8.4"
170
12.0" 12.0"! 9.2" ! 7.5" 8.4"
12.0" 12.0": 9.2" : 7.5" 8.4"
12.0" 12.0" ! 9.2" 7.5" i 8.4"
5/16 " ELCO ULTRACON
45
12.0" "12.0"!; 12.0": 12.0" 12.0"
12.0" 12.0"'12.0"; 12.0"! 12.0"
12.0" 12.0": 8.7" :! 7.1" i 8.7"
MIN EMBED: 1.75"
57
12.0"! 12.0" 12.0" 12.0" 12.0"
12.0" 12.0" 12.0"; 10.0":12.0"
12.0" 12.0" 7.7" j 6.5" 7.3"
a
oc
MIN EDGE DIST: 3"
73
;
12.0" . 12.0" 12.0" : 11.4"' 12.0"
12.0" 12.0" 9.7" ? 7.6" ' 10.1"
12.0"! 12.0" 7.7" ' 6.5" 73'
105
12.0"'• 12.0"1 9.8" ; 7.6" '10.2"
12.0"! 12.0"' 7.7" ! 6.5" ! 7.3"
12.0";12.0"! 7.7" ! 6.5" i 7.3"
170
12.0"! 12.0"1 7.7" ! 6.5" ! 7.3"
12.0" 12.0"! 7.7" ! 6.5" ! 7.3"
12.0":12.0"1 7.7" j 6.5" 7.3"
: 4-20 ALL POIM SOLID -SET
45
12.0" 12.0" ' 12.0" 12.0" 12.0"
12.0" : 12.0" ': 12.0" 10.2" ! 12.0"
12.0" ; 12.0" 7.2" •:. S.fi" 6.8"
in
MIN EMBED: 0.875"
57
12.0"! 12:0" ;12.0" 11.9"! 12.0"
12.0" ! 12.0" 12.0" ! 7.8" 12.0"
12.0" ! 12.0" 6.4" ; 5.'1 5.7"
73
12.0" 12.0"! 12.0" 9.0" 12.0"
12.0"' 12.0"! 8.1" i 6.0" 7.8"
12.0"; 12.0"i 6.4" ! 5.1" 5.7"
oc
MIN EDGE DIST: 3"
105
12.0"; 12.0" 8.1" 6.0" 7.9"
12.0"; 12.0"; 6.4" ; 5.1" 5.7"
12.0" 12.0" 6.4" 5.1" ; 5.7"
0
*
170
12.0" 12.0"1 6.4" 1 5.1" S.7"
12.0"112.0"! 6.4" 5.1" 5.7"
12.0"!12.0"! 6.4" 5.1" ! 5.7"
34" ITW TA N
45
12.0"i 12.0",' 12.0' 6.1" 10.0"
12.0" 12.0" 8.3" 1 3.9" :: 6.9"
6.9" 5.4T
MIN EMBED: 1.2 "
57
12.0" 12.0"712.0" 4.6" 7.9"
9.5" 9.5" 4.6" 3.0" j 5.4"
6.4" 4.7"
u
MIN EDGE DIST: 5"
73
10.7"1 10.7"i 6.1" 3.4" 6.1"
7.4" 1 6.1" ' 3.1"
6.W' 4.7"
�.
105
7.4" 1 6.2" 1 ' 3.1"
6.4" 4.7"
6.4" i 4.7" ,
170
6.4" 4.T' .
6.4" ! 4.7"
6.4" : 4.7"
ELCO ULTRACON
45
12.0"! 12.0" 112.0" 6.0" 10.6"
10.8" 10.8" ! 7.4" 1 3.9" 1 7.3"
6.2" 1 4.9"
57.
12.0" 1 12.0" , 11.8" ! 4.5" ' 83'
,
8.5" 8.5" 4.1" 5.8"
5.7" 'i 4.2"
a+
MIN EMBED: 1.25"
MIN EDGE DIST: 2.5"
73
9.6" 9.6" 1 5.4" ; 3.4" ! 6.5"
6.6" ' 5.5" ' 3.1"
5.7" 4.2" 1i
En
105
6.7" ! 5.51, 3.1"
5.7" i 4.2" //
5.7" ! 4.2'
170
5.7 4.2" //
5.7" i 4.2"
5.7" ! 4.2"
5/16" ITW TAPCON
45
.12.0" 12.0"! 12.0"!! 9.1" ! 12.0"
12.0" :12.0" ! 11.1" 5.8" i 11.0"
93e 7.3" r % 3.9"
m
MIN EMBED: 1.25"
57
12.0" 112.0" ! 12.0" 6.8" ! 12.0"
12.0" : 12.0" 6.2" ' 4.4" 8.7"
8.6" 6.3"
;9
MIN EDGE DIST: 4"
73
12.0": 12.0"i 8.1' 5.1" ' 9.8"
9.9" ; 8.2" ! 3.9" / 4.6"
8.6" ! 6.3" ! ✓
_.
105
9.9" i 8.3" ! 3.9" � ✓ 1 4.7"
8.6" ' 6.3" ✓ J ' ✓
8.6" 6.3" /
'
=
170
8.6" : 6.3"
8.6" 6.3" ✓/, I✓ �/
8.6" 1 6.3" !// % /
5ii6" ELCO ULTRACON
45
12.0" } 12.0"; 12.0" 8.6" :12.0"
12.0" .12.0" ; 12.0" 5.6' ; 9.6"
✓ ✓
10.1" 7.9" 1 3.8" �� ✓
CD rn
MIN EMBED: 1.25"
57
12.0" ! 12.0" 12.0" 6.5" ' 11.0"
12.0" 12.0"' 6.7" : 4.3" 7.6"
9.3" 6.9" . //� / ✓✓
U
MIN EDGE DIST: 3"
73
12.0" 12.0" 8.8" 4.9" : 8.6"
10.8" 8.9' 4.2" ! / 4.3'
r /
9.3" 6.9" X
o
v~i
105
10.8"' 9.0" + 4.2"� 4.4"
9.3" ' 6.9" ✓� ° j /
9.3" 6.9"
170
9.3" '. 6.9"
9.3" 6.9"
9.3" 6.9"
%r20 ALL Pows SOLID -SET
45
12.0" 12.0" 12.0" 11.3" 12.0"
12.0" 12.0" 12.0": 7.4" 12.0"
12.0" 11.0": 5.3" 4.0" 4.9"
57
12.0" 12.0": 12.0": 8.6" 12.0"
12.0". 12.0"; 9.3" ' 5.6" 9.6"
12.0": 9.6" 4.6" : 3.7" 4.1"
N
MIN EMBED: 0.875"
73
12.0" ;12.0" 12.0" 6.4" , 10.8"
12.0", 12.0": 5.9" ! 4.3" 5.6"
12.0" 9.6" : 4.6" . 3.7" : 4.1"
a
c
MIN EDGE DIST: 3"
m
105
12.0"' 5.9" 4.3" 5.7" 112.0"
. 9.6" 4.6" 3.7" 4.1"
12.0". 9.6" ! 4.6" 3.7" ' 4.1'
170
_12.0"
12.0": 9.6" 4.6" ! 3.7" 4.1"
12.0"' 9.6"'' 4.6" 3.7" 4.1"
12.0" 9.6" : 4.6" 3.7"_ 4.1"
n
SPANS UP TO 6'-0"
SPANS UP TO 8'-8"
SPANS UP TO 15'-0"
F w
0
CONN TYPE
CONN TYPE
CONN
TYPE
p ;
x at
ANCHOR
Cl
i C2 C3
C4 CS
Cl C2 C3 . C4 CS
Cl C2 i C3 C4
CS
#14 WOOD SCREW
45
12.0"
12.0"' 12.0"'
5.7" B.2"
12.0"' 12.0"; 9.9" ' 3.7" ' 5.7"
8.3" 6.5"
' 3.1"
` 2.1"
' 2.4"
N
MIN EMBED: 1.5"
57
12.0" 12.0": 12.0"
4.3" 6.5"
11.4" 11.4" 5.5" 2.9" : 4.5"
7.7" ! 5.7"
: 2.7"
; 1.9"
2.1"
73
12.0"
12.0", 7.3"
. 3.3" , 5.0"
8.9" 7.3" : 3.5" 2.2" ' 2.8"
7.7" 5.7"
2.7"
1.9"
2.1"
MIN EDGE DIST: 0.75"
105
8.9"
7.4" 3.5"
: 2.2" ' 2.8"
7.7" 5.7" 2.7" : 1.9" 2.1"
7.7" 5.7"
: 2.7"
` 1.9"
. 2.1"
170
7.7"
: 5.7" 2.7"
1.9" 2.1"
7.7" ! 5.7" ! 2.7" 1.9" 2.1"
7.7" 5.7
` 2.7"
: 1.9" ` 2.1"
1'a' LAG SCREW
45
12.D" 12.0" 12.0'
6 8.1"
12.0" 12.0"! 12.0"'; 4.3" 5.6"
12.0" 10.9"
5.2"
' 2.'r
2.7"
57
12.0"
12.0" . 1
4.9" : 6.4"
12.0"; 12.0" , 9.2" : 3.3" ; 4.4"
12.0" 9.5"
; 4.6
2.2"
; 2.4"
MIN EMBED: 1.5"
0 Ln
0 d
MIN EDGE DIST: 0.75"
73
12.0";
12.0" 12.0"!
-
3.8" 5.0"
12.0" 12.0"! 5.8" 2.6" 3.0"
12.0"; 9.5"
4.6'
: 2.2"
2.4"
A[
EMBED
105
12.0".
12.0"! 5.8"
: 2.6" ! 3.0"
12.0" 9.5' 4.6" 2.2" ! 2.4"
12.0" ; 9.5
4.6" ; 2.2" ' 2.4"
170
12,0"!
2.2" 2.4"
12.0"! 9.5" ! 4.6" 2.2" ! 2.4"
12.0"1 9.5" ! 4.6" ! 2.2" 2.4"
Y MASONRY SCREW
45
12.0" 12.0" 12.0" 1 6.2" i 7.8"
12.0"! 12.0"' 12.0" 4.1" i 5.4"
12.0" 10.1"
! 4.8"
2.3" ` 2.6"
57
12.0" 12.0" 12.0"!
4.8" 6.2"
12.0" : 12.0" . 8.6" ' 3.2" ; 4.3"
11.9" 1 8.8"
4.2"
2.1"
2.3"
Ln
MIN EMBED: 1.5"
Ln
MIN EDGE DIST: 0.75"
73
12.0"'
12.0" 11.2"
i 3.6" 4.8"
12.0" ',11.4"! 5.4" 2.5" 2.9"
11.9" ! 8.8"
4.2"
2.1"
2.3"
Al
105
12.0"
11.5"' 5.4"
2.5" ! 2.9"
11.9"; 8.8" 4.2" 2.1" 2.3"
11.9": 8.8"
' 4.2"
' 2.1"
2.3"
170
11.9" 8.8" i 4.2"
' 2.1" ! 2.3"
11.9" 8.3" 4.2" 2.1" i 2.3"
11.9"' 8.8" ! 4.2"
NOTE: REFER TO SPAN SCHEDULES FOR MAX ALLOWABLE SPANS AND PRESSURES
ANCHOR NOTES:
1. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
2. MINIMUM EMBEDMENT AND EDGE DISTANCE SHALL BE AS NOTED IN
ANCHOR SCHEDULE.
3. ENSURE MINIMUM 3/4" EDGE DISTANCE FOR ALL ANCHORS TO WOOD
FRAMING (i.e. ANCHOR SHALL BE LOCATED IN CENTER OF STUD WHERE
FASTENED TO NARROW FACE OF NOMINAL 2x FRAMING).
4. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO, FOAM,
BRICK, AND OTHER WALL FINISHES.
5. ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN, BUT
ONLY PROVIDES MAXIMUM ALLOWABLE ANCHOR SPACING. MAX ALLOWABLE
SPANS AND PRESSURES INDICATED IN SPAN SCHEDULE(S) SHALL APPLY.
6. WHERE HOST STRUCTURE IS WOOD FRAMING, VERIFY THAT FASTENERS
ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT INTO PLYWOOD (U.N.O.).
7. 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.
8. DESIGNATES REMOVABLE ANCHORS.
0
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7 J ±k
lu me Q�
CD 4a
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0
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0 ¢ m
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Z N
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N
m �
DRAWING NUMBER:
HTS.09001
NOTE: REFER TO SPAN SCHEDULES FOR MAX ALLOWABLE SPANS AND PRESSURES
SHEET
7 OF 7