WS-18-3660Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
�C5L�l1U1i�
Issue Date: 01/09/2019
Location Address Parcel Number
8927 NE 4TH AVENUE RD 8927, Miami Shores, FL 33138 1132060460290
Contacts
Permit NO.: WS-12-18-3660
Permit Type: Windows/Shutters
Work Classification: Shutters
Permit Status: Approved
Expiration: 07/08/2019
SANDRA RUIZ Owner
8927 NE 4 AVE RD 8927, MIAMI SHORES, FL 33138
Home: 8189234282
DVG BUILDERS INC Contractor
DANIEL GARCIA
260 PAVER DR, MIAMI SPRINGS, FL 33166
Business: 3055067308
Inspection Requests:
Description: 8 ACCORDION SHUTTERS LValuation: $ 5,150.00 305-e Inspection
Re
49
et: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$3.60
DBPR Fee
$2.70
DCA Fee
$2.00
Education Surcharge
$1.20
Scanning Fee
$12.00
Technology Fee
$4.50
Windows/Shutters Fee
$130.00
Total:
$206.00
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$206.00
Check # 4213
12/11/2018 $50.00
Check # 4300
01/09/2019 $156.00
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulatingponstrgctton and zoning. Futhermore, I authorize the above named contractor to do the work stated.
Authorized Signature: Owner / Applicant / Contractor / Agent
Date
January09, 2019 Page 2 of 2
4
BUILDING
PERMIT APPLICATION
Miami Shores Village
:_eI ..
Building Department 0 C 1 1 2018
10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY:
Tel: (305) 795-2204 Fax: (305) 756-8972 - -�
INSPECTION LINE PHONE NUMBER: (305) 762-4949
F C 20 l .
Master Permit No. '✓ys t 9 - _--3 ed��
zi BUILDING ELECTRIC ROOFING
PLUMBING MECHANICAL [:]PUBLICWORKS
Sub Permit No.
REVISION EXTENSION RENEWAL
CHANGE OF CANCELLATION SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: Nrl, r l � IN V �' i-0 V N r% "� 1 Z i �7 c
Citv- Miami Shnreq Cnuntv: Miami Dade Zin:
Folio/Parcel#: I k - 37,0 � _ 0" V 6 _V1 d Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): 'rt��'�'n `A �-y �Z Phone#: FAY `1Z3 '�IZtz
Address: �a2i N �( Pr' f'ydC (7-0
City: State: it';; . zip: '33 135:
Tenant/Lessee Name: Phone#:
Email: S4 --'Ctj-'k \t'jN -L �\ V--c . C V"
CONTRACTOR: Company Name: Dv C2V 1 wcrl g-r, (i" c Phone#: 3' 6- 7?Q Y
Address: `7-3:;t 20 Sv'' � l 4:�' )A�1r'
City: rMk xannn ( State: ` -Z zip:
Qualifier Name: \ rN N 1ti L'A y°1-i c t'A Phone#:
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ , \ r0 • Vy Square/Linear Footage of Work:
Type of Work: El Addition � Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: q* (t7-)'CC0&'0 "tom
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $ ----��
TOTAL FEE NOW DUE $
(Revised02/24/2014)
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 a roved and a repection fee will be charged.
Signature Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this
1 day of �C,tp �GW i+e ✓ 20 `V by
who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
The foregoing instrument was acknowledged before me this
Zk'1 day of 20 ly by
"Z2NA3H %t-" - In 1e a,c f Yi who is personally known to
me or who has produced b yq k., as
identification and who did take an oath.
NOTARY PUBLIC:
Sign: Sign:
Print:
Seal: =Q.w'"t Notary Public State of Florida
Barbara Ginette Bringas
My Commission GG 175267
�jM V1; Expires 01/15/2022
APPROVED BY
Print: ( 0 G%Ar ►- � C,
i Seal: r0-0y Notary Public State of Florida
Barbara Ginette Bringa.s
y ., My Commission GG 175267
Sa �d� Expires 01/15/2022
Plans Examiner Zoning
Structural Review
Clerk
(Revised02/24/2014)
12350WW 132mdKourt
Unit 104
Miami, Florida @@186
305-781'3909
Customer Name: Si,��,pyL\A
----- --------'
- -
- -- -- '
Protectionlype:
- '-- - -- - - ---'- - ---- - - - - - - - --
^
LE
OL
RAMM5 ENGINEERIN NC. -
P . � Hialeah, F Ida 33016 LORIDA BUILDING CODE, 2017 '
Robert S. Monsor, .E. # 11955 / 0006024 SCE 7-10 WIND CODE
DESIGN WIND LOAD IN PSF. d .85
FOR 175 MPH WIND ZO m
.1
Interior & Exterior Z es (4&5 - Walls) Positive Press r s
Exposure C F the 175 mph Wind Zone CATEGORY 2 BLD� .
m)
Effective
Wind Area (or, Tribu
ry Area cµrara--Fedf
10
0
30
40
50
'60
1.00
0.95
0.92
0.89
,'0.88
0.86
40.4
38.5
37.5
36.7
36.1' .
35.7
a
4 7
40.8
39.7
38.9
.38.3-
37.8
� 44.6
42.6
41.5
40.6 ,
40.0, - '
39.4
30
44.4
43.2
42.3
',,41.7
41.1
40
49.4
47.2
45.9
44.9 ,,
f ' 44.2
43.6
50
51.8
49A
48.1
47.1
- '46.4
45.7
60
53.7
51.2
49.8
48.8,
48.1
47.4
Interior Zone (4 - Walls) Negative Pressures :...
Exposure C For the 175 mph -Wind Zone CATEGC;V. %BLD
Height
(Maximum)
Effective
Wind Area (or, Tributary
Area) in Squa�reFeet
10
20
X
40
50 """
60 •
-1.10
-1.05
-1.02
-0.99
-0.98 ......
.0.9§ • • -
15
-43.8
-42.0 "
-40.9
-40.2
-39.6 • • •
• • -39. a
20
-46.4
-4444
- -43:3
-42.5
-41.9"
-41.4
25
-48.4
-46.4
_-45.2
-44.4
-43.8;
; -43.2
30
-50.5
-48.4
- ' -47.2
-46.3
-45.6•
-45.A' •'
40
-53.6
-51, :A
-50.1
-49.1
-48.4 "
'-47.8".
50
-56.2
-53.8
-52.5
-51.5
-50.7
-50.1
60
-58.2.
-55.8
-54.4
-53.4
-52.6
-52.0
Exterior Zones (5 - Walls) Negative Pressures
Exposure C For the 175 mph Wind Zone CATEGORY 2 BLDG
Height
Maximum
Effective
Wind Area (or, Tributary
Area) in Square Feet
10'
20
30
40
50
60
-1.40
-1.29
-1.23
-1.19
-1.15
-1.13
15
"-54.1
-50.4
-48.3
-46.8
-45.6
-44.7
-5 2
-53.4
-51.1
-49.5
-48.3
-47.3
25
-59.8
-55.8
-53.4
-51.7
-50.4
-49.4
30
-58.1
-55.7
-53.9
-52.6
-51.5
40
-66.1
-61.7
-59.1
-57.2
-55.8
-544
50
-69.3
-64.7
-61.9
-60.0
-58.5
-57.3
60
-71.9
-67.0
-64.2
-62.2
-60.
-59.4
NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FO FLAT ROOFS.
Length of End Zone (a): 10% of least horizontal dimension or .4 h, whi hever is smaller,
but not less than 4% of least horizontal dimension or 3 ft. (h = mean ro f height in feet)_
- , - ,'ITHESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR IN P T
WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALSO, E
TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED B
ROBERT MONSOUF- _
RUIZ RESIDENCE
8927 NE 4T" AVE ROAD
WINDOW REPLACEMENT PERMIT LAYOUT OPENING SCHEDULE
8 OPENINGS (1-8) MRH = <25'
WORST CASE SCENARIO
OPENING
#
APPLICABLE NOA
WIDTH
HEIGHT
DESIGN PRESSURE
ZONE
1
FL20466.1
74
83
+44.6/-59.8
5
2
FL20466.1
74
81
+44.6/-59.8
5
3
FL20466.1
26
26
+44.ii/.55t.8 ; .
. • 5
...... .
.. .....
4
FL20466.1
110
94
+44'8/-59see*.8
•....
5 .
5
FL20466.1
107
38
+44.6i--M.8
••••••
": •'
5.....
6
FL20466.1
26
26
+44 1Z9.8
5 .
7
FL20466.1
75
38
+44;6/—.Q.8 • .
.. .
�•
5 ;
. .
8
FL20466.1
75
38
+44.6/-59.8
5
@2Z T., ad -m
BCIS Home ' Log In I User Registration j Hot Topics Submit Surcharge Slats & Facts I Publications Contact Us BCIS Site Map Links ( Search
r 1 i Product Approval
M USER: Public User
t : L„P�;%:...
VAaIp&t-n. oval M—CPJI > 1•rWucl or /t_rohcn. n Sea.Sh > rI?09Cpt1bn L61 > Application Detail
FL # FL20466-R2
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
0
Product Manufacturer
Hurricane Protection Manufacturers Association
Address/Phone/Email
14475 NW 26th Ave.
Opa-Locka, FL 33054
(786)245-6777
tllerena@atuminadc.com
• •
••••••
Authorized Signature
Yiping Wang • • •
•
mcy@mcyengineering.com • • •a
• • • •
• •
••••••
•
• ••
••••••
Technical Representative
Tom Llerena • • • • • •
•
• •
Address/Phone/Email
14475 NW 26th Ave. • • • •
• •
••••••
• •
Opa-Locka, FL33054 ••••••
�•••"
••••r
(786)245-6777
• •
tllerena@aluminadc.com `• `• • •
• •
• • • • •
•• of
•
••••••
•
Quality Assurance Representative
• • • • • •
•
•
•
Address/Phone/Email
• •
• •
• • •• •
Category
Shutters • • •
• • •
• •
Subcategory
Accordion
• • • • • •
Compliance Method
Evaluation Report from a Florida Registered Architect
or a Licensed Florida
Professional Engineer
❑ Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Ylping Wang
PE-55983
National Accreditation and Management Institute
12/31/2019
Sifu Zhou, P,E.
0 Validation Checklist - Hardcopy Received
Certificate of Independence�Qg<t[L R_ COl _Ch rtlff6dte of in�tn�e0.Ce_��,Rd�
Referenced Standard and Year (of Standard) Standard year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/16/2018
Date Validated 08/16/2018
Date Pending FBC Approval 08/21/2018
Date Approved 10/08/2018
Summary of Products
FL #
Model, Number or Name
Description
20466.1
Performance System 2 Aluminum
Performance System 2 Aluminum Accordion Shutter - Large
Accordion Shutter
and Small Missile Impact
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL2. 44ir .♦ � jJ_,�1Q=Q _1 QiB S,Rd(
Approved for use outside HVHZ: Yes
Verified By: Yiping Wang PE #55983
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +195/-195
Evaluation Reports
Other: For maximum design load vs shutter span, see
FL20_k5_R2-AE EL20466 R1 @E_fiVR S5_Vdf
Installation Instructions.
Created by Independent Third Party: Yes
Beek Next
contact Us :: 2501. Blair Stone Road. Ti lh,hassea FL32199 Btone:.850-481-1824
The State of Florida is an AA/EEO employer. ('Mrlpht 2007.201-3 State or Florida.:: Privacy 9tatemem :: Accessihltity. Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail rddress released to response to o publlc-records request, do not send electronic
mall to this entity. Instead; contact the office by phone or by traditional mall, If you have any questlim, please contact 850.487.1395. *Pursuant to Section 455.275(t),
florda Statutes, effectWu October 1, 2012. acensees acensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalis
provided may be used for official communication with the licensee, However email addtesses are pull 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 Ileensee under chapter 455, F.S., please click b.,gL.
Prodauucct Approval �rAcccceeµpts: •
rL TM c�•
"ram. � i M • • :•a • as
Credit Card • •
000000
Safe 0 •
60
aa•••a
•
• •
8501 SW 124th Ave. Ste. 205A
Miami, FL. 33183
MCY ENGINEERING, INC. P: 305 271-0117
(A A71NG ('ONSUL'1'AN I F: 305 279-6818
PRODUCT APPROVAL EVALUATION REPORT
Product Manufacturer: Product Name/Model & Description:
Hurricane Protection Manufacturers Performance System 2 Aluminum Accordion
Association Shutter
14475 NW 26`h AVE — Large and small missile impact
Opa-Locka, FL 33054
Scope: This product has been evaluated by the below -signed Florida Professional Engineer for compliance with
the Code noted herein and is, for the purpose intended, at least equivalent to that required by the Code, in
accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation of this product shall be
required following applicable Code modifications or revisions.
Code: 61h Edition Florida Building Code (2017), inclusive of all Supplements effective as of this report
date.
Compliance Method: 61G20-3.005 (1)(d) —Evaluation Report from a licensed Professid W f njineer:.
•
Product Description: Product Approval Drawing #AD16-13 prepared by MCY Engineering signed and sealed
•• .. .
by Yiping Wang P.E., is an integral part of this Evaluation Report. 0000
. •
•
0*00
imitations & Conditions of Use: • •
. •:..'
• • •..•.•
is product has been evaluated for use inside and outside of the HVHZ."lla*Velocity .
.'
LHurricane Zone)
pact Resistance: Large and Small Missile Impact • • • • 0 0
•
• Refer to Product Approval Drawing noted above for:
o Maximum allowable wind loads at related maximum allowable size(s).
o Other load limitations applicable to the product, if any.
o Overall dimensions and material/grade of main product components, accessories, etc.
o Illustrated diagrams of the attachment of the product to the structure.
o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations.
8501 SW 124th Ave. Ste. 205A
Miami, FL. 33183
MCY ENGINEERING, INC. P: 305 271-0117
C l ALING, WNSUTA ANT F: 305 279-6818
Test Reports:
Mandatory Tests (Tested in accordance with AAMA 501)
Test Lab
Report Number
Test Report Date
Test Standard & Description
Fenestration Testing
FTL 8140,
12/18/14
TAS 202 (uniform load and structural)
Laboratory, Inc. (FTL),
signed and sealed
TAS 201(large missile impact test)
Medley, FL 33166.
by Idalmis Ortega
TAS 203 (cyclic wind pressure loading)
P. E, FL# 76905
Construction Testing
06-039,
02/13/07
TAS 202 (uniform static air pressure)
Corporation. (CTC),
signed and sealed
TAS 201(large missile impact)
Miami, FL 33054
by Yamil G. Kuri,
TAS 203 (cyclic wind pressure loading)
PE, FL# 44726
Construction Testing
09-006,
02/24/09
TAS 202 (uniform static air pressure)
Corporation. (CTC),
signed and sealed
TAS 201(large missile impact)
Miami, FL 33054
by Yamil G. Kuri,
TAS 203 (cyclic wind pressure loading)
PE, FL# 44726
Construction Testing
08-001,
04/28/08
TAS 202 (uniform static air pressure)
Corporation. (CTC),
signed and sealed
TAS 201(large missile impact) •
Miami, FL 33054
by Yamil G. Kuri,
TAS 203 (cyclic wind pressure 149diMer
j
PE, FL#44726
•••• : .•
. 0-
Engineering Analysis: The following engineering analyses and/or calculations have been pgrofo .med:
• •
• No comparative analysis has been performed for conditions other than those tested... •
• • • • •
.. •
;
• No rational analysis has been
performed. 000000
. •
• Anchor calculations are based on manufacturer's published anchor capacity, anchor•Nolioe of
: • •• ••
Acceptance by Miami Dade County. • •. •..
•
•
•
• • •
•• •
•• •
• • •
•• •
WA
AGO 15TH, 2018
GENERAL NOTES:
1. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE
(HVHZ) ANO NON -HIGH VELOCITY HURRICANE ZONE (NON-HVH2) OF THE 6TH EDITION FLORIDA BUILDING CODE (2017).
2 SYSTEM RATED FOR LARGE AND SMALL MISSILE IMPACT,
3. STAINLESS STEEL. SHEET METAL SCREWS USED AT LOWER PIN SHALL BE # 14 a 3, 410-HT MINIMUM SERIES W/ 135.0 ksi YIELD
STRENGTH 8 180 ksi TENSILE STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATINGS
AS MANUFACTURED BY WHITFORD Co, BOX 507, WEST CHESTER PA 19301,
4. ALL ALUMINUM EXTRUSIONS SHALL BE 6C63-T6 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy=31-0 ksL
5 ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE
BEYOND WALL DRESSING OR STUCCO.
6, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL
7 WOOD BUCKS BY OTHERS MUST BE SOUTHERN PINE, G = 0 55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO
THE STRUCTURE.
8, ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL,
9, BOLTS TO BE GALVANIZED OR STAINLESS STEEL WITH 36 ksi MINIMUM YIELD STRENGTH.
10, SHUTTER'S COMPONENTS ARE PATENT PENDING.
11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE
WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE, THIS SHUTTER SHALL ONLY BE
ATTACHED TO CONCRETEi BLOCK OR WOOD FRAME BUILDINGS
FAPERMANENT SHUTTER MANUFACTURERS LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE
MATE, ONE LABEL SMALL BE PLACED FOR EVERY OPENING
HALL READ AS FOLLOWS:
RFORMANCE SYSTEM 2 ACCORDION SHUTTER'RICANE PROTECTION MANUFACTURERS ASSOCIATION
-LOCKA. FLORIDA
MI-DADE COUNTY PRODUCT CONTROL APPROVED
T REPORT TAS-201, 202 & 203.
13. (a) THIS PRODUCT EVALUATION DOCUMENT (P E.O,) PREPARED BY THIS ENGINEER IS GENERIC.
(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
BASED ON THIS PRODUCT APPROVAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY
(c) THIS PRODUCT APPROVAL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED.
(d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
ENGINEER OF RECORD (E O R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED, ENGINEER OF
RECORD, ACTING AS DELEGATED ENGINEER TO THE P.E.D ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS
FOR REVIEW
(e) THIS RE D, SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PR(WESSIONAL ENGINEER" PR=PAJO Ij • • •
14 ULTIMATE LOAD OBTAINED FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAK. D•SIGM LC•D INITHI• iOfUMEf•T
THE DESIGN LOADS SHOWN IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS • • • • • • • • •
•• ••• •• • • • ••
T
YPEt14'DIA. ITN TAPCON BY ITN BUILDER
Fu = 120 KSI, Fy : 92 KSI _
INTO CONCRETE ti=3000 PSI
1-3/4' MIN. EMBED
2-12' MIN, EDGE DISTANCE
INTOCONCRETE BLOCK1-1/4' MIN.EMBED' MIN EDGE DISTANCE
TYPE B. 114--20 CALK4N BY'POWERS' F_AS_TENERS_
INTO CONCRETE fi=3000 PSI
718' MIN. EMBED
3- MIN EDGE DISTANCE
TYPE B1, INTO CONCRETE BLOCK
7/8' MIN. EMBED
3- MIN. EDGE DISTANCE
TYPE C. 114' CRETE-FLEX SS4 MASONRY ANCHOR BY'ELCO" CONSTRUCTION PRODUCTS
Fu = 120 KSI. Fy = 92 KSI
INTO CONCRETE Ic'=3000 PSI
1 3/4' MIN. EMBED
2 112' MIN, EDGE DISTANCE
TYPE Cl, INTO CONCRETE BLOCK
1 1/4. MIN. EMBED
2 12' MIN. EDGE DISTANCE
NOTES
WHEN EDGE DISTANCE EQUAL OR GREATER THAN TAND LESS _
THAN MIN- EDGE DISTANCE SPECIFIED ABOVE THE ANCHOR SPACE rs
IN ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY
FOLLOWING REDUCTION FACTOR:
ANCHOR TYPE A, & Al: REDUCTION FACTOR = C.77 _
ANCHOR TYPE B & B1: REDUCTION FACTOR = 0 50 _
ANCHOR TYPE C & Cl: REDUCTION FACTOR = C.77
PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR
THE RESULTING ANCHOR SPACE EQUAL OR GREATER THAN 3'
• ••• ••• ••• ••• •••
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
nwnc w
ADW -!3
.1 to
Roe r-_.�..t.e7o•—+
.C7s
1.A7o•
rA75-
�
�
in (b A7S;j r- 1250'- /,�5` � � I
I
j
'row I
58G' /—/.759'r 1.050' -/
^+
� t.OSC' e
{ A WALL HEADER (IL INV-TEDS
f
.`fit-_
CEILING HEACEEt
� -'- --`----- -
1.4.W — 4. —
1.04T . � 2,066' /
6%3, THRESHOLD TRACK
-317r >
— 1.963'—/
'.-591r 1 --/
� 1 04s- Y
o 12S' 4A � a � RGSU� • O
a9c-
/.741' 1.087-
c80-1.935'
g
/ -- 3.545' -• - i aCWTONAI.YDTO
ADJUSTABLE SU ADAPTOR
32s�-r A50P —f / 4—"
/ ;.053 O O
/ i 028' < 1 853 I.0�839'�Y�;�^
Vi 'R.51:14I. iq n�1 0;6"'°Av "ba
GJ. MALEIFEMALE PERFORATED BLADES ; MALEIMALE SOLID BLADE
fCt WALL Sn.L
�H FEM) Rk9ATE LAi7E
167'
O6r
A� 125 agca
Tl'P. -jam' i_
o
-
.-f
/72r
062-
{�---,-•4
Y.710'. s.6w+
I FLOOR SILL-
'�. FLOOR SILL
_ U55- I324;1...
I 4,500'
N 1' 3 964" --- /
� � _� �t.038'^.I'--1.853•—r18c^3^ rvv
b5•
I75,•, � �° o
F '1180° MALE STARTER .G LMALEIFEMALE.$,Q}ID BLADE
--Zd00'--�
6 080'
�2.164*— 967-/
3.1oT—.324'
f> o,tiLlSiQR
i/fi'AKW T
PCP RNETS
ALUMINUM AN
i ; h 313'-r-Y' O • • • _• 1 �Tli • • • • • •'�
ia w • • ,geati
� ��I f—i �°• •�.� � ate• (, • _ • • • ems; j •
.a3tr I •-_ - • • • •
_�1 'F—�ii�� i^F-•S •. • • I Marc AS APPLICABLE
/
vlv5nc
I rcnoe fi"V` LOCKING PIN (OPTIONAL)
i 31,344' '
BRASS NICKEL PLATED ^ &16" 0 X 1" S.S.M.S 'r
!'PUSH BUTTON LOCK / 1 W/PLASTIC KNOB LOCK • • • • • • • • 7.0
• •
. . 00- Mai AS APPLICABLE
•%�47(,ye r`• �.1f iya� fi'�t • � • • • (L�ALUMIr- NUM ANGLE
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
. 3.iX81' I
,t25' I I Iyy
fi
t Mf
'� ALUMINUM TUBES
MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF)
AND CORRESPONDING MAXIMUM SPAN "L" SCHEDULE.
MAXIMUM SHUTTER SPAN
HVHZ
NON-HVHZ
MAXIMUM
FOR ALLSECTIONS
MINIMUM SEPARATION
NO MIN. SEPARATION
DESIGN LOAD
TO GLASS (in.)
IS REQUIRED
•PC•(PSF)
ALL SECTIONS
40
13'-2' 14'.1•
3.0
-
45
1T-9• 14'-1'
3-0
-
50
IX-5' 14.-1.
3.0---
55
17.2" 131s•
3.0
60
11-11 12 10'
------
-
65
P'-8 1T4•
30
1' -1 11 .11 •
3.0
75
1V-3' •. 111-6'
I1'.1' V-2'
101-10- 16-10"
3.0
30
3-0
-
80
85
90
10'-6' 101-C
3 0
95
10'•3' 101.3•
2.875
100
10, _ - 10,
2 875-
105
91.9' 9'-9'
2.625
_
110
9'-6' 9-6'
2.5
_
T15
94" 9'4-
2,5
-
120
9'-1` 911,
2-5
_
125
81•40" 8'•10'
25
130
81161 8'-6'
2-375
135
8'-2'
2.375
140
- T-11'
2.375
145
T.7'
2.375
150
- 7'4'
2.375
155
T-2-
2-375
-- —
160
- 6'-11,
2.375
165
6'-8'
2.375
• •
170
- 6'-6•
2.375
175
6'4'
2.375
•
180
- W-2-
2.375
2-375
,
185
6
190
_ 5'-10'
2,175
•_ • • •
195
5.8'
2375
• •
A 8
w
W
U
V)
LU _
W -
Z
Q
D_ z
1n Q
of a
W
0
n O
_ 1O
1 i
A,OR B4OR C OF,
D - E OR'D1 OR 62.
B1,>,�82 K C` > Cl'
. —.1
G OR G1
I
-
TOP / BOTTOM (OPTIONAL)
j I YPIGAL ELEVA I ION
INSTRUCTION:
STEP 1 DETERMINE DESIGN WINO LOAD REQUIREMENT BASED ON
VELOCITY, BUILDING HEIGHT, WIND ZONE USING APPLICABLY ASCE 7
STANDARD.
AER CAPACITY FOR A GIVEN SHUTTER
• • AA S NE -I� .14X. D SIGN LOAD FROM CHART AS TO BE
EUSING
• • GREAWEWHAN DFSIGN *NO LOAD FROM STEP 1.
STEP 3 USING CHARTS ON SHEET 4 THRU SHEET 10 SELECT ANCHOR TYPE
AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE
ANCHOR DETAIL USED.
••• ••• ••• •••
• • •• •• •• • • ••
• • • • • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
—A or B
Fl
D1
E
i
El,
Nod'.
L..
CCNCRM ANCHORS
CONCRETE ANCHORS POURED CONCRETE
(SEE SCHEDULE) _ f POURED CONCRETE
(SEE BCNEDULE(— REQUIRED -.
,tr
OR CONCRETE
" BLOCK WALL
REQUIRED
#14x3'SS.SM.S
171t6'
p
7 '1� 7W LONG NYLON6
V ( —EDGE OF SLAB
KNG _ �—ED.--/ IF APPLICABLE
ITyp TOP A BOTTC
j
EO/
914r
%Y I— 'A sM.S.
r-ICPa
S5, rEO
- -
Ty, _
TTON) B^ 414x3'SS.SMS W17:16'0
718• LONG NYLON BUSHING
(Typ : oP a eonal)
a-"-P14
-
xYS S.
S M S (Typ.
SEE SCHEDULE
tF;"ir AI.. BE►ARA71CN-
t I TOP B BOTTOM)
��Nm� i
i
TO GLASS
u+G) P FOR Mxc —G a+,Gt
EXISTING
r TO GLAss t(t
t -
GLASS rV
I
I
I
GLASS I
I
i
I
f
I
O I y
E1 OPTIONAL
�.-._._I.� _. �•-BUSHNG
II„ Z b Z Top/BOTTOM)
14 x 314' S5,
C
^_
WAl s.Mb a12•QC
_ TE
N4 i
PASUrROMI t1'-%' EDGE CF SLAB
1({r
I IF APPLICABLE
CONCRETE ANCHORS
i-WM
/ Y—E 0.
SCHEDULE)
L(SEE
-CD
CONCOR CONCRETE
OCK WALL REQUIRED BLRPOUIRED
OON�- CONCRIETCµ.�
(SEE SCHEDULE)
WALL MOUNTING INSTALLATION I
CEILING & FLOOR MOUNTING INSTALLATION
SECTION_A
SECTION 8 I
-OPTRINAL
BUSHING
TOP410TTOM)
GE OF SLAB
APPLICABLE
(SEE SCHEDULE) IECUIRED
FLOOR MOUNTING INSTALLATION
SECTION B1
,T-
MAXIMUM DESIGN PRESSURE RATING_PG- (PSF1AND CORRESPONDING
MAXIMUM ANCHOR SPACING_ Cn]_SCHEDULE- +
H-IMUM
DESIGN LOAD
IPSF)
ShUTTER
SPAN—
tMr
9ECTICNA(TOPAOTTCNI
SECTION 3jTOMBOTTOMI BI(30TTCM)
SUBSRATE CONCRETE
ANpgR YEWF ANCHOR
MCA I TYPES TYPEC
SUBSTRATE CONCRETE
SUB5TRATE MM
ryGICA
oEA
µGlp .,YO�CP
ttFE3 11YFE0
�CHIXi +eCMwT
TvfE9� TYPEC�
60"
9
9 ( 9
4 4.6
6 I 6 6
78
9!
9 9
3 3-5
6
+, 6 6
60
96
8
7.5 8
6
( 6 6
120'
6
6 6S
-
6
i 6 6
144'
y�
5
5
5 5S
6
6
6 6
6 6
60"
78
9
9
9 9
3 5 4,22
32
5
6
6 6
8.5 9
_ 6 6
65
96
7 1 7 I 75
6
6 6
120'
149"
5.5
45
5_ 5 I 6
4.5 j 45
-
6
6
3 6 6
5,5 5
78
8
8 f 85
35 3.9
3
6
6
6 6
6 �6
70
96
6.5
1 65 (... 7-_'6
u
6 6
12C'
S 5
( 5 t 5.5
-
6
6_ 6
143"
4S
( 4.5 4,5
5.5
1 55 6
80
60'
78-
96
9(
7
6
9 9
7 7.5
5.5 6
3 3,4
'-
6
— 6
6
6 6
6 — 6
6 6
120"
4.5
4.5 15
—
6
6 6
134'
4
4 1 4.5
- -
55
5 6
60'
75
TS i 8
-
6
6 6
78
5.5 (
55 i 6
6
6 6
100
96
45 (
45 5
3.5 14
-
6
5
6 6
4.5 j 6
120'
3.5
95
60'
3.5 I 35 4
5
4.5 6
66'
3-5j 3 3.5
45 1
4 5.5
NOTE:
FOR LIGHT DUTY SHUTTER ON 1 F RF 1 IMITFO TA R" n h
------------
EDGE OF SLAB
• •
• •
• •
• •
• •
• •
• • •
• • •
(3 `�
j IF APPLICABLE
i' j
•• •••
••
•
• • ••
2 N�a
- PC' UREO CONCRETE v.. CONCRETE ANCHORS
REQUIRED 9- ON CENTER
• • • •
• • •
• • •
• • • • • •
''�iy�$glp
FLOOR MOUNTING INSTALLATION
• •
SECTION B2
• • •
•
•
• • •
suit
Ill '-1 —
• • ••
••
••
• • ..
AroiM
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
MAXIMUM DESIGN PRESSURE RATING'Pd' (PSF) ANO CORRESPONDING
--- ------ - -- - -
MAXIMUM ANCHOR SPACING R,) SCHEDULE_+
SECTICN C TOPIBOTTCM
SECTI' Cl
BOTTOM
tAWMUV
SHJTTER
SUBSTRATE CCNCRETE
SL85TRATE BLOCI(
SUBiTRAT4CONCRETE
SUBSTRATE BLOCK
DESIGN LOAD
SPAN
'RA'(RSEj
"'
MCHC' eWCHO
TYPEA I''ll EC
AxfNOK MWJRAA7•Q
•1- A: -,fn t In
_
ANCHOR
". -J"l
rvKMgR ANc—AACMP
I .
WCHQRtM'4tNt
tYrE At MEBt�t''FEct
4
55
81
6
1 6
6
4 6
1 8,1
78"
6 6 6
3
45
6,3
5
1 6
6
3 4.5
63
60
96"
6 1 6 6
-
35
51
6
6 1
6
4
5.1
72G'
6 ( 6 j 6
4,1
6
6 T6
3
d,t
POURED CONCRETE
OR CONCRETE BLOCK
144"
6 6
( 6
3.4
6
1 6
6
'
3.4
WALL REQUIRED
154'
6 1 6
6
3.2
6 6
6
32
_ CONCRETE ANCHORS IW O-20x314' S S. BOLTS
60"
6
6
6
37
5
75
6 6
6
3.-f 5.5
75
(SEE SCHEDULE) W/ NUT B WASHER C 9' O.0
_..` OR 411 x ya' S.M.S.
65
78
6
6
6
fi
6
"_3
4
5.E
6,7_
6 6
6 6
6
6
4.5
3.5
56
4,7
12C'
6
6
_
6
i
3,8
E .I 6
6
-
3 8
r -- 1' MIn -- I
148"
6
6
6
3.1
6` 6
6
3.1
M, / EO�O/
60'
6
6
6
34
5
7
6
6_
6
34 55
7
I s -
1Y - #Ia a3'S.S. S-m vm T,1 E"47 it
70
78
fi�6
' 5
3.5
5,4
6
6
6
4
54
f 7(8'LONG NYLON BUSHING
0 I'
%
6
fi
i 6
3
a 4
6
5_
6
_ 3
44
,F-9 --- (fyp TOP 6 BOTTOM)
120'
6
1 6
j 6
3.5
6
6
6
35
6C'
6
6
6
4
6.1
6
66
6
45
1 6.1
78
6
6
6
3
a.7
6
6
3S
4.7
!
t
#14x2 Ss
S.M.S.(Typ.TO°
80
96
6
6
6
3.6
6
f 6
6
3!
3A
:- ANGLE L_t
EBOTTOM)
120"
6
6
6
- "
71
6
1 6
6
_
3.1
CAN BE
_ 134"
6
5.5
6
'
6
6
6'
INVERTED
.G c:
1"
6
E
35
4,9
6
} 6
6
_ 35 4.9
78
6
B
3.8
6T
6
6
38
SEE SCHEDULE
� - FOR Min. SEPARATION- i
100
96
6
6
3_t
6
' 6
S
( 3.1
TO GLASS _
120"
5
1 5
5.5
EYJSTINC-
60"
5
# 5
5.5
5
I SS
6
GLASS
95
i
66'
4,5
j 4.5 j
5
5
5
55
ANGLE \Lt I
' 1 CAN Be
G
ANGLE I -
CAN BE
INVERTED
INVERTED
Al
i
n0
xm
�0
-3
O
o i
ta/_ h, _
POURED CONCRETE
t +
OPTIONAL
w
—
OR CONCRETE FLOCK
1 r
_�.,-3,
BUSHING
BUSHING
BUSHING
WALL REQUIRED —'
DRIED TTCM)
roPBOTTOM)
Z
'lllk
T,
`
_}-!_•�'•� MARA,
1�•�e
I'Min,
(l\
'!�
• •
•••
,,`4..•�
w• azax31s- s s. 30LTs
4 `�.
WiNUT xWASHER Cd 0c,
OR#14x3N'SM-S,
,r"� �,
f
"I�
-
1��"m`r• • • • •
•••
••
��'L����-
1A..it
l�9'O.C.
s 1'-CONCRETE
•(r_
110S1x3M• �4BOLTS•
• f
••
Q�!
t
I ANCHORS (SEE
CCNCRE7EANCHORS'.+`_r,4_J
W! NUT 8 WAS ®9" O.C.
OR #141W4'SM.S,
;
#�
1
—Pa1'ED CONCRETE SCHEDULE)
(SEE SCHEDULE)
(29. O.C.
7
OR CONCRETE BLOCK
A:
WALL REQUIRED BUILD -OUT INSTALLATION
BUILD-OUT%sTA:L•ATIO_M
• • • • •
• •
•
• 6 •
'rrrgcFQ�
SECTION C
SECTICN 09 i
•
•
•
• •• •• ••
•
•
••
AGO
• • • • • • • • • •
• • • • • • • • • • • •
ANCHORS AT TUBE END
j SEE CHART BELOW
M ALUM,TUBES SEE
` CHART ON RIGHT
OESICN LoAO (PSFj
ALVM. TUBE SIZE OFEN'G WIGTH MAX HEIGM
ANCHCR TYFE'A' ANCHOR TYPE'C
2'x2'x1/8' 42- Be- • 65 65
If 2'x3'x1/8' 60' e6_ 65V 58
57.3 F - 62 _.
1 2'x4'k718' w, 84' 60 65 —
/ SELF 6- LUNG
SC 6' -- —
SCREW � O.C. 1 78' ( 7T � 65 65
? MAX DESIGN LOAD FOR TUBE SIZES &
ANCH(5RWFiE USED SEE CHART ABOVE
�• i /.f--t 9 MIN. � / 8 TYP
f
I SEE SCHEDULE I ! H p
FOR Min. SEPARATION
TO GLASS " m
f
r
B
,5 I
OPTIONAL J
BUSHING
TOP/BOTTOM)
/ J _
1' Min. V I NOTCHED
JJ ��� I • 1/4' 0.20x3/4' S.S. BOLTS OPTIONAL
i / ! j yr Mi_ `W/ NUT & WASHER ®9' O.C. POSITION
� OR #14x3/4'SMS, @9'OC.
/
/X/,"
r �
OPTIONAL_ FOR ANCHOR INTO GROUT FILLED CONCRETE BLOCK
fcni �1500 PSI USE (2) - 31W KWIK- BOLT 2 112' MIN, EMBED INTO
CONCRETE BLOCK 4' MIN. EDGE DIST. AND 4- SPACING
�,• y, MAXIMUM DESIGN PRESSURE RATING'Pd- (PSF) AND
CORRESPONDING MAXIMUM ANCHOR SPAGNGjin1SCHE0ULE. +
—POURED CONCRETE
—CONCRETE ANCHORS OR CONCRETE BLOCK
(SEE SCHEDULE) WALL RECUIRED
BUILD —OUT INSTALLATION
SECTICN M SCTTOM
MAXIMUM
SHUTTER
_ SUBSTRATE CONCRETE
DESIGN LOAD
SPAR
ANCHOR SPAGNG
'Pd(P5F)
M_NOrs TYPEA AxpfoR TYIEC
b0'
8 S 9
—72"
7 7s
65
_
84•
6 6.5
88
5.5 6
MAX- WIDTH
—:
i SHUTTER OPEN'G WIDTH--:
I f
•X:'/' 1 %
a /
fI
/rI f'• Jt it
TOP / BOTTOM (OPTIONAL)
• • • • • • • • • • • •
• •• • • • • ••• •
•• ••• •• • • • ••
• ••• ••• ••• ••• •••
• • • • • • •
• • •• •• •• • • ••
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
pb s } crl-• tiAr-?
:O raev xe. •+
Rsui�i�A�`�,`` r1Dt6
30 ill 1. 2018 a m to
4
f1 G G.—t
ry
95
c yr!> �
SEC�_ON D �` �.. ,a. Vu (SEE -TES) `
G. 11 yGi —G. Hl -t
1E F r 1�10�R']tU�'TG
(SEE NOTE/s) SECTION D1 (& MULTIPLE ShUTTERS)
K _Nl.
w —
x..T+aw r•oc..
E--;,ppyr—( d'eoc
' ,hEQ IE.f — L•scvb ccrx�rri
V �ref
i
fi
G iil ft
�'.z'M 11 6EEr:C'ES)
s 4YN'lF larv.W AG*RC
NOTES FOR LOCKING OF W & 'H1
1-PUSH BOTTOM LOCK ,,J MAY BE USED FOR
INSTALLATIONS SECURED FROM THE
OUTSIDE OR INSIDE OF SHUTTER. WHEN
INSTALLING J. FROM THE OUTSIDE, A 7J8'0 1
HOLE SHALL BE DRILLED AT H AND J'
MUST BE RIVETED FROM THE BACK OF ',H
TO THE FRONT W/ (2)3/16"0 ALUM. POP
RIVETS. A 3/8"0 HOLE MUST THEN BE
DRILLED AT 91 TO ALLOW FOR' J 'S PIN TO
PASS THRU. WHEN INSTALLING \J, FROM
THE INSIDE, , J . MUST BE RIVETED TO fit W1
(2)3116'0 ALUM. POP RIVETS. A 3/8"0 HOLE
MUST THEN BE DRILLED THRU , H . AND H1,
TO ALLOW FOR 'J " 'S PIN TO PASS THRU.
2-5/16"z1" LOCK J1. MAY BE USED
ALTERNATIVELY TO i. J , LOCK FOR
INSTALLATIONS SECURED FROM THE OUTSIDE
OR INSIDE OF SHUTTER. IN THIS CASE, A 5/16"0
HOLE SHALL BE DRILLED THRU H AND lit.
HOLE DRILLED TO H1 SHALL BE TAPPED TO
ACCEPT 18 THREADS PER INCH MACHINE
SCREW.
NOTE:
'.END CONDITIONS SHOWN CAN BE INTERCHANGEABLE.
ONE SIDED SECTION : END CONNECTION DETAIL
u.r rs=r r �oe� ww a
;I,unh:Orr � y
ISEE r+ores �
tititiLLL ■ � a csnrra
SECTION t" rv_nAi `a 1 ,eaertr;
SECTION E2
�•\ A 4F
SECTION F7
'J r _ E.se•r
1 (SEE uGTESj
LRlY01I�Ml SOf+6�
' r�.fF+Jn!r•.tOi
err YITY•.
NYLON CAF DETAIL
�M JSO £ ,41C
(CORA{£R POST L
• • •
• • r •
��..•• "'�/�
ir
MOMS—SJ•
,7y ATT 415OT
.. .
. . . .
�.� O .• Q
.
. .
. . .
``.ate �
NO 90
• • • • • • • • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • •
• • • • • • • • • • • •
• • • • • • • • • • •
GENER,L L MITA' 0NS AND CCNDISTIONS OF USE FOR
1(
DER 01. MADE AGQLFZDIAN SHLITTk STSTEM
`
WORkrG_IN IIyI OC_WITH G BLADES.
JIl }
Ef ) 5-2
a'/\
C~
1, i
:q oai
't
1
MAXMUM SHUTTER SPAN AND PRESSURE RATING,MAXIMUM
ANCHOR SPACING AND MINIMUM SEPARATION TO GLASS FOR
1
f
G AND G1' WOf00NG IN UNISON WITH G AND Gl ARE AS PER
SCHEUILESONSMEET3,4,588.
rr
-_ F1
2,
MAXMUM PERFORATION AREA AT G•, GI' IS r 2-62F X 528' AND
E1
f
MUST BE LOCATED WITHIN THE CENTRAL 50%OF THE BLADE
a
I I
�� (ll J1
SPAN.
Z)
PERFORATED BLADES G, Gl MUST BE SOLID AT THE TOP AND
��"p'I
O MM>•
p
— —� --
--�
SEE NOTES ON SHEET
- %r 7 OF l0 FOR LOCKING
BOTTOM 25X OF BLADES SPAN,
= s FO
L
-..-
I SPECIFICATIONS
SPEC..
3.
PERFORATED BLADES G. G/' SHALL BE INSTALLED AT EVERY
d
03 O-
OTHER BLADE (FREOUENCY).
w m O
- — C r
T%j o:
-
` •
4
CENTERMATES H, H1 MUST ALWAYS BE ACCOMPANIED BY
TWO SOLD BLADES G. Gl AT EITHER SIDE OF EACH
Z m Z
c
i~
CENTERMATE.
0_ i-.
•' D i
S.
STARTERS AND CENTERMATES MUST BE ALWAYS SCUD
m zoas
6
STARTERS CONNECTION TO EXISTING BUILDING OR TO
W w d
oZ
.i.
J
_
—
1 F
ENDICORNER TUBES MUST BE AS PER DETAILS INDICATED ON
SHEET 7
G- G' G 1
G G G''
G G
_ _
1
„G G
G' G G G
. -
G I G_ G'
Tq t c -N - or V or
_ or
or or
r or or
or or
. or
Gt G1
G1
G1 'Gl
G1 G1
G1 G1•
Gl'
'
, '
10.
j fI ,
►
SECTION S-S THRU G MALE/FEMALE BLADE
B OR(C, OR _J
H H1
D i • E OR D1 oR M
K
s sre'
T0P1 BOM A/ ('OPTl0X4LJ
TYPICAL ELEVATION
TYPICAL SHUTTER PLAN
a.
TYPICAL.lPERNOR:TED
• •
•
• • • •
BLADE FIEVATION
. ••• ••• ••• ••• •••
•
. • •• •• •• . . ••
... . . . . ... . .
. . . . . . . . . .
. .. .. . . . .. ..
... . . . ... . .
ie
1
f
i
G.. G—
�'
1
=A a-B a
LIGHT DUTY SHUTTER WALL MOUNT CEILING AND FLOOR INSTALLATIONS
RD
W/ Al,A2, A3 TRACKS, CENTERMATE HL & BLADES G, G1
— —
`
fix—
Cb�CRETY Af1CNOR8
,._UIREO
2000"- . �- a
RtCG C
'^ CCNCRE7E AM:HOIK_
POPRNET
1
4I�
v
rit"OR t�2" OR 1 t!T x
1?OR ttn-xY ORY
ORTx3"ORYxa•
-
POURED COACAETE t / `�^.".yt J�
~k THICK ALUN ANGLE
A
NOTE:
END CONDITIONS SHOWN
103-
_.P>! T..1
a^."-•
�"'`''fa,,,
_
CAN BE INTERCHANGEABLE, i f
k `a` , U
� xA'8 n:C'u— TOP /HOfTDii�LpPTIClJK) 7dY ;isT' - -
36t'—s'--SBI'�.J—�
d • E woTatiz�
TYPICAL ELEVATION
Ai r ai r Ai
MAX SHUTTER SPAN -L- MAX OEEI{M PRE
6➢' 1-75 PSF
t00' +/-70 PSF
GIX�..R'. ANCHOR5
'SEE SCHE0.'iE FOR
SFCf10t1 n DN PA9[ /t—.,
�
POURED CONCRETE
..
CONOWT1,SEE
.Y (—C CRC uA%SFAG% UMRE0RCONCPETE 0To
—
r
~
REWIRED
SCMECULEF
A ON PAOEa
BLOCK WALL
REODUtEO
1
SEC:.ON
MAX SPA ll=7mT
rac
a alax3"S.SSMSW/711E0a E
` —fa•LSNS Nncn euswuG
�r_ED —
_
�APRJUBLE
ti
<x2'SS I aNA]'SE. S.W1f1K0•
�I
SMS (Try At—�
(t•+���� f - Pn eurcw I
-. 1TLONG fiVI 0
IJ trW. TOP a aOTTO
3
axf ss
B a s
11
�
TOP 6 BOT BOTTCM,
--C oC1 1
.3" VaN.
FXSTlNG
I'I
L �____. _ I_ _._ _,
I
-4 CPTIONK
_-- rbU•rNG OMf
•••\BusLNG
xta.7u•ss
--Nb�tYCC
TOPMOT7,1
EDGF.OF5V8
IF APPLICABLE
CONCRETE AN on
-�ED
I ,SEE SChEOULE FOR
�—
SECTION A ON PAGE II
�''—y'
Ere ANCHORS
" MAX SPAGINGLWITEDTO
i—GO
ROURD AFDCONCRETE �' (SEE SCHEDULE FOR
PORTED OR CONCRETE "C
REQUIRED
5EGTICNAONPAGEat
�SLOCKW ARCURED
MAX SPACINGLAALEDTO
EC C.
WALL MOUNTING INSTALLATION
CEILING &
FLOOR MOUNTING INSTALLATION
SECTION L1
SECTION L2
SECTION G-G Z F -
x3ale—.ji5;3w' W D
W m
ii r I O ➢iC Miffi � � 3 � v � � , ? J
e 6 1.37E m . t
4
I I � r
r2s�759'�le+. 300iT >�?� N p
_ c i.$Boi• _olrr S5Z�c
.ohs.I6+
XA�
HEADER g3wA_L nO?DEfd:TD)
DUTY L�G'4 uOI'II
oW <
zmaFLLzQ
Wz<=�N
o
3 636' u�JLLQ)
nr
CL
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0 -
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3z.0 w
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CExiTEA W�V7E R
• • • •'.•.Cc� -•4EACF(T vIRTF+Ij_ { •
• • L, I yT • • • • • uUitt c�un�,
•• ••• •• • • • ••
N6�0.9HEW �.RLflw,, ao
• • • • • • • • • • • • nn_n arru onto 01 �
••• • • • • ••• • •
• • • • • • • • • •
••• • • • ••• • •
06.O.C, m 1 /R`
Aft THREADED PENETRATION
I J TO EXISTING WOOD STRUCTURE
0 14 x T S.S. S,M,SS Wt
017/B'LONG
ON
BUSHING
(rM TOP S BOTTOM)
#14xrSs
1
@ ff-G.D. wi 1 11Y
^ . Mi THREADED PENETRATION
` TO EXUTNG WOOD STRUCTURE
i•
1J L1.
�§( f-1' Nn. • p-20>L:14' S.S. BOLTS
�.
W/NUTS WASHER 09'1
_ 914 x 3'S.S. S N.S
YLON BUSHING
At'
(Typ.TNOP 8 BOTTOM)
i
jj � WOf7D _
G m:Gt
E7BSTL`ICG3 REO(Afi
1aiA4i'� SE£SCtIEDUIE
_
IX1SnNG
cLAss�
-ifOR lfiL SF3AIRA
TO GLASS
�.:�
e �
_
i
ALTERNATIVE 1
e
1.
a�
o
e
5T�{WOOD
4
�z
EASFIN
GLASS.'
Gt�Ai55, l �REOLIIi A
i
�— BLLShVRG
(rCP)BOTTCM)
AUK' LAG SCREWS @ W O.C.
Wl L IM' MR THREADED PENETRATION
TO EXSTING WOOD STRUCTURE
I
WOOD S7U0 @ 24 O.C,
MAX RECUBtED. I
ALTERNATIVE 2
1 AV 0 LAG SCREWS 0
W O_C- W/ 1 irr Fin.
THREADED PENETRATION TO
EXISTING WOOD STRUCTURE
1/4.0-2md4' S S BOLTS
P� r ('�J j � W/NUT&WASHER@S'O.G �,,--,1� GWS:
�i14 x3'SS_S.M.S.
w17n
LCZ NYLON BUSHING
(T)P_TOP a BOTTOM)
i At
(�" ' #1dx2SS
x WOOD : S.MS(Typ. TOP
�GUIRED LI ` fL BOTTOM) l
Z
SEE SCHEDULE
I Ml.t SEPARATION 2k -0' WOOD PLATE
TO GLASS REOl11RED.
ALTERNATIVE 5
WALL MOUNTING INSTALLATION (OFFSET)
SONS A
SCALE: IAI =1'
LNSTALLADON OETAILS ON EXISTING WOOD BUILDINGS
f SCREW (GRACE 5) * W O.C.
WOOD TRUSSES OR RAFTER
,y ®24.0.0 REQUIRED
/ 11W x4'(G6L)SOISTE AN�rt PLATE
W/(3)Sfl r ftW LONG -ELCO' ULTRACON TO
EACH RAFTER OR TRUSS. LOCATE SCREWS
/ S AT AADW IDTH OF EXISTING WOOD MEMBER•
(Y L•I NOMINAL WIDTH) Wl2 1 W Mn,
TYREAOED PENETRATION-
6 JA X r5 S, S N.S.
� W/7/1s0x7/S
WOOD HEADER rSAS, (iA TOP JQ LONG NYLON BUSHING
REWIRE '7 6 ROTTOM) ( Jvil k "1 (T)p. TOP S BOTTOM) SEE SCHEDULE FOR
S-FORMinC Or-. �.:G 6c,G7 DULE 014xr S.s. TO GLASS
TO GLASS I - «;�-um (TYP. TOP
SCHEDULE soTra
ALTERNATIVE 3 s� c
\ r -Q C
—L, I'�oo aRiT rT'c" -.G^,asr E)asnNCBusnlHc 1100
o GLASS
2'x4' �
rwoUIRE-m _, 9 ALTERNATIVE 1
REWIRED. ,.
BUSHING E>c5n> TO GLASS , R a i ••
(TOP43OTrem) GLASS, i t a om
a2i c) OPTIQRAL 1/4. 0LAG SCREWS_-!
BUSHING @WOG W/111T Mn
(rOPIBOTTON) THREADED PENETRATION
1 f 1 N IW 0.20x3 4• SS. BOLTS /14: y4 TO E)OSTING WOOD DECK
I I W/ NLR A WASHER @ r O.C. �- SMS. ® Y x W W000 DECK -
OR #f4 xVs'SAl.S.@Toc. "13 12. O.C. CURED (NO FINISH
I_ 114-LAG SCREWS @ W O.C. WI I I? q 1'I• ALLOWED)
- W31. THREADED PENETRATION _ I ALTERNATIVE
TO EXISTING WOOD STRUCTURE
ALTERNATIVE 4 IK'LAG SCREWS Q W D.C. W T 1/T- - r x e WOOD DEC(
U. THREADED PENETRATION REQUIRED (NO FINISH ALLOWED)
TO DOSTNG WOOD STRUCTURE
a GII ALTERNATIVE 2
�a 1ax2 S.S. WALL MOUNTING NSTALLATION (OFFSET)
T SEE sc"ex&E ((((((f/S M.& SECTIONS B
f�RAin. gp _ SCALE: Iri11'
�F TO GLA48 j 0 &
f/ ! WALUFLOCPJMNGNWNTINGSECnONS CAN BE
�E ^ '� OPTIONAL i COMBINED IN ANY WAY TO SUIT ANY INSTALLATION.
�'. . BUSHING : '"-.. •+ - NOTES _..-.._..__
ri4 x 3M' S S. S.M S 012' O.G
r ! 1• .1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WRH DESIGN WIND
r^�i g yin 7 LOADS LESS THAN OR EOIIAL TO 70 psf. AND Y-0- Ma SHUTTER SPANL
2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN
! -,_I 1ri'0axila'S.S.BOLTS
`W/NUT B WASHER 09'O.C. PINE Na7, WI SPECIFIC DENSNY OF l550R C-QUALIGREATFIt. uu4q
OR 014 x 3WS.N.S. @ 9- O.C. • • �`�"`i-�-i--• `++��'yi
—Uri'LAGSCREW4,$soNTo Ba— •• •• • • • • ••• • �!v:=+ '9'Is
THREfiD® PENETRATION TO E705TiNG WOOD STRICTURE • • • • • • • • {�p�ti • so 000
I /
ALTERNATIVE 6
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
`-ME
O .. X ;
AD16-:2
1 =F W