29 NE 102 St (13)MIAMI SHORES VILLAGE
BUILDING DEPARTMENT
305- 795 -2204
Building Inspection Request
Date /- 7-D y
Type Insp'n
Permit No. flP aO03 —/ l #7
Name /9 S7 K
Address d9 iiti S1
Company 07 /4)
Phone #j 2c,9 g6Dy
Inspection Date / E-4017.1-
Approved
Correction
Re- Insp'n Fee
0
40-
Contractor's Address
City State
Qualifier
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
Permit No, P 2 b0 3-) 7 17
Master Permit No.
BUI DING
PERMIT APPLICATION
FBC 2001
Permit Type (circle): Building Electrical
V ) VI � A ` u rT i' 1Sff G'()�'' Phone # VL ���Q— R
Owner's Name (Fee Simple Titleholder i j ))
'Owner's Address
aQ roc. EoC�
�it 1'01rni ShofS State S L-.
Tenant/Lessee Name
Plumbing Mechanical Roofing
Zip
Phone #
Job Address where the work is being done) °�
" q r0 V S7
( Coun I�
City Miami Shores Village County Miami -Dade Zip
Is Building Historically Designated YES NO X
Contractor's Company Name ocu\NQA/
Phone #
Zip
Architect/Engineer's Name (if applicable) Phone #
$ Value of Work For this Permit
/(pio
Type of Work: ❑Addition ❑Alteration New
Describe Work: reo _ ► ' r c Q
) I o �J{? AMA A ) A i
C _ I
(Continued on opposite side)
Square Footage Of Work:
❑ Repair/Replace
* * * * * * * * * * * * * * * * * * * * * * * * * * ** Fees * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
a3 a1-5 CCF$ £`t7
Submittal Fee $ s O . v � Permit Fee $ ��
Notary $.5i �.. Training/Education Fee $ it 80 Technology Fee $ 4 6; /3
Scanning $ Radon $ Bond $
Code Enforcement $ Structural Plan Review. $
Total Fee Now Due $
❑ Demolition
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State 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 ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF 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 $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the
inspction will not be approved and a reinspection fee will be charged.
Signatur
Owner or Agent
The foregoing instrument was r know ledged be o
day 69 ck , 20 (23, by
who is personally known to me or who has produced 3-1 D Z
A sa' y- • - 1 identification and who did take an oath-
NOT Y P : LIC:
Sign:
Print. y Commission 00150040
s ?. y Expires November 15. 2006
My Commission Expiry$.
My Commission Expires:
(Certificate of Competency Holder)
State Certificate or Registration No. Certificate of Competency No.
********************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
Oct 3 0 2003
Plans Examiner
APPLICATION APPROVED BY:
Chc 10/14/03
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of 20 by
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Engineer
Zoning
^^�� ,� JUDITH A. ARMSTRONG
/06(oas MlAM -F 3
g
,nA la,mi S (305) •758 -8609
DADE COUN D RAL CREDIT UNION
2 AMI, F GLER 3 ST
MI L 3 10
V enn , - 17 ()QMDe( )
?:r ; tl7
: 2660/30 i0 ?I: 80 100006 30 74 511'
63- 8010/2660
I 0 1 a1 1 03 D�
a, 1 . $ 50
2230
p o .04 4 - 8 E."--1-1::
IJ tu6.►`1 R
Located at: c-9,(71 0G ) o c9,
By
Produced
Owner
VILLAGE OF MIAMI SHORES
BUILDING DEPARTMENT
OWNER BUILDER DISCLOSURE .STATEMENT
being the legal property owner, for the property
Legally described as .
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the
State of Florida, F.S. 489.103(7)And I have read and understand the following disclosure
Statement, which entitles me ta' s ork as my own contractor, I further understand that I as the owner
must appear in person to complete all applications.
DISCLOSURE STATEMENT
State law requires construction to be done by licensed contractors. You have applied for a permit under an
exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor
even though you do not have a license. You must supervise the construction yourself. You may build or
improve a one - family or two-family residence or a farm out - building. You may also build or improve a
commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It
may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the
construction is completed, the law will presume that you built it for sale or lease, which is a violation of this
exemption. You may not hire an unlicensed person as your contractor. It is your responsibility to make sure .
that people employed by you have licenses required by state law and by county or municipal licensing .
ordinances. Any person working on your building who is not licensed must work under your supervision
and must be employed by you, which means that you must deduct F.I.C.A. and with- holding tax and
provide workers' compensation for that employee, all as prescribed by law. Your construction must comply
with all applicable laws, ordinances, building codes and zoning regulations.
Proof of ownership provided ( ) initial of reviewing clerk. Tlie foregoing instrument
Was acknowledged before me this 31 day of C , 20 62
who is personally known to me or who has
as identi • n and who did take an oath. •
itef abei `Vargas
= Commission #DD231984
F. . `W ''= Expires: Jul 13, 2007
%'i; • • S Bonded Thai
','' I "" Atlantic Bonding Co., Inc.
Miami Shores
Village
Requirements for storm
shutter inspection:
•Leave Village approved
plans and permit out for
insp
o3--n
•All shutt it all
hardware must be installed
at time of inspection
except egress windows in
bedrooms.
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4 r
Florida
'Storm
Panels
14475 N.W. 26 Avenue • Opa- locka, FL 33054 • (305) 685 -9990 • (305) 685 -9000 • FAX (305) 685 -7511
SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM
Building Official
Dear Mr. Building. Official:
We are Dade County Notice of Acceptance holder for the 22gauge panels
under number 02- 1120.02
This letter authorizes -TV4 `" t\P-P4 P TO & to use our
22ga. Panels under number 02- 1120.02 to be used at the following fob:
2 1,02 5 T kt kMi 5hOR -ES iLi4 .
Sincerely,
Victor V. Cruz
President
Enrique Revilla
or Vice- President
1. This form must accompany the application for building permit and
shall become part of the permit documents.
2. The authorized signature must bear the raised corporate seal of the
company holding the Dade County Notice of Acceptance.
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DMSION
NOTICE OF ACCEPTANCE (NOA)
Florida Storm Panels, Inc.
14475 N.W. 26 Avenue
Opa- Lock`a, Florida 33054
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
.This NOA shall: not : be. valid: after the expiration date stated- below.. The Miami-Dade .County- Product "Control:
Division (In .Miami.Dade•.County).and/or the AHJ (in areas =otherthan Miami Dade' County).reserve'the.rightto
have this product or material tested for quality assurance purposes. If this product or material fails "to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: 0.029" (min.) Galvanized Steel Storm Panels Shutter
APPROVAL DOCUMENT: Drawing No. 02- 868 -111, titled " 22 ga Galvanized Steel Storm Panels ", sheets 1
through 4 of 4, prepared by Frank L. Bennardo, P.E., dated November 18, 2002, last revision dated January 02,
2003 bearing the Miami -Dade County Product Control Approval stamp with the Notice of Acceptance number and
approval date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: Large and Small Missile Impact
LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, P.E.
NOA No 02- 1120.02
Expiration Date: 01/23/2008
Approval Date: 01/23/2003
Page 1
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL, DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
Yale Ogron Manufacturing Co., Inc.
6741 West 18 Street
Hialeah, FL 33010
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series 6800 Aluminum Horizontal Sliding Window
APPROVAL DOCUMENT: Drawing No. W96 -25, titled "Series 6800 Alum Horizontal Sliding Window",
sheets 1 through 4 of 4, dated 8/1/96, with revision C dated 09/04/02, prepared by Al Farooq Corporation, signed
and sealed by Humayoun Farooq, P.E., bearing the Miami -Dade County Product Control Renewal stamp with the
Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA # 99- 0908.02 and consists of this page 1 as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 02- 1107.02
Expiration Date: January 23, 2008
Approval Date: December 19, 2002
Page 1
Yale Ogron Manufacturing Co., Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
(For File ONLY. Not part of NOA)
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W96 -25, titled "Series 6800 Alum Horizontal Sliding Window ",
sheets 1 through 4 of 4, dated 8/1/96 with revision C dated 09/04/02, prepared by
Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94.
along with installation diagram and marked -up drawing of 1 specimen of a 23-
7/8" by 35 -1/2" (XO) aluminum horizontal sliding window with Double Strength
(1/8 ") annealed glass, prepared by Fenestration Testing Laboratory, Inc. No.
FTL -1400, dated March 26, 1996, signed and sealed by Gilbert Diamond, P.E.
2 Test reports on: 1) Air Infiltration Test, per PA 202 -94
2) Uniform Static Air Pressure Test, Loading per PA 202 -94
3) Water Resistance Test, per PA 202 -94
4) Forced Entry Test, per SFBC 3603.2 (b) and PA 202 -94.
along with installation diagram and marked -up drawing of 3 specimens of an
aluminum horizontal sliding window with 3/16" annealed glass, prepared by
Fenestration Testing Laboratory, Inc. No. FTL -1399, dated June 28, 1996, signed
and sealed by Gilbert Diamond, P.E.
C. CALCULATIONS
1. Anchor Calculations, dated 11/24/02, prepared by Al Farooq Corporation, signed
and sealed by Humayoun Farooq, P.E.
D. MATERIAL CERTIFICATIONS
1. None
E. STATEMENTS
1. None
F. OTHER
1. Notice of Acceptance No. 99- 0908.02, issued to Yale Ogron Manufacturing Co.;
Inc. for their Series 6800 Aluminum Horizontal Sliding Window, a . *roved on
12/09/99 and expiring on 1/23/03.
E -1
Manuel P P.E.
Product Contr i 'ner
NOA No 02- 1107.02
Expiration Date: January 23, 2008
Approval Date: December 19, 2002
P
L438
L L
1.312
69
FRAME HEAD
1.282
.458
1 1188
275
L F�1.975 j
FRAME SILL
1.406
t�.110
1 I
1.469
.I75 SILL RISER
1
Tar •
.062 .912
FRAME JAMB VENT
FRAME JAMB FIXED
VENT TOP /QOTTOM RAIL
—1.219
(' 0621
i
87 1 1.
+I .750 L
b
JAMB STILE
.344
.750
MEETING RAIL
—.062
t 1456
.906
FIXED MTG. RAIL
'CLASS WIDTHS TO 130 E0UAL'00 MOVING AND FIXED LRES
D.L OPG.
28 3/8'
VENT 950104 2 1/8'
WINDOW WIDTH
SERIES 6800 ALUM HORIZONTAL SLIDING WINDQW
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER CHART
SHOWN ON SHEET 2.
TYPICAI ELFVATION
TESTED UNITS
THESE WINDOWS ARE NOT RATED FOR IMPACT.
MIAMI —DADE COUNTY APPR'D IMPACT RESISTANT SHUTTERS ARE RE00.
THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE
ZONE OF THE 2001 FLORIDA BUILDING CODE.
ALSO FOR WIND WADS AS PER ASCE 7 USING CORRESPONDING LOADS.
W00D BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL.
8" MAO. TYP.
MEAD /SILL CORNERS
29 9/18"
D.L OPG.
31 7/8'
VENT WIDTH
29 5/18'
D.L. OPG.
•
98 1/2'
WINDOW WADTH
En OR. HUMAYOUN FAR000
STRUCRES
FLA. PE TU 16.757
S "tp42
/ r�
15'
MAX.
29 9/18'
D.L OPG.
31 7/8'
VENT WIDTH
FALSE MUNTINS
OPTFIDMAL PLIED
8,
A
a n
o°
o8 g $
a.
ig
o
Ca= n8
o� ag m
O m N
1=
Z
4 e
O Li 1
N
n
= o
3 o 1 1
1 0
"1
1
J
6
drawing no.
W96 -25
41a
1
(sheet 1 of 4. )
= nu. u1 ANLHURS PER HEAD & SIL
DESIGN LOAD CAPACITY - PSF °XOX SIZES)
14114008 DIMS.
WIOm HEIGHT
72'
8S'
96
108'
72'
85'
98'
108'
72'
85'
96'
108'
72'
85'
88•
24'
36'
48'
80'
5
8
7
8
5
8
7
8
5
8
7
8
5
8
7
3/18' ANN. C1 kCS
ANCHORS TYPE 'A'
EXT.(+) IM.( - )
55.3 115.8
55.3 117.7
55.3 103.3
55.3 91.3
55.3
55.3
55.3
55.3
55.3
55.3
52.2
50.8
553
45.2
42.0
77.2
78.4
71.2
85.3
57.9
58.7
52.2
50.8
46.3
45.2
42.0
ANCHORS TYPE 'B'
EXT.( +) INT.( -)
55.3 144.0
55.3
55.3
55.3
55.3
55.3
55.3
55.3
55.3
55.3
52.2
50.8
55.3
45.2
42.0
118.7
103.3
91.3
91.1
78.4
71.2
65.3
58.5
58.7
52.2
50.8
57.3
45.2
42.0
3/18' TEMP. GLASS
ANCHORS TYPE 'A'
OR.( +)
55.3
55.3
55.3
55.3
55.3
55.3
55.3
553
55.3
55.3
55.3
55.3
55.3
55.3
55.3
9a.( -)
115.8
117.7
121.6
123.8
77.2
78.5
81.1
82.4
57.9
58.9
60.8
61.8
46.3
47.1
48.7
ANCHORS TYPE TI'
EXT.( +)
55.3
55.3
55.3
55.3
55.3
55.3
55.3
55.3
55.3
53.3
55.3
55.3
55.3
55.3
55.3
197.5
200.8
207.4
210.0
131.7
128.5
124.2
122.5
92.0
82.9
77.6
73.5
89.0
61.2
56.4
xo
A = NO. OF ANCHORS PER HEAD 6 SILL
Ox XOX
APPROVFD CONFIGURATIONS
GLASS WIDTH$ TO BE EQUAL ON MOVING ANS FIXED LRES
ROLL FORMED GLAZING BEAD
OSS -ANN. GLASS
OR
3/18' -ANN. GLASS
OR
3/16' -TEMP. GLASS
GLAZING OPTIONS
G1A2ING COMPOUND
r SCHNEE MOREHEAD
1 9 5555
o o
4;U m
N
2 C)
1= n
co
i A
>- m x p
drawing no.
W96 -25
W2
ADD -ON RISER
REOD. ON XOX
SIZES ONLY
TYPICAL ANCHORS,
SEE ELEV. FOR SPACING
W
S
METAL STRUCTURES
(STEEL OR ALUM. 1/8" M94. THICK)
STEEL : Fy a 38 TLS, MIN.
ALUMINUM 6063 -7S MIN.
. TYPE , A•
ITEM 8 PART
2
3
4
5
8
7
8
10
1 1
12
13
14
15
18
17
18
YE -5001
YE -5004
YE -5008
YE -3002
YE -5003
YE -3019
YE -5009
YE -5008
YE -5018
YE -5007
#10X3/4" SINS
YH -6016
#10X3/4• SM5
YH -6001
READ.
1 SILL RISER
AS REOD.
AS REOD.
1/ VENT
1/ VENT
1/ VENT
1/ VENT
1 / VENT
AS REOD.
AS REOD.
1/ VENT
2/ LATCH
AS RE00.
AS REOD.
DESCRIPTION
FRAME HEAD
FRAME SILL
FRAME JAMB -SENT
FRAME JAMEI -FIXED
FIXED IRO. RAT.
VENT TOP RAIL
VENT 8011014 RAIL
VENT INTERLOCK
JMIB RAIL
ROLL FORMED GLAZING BEAD
FRAME & VENT ASSY. SCREW
CAM LATCH
LATCH INST. SCREW
FIN SEAL P11E W/ PLASTIC RN
RN SEAL PILE W/ PtAS11C RN
2/ VENT ROLLER ASSY.
MA7ERW. MANY. /SUPPLIER /REMARKS
8063 -75
6063 -75
8083 -TS
8063 75
8083 -T5
6083 -T8
6063 -75
.5053 -TS
6083-16
8065 -78
ALUMINUM
GAD PLATED SINS W/ 18 HEAD
DECO, PLATED OR PAINTED
CAD PLATED CRS
TOP & BOTTOM RAILS
BOTTOM RAIL
Y1 -8002 & YH -6003
WOOD BUCKS NOT BY YALE OGRON, MUST SUSTAIN
LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. /CHART FOR SPACING
3/1 TAPCON$
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
1 -3/8" MIN. PENETRATION INTO WOOD
THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4" MIN. EMBED INTO MASONRY OR CONC.
3 /1 R• DTBLLFLCX SELL DRiWNG SOR 5
INTO METAL STRUCTURES (1/8" MIN. THICKNESS)
110 5MS
INTO APPROVED MUWONS (NO SHIM SPACE)
J /4" TAPCRN$
INTO 2BY WOOD BUCKS OR WOOD STRUCTURE
1 -1/2 MIN. PENETRATION INTO WOOD
THRU 1BY WOOD BUCKS INTO MASONRY OR DIRECTLY INTO MASONRY
1 -1/4" MIN. EMBED INTO MASONRY OR CONC.
SEALANTS:
FRAME AND VENT CORNERS SEAMS, FIXED MEETING RAIL ENDS
AND INSTALLATION SCREWS AT SILL SEALED WITH WHITE
COLORED SEALANT.
WEEPHQLES:
W1 a 1" NOTCH AT EACH END OF VENT TRACK
W2 a 1/2" NOTCH AT EACH END & AT 30" FROM EACH END
Engr: DR. MURMUR FAROOO
STRUCTURES
FLA. PE # 16867
?OA
RRDDUCT AETTSW i)
ass wiw41.Radi
Anmetsese No
•
U
C
drawing no.
W96 -25
(sheet 3 o 4
2 BY
WOOD BUCK
2 BY_
WOOD BUCK
TYPICAL ANCHORS
SEE ELEV.
1
t r
fir
1/4• WAX.
SNIP
VENT Wf0TH
D.LO.
VENT WIDTH
D.LO.
O
EXTERIOR
"AMOR WIDTH
XO LAYOUT
OX OPPOSITE
D.L UPC.
EXTERIOR
VTNDON WIDTH
XOX LAYOUT
mei
D LO
0
1
� m
.11► ��r
I/4 SHIM
MAX.
•
1/4• SHIM
MAX.
VENT TOP /ROTTOM CORNERS
TYPICAL ANCHORS
SEE ELEV.
• IBY
• W002 BUCKS
IBr
VOOD BUCKS
TYPICAL ANCHORS
® • SEE ELEV.
FRAME TOP CORNER
FRAME BOTIOM CORNER
FIXED MTG. RAII CORNER
Dv, OR. HUVAYOUN FM000
STRUCTURES
M PE) 16857
2 5 ymn
PRODUCT RENEWED . " 1
comPRin .it0 the Haft
Bakrati Code
Aaapteva No '/ 02
Eep,*si.Da• i'TJFc -
ltirfAr
drawing no.
i W96 -25
keheet 4 of 4
M I A M IDAd3E
PRODUCT CONTROL NOTICE OF ACCEPTANCE
Yale Ogron Manufacturing Co., Inc.
671 West 18 Street
Hialeah ,FL 33010
APPROVED: 01/03/2002
\\s045000I \pc2000 \\templates \notice acceptance cover page.dot
Internet mail address: postmaster ®buildingcodeonline:com
M -BADE COUNTY. F
METRO -DAYS FLAGLER BU
BUILDING CODE COMPLIANCE O
ME'T'RO- DA1)fi FLAGLER 13011
LAO WEST FLAGLER STREET, SUITE ...,.,
MIAMI, FLORIDA 33130 -1563
(305) 375 -2901 FAX (305) 375 -2908
CONTRACTOR LICENSING SECTION
(305) 375 - 2527 FAX (305) 375
CONTRACTOR ENFORCEMENT DIVISION
(305) 375-2966 FAX (305) 375 -2908
PRODUCT CONTROL DIVISION
(305) 375 -2902 FAX (305) 372 -6339
Your application for Notice of Acceptance (NOA) of:
Aluminum Tube Mullion
under Chapter 8 of the Code of Miami -Dade County governing the use of Alternate Materials and Types of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions specified herein.
This NOA shall not be valid after the expiration date stated below. BCCO reserves the right to secure this
product or material at any time from a jobsite or manufacturer's plant for quality control testing. If this
product or material fails to perform in the approved manner, BCCO may revoke, modify, or suspend the
use of such product or material immediately. BCCO reserves the right to revoke this approval, if it is
determined by BCCO that this product or material fails to meet the requirements of the South Florida
Building Code.
The expense of such testing will be incurred by the manufacturer.
ACCEPTANCE NO.: 01 - 1204.02
EXPIRES: 12/28/2006
Raul Rodriguez
Chief Product Control Division
THIS IS THE COVERSHEET, SEE ADD'II� PAGES FOR SPECIFIC AND GENERAL
CONRIT
BUILDING CODE & 4 ^..A gym` CT REVIEW COMMITTEE
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Product Review Committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
Francisco J. Quintana, R.A.
Director •
Miami -Dade County
Building Code Compliance Office
Womepage: http : / /wWW.buildingcodeonline.com
Yale Ogron Manufacturing Co., Inc.
OTICE 0 CCE
ACCEPTANCE No.: 01- 1204.02
APPROVED: January 3, ?.002
EXPIRES: December 28, 2006
CE: S" .Ct CCO D3a ONS
1. SCOPE
, 1998. It
1.1 This renews Notice of Acceptance (NO � ) on system, 9 � . desc v z•ibed in Section of this NOA, on December designed to
renews the approval of a structural m
comply with the South Florida Building Code (SFBC), 1994 Edition for Miami -Dade County, for the
locations where the pressure requirements,as trammed by SFBC Chapter 23, do not exceed the Design
Pressure Rating values indicated in the approved
Drawing 2. PRODUCT DJSCR1'TION
T he U nclipped Aluminum Tube Mullion System and its components
Sheets 1 through be constructed llee` in strict
2.1 document: signed sealed by
Humayoun Farooq, bearing prepared the y ollo Farooq oration, dated 11/20/95 and revised on 12/4/95, sh ed s number
Details," prepared by Al g the Corp
g the Miami -Dade County Product Control renewal stamp
and expiration date by the Miami-Dade County Product Control Division. This document shall hereinafter
be referred to as the approved drawings.
3. LIMITATIONS to support Windows and Doors, with a current Notice of AccepCe
3 Mullions m e to be used only pp
3.2 The maximum mullion span (length) shall be: 144" max. for 2" x 6" mullion, this dimension is reduced for
smaller size mullions. selected design pressure rating, per load charts, must
3.3 Both mullion (size and span), as well as anchor (type)
meet or exceed the pressure requirement for the opening in which it is to be installed.
4. INSTALLATION fiance with the approved
4.1 The unclipped mullion system and its components shall be installed in strict comp
drawings.
4.2 This mullion cannot be installed as part of an impact resistant unit.
5. LABELING nd following
5.1 Each unit shall bear a permanent label with
Control Approved" t manufacturer's name or logo, city, state a
statement "Miami -Dade County Product
6. BUILDING PERMIT REQUIREMENTS
permit shall be accompanied
Application for building p anied by copies of the following:
6.1.1 This Notice of Acceptance
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of Acceptance,
clearly marked to show the components selected for proposed sed i n tallatio Building Code (SFBC)
6.1.3 Any other documents required by the Building O
in order to properly evaluate the installation of this system. /3
2
Raul Rodriguez, C
product Control Division
Yale
01-1
ACCEPTANCE No.. 3 2002
3ao ua
APPROV
Dum ber 2 2
EXp�"
�
CF,; een filed
QF LC EP'� •
-� renewal application has o documents, ate
NOTICE after a xe eWa1 application
zing
Acceptance (approvaa)
shall be considered tke supporting data,
this AcceP d documentation, including a city, state,
1. Rene wal of submitte manufacturer's name, and the original ears• labeled with the m or as �
eight (8) y per manently Appr oved",
no older than g products,, shall be pern' product Control
2. Any a nd all appro e ,Miami -Dade County
statement: cee fence.
and the following ec the evaluation of this
stated in the specific conditions of th con if : de affecting
Lance will not be u ilding Code
g, Renewals of Acceptance a change in the South Florida ` B th the code changes; inat1y appr
a) Them has been lean; the one g C e, including
product and the Product is not in Com product ith all the real) eats n this acceptance c The product is no longer the same
e B has not complied vi�quirem cementation initially
c) if the Acceptance product;
the required do
the correct installation of the p signed and sealed
engineer who originally prepared, sign profession.
d) The eng practicing the engineering P process shall
e of the product or p
su bmitted is no longer Pt andloz manufacture approval has been
e in the m aterials, use, unless prior written app this office.
4. Any revision or Chang Acceptance, ate written
and granted by
automatically be cause for termination o f a re of this cation with appropriate requested (through of a revision application
Acceptance:
h the filing
of the following shall also be grounds for removal of this
xoduct or process• advertising or any other 5. Any rformance of this p zoduct, for sales,
a) Unsatisfactory A. lance as an endorsement of any p
Misuse o and follow
purpose.
b) of
this AcCeP followed
Dade County, 'Florida, ranee number preceded by the words Miami portion of the , and
of
6. The Notice of on d t b dis layed in advertising literature. If any p°
by the expiration date may p li shall
Acceptance is displayed, then it shall be done in its entirety.
W it applies, copy of this Acceptance as well as approved drawings and other documents,
7. A Py Ace the manufacturer or its distributors and shall be available for inspection at
be provided to the user by
the job site at all time. The engineer need not reseal the copies.
8. Failure to comply with any section of this ,Acceptance shall be cause for termination and removal of
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last page 3,
END OF THIS Ace t:Fi ANCE
R ' 1 Rodriguez, hief
Product Control Division
INSTRUCTIONS;
USE CHARTS AND GRAPHS AS FOLLOWS.
TYPICAL
GLAZING PRODUCT
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE 90 DOW OR 0009 APPROVAL FDA FASTENERS SIZES AND SPACING
STEP 1 DETERMINE OE51GN LOAD REQUIRED PER ASCE 7 —BB,
FOR PARTICULAR OPENING.
STFP 2 USE DADE COUNTY APPROVED CUOMO PRODUCTS
uEETINC ABOVE LOAD REQUIREMENTS.
STFP USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL
STEP 4 SPECIFY MAxIMUU 51DM SPACING.
STEP � USING CRAPNS ON 2 SELECT MULLI 512 WITH
DESIGN 9971440 MORE SHEET T)W1 0E5ICH IDAD SPcCITEO
DI STEP 1 ABOVE
STEP G 05ING ANCHO9 1YPFS ON SHEET 3, 410 ANCHOR CRWHS
ON 51 2. SEIEGT 411.909 TY 911 DESIGN 997190
MORE THAN THE DESIGN LOADS SPECDTED W STOP I ABOVE
PRODUCT RENEWED
ACCEPEAl10E14 01'tZCtlp
. N • •1 I Xi
EXP IRA I , .
L
UO1IDINO CTIDB COMPLIANCE DIME
ACCEPTANCENm qR - F14.ZA•
E PN: T1O11 DATE
BY
UCf CONTROL DIVISION
COMPLIANCE 0 �a
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
NOTES:
1. ALL C1A21NG PRODUCTS USED WIEN THESE MULLIONS MUST
MEET THE APPLICABLE OADE cower REOUIRIOJENRS
I.E. WIND LOAD. AIR A. WATER INFILTRATION. FORCED ENTRY
RESISTANCE SAFEGUARDS ETC.
2. ANCHOR EMBEDMENT TO RASE 1A5EAMl SHALL BE BEYOND
WALL COVERING (STUCCO. TILE ETC.)
3. PM COMMONS NOT COVERED IN TIOS SUBMITTAL SUBJECT
TO SEPARATE ENGINEERING REVIEW.
4. ALL MULLIONS TO BE MI.02 G063-1 G.
PRODUCT RENEWED AMMO AS COMPLYING 1.4114 1HE
50UTN T ORLON
OC1
ENGINEER 013409 0044 1ARD00
PE 44 46557
Ul J CODE
06131.1 COAT + 61012014
BU11444 :S COD=_ COM1LLl9CE MICE
ACCEPTANCE II.
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so 104 alas R
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WILMEMM vA R
IllUmUMMWAMIRMSW
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MMIIIMMUMMICMEN
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Y.6 ".1/0" ALIJA. 1HUE
AO .m RA.
MAIMMUMWMOPME
MinUMUMWMOMMM
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mommunammumm
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TLLLICN
LOAD CHART
MMEMMIll
■■■■■■
iiiiiiMimmummul
I M ERA III I
MMEMEMUMIIMM
i mmumummumm
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LIIIIIIIIIIII
la mommommum
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amammommumm
.... , .. _ .. uuu.
25 3D 40 55 612 75 90
• TRIBUTART WIONH . IKHED
ANcuc RS
'TYPE A.B. OA C
- HDR120NIAL uuUJOH
1012010
PRODUCT
GLAZING
PRODUCT
PRODUCT
' P RODUCT
0
L *1LL10N 5PAN--1
TRIBUTARY WIDTH - Vi l + 172
2
1
m
GLAZDG
PRODUCT
TYPICAL MULLION ARRANGEMENTS
20 39 40 SD 6D 79 9.0
TRIBUTART WIDTH - INCHES
A/LCH015
TTPE 4,9, OR C
r 1 /ERTI A. I4UUJON
GLAZING zz
PRODUCT
TRIBUTARY WIDTH = wf + wz
2
00
P
i
O m
Jm 2
m
n
HELLION LOAD CHART
1' . ■ „ ■ " 1'at-.1/2' LUM. 1013E
"■„■"■■a■■■■
mummu gym 2222
IM1\M►IMMEN ■■M
►�MEMINWEW ■MUM
MIMIMM■M.,...M
W7� MIIIMM � MIME
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MIUMMIUNAMMEMM
MIONSUMMAIWORM
UMWRIOMMWOMMXM
KUMOINERMAMME
IMMUMWAMMOMME
MOWEMMMOMMMOM
WIIIMMENMENMEIMM
margimaismainim
MUMMOMMO \ /W►
20 35 40 5D 6D 70 BD
TRIBUTARY WIDTH - INp4E5
ANCHOR LOAD CHART
m
mmummarimmai
UMMENEMMINIMME
WINIMMEMIIMMEMM
UUMMEMEMEMMEM
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20 30 4 0 51) 60 7D 9D
TRIBUTARt WIDTH - InF£S
PRODUCT RENRWRD
ADCEFTANCB . - 13EN
2D 3D 40 sD 65 70 9D
TRIBUTARY WIDTH - INC,CS
ANCHOR LOAD CHART
1MMINUil\MM
1\11\L1hY:WWOM1 `
ii\lill\MWMMUMMEM
MAMMESUIMULAMEM
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MMWMMILIMMINMEM
anwinswmaimums
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00
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�i([ 111IEI88ff&&lRT99 � ;s �yPLnRGT�'ir
ACCEPPAD:CB Ne, 0 0 -C9)...3. D Z SOMB FLORIDA OW CODE
OR1
s.•r7IDTL DATE _[',:�-' "��
Hr �l! .. <_ ^- /' MG( CDRt 1 ONIStON
PR DUCT 1 / mm . � 010 DUNG CODE 10911 41100 Of Fla B LO >V : .. ECQ>. tPLI A pL CE . J .. ACCEPTANCE RD.25...6 tS 1rr
FOR ANCHORS DESCRIPTION SEE_SHEE7 '3 OF 3..
2D 30 • 40 5D 6D 70 B0
TRIBUTART WIDTH - I*T.)-S
ANCHOR LOAD CHART
5D 60 7D BD
WIDTH - IN6£13
DIL9dER 101WAT5U4 FARODJ
PE / 10557
r
I )
202 X 1/6'
ALUM ANGLE
14 S.O.S.
2/ ANGLE
MULLION
ANCHORS TYPF 'A'
C '
1UWON
2 x 1/5'
ALUM ANGLE
/ 14 5.M.5.
1 - 1/4" MIN. EMBED INTO W055
1/ ANGLE
j 14 5.14
2/ ANGLE
PRECAST SILL
CONC.
•
3/16 CM. IOPCON
1 I/2• MIN. ENDED
.1/ ANGLE
2 X 2 X 1/8"
ALUM ANGLE
/ 14 5.1.5.
2/ ANGLE
1UWON
ANCHORS TYPE 'B'
4
C'
Q'
/ 14 5.M.S.
1 -1/2" MW. EMBED INTO W000
2/ ANGLE
2 X 2 X 1 /8"
ALUM ANGLE
2 -s /8 LONG
BY
PRODUCT RENEWED
ACCEPTANCENG. 01 1209
EXPIRATT DA
ODUCT •r - •.L
B0m.mNET MDR COMPLIANCE OFFICE
By
0114
Li
3.000
ANCHORS TYPE 'C'
MUWON
11N.
0..
J
Ir a'
CONCRETE OR
M CONC. FILLED BLOCKS
2% 2 X 1 /5'
ALUM ANGLE
/ 14 5.05.
3/ ANGLE
MuLUON
2X 2X 1/5'
ALUM ANGLE
3-5/5" LONG
PRODUCT RENEWED
ACCEPTANCE Ma og23 -D�
TION DATE
)�w,ar,u n ❑n u.,..
Q.
mile -- 1
1.500
NOTCH WOOD OUCH
TO ACCOMODATE CUP ANGLES
TO MASONRY
•
C
d'.
Q
t 1 /4" 0 UPTON
1 -1/4' MIN. EMBED
2/ ANCIE
3O�
WOOD RUCKS NOT BY YALE OGRON MUST
SUSTAIN LOADS IMPOSED
APPROVED AS COMPLYING WITH TIE
50UIH 0510A :UIL 000E
05 ►1:: •
• 'OW CWT. OL 010.5: •
BUIIDUNG CODE COMPLIANCE OFFICE
355 71 reE NO. cw
ENGINEER: NU.W.YOUN FAA000
PE / 16557
4 g. IJJ
'• MIAM1.DADE
BUILDING CODE COMPLIANCE OFFICE (BCCO)
PRODUCT CONTROL DIVISION
NOTICE OF ACCEPTANCE (NOA)
Yale Ogron Manufacturing Co., Inc.
671 West 18 Street
Hialeah, FL 33010
MIAMI -DADE COUNTY, FLORIDA
METRO -DADE FLAGLER BUILDING
140 WEST FLAGLER STREET, SUITE 1603
MIAMI, FLORIDA 33130-1563
(305) 375 -2901 FAX (305) 375 -2908
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade .County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or
material fails to meet the requirements of the applicable building code.
This product.is approved as described herein, and has been designed to comply with the High Velocity Hurricane
Zone of the Florida Building Code.
DESCRIPTION: Series "580" Aluminum Single Hung Window and Dual Action Window
APPROVAL DOCUMENT: Drawing No. W96 -38, titled "Series -580 Single Hung Window ", sheets 1 through
4, prepared by Al Farooq Corporation, signed and sealed by Humayoun Farooq, P.E., dated 10/10/98 with revision
on 5/29/02, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance
number and expiration date by the Miami -Dade County Product Control Division.
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and
following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall
be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA # 99- 1119.07 and, consists of this page 1 as well as approval document
mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No 02- 0507.06
Expiration Date: November 14, 2007
Approval Date: August 22, 2002
Page 1
Positive
Load (psf)
Span
Less
Than:
Separation
(inches)
at <= 30'
Separation
(inches)
at > 30'
10' - 7"
6' - 0"
2.75"
1.22"
30
8'- 8"
2.75"
1.94"
39
10' - 5"
3.00"
3.00"
9' - 8"
6' - 0"
2.75"
1.25"
35
8' - 8"
2.75"
2.10"
50
10' - 0"
3.00"
3.00"
8' - 5"
6' - 0"
2.75"
1.29"
40
8' - 8"
2.75"
2.26"
65
9' - 8"
3.00"
3.00"
7' - 6"
6' - 0"
2.75"
1.32"
45
8' - 8"
2.75"
2.41"
80
9' - 4"
2.92"
2.92"
50
6' - 0"
2.75" -
1.36" •
5' - 4"
8' - 10"
2.75"
, 2.73"
60
6' - 0"
2.75"
1.43"
_ 4'- 1"
8' - 1"
2.75"
2.44"
70
6 - 0"
2.75"
1.51"
7' - 6"
2.75
_ 2.24
Load
W (psf)
No Stitch
Bolts
LmAx (ft)
Stitch Bolts
At Mids pan
LMAx (ft)
25
10' - 7"
10' - 7"
30
10' - 5"
10' - 5"
35
10' - 0"
10' - 0"
39
9' - 9"
9' - 9"
40
9' - 8"
9' - 8"
45
9' - 4"
9' - 5"
49
8'- 11"
9'- 3"
50
8' - 10"
9' - 2"
55
8' - 5"
8' - 11"
58
8' - 2"
8' - 10"
60
8' - 1"
8' - 9"
65
7' - 9"
8' - 3"
70
7' - 6"
7' - 8"
72
7' - 4"
7' - 6"
75
7'- 2"
- 7'- 2"
80
6'- 9"
6'- 9"
90
6' - 0"
6' - 0"
100
5' - 4"
5' - 4"
110
4' - 10"
4' - 10"
120
4' - 6"
4' - 6"
130
_ 4'- 1"
_ 4'- 1"
w
ad)
w G
EXISTING
CONCRETE,
HOLLOW BLOCK
OR WOOD
FRAMING (SEE.
ANCHOR
SCHEDULE T3
BASED CN TYPE
CF STRUCTURE)
EMBED
REQD SEPARATION
FROM GLASS
(REF. TABLE T2)
EXISTING
GLAZING
w
d
CI CONNECTION TYPE
ANCHOR5 TO BE AT 125 OR 625' O.G
(REFERENCE ANCHOR SCHEDULE T3
FOR MAX SPACING). USE REMOVABLE
ANCHORS ONLY
D 157.
EXISTING
GLAZING
0.500'
qd TEK SCREW OR
'. -20 MACHINE
SCREW 1 NUT 6 16'
O.G. (TYP ALL 51M.
CONNECTIONS
REQ'D SEPARATION
FROM GLASS
(REF. TABLE 72)
C3 CONNECTION TYPE
REFE ANCHOR
SCHEDULE 73 FOR MAX.
SPACING
O BUILD -OUT MOUNT SECTION
N.TS.
EMB.
SHORT LEG MAY BE
REVERSED TOWARDS
THE OPENING
EC E0
C2 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR MAX
SPACING
1/4 -20 x i• 5.5.
MACH NE SGfi:W
6 125' O.C.
EXISTING CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING.
SEE ANCHOR SCHED. BASED
ON TYPE OF STRUCTUR
025'
J w
W
Q m
W F
E
O
1 -
m =
W W
n =
U
U)
z
J 0_
1)
EXISTING / I / / ' " I . , -20 x �. 5.5. MACHINE
CONCRETE / SCREWS 6 12.5' G.C.
HOLLOW BLOCK E ED.
OR WOOD i C CONNECTION TYPE
FRAMING. SEE I / I REFERENCE ANCHOR
ANCHOR SCHED. / SCHEDULE T3 FOR
EASED ON TYPE / max. $FACING
OF STRJCTURE J - TRACK/DIRECT MOUNT SECTION
NTS.
STUD ANGLE
DIRECTION MAT
BE REVERSED.
A5 5tiiOLLN
C2 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR
MAX. SPACING
C2 CONNECTION TYPE
FetrtRENCE ANCHOR
SCHEDULE 73 FOR
MAX. SPACING
OPTIONAL BUILDOUT
MOUNTING CONFIGURATIONS
(AT HEADER - OR SILL)
EXISTING CONCRETE.
HOLLOW BLOCK OR
WOOD FRAMING. 55E
ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE
EXISTING
GLAZING
EMBED
�
w
EXISTING
GLAZING
w
_
w 0
EMBED.
REQ'D SEPARATION
FROM GLASS
(REF. TABLE 72)
EMBED
WALL MOUNT SECTION
N.TS.
EXISTING CONCRETE. HOLLOW BLOCK
OR WOOD FRAMING. SEE ANCHOR
SCHED. BASED ON TYPE OF STRUCTURE.
- 20 x 3•
MACHINE SC V �"
6 125' O.C.
LEG DIR
MAY 5E
RE vE R5E D,,
025'
TAX
O CEILING/FLOOR MOUNT SECTION
N.T.S.
EXISTING CONC HOLLOW
BLOCK OR WOOD FRAMING.
SEE ANCHOR SG+-IED. BASED
ON TYPE OF STRUCTURE.
C3 CONNECTION TYPE
REFE ANCHOR
SCHEDULE T3 FOR
MAX. SPACING
r 0500'
I
J w
W
Z
W�
Ow
,r)=
w W
W
U
N
Z
J Q.
025' N
;MAX. 1
0250'
r 025'
-20 )< 4' S.S.
MACHINE SCREW W/
WINGNUT 6 125' O.C
C2 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR MAX.
SPACING
C4 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR MAX.
SPACING
C CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR MAX.
SPAC iNG
MAXIMUM ALLOWABLE
SPAN SCHEDULE NOTES:
1. ENTER SPAN SCHEDULE WITH NEGATIVE DESIGN
LOAD TO DETERMINE MAXIMUM ALLOWABLE STORM
PANEL SPAN. SCHEDULE 15 ACCEPTABLE FOR USE
WITH POSITIVE LOADS LESS THAN OR EQUAL TO
NEGATIVE DESIGN LOADS.
2. INTERPOLATION BETWEEN LOADS 15
ACCEPTABLE. OTHERWISE USE NEXT HIGHER LOAD.
�C7
EXISTING
GLAZING
RECD SEPARATION
FROM GLASS
(REF. TABLE T2)
O K TRUSS MOUNT SECTION
NTS.
EXISTING WOOD TRUSSES
6 24' O.C. MAX.
EXISTING. CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING
SEE ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE.
EXISTING
GLAZING
O OFFSET WALL MQUNT SECTION
N,T.S
MINIMUM SEPARATION
FROM GLASS SCHEDULE
TABLE T2 NOTES:
I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN
LOAD TO DETERMINE MINIMUM ALLOWABLE STORM
PANEL SEPARATION FROM GLA55 OR DOOR TO BE
PROTECTED. SCHEDULE 15 REQUIRED FOR USE WITH
POSITIVE LOADS ONLY.
2. INTERPOLATION BETWEEN LOADS 15
ACCEPTABLE. OTHERWISE USE NEXT 1 - HER LOAD.
EXTERIOR
WALL FINISH
STEEL TUBE TO BOTTOM TRUSS
CHORDS W/ (3) EMBED
LAe SCREWS 6 EACH TRUSS
(74' C.C. MAX)
4'x %'x0:048' MIN STEEL TUBE
'U' HEADER TO ROLLED STEEL TUBE W/ CENTER
LAG (AS DESCRIBED ABOVE) 6 TRUSSES 1 "I4
51 TO PLATE 6 6' O.C. BETWEEN TRUSSES
LTn5x = 8 -0' (MAX SPAN)
MAX DESIGN LOAD = _60 p5r
EMBED
.--ALUM OR GALV STEEL SPACER.
AS R
EXTERIOR WALL FINIS =
FROTRUDING FROM
MOUNTING SURF ACE
CI CONNECT!ON TYP
ANCHORS TG BE AT 175' OR
625' O.C. (REFERENCE
ANCHOR SCHEDULE T3 FOR
MAX. SPACING-). USE
REMOVABLE ANCHORS ONLY
W
a
Ow
• w
CZ
Q U
Z Z
Zw
w,,
m z
Z
.Q Z
�
0
U
z
w
W
z
z
w
CD
L
9
3
3
z
w
z
4
n
I�L
V
4
O
L-
e c
wm
i m
cNi Q -J
V
-)
Z 0
t
to 4
REVISIONS
DESCRIFTION
DATE
COUVTY Cp- CIENTS
SNE I :
2 OF 4
SCALE: 3 •
DRAWN BY: CL
P 4N. tS /T6 /O:
DWG c2- 868 -III
HOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED
ELCO TAPCON
_ 39 .
45
55
65
72
39
45
55
12.6"
10.9"
8.9"
8.2" -
7.1"
5.8"
8.0"
6.9"
5.7"
5.2"
4.5"
3.7"
Tcap (Ib) = 174.00
16.0"
65
7.5"
4.9"
5.0"
3.3"
Vcap (Ib) = 318.00
16.0"
72
6.8"
4.5"
5.0"
3.3"
1/4 "x7/8" EMBED
5.5"
39
16.0"
12.3"
10.4"
7.8"
ALL- POINTS SOLID -SET
15.9"
45
14.2"
10.7"
9.0"
6.8"
LEAD SHIELD ANCHOR
*
55
11.7"
8.7"
7.4"
5.5"
Tcap (Ib) = 358
45
65
9.9"
7.4"
6.5"
4.9"
Vcap (Ib) = 249
10.3"
72
8.9"
6.7"
6.5"
4.9"
1/4" x 1 -1/4" EMBED
13.7"
39
11.2"
8.0"
7.1"
5.1"
ELCO PANELMATE
s /;
45
9.7"
6.9"
6.2"
4.4"
16.0"
*
55
7.9"
5.6"
5.0"
3.6"
Tcap (Ib) = 201.50
12.5"
65
6.7"
4.8"
4.4"
3.2"
Vcap (Ib) = 198.50
10.3"
72
_ 6.1"
4.3"
_ 4.4"
3.2"
HOLLOW CONC BLOCK
1/4" x 1 -1/4" EMBED
ELCO TAPCON
Tcap (Ib) = 218.00
Vcap (Ib) = 398.00
_ 39 .
45
55
65
72
16.0"
16.0"
11.0"
6.4"
5.0"
16.0"
16.0"
16.0"
14.6"
13.2"
7.5"
5.2"
3.4"
✓ jj
,
15.5"
13.4"
11.0"
9.7"
9.7"
1/4 "x7/8" EMBED
39
16.0"
16.0"
12.4"
16.0"
ALL - POINTS SOLID -SET
45
16.0"
16.0"
8.5"
16.0"
LEAD SHIELD ANCHOR
* 55
16.0"
16.0"
5.5"
16.0"
Tcap (Ib) = 358
65
10.5"
16.0"
4.4"
15.9"
Vcap (Ib) = 249
72
8.2"
16.0"
4.4"
15.9"
1/4" x 1 -1/4" EMBED
39
16.0"
16.0"
7.1"
14.5"
ELCO PANELMATE
45
16.0"
16.0"
4.8"
12.6"
16.0" 16.0"
* 55
10.3"
16.0"
3.2"
10.3"
Tcap (Ib) = 204.75
65
6.0"
13.7"
/ ,
9.1"
Vcap (Ib) = 233.50
72
4.7"
12.4"
s /;
9.1"
X 1
1 HOLLOW CONC BLOCK
/4" x 1 -1/4" EMBED
ELCO TAPCON
2.5" EDGE DIST.
39
49
58
12.5"
12.5"
12.5"
2.5" EDGE DISTANCE
SPANS UP TO
5.50 ft
SPANS UP TO
8.67 ft
IST
RU(
ANCHOR
LOAD
CONN TYPE
SPANS UP
TO 5.50 ft
SPANS UP
TO 8.67 ft
SPANS UP
TO 10.67 ft
IST
RUI
ANCHOR
C5 C6
LOAD
1/4" x 1 -3/4" EMBED
CONN TYPE
16.0" 16.0"
16.0" 16.0"
CONN TYPE
45
16.0" 16.0"
CONN TYPE
(MIN 3320 PSI CONC)
55
16.0" 16.0"
7.5" 16.0"
(psf)
C1
C2 C3
C4
C1
C2 C3
C4
C1
C2 C3
C4
CONCRETE
1/4" x 1 - 3/4" EMBED
ALL - POINTS SOLID -SET
39
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 11.9"
13.5"
ELCO TAPCON
Vcap (Ib) = 429
49
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 11.6"
13.3"
12.5"
16.0" 8.4"
10.7"
(MIN 3320 PSI CONC)
(MIN 3350 PSI CONC)
58
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 8.9"
11.1"
12.5"
16.0" 8.0"
10.3"
Tcap (Ib) = 483.00
12.5"
72
12.5"
16.0" 13.0"
14.3"
12.5"
16.0" 8.0"
10.3"
12.5"
16.0" 8.0"
10.3"
Vcap (Ib) = 475.00
Tcap (Ib) = 358
130
12.5"
16.0" 8.0"
10.3"
12.5"
16.0" 8.0"
10.3"
12.5"
16.0" 8.0"
10.3"
1/4 "x7 /8" EMBED
15.9"
39
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 15.2"
15.0"
12.5"
16.0" 10.6"
12.1"
ALL - POINTS SOLID -SET
5.9"
49
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 10.2"
11.8"
12.5"
16.0" 7.5"
9.5"
LEAD SHIELD ANCHOR
*
58
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 7.9"
9.9"
12.5"
16.0" 7.1"
9.2"
Tcap (Ib) = 428
12.5"
72
12.5"
16.0" 11.5"
12.7"
12.5"
16.0" 7.1"
9.2"
12.5"
16.0" 7.1"
9.2"
Vcap (Ib) = 429
130
12.5"
16.0" 7.1"
9.2"
12.5"
16.0" 7.1"
9.2"
12.5"
16.0" 7.1"
9.2"
1/4" x 2" EMBED
9.1"
39
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 13.3"
15.7"
12.5"
16.0" 9.2"
12.6"
ELCO PANELMATE
3.4"
49
12.5"
16.0" 16.0"
16.0"
12.5"
16.0" 8.9"
12.4"
12.5"
16.0" 6.5"
9.9"
(MIN 3350 PSI CONC)
*
58
12.5"
16.0" 14.9"
16.0"
12.5"
16.0" 6.9"
10.4"
12.5"
16.0" 6.2"
9.6"
Tcap (Ib) = 372.00
6.25"
72
12.5"
16.0" 10.0"
13.3"
12.5"
16.0" 6.2"
9.6"
12.5"
16.0" 6.2"
9.6"
Vcap (Ib) = 565.00.
3.8"
130
12.5"
16.0" 6.2"
9.6"
12.5"
16.0" 6.2"
9.6"
12.5"
16.0" 6.2 ".
9.6"
X 1
1 HOLLOW CONC BLOCK
/4" x 1 -1/4" EMBED
ELCO TAPCON
2.5" EDGE DIST.
39
49
58
12.5"
12.5"
12.5"
16.0"
16.0"
16.0"
SPANS UP TO
5.50 ft
SPANS UP TO
8.67 ft
IST
RU(
ANCHOR
LOAD
CONN TYPE
CONN TYPE
12.6"
10.0"
9.7"
5.4"
3.8"
3.6"
(psf)
C5 C6
C5 C6
CONCRETE
1/4" x 1 -3/4" EMBED
39
16.0" 16.0"
16.0" 16.0"
ELCO TAPCON
45
16.0" 16.0"
11.4" 16.0"
(MIN 3320 PSI CONC)
55
16.0" 16.0"
7.5" 16.0"
Tcap (Ib) = 483.00
65
14.2" 16.0"
6.0" 16.0"
Vcap (Ib) = 475.00
72
11.0" 16.0"
6.0" 16.0"
1/4"x7/8" EMBED
39
16.0" 16.0"
14.8" 16.0"
ALL - POINTS SOLID -SET
45
16.0" 16.0"
10.1" 16.0"
LEAD SHIELD ANCHOR
* 55
16.0" 16.0"
6.6" 16.0"
Tcap (Ib) = 428
65
12.6" 16.0"
5.3" 16.0"
Vcap (Ib) = 429
72
9.8" 16.0"
5.3" 16.0"
1/4" x 2" EMBED
39
16.0" 16.0"
12.9" 16.0"
ELCO PANELMATE
45
16.0" 16.0"
8.8" 16.0"
(MIN 3350 PSI CONC)
* 55
16.0" 16.0"
5.8" 16.0"
Tcap (Ib) = 372.00
65
11.0" 16.0"
4.6" 16.0"
Vcap (Ib) = 565.00 ..
72
.8.5" 16.0"
_ 4.6" 16.0"
X 1
1 HOLLOW CONC BLOCK
/4" x 1 -1/4" EMBED
ELCO TAPCON
39
49
58
12.5"
12.5"
12.5"
16.0"
16.0"
16.0"
16.0"
12.7"
8.7"
15.8"
12.5"
10.5"
12.5"
6.25"
6.25"
15.5 ".
12.3"
10.4"
7.8"
5.2"
4.0"
9.9"
7.7"
6.5"
12.5"
6.25"
6.25"
12.6"
10.0"
9.7"
5.4"
3.8"
3.6"
7.9"
6.2"
6.0"
Tcap (Ib) = 218.00
12.5"
72
12.5"
13.2"
5.9"
8.3"
6.25"
9.7"
3.6"
6.0"
6.25"
9.7"
3.6"
6.0"
Vcap (Ib) = 398.00
16.0"
130
6.25"
9.7"
3.6"
6.0"
6.25"
9.7"
3.6"
6.0"
6.25"
9.7"
3.6"
6.0"
1/4 "x7 /8" EMBED
6.6"
39
12.5"
16.0"
16.0"
16.0"
12.5"
16.0"
12.7"
10.3"
12.5"
16.0"
8.8"
8.3"
ALL - POINTS SOLID -SET
" "'/
49
12.5"
16.0"
16.0"
13.1"
12.5"
16.0"
8.5"
8.2"
12.5"
16.0"
6.2"
6.6"
LEAD SHIELD ANCHOR
*
58
12.5"
16.0"
14.3"
11.0"
12.5"
16.0"
6.6"
6.9"
12.5"
15.9"
• 5.9"
6.4"
Tcap (Ib) = 358
13.5"
72
12.5"
16.0"
9.6"
8.8"
12.5"
15.9"
5.9"
6.4"
12.5"
15.9"
5.9"
6.4"
Vcap (Ib) = 249
4.1" 3.1"
130
12.5"
15.9"
5.9"
6.4"
12.5"
15.9"
5.9"
6.4"
12.5"
15.9"
5.9"
6.4"
1/4" x 1 -1/4" EMBED
Tcap (Ib) = 234.00
39
12.5"
16.0"
16.0"
12.2"
12.5"
14.5"
7.3"
7.7"
6.25"
11.8"
5.1"
6.2"
ELCO PANELMATE
49
12.5"
16.0"
11.9"
9.7"
6.25"
11.6"
4.9"
6.0"
6.25"
9.4"
3.6"
4.9"
*
58
12.5"
15.4"
8.2"
8.1"
6.25"
9.8"
3.8"
5.1"
6.25"
9.1"
3.4"
4.7"
Tcap (Ib) = 204.75
12.5"
72
6.25"
12.4"
5.5"
6.5"
6.25"
9.1"
3.4"
4.7"
6.25"
9.1"
3.4"
4.7"
Vcap (Ib) = 233.50
16.0"
130
6.25"
9.1"
3.4"
4.7"
6.25"
9.1"
3.4"
4.7"
6.25"
9.1"
3.4"
4.7"
_�>s.NCNOt� SPACING SCNEDULE
ANCHOR NOTES:
ANC1 -10 SFDACING SCI-1EDULE
T4 (INSIDE MOUNT PANELS, WALL MOUNT)
0
O
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 - 1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE
16.0" 16.0"
16.0" 16.0"
16.0" 16.0"
10.6" 16.0"
8.2" 16.0"
16.0"
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
16.0"
15.7"
14.2"
16.0"
16.0"
11.7"
6.8"
5.3"
16.0"
16.0"
16.0"
15.5"
14.0"
DISTANCE
12.4"
8.5"
5.6"
4.4"
4.4"
16.0"
16.0"
16.0"
16.0"
16.0"
8.1"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
, 10.4"
8.0"
5.5"
3.6"
16.0"
14.2"
11.7"
10.3"
10.3"
ANCHOR
6. UJ IERE LAG 5C EW5 FASTEN TO NARROW FACE OF STUD FRAMING-. FASTENER SHALL BE LOCATED IN CENTER
OF NOMINAL 2' X 4' (MIN.) WOOD STUD (1/4' EDGE DISTANCE 15 ACCEPTASLE FOR WOOD FRAMING). WOOD STUD
SHALL SE 'SOUTHERN PINE' G=O.55 OR GREATER DENSITY. LAG SCREW SHALL HOVE PHILLIPS PAN HELD OR HEX
HE AC.
DESIGNATE5 REM0vABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS.
MACS -TINE SCREW'S SHALL -AVE MINIMUM OF r "2' ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE
EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK SOLT) U.N.O.
9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
10. la DESIGNATES ANCI =0R CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE.
ANCHOR SPACING SC+ - IEDULE
(INSIDE MOUNT PANELS, TRAP MOUNT)
1/4" x 1 -3/4" EMBED
ELCO TAPCON
(MIN 3320 PSI CONC)
Tcap (Ib) = 386.40
Vcap (Ib) = 380.00
39
45
55
65
72
16.0"
16.0"
15.2"
12.9"
11.6"
15.3"
13.2"
10.8"
9.2"
8.3"
2.0" EDGE DISTANCE
SPANS UP TO SPANS UP T
5.50ft 8.67 ft
LOAD CONN TYPE CONN TYPE
(psf) C7 C8 C7 C8
1/4 "x7/8" EMBED
ALL - POINTS SOLID -SET
LEAD SHIELD ANCHOR
Tcap (lb) = 428
Vcap (Ib) = 429
39
45
55
65
72
16.0"
16.0"
16.0"
14.4"
13.0"
16.0"
14.7"
12.0"
10.2"
9.2"
1/4" x 2" EMBED
ELCO PANELMATE
(MIN 3350 PSI CONC)
Tcap (Ib) = 297.60
Vcap (Ib) = 282.50
39
45
* 55
65
72
16.0"
14.1"
11.5"
9.7"
8.8"
11.6"
10.1"
8.2"
7.0"
6.3"
13.6"
11.8"
9.6"
8.5"
8.5"
9.7"
8.4"
6.9"
6.0"
6.0"
15.2"
13.2"
10.8"
9.5"
9.5"
10.8"
9.3"
7.6"
6.7"
6.7"
10.3"
8.9"
7.3"
6.4"
6.4"
7.4"
6.4"
5.2"
4.6"
4.6"
0
O
1/4" x 2" THREAD
PENETR. LAG SCREW
Tcap (Ib) = 359.53
Vcap (Ib) = 82.97,
39
45
55
65
72
#14 x 1 -1/2" THREAD
PENETR. WOOD SCREW
Tcap (Ib) = 234.00
Vcap (Ib) = 96.74
39
45
55
65
72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
6.5"
5.7"
4.6"
3.9"
3.5"
7.7"
6.6"
5.4"
4.6"
4.1"
6.2"
5.4"
4.4"
3.7"
3.3"
13.0"
11.2"
9.2"
7.8"
7.0"
9.2"
8.0"
6.5"
5.5"
5.0"
4.9"
4.2"
3.4"
3.0"
3.0"
3.9"
3.4"
8.2"
7.1"
5.8"
5.1"
5.1"
5.8"
5.1"
4.1"
3.7"
3.7"
Approved comp:Tins ti�i: , iC•
Florida Bri o 2E�c
Date 2
NCAfi � c o
Miami Dad a Pr dna Coatrcl i
Div�sl
By
FRANK L. BENNARDO. PE.
°E0046S49
d c
03
O
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3
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w
J
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0 .•4-.3 �
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J
w
J
W
W Z
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E
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REVISIONS
DESCRIPTION!
DATE
cows - cc' i ,TS 1 Vi /C3
SCALP: NTS. .
DRAWN 5Y: CL
CH =GK=D BY: FLB
Pr2IN r DAT =: 11 /I8 /E 2
DWG •: 02 -868 -III
St"IEE 1 :
4 OF 4
I. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STOW ,, PANEL
SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE 51-10I:11 IN MAX ALLOWABLE SPAN SCHEDULE (TLSLE 'T1').
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MGTERILL + ANCWOR TYPE. SELECT DESIGN
LOAD GREATER THAN C'R EQUAL TO NEG-ATiVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER' THAN OR
E0UAL TO SHUTTER 5P4N.
3. SELECT CONNECTION TYPE 5ASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SHEETS 7 + 3 FOR ID= NTIFICATION OF CONNECTION TYPE).
4 . ANCHOR5 5 SE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
S. WHERE EXISTING STRJCTURE 1S WOOD FRAMING. EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO Ac QJAT= WOOD FRAMING MEMBERS. NOT FLYWOOC. FASTENING TG PLYWOOD 15
ACCEPTASLE ONLY FOR SIDE CLOSURE PIECES.
CONCRETE
0.75" EDGE DISTANCE
000M
1/4" x 2" THREAD
39
12.5"
16.0"
16.0"
7.5"
12.5"
16.0"
12.8"
4.8"
12.5"
16.0"
8.9" 3.9"
PENETR. LAG SCREW
49
12.5"
16.0"
16.0"
6.0"
12.5"
16.0"
8.6"
3.8"
12.5"
16.0"
6.3" 3.1"
58
12.5"
16.0"
14.4"
5.1"
12.5"
16.0"
6.6"
3.2"
12.5"
16.0"
6.0" // ,';
Tcap (Ib) = 359.53
72
12.5"
16.0"
9.6"
4.1"
12.5"
16.0"
6.0"
" "'/
12.5"
16.0"
6.0"
Vcap (Ib) = 82.97
130
12.5"
16.0"
6.0"
/
7 / ,
12.5"
12
16.0"
6.0"
� %/.5"
%j /�ijF
12.5"
16.0"
6.0" ;' / ��
y %
#14 x 1 -1/2" THREAD
39
12.5"
16.0"
16.0"
7.7"
12.5"
16.0"
8.3"
4.8"
12.5"
13.5"
5.8" 3.9"
PENETR. WOOD SCREW
49
12.5"
16.0"
13.6"
6.1"
12.5"
13.2"
5.6"
3.8"
6.25"
10.7"
4.1" 3.1"
58
12.5"
16.0"
9.3"
5.1"
6.25"
11.2"
4.3"
3.2"
6.25"
10.4"
3.9" /'%
Tcap (Ib) = 234.00
72
12.5"
14.2"
6.3"
4.1"
6.25"
10.4"
3.9"
4//
6.25"
10.4"
3.9" y j
Vcap (Ib) = 96.74
130
6.25"
10.4"
3.9"
% / /�' /A
6.25"
10.4"
3.9"
%/A
6.25"
10.4"
3.9" j
7/16" x 5/8" EMBED
39
12.5"
16.0"
16.0"
13.0"
12.5"
16.0"
8.3"
8.1"
12.5"
13.4"
5.7" 6.6"
BRASS BUSHING &
49
12.5"
16.0"
13.5"
10.3"
12.5"
13.1"
5.5"
6.4"
6.25"
10.6"
4.0" 5.2"
1/4 -20 SCREW
*
58
12.5"
16.0"
9.2"
8.7"
6.25"
11.1"
4.3"
5.4"
6.25"
10.3"
3.8" 5.0"
Tcap (Ib) = 231.50
72
12.5"
14.0"
6.2"
6.9"
6.25"
10.3"
3.8"
5.0"
6.25"
10.3"
3.8" 5.0"
Vcap (Ib) = 232.50
130
6.25"
10.3"
3.8"
5.0"
_6.25"
10.3"
3.8"
5.0"
6.25"
10.3"
3.8" 5.0"
_�>s.NCNOt� SPACING SCNEDULE
ANCHOR NOTES:
ANC1 -10 SFDACING SCI-1EDULE
T4 (INSIDE MOUNT PANELS, WALL MOUNT)
0
O
39
PENETR. LAG SCREW 45
55
Tcap (Ib) = 359.53 65
Vcap (Ib) = 82.97 72
1/4" x 2" THREAD
#14 x 1 - 1/2" THREAD 39
PENETR. WOOD SCREW 45
55
Tcap (Ib) = 234.00 65
Vcap (Ib) = 96.74 72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE
16.0" 16.0"
16.0" 16.0"
16.0" 16.0"
10.6" 16.0"
8.2" 16.0"
16.0"
16.0"
11.8"
6.9"
5.3"
16.0"
16.0"
16.0"
15.7"
14.2"
16.0"
16.0"
11.7"
6.8"
5.3"
16.0"
16.0"
16.0"
15.5"
14.0"
DISTANCE
12.4"
8.5"
5.6"
4.4"
4.4"
16.0"
16.0"
16.0"
16.0"
16.0"
8.1"
5.5"
3.6"
16.0"
14.4"
11.8"
10.4"
, 10.4"
8.0"
5.5"
3.6"
16.0"
14.2"
11.7"
10.3"
10.3"
ANCHOR
6. UJ IERE LAG 5C EW5 FASTEN TO NARROW FACE OF STUD FRAMING-. FASTENER SHALL BE LOCATED IN CENTER
OF NOMINAL 2' X 4' (MIN.) WOOD STUD (1/4' EDGE DISTANCE 15 ACCEPTASLE FOR WOOD FRAMING). WOOD STUD
SHALL SE 'SOUTHERN PINE' G=O.55 OR GREATER DENSITY. LAG SCREW SHALL HOVE PHILLIPS PAN HELD OR HEX
HE AC.
DESIGNATE5 REM0vABLE ANCHORS. WHICH ARE REQUIRED FOR DIRECT MOUNT INSTALLATIONS.
MACS -TINE SCREW'S SHALL -AVE MINIMUM OF r "2' ENGAGEMENT OF THREADS IN EASE ANCHOR AND MAY HAVE
EITHER A PAN HEAD. TRUSS HEAD, OR WAFER HEAD (SIDEWALK SOLT) U.N.O.
9. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES STUCCO OR OTHER WALL FINISHES.
10. la DESIGNATES ANCI =0R CONDITIONS WHICH ARE NOT ACCEPTABLE FOR USE.
ANCHOR SPACING SC+ - IEDULE
(INSIDE MOUNT PANELS, TRAP MOUNT)
1/4" x 1 -3/4" EMBED
ELCO TAPCON
(MIN 3320 PSI CONC)
Tcap (Ib) = 386.40
Vcap (Ib) = 380.00
39
45
55
65
72
16.0"
16.0"
15.2"
12.9"
11.6"
15.3"
13.2"
10.8"
9.2"
8.3"
2.0" EDGE DISTANCE
SPANS UP TO SPANS UP T
5.50ft 8.67 ft
LOAD CONN TYPE CONN TYPE
(psf) C7 C8 C7 C8
1/4 "x7/8" EMBED
ALL - POINTS SOLID -SET
LEAD SHIELD ANCHOR
Tcap (lb) = 428
Vcap (Ib) = 429
39
45
55
65
72
16.0"
16.0"
16.0"
14.4"
13.0"
16.0"
14.7"
12.0"
10.2"
9.2"
1/4" x 2" EMBED
ELCO PANELMATE
(MIN 3350 PSI CONC)
Tcap (Ib) = 297.60
Vcap (Ib) = 282.50
39
45
* 55
65
72
16.0"
14.1"
11.5"
9.7"
8.8"
11.6"
10.1"
8.2"
7.0"
6.3"
13.6"
11.8"
9.6"
8.5"
8.5"
9.7"
8.4"
6.9"
6.0"
6.0"
15.2"
13.2"
10.8"
9.5"
9.5"
10.8"
9.3"
7.6"
6.7"
6.7"
10.3"
8.9"
7.3"
6.4"
6.4"
7.4"
6.4"
5.2"
4.6"
4.6"
0
O
1/4" x 2" THREAD
PENETR. LAG SCREW
Tcap (Ib) = 359.53
Vcap (Ib) = 82.97,
39
45
55
65
72
#14 x 1 -1/2" THREAD
PENETR. WOOD SCREW
Tcap (Ib) = 234.00
Vcap (Ib) = 96.74
39
45
55
65
72
7/16" x 5/8" EMBED
BRASS BUSHING &
1/4 -20 SCREW
Tcap (Ib) = 231.50
Vcap (Ib) = 232.50
39
45
* 55
65
72
0.75" EDGE DISTANCE
7.5"
6.5"
5.3"
4.5"
4.1"
6.5"
5.7"
4.6"
3.9"
3.5"
7.7"
6.6"
5.4"
4.6"
4.1"
6.2"
5.4"
4.4"
3.7"
3.3"
13.0"
11.2"
9.2"
7.8"
7.0"
9.2"
8.0"
6.5"
5.5"
5.0"
4.9"
4.2"
3.4"
3.0"
3.0"
3.9"
3.4"
8.2"
7.1"
5.8"
5.1"
5.1"
5.8"
5.1"
4.1"
3.7"
3.7"
Approved comp:Tins ti�i: , iC•
Florida Bri o 2E�c
Date 2
NCAfi � c o
Miami Dad a Pr dna Coatrcl i
Div�sl
By
FRANK L. BENNARDO. PE.
°E0046S49
d c
03
O
0
w
w
z
3
z
w
J
Z
0 .•4-.3 �
crl
_ LL
0
v In s 3
J
w
J
W
W Z
N
Z a
E
J
<f 0
~
J
�W
cv W
cv
cn
REVISIONS
DESCRIPTION!
DATE
cows - cc' i ,TS 1 Vi /C3
SCALP: NTS. .
DRAWN 5Y: CL
CH =GK=D BY: FLB
Pr2IN r DAT =: 11 /I8 /E 2
DWG •: 02 -868 -III
St"IEE 1 :
4 OF 4
I. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STOW ,, PANEL
SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE 51-10I:11 IN MAX ALLOWABLE SPAN SCHEDULE (TLSLE 'T1').
2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MGTERILL + ANCWOR TYPE. SELECT DESIGN
LOAD GREATER THAN C'R EQUAL TO NEG-ATiVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER' THAN OR
E0UAL TO SHUTTER 5P4N.
3. SELECT CONNECTION TYPE 5ASED ON APPROPRIATE MOUNTING CONDITION (SEE MOUNTING DETAILS ON
SHEETS 7 + 3 FOR ID= NTIFICATION OF CONNECTION TYPE).
4 . ANCHOR5 5 SE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS.
S. WHERE EXISTING STRJCTURE 1S WOOD FRAMING. EXISTING CONDITIONS MAY VARY. FIELD VERIFY THAT
FASTENERS ARE INTO Ac QJAT= WOOD FRAMING MEMBERS. NOT FLYWOOC. FASTENING TG PLYWOOD 15
ACCEPTASLE ONLY FOR SIDE CLOSURE PIECES.
CONCRETE
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
DSB- ANNEALED GLASS
3 /18 "- ANNEALED GLASS
3 /18 "- TEMPERED GLASS
WIDTH
HEIGHT
EXT. ( +)
1NT. (-)
EXT. (+)
1NT. (-)
EXT. < +)
1NT. (-)
19 -1/8'
26 -1/2'
37'
53 -1/8'
26'
(3)
60.7
210.0
60.0
210.0
60.0.
210.0
60.7
165.9
60.0
210.0
60.0
210.0
60.7
108.8
60.0
159.0
60.0
159.0
38.6
38.6
60.0
110.7
60.0
110.7
19 -1/8'
26 -1/2'
37'
53 -1/8'
38 -3/8'
(3)
60.7
127.6
60.0
208.4
60.0
208.4
60.7
90.2
60.0
150.4
60.0
150.4
60.7
61.5
60.0
107.7
60.0
107.7
-
-
60.0
75.0
60.0
75.0
19 -1/8'
26 -1/2'
37'
53 -1/8'
50 -5/8'.
<5)
60.7
96.4
60.0
197.9
60.0
210.0
60.7
73.6
60.0
132.5
60.0
190.0
51.3
51.3
60.0
90.6
60.0
124.9
-
-
60.0
63.7
60.0
75.1
19 -1/8'
26 -1/2'
37'
53 -1/8'
57'
<5)
60.7
83.8
60.0
171.7
60.0
210.0
60.7
66.7
60.0
114.1
60.0
168.7
-.
-
60.0
80.8
60.0
118.7
-
-
54.4
54.4
60.0
69.5
19 -1/8'
26 -1/2'
37'
53 -1/8'
63'
(5)
60.7
74.8
60.0
154.9
60.0.
210.0
60.7
63.2
60.0
101.6
60.0
152.7
-
-
60.0
74.2
60.0
109.3
-
-
50.0
50.0
60.0
65.4
19 -1/8'
26 -1/2'
37'
53 -1/8'
74 -1/4'
(5)
60.1
60.1
60.0
133.8
60.6 '
179.5
-
-
60.0
86.0
60.0
129.5
-
-
60.0
65.1
60.0
92.8
-
-
44.9
44.9
60.0
60.0
NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB
SERIES -580 ALUMINUM SINGLE HUNG WINDOW
COMPARATIVE ANALYSIS CHART
BASED ON F1L -1170 DATED 12 -18 -95
TEST SIZE = 37" X 50 -5/8" (1 OVER 1)
TEST LOADS = +105.0, -105.0 PSF
DESIGN LOADS - +70.0, -70.0 PSF
WATER INFILTRATION TEST = 9.1 PSF
TESTED GLASS - DSR - ANNFAI EQ
BASED ON FTL -1171 DATED 12 -18 -95
TEST SIZE = 53-1/8" X 74-3116' (1 OVER 1)
TEST LOADS = +90.0, -90.0 PSF
DESIGN LOADS = +60.0, -60.0 PSF
WATER INFILTRATION TEST = 9.0 PSF
TESTED GLASS = 3/16" ANNFAI EQ
IMPACT RESISTANT SHUTTERS
REQUIRED
NOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH VELOCITY HURRICANE
ZONE OF THE 2001 FLORIDA BUILDING CODE.
ALSO FOR WIND LOADS AS PER ASCE 7 USING CORRESPONDING LOADS.
2. WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. ANCHORS SHALL BE AS LISTED SPACED AS SHOWN ON DETAILS.
ANCHOR EMBEDMENT TO BASE 9 AIERlAL SHALL BE BEYOND WALL
DRESSING OR STUCCO.
w
z
WINDOW WIDTH
19" MAX.
HEAD & SILL
FOR EGRESS WINDOWS DETAILS AND CAPACITY SEE SHEET 4.
FOR COMPONENT SIZES SEE SHEET 3.
�qr, UR. HLU►ii DLTI ARF 000
STRUCTURES
FU,. PE / 1E557
Out_ 1
JANE ANCHORS
SEE HEIGHT COLUMN
AT LEFT
PRODUCT REVISED
as coa*fa$ wkb the Florida
B kLbsg Code
Acct act NoO1- 0507 .06
E ' Ir nc Da is .. . 007
By (1 / u_
M l u I ► . do P Cent
D i�•ni � n
0
0.
3
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I
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ttl
N
r
1
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C
drawing no.
W96 -38
(sheet TO( 4
• 2.234
I .834 .062
1.334
.946
.874
3.124
FRAME HEAQ
YE- 169
6063 -T5
062
. Jp
L 1.062
FIXED RAIL
YE ->52F
6063 -T5
f � .999 -•�
tV
1.187
1.625
062-
VENT TOP RAIL
YE -151C
6063 -T5
VENT BOTTOM RAIL
YE -166
6063 -T5
1.437
1.053
7
VENT SIDE RAIL
YE -90D
6063 -T5
.062
-y .937
L Ir— —�I+
_1.186 —i
1
FRAuF .IAI.AR
.062
EGRESS FRAME CORNER DETAIL
2.110
__J L.125 F- 1.068
EGRESS CHAIR EXTRUSION
YE -25
6063 -75
2.216
2.313
2.437
juLz
Fr:RFCR HFAf1 At SD
2.675
3/4' WEEP NOTCH
AT EACH END OF
SCREEN RETAINING CUP
2.437
0
1.127 —1
.062
croccc .IAUa
S.H. FRAME CORNER DETAIL
S.H. VENT CORNER DETAIL
' I •
PRODUCT REVLSED
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w
w
"Lo
a
3
c
c
.
v
c
0
u
V
a
1
x
1 •
1
drawing no. '
WQR —IR
ITEM /
PART /
REQD.
DESCRIPTION
REMARKS
1
YE-169
1
FRAME HEAD
6063-T5
2
YE-167
1
FRAME SILL
6063 -T5
3
YE -102F
2
FRAME JAMB
6063 -T5
4
YE -152F
1
FIXED RAIL
6063 -T5
5
YE -151C
1
VENT TOP RAIL
6063 -T5
6
YE -166_
1
VENT BOTTOM RAIL
6063 -T5
7
YE -92D
2
VENT JAMB
6063 -T3
8
2.75"
AS READ.
GLAZING BEAD
ROLL FORMED ALUM.
9
3.00"
3.00"
10
2.75"
2/ VENT
BLOCK 6 TACKLE BALANCE
45
11
YH -511
AS READ.
BULB VINYL
PVC (SINGLE)
12
YH -510
AS READ.
BULB VINYL
PVC (SINGLE)
13
YH -509F
AS REGD.
PILE - SCHLEGEL .187 X .250
FIN SEAL (DOUBLE)
14
YH -504
2
VENT LATCH
NYLON OR CELCON
14A
YH -515
1
CAM LOCK 2 CENTER OF VENT
ZAMAK
15
it 10 X 3/4'
8
FRAME ASSEMBLY SCREVS
PLATED CRS.
16
it 8 X 3/4'
2
FIXED RAIL SCREVS
CAD PLATED CRS.
17
M 8 X 1'
4/ VENT
VENT ASSEMBLY SCREVS
CAD PLATED CRS.
Positive
Load (psf)
Span
Less
Than:
Separation
(inches)
at <= 30'
Separation
(inches)
at > 30'
6' - 0"
2.75"
1.22"
30
8' - 8"
2.75"
1.94"
10' - 5"
3.00"
3.00"
6' - 0"
2.75"
1.25"
35
8' - 8"
2.75"
2.10"
10' - 0 "'
3.00"
3.00"
6' - 0"
2.75"
1.29"
40
8' - 8"
2.75"
2.26"
9' - 8"
3.00"
3.00"
6' - 0"
2.75"
1.32"
45
8' - 8"
2.75" -
2.41"
9' - 4"
2.92"
2.92"
- 50
6' - 0"
2.75" -
1.36"
•
8' - 10"
2.75"
2.73"
60
6' - 0"
2.75"
1.43"
8' - 1"
2.75"
2.44"
70
6 ' - 0"
2.75"
1.51"
7' - 6"
__ 2.75
2.24
W d)
w
EXISTING
GLAZING
EMBED
FRAMING (SEE
ANCHOR
SCHEDULE 73
I✓ASED ON TYPE
O ST RUCTURE)
ANCHORS TC BE AT 125' TION .
(REFERENCE o C DUL
ANCHOR SCHEDULE T3
FORM
AX SPACING). USE REMOVABLE
ANCHORS ONLY
EXISTING
GLAZING
' SEPARATION
FRO*, GLA55
(REF TABLE T7)
C3 CONNECTION TYPE
REFEINCE ANCHOR
SCHEDULE 73 FOR MAX.
S PACING SHORT LEG- MAY BE
REVERSED TOWARDS
THE OPENING
0500 EO EO
Id TEK SCREW OR
'4 -20 MACHINE
SCT U) • NUT i w'
O.C. (TYP ALL 51M.
CONNECTIONS
REQ'D SEPARATION
FROM GL
(REF. TABLE T2)
BUILD -OUT MOUNT SECTION
N.T.S.
EXISTING CONCRETE HOLLOW
5 LE OR D WOOD FRAMING.
ON TAP SCHED. BASED
E OF STIRICTUR.
EXISTING,
CONCRETE /' I �1
HOLLOW BLOCK � � I '..' 2 0 x 3, 2• $ CHI N_
MA
OR WOOD ! BED. SCREWS 5 12.5' C.C. =
-( C7 CONNE ^ION TYP-
/ _vL_L___ RE. ERENCE
OF STRJCTURE -"- SCHEDULE 73 FOR
F' TR ACK/DIRECT M
CUNT SECTION
MAX SPACING
NT$
0.25'
C2 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE T3 FOR
MAX. SPACING
STUD ANGLE
DIRECTION MAY
BE REVERSED.
AS SHOWN
C2 CONNECTION TYPE
REFERENCE ANCHOR
SCHEDULE 73 FOR
MAX. SPACING
OPTIONAL E3UILDOUT
MOUNTING CONFIGURATIONS
(AT HEADER -OR SILL)
EXISTING
GLAZING
EMBED
I 1 < -20x =4.
I MACHINE SCREWS
e 12.5• C.C.
LEG DIR.
MAY BE
REVER
414
CUNT
REO•D GLA55
5EPAR DIST.
( SEE TABLE
T2 FOR MWI
0
SEC
0t,
w 0
EXISTING
GLAZING
N
w
EMBED.
WALL
N,TS,
EXISTING- CONCRETE. HOLLOW
OR WO O q D . SEE ANCHOR
OR ON TYPE OF STRUCTU -.
REQD SEPARATION
FROM GLASS I
(REF. TABLE T2) I_
025'
MAX.
CEIL INC-./FLOOR MOUNT SECTION
EXISTING CONC HOLLOW
BLOCK OR WOOD FRAMING.
SEE ANCHOR SG••IED. BASED
ON TYPE OF STRICTURE.
S3 CONNECTION TYPE
REFEINCE ANCHOR
SCHEDULE T3 FOR
MAX. SPACING
0.500•
I
}
0 .25e'
[ 025'
RE CON _C
REFERENCE ANCHOR
SCHEDULE T. FOR MAX.
SPACING
REFCEDULE RENCET'� TYp
SCH T i aN F COR
SPACING OR � -I MAX.
v
0
a 11
pc-)
8 °* t-►
O O !
4;; ;z 2: r s' 1
MAXIMUM ALLOUJABLE
SPAN SCHEDULE
Load
11V (psf)
25
30
35
39
40
45
49
50
55
58
60
65
70
72
75
80
90
100
110
120
130
No Stitch
Bolts
LMAX (ft)
10' - 7"
10'. 5"
10' - 0"
9 ' - 9 "
9' - 8"
9' - 4"
8' - 11"
8' - 10"
8' - 5"
8' - 2"
8'- 1"
7 ' - 9„
7' - 6,.
7' - 4"
7' -2"
6' - 9"
6' - 0"
5' - 4"
4. - 10"
4' -
4' - 1"
Stitch Bolts
At Midspan
LMAX (ft)
10' -7"
10' - 5"
10' - 0"
9' - 9"
9' - 8"
9' - 5"
9' - 3"
9' - 2"
8' - 11"
8' - 10"
8' - 9"
8' - 3"
7' - 8"
7' 6"
7'- 2"
6' - 9"
6' - 0"
5' - 4"
4' - 10"
4' - 6"
4' 1"
SPAN SC- -IEDULE NOTES:
SS. '' SPAN SCHEDULE WITH NEGATIVE DESIGN
REFE RENCE •aNC::'NE S W/ OAD TO DETE SINE MA SCHED
SPACINU[,LE T3 FOR --LOAD rTA WIA L SITAIN. XIMUM
ACCEPTABLE FOR USE
NEGATIVE LOADS LESS THAN OR EQUAL TC
DESIGN LOADS.
2. INTERPOLATION BETWEEN LOADS 15
ACCEPTABLE, OTHERWISE USE NEXT HIGHER LOAD.
EXISTING WOOD TRUSSES
0 24' O.C. M.X
EXISTING
GL AZ ING
REQ•D SEPARATION
FROM GLASS
(REF. TABLE T2)
TRU55 MOUNT SECTION
N.TS.
EXISTING CONCRETE. HOLLOW
BLOCK OR WOOD FRAMING
SEE ANCHOR SCHED. BASED
ON TYPE OF STRUCTURE.
0.25'
MAX
EXISTING
GL AZING
OFFSET WALL MC'NT SECTION
MINIMUM SEPARATION
T2 FPOM GLASS SCHEDULE
TABLE T2 NOT
I. ENTER SPAN SCHEDULE WITH POSITIVE DESIGN
LOAD TO DETERMINE MINIMUM ALLOWABLE STORM
PANEL SEPARATION FROM GLASS OR DOOR TO BE
PROTECTED. SCHEDULE I5 REQUIRED FOR USE WITH
POSITIVE LOADS ONLY.
2. INTERPOLATION BETWEEN LOADS 15
ACCEPTABLE. OTHERWISE USE NEXT I- IIGHER LOAD.
EXTERIOR
WALL FINISH
M
STEEL TUBE TO BOTTO TRUSS
CHGRD5 1:// (3) ,, ,•x7' EMBED
G-
LA SCREWS s EACH 7X;:
(2d' C.C. MAx)
4 X xO. 415' MIN STEEL TUBE
'U• HEADER TO ROLLED STEEL TUBE W/ CENTER
LAG (45 DESCRIBED ABOvE) o TRU55E5 • '1e
!i.5 TO PLATE B 6 OC. B TRUSSES
Lmax _ $'_0• (MAX SPAN)
MAX DESIGN LOAD = :60 psi'
/ -ALUM OR GALV STEEL SPACER,
AS RECD.
EXTERIOR WALL FIN15=
PROTRUDING FR
MouNTIN suR AcE
GI CONNECT'ON TYPE
ANCHORS TO BE AT 125• OR
('25' O.C. (REFERENCE
ANCHOR SCHEDULE T3 FOR
MAX. SPACING). USE
REMOVABLE ANCHORS ONLY
3/16' TAPCONS
2 6' FROM CORNERS
6 19' O.C. MAX.
S
,4' MAX.
SHIMS
. GLASS OR
1>NN. GLASS OR
TEMP. GLASS
RT
NAL LATCH
w CAN BE SUPPUED WITH
ATCH AT MTG. RAILS OR
G LOADED LATCH AT SILL
1.
3/16' X 2 -1 /4' TAPCONS
2 6' FROM CORNERS
6 24' O.C. MAX.
X
J
2
O N
1 BY OR 2 BY
w00D BUCK
1 BY OR 2 BY
WOOD BUCK
'N000 BUCKS NOT BY YALE, MUST SUSTAIN LOADS
IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE. ,
GLAZING METHOD:
EXTERIOR GLAZED WITH ROLL FORMED ALUM GLAZING BEAD.
USE ADHESIVE BEDDING COMPOUND SCHNEE MOREHEAD 5555
OR EQUIV.. COLOR TO MATCH GLASS & METAL FINISH
SEALANT:
ALL LOWER FRAME AND VENT CORNERS, AND HEADS OF INSTALLATION
SCREWS AT SILL TO BE SEALED WITH ALUMINUM COLORED SEALANT,
SCHNEE MOREHEAD 5504 OR EQUIV.
PADS:
ONE 1/4" X .3/4" ADHESIVE CLOSED CELL FOAM PAD AT
EACH ENO OF FIXED MTG. RAIL.
TYPICAL ANCHORS:
A) INTO 2 BY W000 BUCKS
1 -3/8" MIN. PENETRATION INTO WOOD
B) THRU 1 BY WOOD BUCKS INTO MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
- --
1.750
•
L625
VINDOV VIDTH
r "
�11 tMEPA NtlMltRto
DSB -ANN. GLASS OR
3/16'- ANN. GLASS OR_
3/16'- TEMP. GLASS
I SEE CHART
..ann ttustnuuteAttmE Iormweiwaiswom
1.
1/4' SHIM
MAX.
r. OR. HLJIA ,YOUN rAROOQ
STRUCTURES
FLA. 'PE 1 16557
WOOD BUCKS NOT BY YALE OGRON
- MUST SUSTAIN IMPOSED LOADS
4. 3/16' TAPCONS
-.SEE COMPARATIVE ANALYSIS CHART
FOR SPACING
•
4
a.
PRODUCT REVS
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drawing n
W96---381
•
a
. e;
1/8" X 1" WEEP SLOT
5 -1/4" FROM EACH END
TYPICAL ANCHORS
e' — SEE ELEV. FOR SPACING
1 . "• '
1
4
OPEN CELL FOAM PAD
AT EACH WEEP SLOT
O
GLAZING SEALANTS
AND PADS SEE 5HT. 2
f% /4" MAX.
�•� SHIMS
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
— Th
1
VEEP SLOTS
r ��
—
or
1 BY OR 2 BY
W000 BuCK
37" 61AX.
WINDOW WIDTH
14 -1/2" MAX.
HEAD do SILL
EGRESS FRAMING DETAIL FOR
SERIES -580 SINGLE HUNG WINDOW
SIZE OF SUB-FRAME = 37" X 50 -5/8"
SIZE OF S.H. FRAME = 35 -1/4" X 48 -7/16"
1 BY OR 2 BY _
W000 BUCK
• EXTRA ANCHOR
FOR 75 PSF RATING ONLY
ZINC DIE CAST
3 PT. LOCK BAR SYSTEM
ROTO HARDWARE
MIKNON 1100
W/ PLASTIC KEEPERS
FOR SINGLE HUNG DETAILS AND CAPACITY SEE SHEETS 1 do 2.
FOR COMPONENT SIZES SEE SHEET 3.
VINDOV VIDTH
TYPICAL ANCHORS:
A. IF INTO 2" BY W000 BUCKS
3/16" DIA. TAPCONS WITH 1-3/8" MIN. PENETRATION INTO WOOD
B. IF INTO 1" BY WOOD _BUCKS OR INTO MASONRY
3/16" DIA. TAPCONS WITH 1-1/4" MIN. EMBED INTO MASONRY
1/4' SHIM
MAX.
CT
Enyr. OFt. H:JMAYOUN. F
STRIIC ORES
F1.►. PE 1 16557
WOOD BUCKS NOT BY YALE OGRON
MUST SUSTAIN IMPOSED LOADS
• TYPICAL ANCHORS
SEE ELEV. FOR SPACING
•
PRODUCT REVISED
as coeuptybeg w the Florida
Beldiag Code
Acceptance No OZ US07.0 6'
tloo Dale AI •. w 007
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drawing no.
W96T38
(sheet 4 of 4
ry i
pkRT g
'
N
1
YE-172
HEAD 6 SILL
�o
2
YE -25
EGRESS CHAIR EXTRUSION
\DSB ANN. GLASS
3 •1\ ANN. GLASS
3
YH -570
\ /i
\
• �r
STAINLESS STEEL
4
YE -8
/
///L.1,
/
/
6063 -T5
5
YE -169
S.H. VINDOV HEADER
6063 -T5
6
YF -23
SCREV
010 -24 X 5/8' MS PH
7
YH -570
•
a
. e;
1/8" X 1" WEEP SLOT
5 -1/4" FROM EACH END
TYPICAL ANCHORS
e' — SEE ELEV. FOR SPACING
1 . "• '
1
4
OPEN CELL FOAM PAD
AT EACH WEEP SLOT
O
GLAZING SEALANTS
AND PADS SEE 5HT. 2
f% /4" MAX.
�•� SHIMS
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
— Th
1
VEEP SLOTS
r ��
—
or
1 BY OR 2 BY
W000 BuCK
37" 61AX.
WINDOW WIDTH
14 -1/2" MAX.
HEAD do SILL
EGRESS FRAMING DETAIL FOR
SERIES -580 SINGLE HUNG WINDOW
SIZE OF SUB-FRAME = 37" X 50 -5/8"
SIZE OF S.H. FRAME = 35 -1/4" X 48 -7/16"
1 BY OR 2 BY _
W000 BUCK
• EXTRA ANCHOR
FOR 75 PSF RATING ONLY
ZINC DIE CAST
3 PT. LOCK BAR SYSTEM
ROTO HARDWARE
MIKNON 1100
W/ PLASTIC KEEPERS
FOR SINGLE HUNG DETAILS AND CAPACITY SEE SHEETS 1 do 2.
FOR COMPONENT SIZES SEE SHEET 3.
VINDOV VIDTH
TYPICAL ANCHORS:
A. IF INTO 2" BY W000 BUCKS
3/16" DIA. TAPCONS WITH 1-3/8" MIN. PENETRATION INTO WOOD
B. IF INTO 1" BY WOOD _BUCKS OR INTO MASONRY
3/16" DIA. TAPCONS WITH 1-1/4" MIN. EMBED INTO MASONRY
1/4' SHIM
MAX.
CT
Enyr. OFt. H:JMAYOUN. F
STRIIC ORES
F1.►. PE 1 16557
WOOD BUCKS NOT BY YALE OGRON
MUST SUSTAIN IMPOSED LOADS
• TYPICAL ANCHORS
SEE ELEV. FOR SPACING
•
PRODUCT REVISED
as coeuptybeg w the Florida
Beldiag Code
Acceptance No OZ US07.0 6'
tloo Dale AI •. w 007
�' L/ �.. . •,
Mlaa Prod Cc C
d"
zw
O °
F'+ U
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8
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drawing no.
W96T38
(sheet 4 of 4
ry i
pkRT g
DESCRIPTION
REMARKS
1
YE-172
HEAD 6 SILL
6063 -T5
2
YE -25
EGRESS CHAIR EXTRUSION
6063 -T5
3
YH -570
4 BAR HINGE
STAINLESS STEEL
4
YE -8
SPACER
6063 -T5
5
YE -169
S.H. VINDOV HEADER
6063 -T5
6
YF -23
SCREV
010 -24 X 5/8' MS PH
7
YH -570
VEATHERSTRIPPING
SANTOPRENE
8
YF -25A
CHAIR SUPPORT SCREV
0 8 X 1/2' TEKS PH
9
YH -934
LOCK BAR
ROTO HARDVARE
10
YH -940
LOCK BAR GUIDE
ROTO HARDVARE
11
YH -942
3 POINT LOCK BAR OPERATOR
ROTO HARDWARE
12
YH -944
PLASTIC STRIKER
ROTO HARDWARE
13
YE -171
EGRESS JAMB
6063 -T5
14
YH -571
FOAM TAPE BLACK V -786
NORTON 3/8' X .188
15
YF -1
0 10 X 3/4' SMS (AS R£OD.)
CAD PLATED STEEL
DESIGN LOAD RATING FOR THIS SIZE OR SMALLER
ANCHORS /JAMB
DSB -ANN. GLASS
3/16" -ANN. GLASS
EXT. ( +)
INT. ( -)
EXT. (4-)
INT. ( -)
4
57.0
57.0
65.0
65.0
5 x
57.0
57.0
65.0
75.0
•
a
. e;
1/8" X 1" WEEP SLOT
5 -1/4" FROM EACH END
TYPICAL ANCHORS
e' — SEE ELEV. FOR SPACING
1 . "• '
1
4
OPEN CELL FOAM PAD
AT EACH WEEP SLOT
O
GLAZING SEALANTS
AND PADS SEE 5HT. 2
f% /4" MAX.
�•� SHIMS
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
— Th
1
VEEP SLOTS
r ��
—
or
1 BY OR 2 BY
W000 BuCK
37" 61AX.
WINDOW WIDTH
14 -1/2" MAX.
HEAD do SILL
EGRESS FRAMING DETAIL FOR
SERIES -580 SINGLE HUNG WINDOW
SIZE OF SUB-FRAME = 37" X 50 -5/8"
SIZE OF S.H. FRAME = 35 -1/4" X 48 -7/16"
1 BY OR 2 BY _
W000 BUCK
• EXTRA ANCHOR
FOR 75 PSF RATING ONLY
ZINC DIE CAST
3 PT. LOCK BAR SYSTEM
ROTO HARDWARE
MIKNON 1100
W/ PLASTIC KEEPERS
FOR SINGLE HUNG DETAILS AND CAPACITY SEE SHEETS 1 do 2.
FOR COMPONENT SIZES SEE SHEET 3.
VINDOV VIDTH
TYPICAL ANCHORS:
A. IF INTO 2" BY W000 BUCKS
3/16" DIA. TAPCONS WITH 1-3/8" MIN. PENETRATION INTO WOOD
B. IF INTO 1" BY WOOD _BUCKS OR INTO MASONRY
3/16" DIA. TAPCONS WITH 1-1/4" MIN. EMBED INTO MASONRY
1/4' SHIM
MAX.
CT
Enyr. OFt. H:JMAYOUN. F
STRIIC ORES
F1.►. PE 1 16557
WOOD BUCKS NOT BY YALE OGRON
MUST SUSTAIN IMPOSED LOADS
• TYPICAL ANCHORS
SEE ELEV. FOR SPACING
•
PRODUCT REVISED
as coeuptybeg w the Florida
Beldiag Code
Acceptance No OZ US07.0 6'
tloo Dale AI •. w 007
�' L/ �.. . •,
Mlaa Prod Cc C
d"
zw
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drawing no.
W96T38
(sheet 4 of 4
Miami Shores Village
10050 NE 2nd Avenue
Printed: 10/31/2003
Applicant: JUDITH
Owner: ARMSTRONG
JOB ADDRESS: 29
Contractor
Local Phone:
Parcel # 1132060131650
NE 102
Signed: (INSPECTOR)
Building Permit
Phone: 305 - 795 -2204 Permit .Number: BP2003 -1717
ARMSTRONG
JUDITH
ST
Page 1 of 1
Contractor's Address:
Legal Description: MIAMI SHORES SEC 1 AMD PB 10 - 70 LOT 15 & LOT 16 BLK 12 LOT SIZE
Total Fees: $266.A � ,,-Z5 0
Total Receipts: .00
210. 3.3 -zZ-
Fees: Description Amount
FEE2003 -6764 Building Fee $245.00
FEE2003 -6765 CCF $5.40
FEE2003 -6766 Notary Fee $5.00
FEE2003 -6767 Scanning Fee $3.00
FEE2003 -6768 Training and Education Fee $1.80
FEE2003 -6769 Technology Fee $6.13
Total Fees: $266.33
Permit Status: APPROVED Permit Expiration: 4/26/2004 Construction Value: $9,000.00
Work: REPLACE WINDOWS AND INSTLAL STORM SHUTTERS OCT 31 PAID
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 responisibility for all work
done by either myself, my agent, servants or employes.
Signed: (Contractor or Builder) BY: