WS-15-588Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-230509 Permit Number: WS -3-15-588
Scheduled Inspection Date: June 05, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez, Jorge Inspection Type: Final
Owner: BELLO, JUAN Work Classification: Window/Door Replacement
Job Address: 9020 NE 8 Avenue 21
Miami Shores, FL Phone Number (305)512-0221
Parcel Number 1132060420290
Project: <NONE>
Contractor: THE HOME DEPOT AT HOME SERVICES Phone: 954-979-2137
Building Department Comments
REPLACING 1 WINDOW AND 1 DOOR WITH IMPACT
INSPECTOR COMMENTS False
June 05, 2015 For Inspections please call: (305)762-4949 Page 4 of 27
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
June 05, 2015 For Inspections please call: (305)762-4949 Page 4 of 27
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Parcel Number Applicant
9020 NE 8 Avenue Number: 21 1132060420290
Miami Shores, FL Block: Lot: JUAN BELLO
Owner Information Address Phone Cell
JUAN BELLO 9020 NE 8 Avenue (305)512-0221
MIAMI SHORES FL 33138-
9020 NE 8 Avenue
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone
THE HOME DEPOT AT HOME SERVIC 954-979-2137
,e of Work: REPLACING 1 WINDOW AND 1 DOOR WITH
of Openings: 2
iitional Info:
ssification: Residential
innina: 3
Fees Due
Amount
CCF
$6.00
DBPR Fee
$2.00
DCA Fee
$2.00
Education Surcharge
$2.00
Permit Fee
$120.00
Scanning Fee
$9.00
Technology Fee
$8.00
Total:
$149.00
Valuation: $ 9,314.00
Total Sq Feet: 00
Pay Date Pay Type Amt Paid Amt Due
Invoice # WS -3-15-54829
04/06/2015 Check #: 10987 $ 99.00 $ 50.00
03/17/2015 Check #: 10949 $ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Window Door Attachment
Final
Review Building
El -
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.
OWNER DAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction nig. Futhermore, I authorize the above-named contractor to do the work stated.
106, 2015
AuthorMgnature:Owner / Applicant / Contractor / Agent
Building Department Copy
April 06, 2015 1
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: 9020 NE 8TH AVE 21
Y{ ° T
MAR 17 2015
FBC 20 0
Permit NoU)S 1.r' IZE
Master Permit No.
ROOFING
City: Miami Shores County: Miami Dade Zip: 33138
Folio/Parcel#: 11-3206-042-0290
Is the Building Historically Designated: Yes
NO Flood Zone:
OWNER: Name (Fee Simple Titleholder): JUAN BELLO Phone#: 305-512-0221
AM, - 9020 NE 8TH AVE 21
City: MIAMI SHORES State: FL
Tenant/Lessee Name: N/A
Email:
33138
CONTRACTOR: Company Name: THE HOME DEPOT AT HOME SERVICES Phone#: 954-336-0881
Address: 2690 CUMBERLAND PKWY 300
City: ATLANTA State: GA zip: 30339
Qualifier Name: EDWARD GUILLORY Phone#: 954-336-0881
State Certification or Registration #: CGC1507093 Certificate of Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ 9314 Square/Linear Footage of Work: 69
Type of Work: ❑Addition alteration ❑New ❑Repair/Replace ❑Demolition
Description of Work:
WINDOW REPLACEMEMNT 1 IMPACT / DOOR REPLACEMENT 1 IMPACT
Color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Radon Fee $
DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $ •e
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
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
inspection will not be aproved and a reinspection fee will be charged.
Signature Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this
day of 91►10dVA4r, 20 LS- , by -747-J Sc,c�o
who is personally known to me or who has produced -JO e.
NOTARY
Sign:
Print:
My Commission F
APPROVED BY
As identification and who did take an oath.
The foregoing instrument was acknowledged before me this
day of Akc-ml 201 T-, by 42N IL97 ,
who i rsonally kno me or who has produced
Plans Examiner
Structural Review
(Revised 3/12/2012)(Revised 07/10/07)(Revised 06/10/2009)(Revised 3/15/09)
NOTARY
Sign:
Print: f '
My Commission Expir s:
and who did take an oath.
Zoning
Clerk
JOB# 8077552
THE HOME DEPOT -AT HOME SERVICES
WINDOW AND DOOR INFORMATION SHEET
Name Bello
Opening
Location
No
Location
Comer
Zone
or
PRODUCT
ACCEPTANCE
NUMBER
Style
APPROVAL
APPROVED
PRESSURE
REQUIRED OPENING
DESIGN PRESSURE
Window Opening
Dimension
MULTIPLE
WINDOW
MULLION
REQ.
ARE
SHUTTERS
REQUIRED
(+) PSF (-) PSF
(+) PSF (-) PSF
Wdth IN Height IN
1
4
11-1114.06
SGW
60.00 70.00
49.20 53.40
1
73 51
N/A
NO
2
4
12-0516.02
GD 1
75.00 75.00 1
49.20 53.40
30 80
N/A
NO
.
SGW= SLIDER GLASS WINDOW / SH= SINGLE HUNG / DH= DOUBLE HUNG / GD= GARDEN DOUBLE SWING DOOR / PD=
PATIO SLIDER DOOR / CASE= CASEMENT / PICT= PICTURE WINDOW / ED= ENTRY DOOR / AWN=AWNING
.. ...
. .
.
.
. • •
BLDG DEPT
t
SUBJECT CO CGN1PUANCE WITH ALL FEDERAL
STATE AN,) C( 1-Wi f rIULES AND REGULATIONS
.. ...
..
.
.
. ..
. ...
.
...
.
.
.. . .
.
.
.
.
. .
... .
...
.
...
.
1 OF 1
MAR 17 2015
MiamiShe—res- Village
APPROVED
E31f ;'_
DATE
ZONING DEPT
BLDG DEPT
t
SUBJECT CO CGN1PUANCE WITH ALL FEDERAL
STATE AN,) C( 1-Wi f rIULES AND REGULATIONS
MRH 32'
WINDOW/ SHUTTER DIAGRAM SHEET
JUAN BELLO
9020 NE 8AVE APT 21
MIAMI FL 33138
WIDTH 8G
2 1
.. ... . . .so . . ..
.. . . . . ... .
.. ... .. 0.0. . ..
. ... . ... . .
. . . .
00
.
. . ..
... .. .. . ... .
. . . . . . . . . .
.. .. •.• .:. .• •:
1 OF 1
FLORIDA BUILDING CODE 2010 - ASCE/SEI 7-10 - WIND LOAD TABLES -170,175 mph - Enclosed
Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D - LOAD FACTOR: 0.6 INCLUDED
WIND PRESSURES IN PSF
170 MPH VELOCITY - EXPOSURE C
Building
Height
Roof Slope less than
10 degrees
Roof Slope greater
than 10 degrees
Positivel
Positive Negative
Positive
Negative
z4 & z5
z4 & z5 z4 z5
z4 & z5
z4 z5
0-15
34.6 37.5 46.1
37.8
41.0 50.6
16-20
36.8 39.8 49.0
40.2
43.6 53.8
21-30
40.0 43.4 53.4
43.7
47.4 58.6
31-40
42.5 46.1 56.7
46.5
50.4 62.2
41-50
44.6 48.3 59.4
48.7
52.8 1 65.2
51-60
46.3 50.2 61.8
1 50.6
54.9 1 67.8
LOCATION
EXAMPLE
BROWARD COUNTY, PALM BEACH AND
OTHER COUNTIES
WIND PRESSURES IN PSF
175 MPH VELOCITY - EXPOSURE C
Building Roof Slope less than
Height 10 degrees
Roof Slope greater
than 10 degrees
Positivel
Negative
Positive Negative
z4 & z5
z4 z5
z4 & z5 z4 z5
0,f5
36.7
39.7 48.9
40JI 4 .4 53.6
16-20
39.0
42.2 51.9
42.6 46.2 57.0
21-30
1 42.4
46.0 56.6
46.3 1 50.2 62.1
31-40
45.1
48.8 60.1
49.2 53.4 65.9
41-50
47.2
51.2 63.0
51.6 56.0 69.1
51-60
49.1
53.2 65.4
53.6 58.2 71.8
LOCATION
EXAMPLE
BROWARD COUNTY, PALM BEACH AND
OTHER COUNTIES
MIAMI-DADE COUNTY
WIND PRESSURES IN PSF
170 MPH VELOCITY - EXPOSURE D
Building Roof Slope less than
Height 10 degrees
Roof Slope greater
than 10 degrees
Positivel Negative
Positive
Negative
z4 & z5 z4 z5
z4 & z5
z4 z5
0-15
42.0 45.5 56.0
45.9
49.8 61.4
16-20
44.2 47.8 58.9
48.2
52.3 64.6
21-30
47.4 51.3 63.1
51.7
56.1 69.3
31-40
49.8 54.0 66.4
54.4
59.0 72.8
41-50
51.856.1 1 69.0
56.6
61.3 75.7
51-60
53.4 1 57.8 1 71.2
58.4 1
63.3 78.2
LOCATION
EXAMPLE
BROWARD COUNTY, PALM BEACH AND
OTHER COUNTIES
GENERAL NOTES:
1- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS AND CLADDING (HURRICANE SHUTTERS. WINDOWS AND
DOORS) APPLICABLE TO A SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH THE EXISTING
CONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES.
2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANA11YZED OR CERTIFIED BY THIS ENGINEER. THE SIGNATURE AND SEAL INDICATED
ON THIS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION.
3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BY THE TABLES OR A SITE SPECIFIC EVALUATION IS REQUIRED BY THE CITY
OFFICIALS.
4- EXPOSURE B (Section 26.7.3) - Urban, suburban and wooded areas and other terrain with numerous closely spaced obstruction having the size of single family
dwellings. For building - 30ft exposure B prevails in the upwind direction for a distance greater than 1500 ft For building > 30ft exposure B prevails in the upwind direction for a
distance greater than 2600 It or 20 times the building height, wichever is greater. Based on the FBG HVHZ, use Exposure C when building is located in Exposure B
5- EXPOSURE C (Section 26.7.3) - Open terrain with scattered obstructions with heights less than 30', open country and grasslands. Exposure C will apply when
exposure D and B do not •• ••• • • • • • • • • • ••
xPo PPb• • • • • •
6- EXPOSURE D (Section 26.7.3) - Flat, unabstructedmarea• andwvaler surfaces grevails in the upwind direction for a distance greater than 5000 ft or 20 times the
building height, whichever is greater • • • : : : i i i • i •
7- BUILDING CONSIDERED ENCLOSED -14M glagAg shaliftilb imp9ct rfsislari ftFazing or protected with an impact resistant covering.
8- ULTIMATE WIND SPEED - V=170 MPH, 175 MPH
9- TOPOGRAPHIC FACTOR Kzt=1 - (FLAT TERRAIN)
10- DIRECTIONALITY FACTOR Kd =.85 (Wind"actionality Facto•)• • •
11- TRIBUTARY AREA: 10 SQF • • • • • • • • •
12- EDGE STRIP (a): The smaller of 10%df the ldhst herizo Atel dinlbnsidh or 40% If ttr Mean roof height, but not less than the larger of 4% of the least horizontal
dimension or 3 ft. • • • • • • • • • • • •
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
8jp9
IZ4
WIND PRESSURES IN PSF
175 MPH VELOCITY - EXPOSURE D
Building Roof Slope less than
Height 10 degrees
Roof Slope greater
than 10 degrees
Positive
Negative
Positive Negative
z4 & z5
z4 z5
z4 & z5 z4 z5
0-15
1 44.5
48.2 59.3
48.6 52.8 65.1
16-20
46.8
50.7 62.4
51.1 55.4 68.5
21-30
50.2
54.4 66.9
54.8 1 59.4 73.4
31-40
52.8
57.2 70.4
57.6 62.5 77.1
41-50
54.9
59.4 73.1
60.0 65.0 80.2
51-60
56.6
61.3 75.5
61.9 67.1 82.9
LOCATION
EXAMPLE
MIAMI-DADE COUNTY
Roof Slope
Ch)
MEAN ROOF
HEIGHT
�J\ac9
a<=BWx0.1 ora-hx0.4
BW less or equal than BL
a must not be less than
a=3feet or a=0.04xBW
ENGCO,DIC.
Engineering Services - CA 8116
A
5595 Orange Drive 201
DAVIE - FLORI A 33314
Tel: (954) 58 04
E-mail: Engco OL.com
MAR 0 8 2015
PEDRO DE FIGUEIREDO
PE52609
NOT VALID W/OUT SEAL
12/12/2014
IAMI
M MIAMI-DADE COUNTY, FLORIDA
o 'm PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315--2590 F(786)31"99
NOTICE OF ACCEPTANCE (NOA) www.miamidaae.Qov/eerg
PGT Industries — ---
1070 Technology Drive
Nokomis, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami Dade County PERA–
Product Control Section to be used in Miami–Dade County and other areas whore 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 Section (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.
PERA reserves the right to revoke this acceptance, if it is determined by Miami–Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as desc ' i ed to comply with the Florida Building
In
e Velocity Hurricane Zone.
Wft
DESCRIPTION: Series "1IR--510» White PVC Horizontal Roller Window -- L.M.I.
�++++� L1CW ll■ 1qV. J1.7i t/ 411.1VU luV �., 1a1i�.IfavL—a vuauu.aw ,
sheets I through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C", dated 10/17/11,
signed and sealed by Anthony Lynn Miller, P. E., bearing the Miami --Dade County Product Control Revision
stam u e Miami–Dade County Product
0000
ontrol Section. •
0000
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
00.000
11 a e c urer's name or loge, CiW, state, 0 0 0 0
model/series, and following statement: "Miami–Dade County Product Control Approved:', unless•ilrherwise . • • • • •
noted herein. ' 00 • •0:00 • • • • •
RENEWAL of this NOA shall be considered after a renewal application has been 'ft U*a%d thele hWbeen • • •
0000...
no change in the applicable building code negatively affecting the performance of thisroduct. ' • • • • • • 0000
000 0 0 .0000.6
TERMINATION of this NOA will occur after the expiration date or if there has b&► a.&visio1 or c*iange - -
in the materials, use, and/or manufacture of the product or process. Misuse of this WCO k -V an ende hent
of any product, for sales, advertising or any other purposes shall automatically terminatWthis Ift milure
to comply with any section of this NOA shall be cause for termination and removal oVXQ •
ADVERTISEMENT: The NOA number preceded by the words Miami --Dads, Cognty, FlMdV and . • .
followed by the expiration date may be displayed in advertising literature. If any'pQAi& of the VGA 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 NOA No. 09-0901.07 and consists of this page 1 and evidence pages FI and E-2, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No.114114.06
M 91 DADS AiTY
Expiration Date: February 17, 2016
S-tVlv Approval Date: February 09, 2012
Pa
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 09-0901.07)
2. Drawing No. 5191-2, titled "Vinyl Horiz. Roller Window, Impact -resistant", sheets 1
through 10 of 10, prepared by PGT Industries, dated 01/18/10, with revision "C",
dated 10/17/11, signed and sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of HR -510 vinyl horizontal
sliding window (OX), prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTI -5916, dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under NOA No. 09-0901.07)
C. CALCULATIONS:
1. Anchor Calculations, and structural analysis, complying with FBC 2007, prepared by
manufacturer, dated 08/20/09, signed and sealed by Robert L. Clark, P. E.....
(Submitted under NOA No. 09-0901.07) ....
2. Glazing complies with ASTM E1300-02/ 04. :009:0
• ....
0000
D. QUALITY ASSURANCE 0 •te • • •o , 0 ,, 0
1. Miami -Dade Department of Permitting, Environment, and Regyl� jq" Aff ii% f tSRAS .. .; ; .
000:0. .• .0: .1..:.•
E. MATERIAL CERTIFICATIONS
0000 t • _ 05.0.0:
%:
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNchhours.& Cao , Inc "; •'.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, ex,ppilto on Q 0i7. •
._. ..
0000.. ..
F. STATEMENTS : ._ o • . so**:*
000
1. Statement letter of conformance and compliance with the FBS 2907 (wi4 a0. 2009;....
supplement) and FBC-2010, dated 10/25/11, signed and sealdd b� A116 b% tr?Lynn'
Miller, P. E.
2. Statement letter of no financial interest and independence, dated 10/25/11, signed and
sealed by Anthony Lynn Miller, P. E.
M1
Jaime D. Gascon, . E.
Product Control Section Supervisor
NOA No. 11-1114.06
Expiration Date: February 17, 2016
Approval Date: February 09, 2012
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
3. Letter of adoption of as his Own, the Work of another Engineer per Section
61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn
Miller, P. E.
4. Statement letter of conformance, dated 08/20/09, signed by Robert L. Clark, P. E.
(Submitted under NOA No. 09-0901.07)
5. Statement letter of no financial interest, dated 08/20/09, signed and sealed by Robert
L. Clark, P. E.
(Submitted under NOA No. 09-0901.07)
6. Laboratory compliance letter for Test Report No. FTL-5916, issued by Fenestration
Testing Laboratory, Inc., dated 06/18/09, signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under NOA No. 09-0901.07)
G. OTHERS
1. Notice of Acceptance No. 09-0901.07, issued to PGT Industries, Inc. for their Series
HR -510 White PVC Horizontal Roller W indov-L.M.I., approved on 02/17/10 and
expiring on 02/17/2015.
E-2
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9� V Ir-
Jaime D. Gascon, . E.
Product Control Section Supervisor
NOA No. 11-1114-06
Expiration Date: February 17, 2016
Approval Date: February 09, 2012
® IMPACT -RESISTANT HORIZONTAL ROLLER
BOX FRAME AND INTEGRAL FIN WINDOWS
GENERAL NOTES:
1 GLAZING OPTIONS:
2 518' MAX. TYP.
r
A:7/8°IG-5/18°H/H-SGP+7118°- A92+1/BACAP
• ••••
••••
B. 7/8° IG -5118° HIH - SGP + 71181 - AIR + 1/8°T CAP
fa
2. CONFIGURATIONS: XO AND OX.
x
o
3. DESIGN PRESSURES: +8D/-70 PSF (ALL GLASS TYPES LISTED)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE
•
B. POSITIVE DESIGN LOADS BASED ON WATER TEST
' o
PRESSURE AND GLASS TABLES ASTM E 1300-02.
�I a
4. SHUTTERS ARE NOT REQUIRED.
• •
5. ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS
N• ••
SHOWN ON DETAILS. ANCHOR EMBEDMENT TO SUBSTRATE
SHALL BE BEYOND WALL DRESSING OR STUCCO. THE 33113%
•••
STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
N•• •
PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL
•
SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR
MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE. APPROVED ANCHORS: 1, 310 STEEL SCREW (GS)
2,311W ELCO ULTRACON.
S. REFERENCES: TEST REPORTS FTL-5918; ELCO TEXTRON NOA
07.0425.01; ANSUAF&PA; NDS -2005 FOR WOOD CONSTRUCTION;
ADM -2005 ALUMINUM DESIGN MANUAL.
7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
S. SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT
FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF
TRANSFERRING APPLIED LOADS.
9. ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE
AND FLANGE OR FIN, OVERALL SEALING/FLASHING STRATEGY
FOR WATER RESISTANCE OF INSTALLATION SHALL BE
o
DONE BY OTHERS.
10. MATERIALS USED FOR ANCHOR EVALUATIONS WERE
S
SOUTHERN PINE, AND CONCRETE MASONRY UNITS
COMPLYING WITH ASTM C•90.
I m
X
4° O.C. MAX TYP. i 21/4' MTYP.AX Design Pressure Raft Impart Rating
+e0 /- 70 PSF Lege wul Smell Mahe Impact
cwb wm.om pma°°u¢Rs�m op,
+60/-70PSF LergeMiesOeUnpeotOnly
fw�vamicmmmdm ®v,
op NOA DRAWING TABLE OF CONTENTS
I O SHEEI
....I
• O GENERAL NOTES.»..._....._....._.___.......1
ELEVATIONS .................. ».»»................ 1
GLAZING DETAILS ..»_..................... .....» 2-3
SECTIONS, I.F. FRAME ............................4
SECTIONS. BOX FRAME............_.._.,...» 5
PARTS 8
EXTRUSIONS ........................................... 7
ANCHORAGE SPACING, BOX FRAME .. 8
O ANCHORAGE DETAILS, BOX FRAME.»»9
ANCHORAGE DETAILS, I.F. FRAME....... 10
VENTOLOWIDTH -328/18FDMODLOWIDTH+► INTEGRAL FIN
781/4° FRAME O.D. MAX- SIZE = 73°X82°
73' MAX.
32 9118 FD(ED DLO WIDTH
32 314 VENT DLO WIDTH
X 0 taut+l
�4 \.YNN 1414�',,,�
81rPMAX `• �ZG.•...ENSB '•� ':
51/4° � �•:' •. � ,
43!4° , 75'MAX.O.G. +— BOX FRAME — 58�05
SEE SHEET 7 FOR IMAX SIZE = 73°X62° ' * ' Nu.
ANCHOR REQUIREMENTS 8112' Max ? I D_ _
at ,1 ."
J J 90/97/1 ? 8 FBC2010 CODE dMAlu6E• • • • • • a • J }E P ;
OF
omcr�aL� txnva LEVAT/ONS &ANCHORAGE ';�O,c •., So��o•
o9/9ai90 A DPHm boxtrama�cha* e • ��amees,FLsara normVln Nork.RollerWfidow,Im Impact -n nt ��'�FSStONA
• • • • • • • • �P.o. aqx �saa It I�I t %1\\\
N4.21 ,FLStY74 s•r unemWo. a.. 1% AI P.E.
:a noMemo �` MOO NTS 9 w 10 51892 8 P.8 am
•
• ••••
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1
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•
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•
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0
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•
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• •• •• • w w •wN•rM •
••• • • • ww•• • • • •
OVERALL GLASS NOMINAL "
18" LAMI GLASS NOMINAL
1/8" HEAT STRENGTHENED GLASS
7118' AIRSPACE
.090 DUPONT
VIP ANNEALED OR SGP INTERLAYER
TEMPERED GLASS
/8' HEAT STRENGTHENED GLASS
1/2" NOM.
;LASS SITE
EXTERIOR
OPTIONAL
FLANGE
7/8" LAMI I.G. GLAZING DETAILLYNN
WITH 5/16" LAMI GLASS AND 1/8" CAP ENSE
* ' N0.58705
' �l" dF W;
J. /17111 NO CHANGE TH/9SHEEi • • • • • • • • �p�•. FrA
DRNE GLAZING DETAILS - 80X OR FLANGE FRAME s•., tornoP.•� ;
J. 01/18!10 A Cha ed r:9 u IfGS. • • • • r0mM8 LS4
• Vln lHo&.RollerWindow.Impactaeslstant ���S/DNA
• • • • • • • • 1 0'.0. aqx Im
Br 0mr • • a • wOKOM,r.SW4d 10 5191-2 B a e > Pa
J.R. 7� #m70 1:1 2
• • • • •• •
• ••• • •••••• • •• •• •• • •• • •
i • i i•• • • • 000
•• •• • i s
•• • •• • • • • • •
•• • •• • •
• •• •• •• •• • • • •
•••
•
•
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•
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•
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•M • • • •d.
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•
0
0 rrM 0 • • •
® 718° OVERALL
GLASS NOMINAL
6118° LAMI GLASS
NOMINAL
/8° HEAT STRENGTHENED GLASS
7/18" AIRSPACE
.090 DUPONT
118" ANNEALED OR SGP INTERLAYER
TEMPERED GLASS
/8° HEAT STRENGTHENED GLASS
ire NOM.
29v v LASS BITE
32 39
37 28
29
O
EXTERIOR
35
O
PRODUCPR8dIM
carnPlYmgwitbgre Flonlda
Bultding Cade
OPTIONAL � wm No� p
FLANGE am
Mtmnt P
7/8" LAMI I.G. GLAZING DETAIL
LYNN
WITH 5/16" LAMI GLASS AND 1/8" CAP �`�a�,. '��cenls� • ;4�p
58705
riorw �O: Q360
J.J. 1017/11 B NOCHANCaFTHis SHEET �moTPcalNOLdsraRAE GLAT1AiG DETAILS - INTEGRAL FIN FRAME ';�` ' • F(ORIOp ���
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Jry �ryp/dg •• • • •• • i�e19•1:1 3 + f0 5191-2 B P.t3.tl 86706
• 0•�•=t• 0 •0000 •%:••+• ••
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f • I • A • •
• •• • j • •M « • •
• S 00 « • • •
• ,�• •SO ti, • •• •• ••
SEE NOTE
SEE NOTE 1
SEE NOTE
SEE NOTE 4
EXTERIOR
DETAIL A DETAIL B DETAIL C
LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION
NOTES:
1.118 x 1/2 FL SMS, LOCATED AT 4112°
FROM EACH END AND AT 18' O.C.
2. &8 x 3/8 FL SMS, LOCATED AT 4112°
FROM EACH END AND AT 18° O.C.
3. ffi8 x 112 FL SMS, LOCATED AT 4111'
FROM EACH END.
4. CAM LOCKS:
(2) AT 7' EACH END
8. WEEPHOLES ARE VX 3118°, SEE
SHEET 1 FOR LOCATIONS.
0
}
DETAIL D
HEAD SECTION
SEE NOTE 3
EXTERIOR
SEE NOTE
SEE NOTE 6 �'--
10
DETAIL E
SILL SECTION ��� ONY LYNN
HOT WELD CORNER ASSEMBLY
(INTEGRAL FIN) 1 = 'k No. 58705 'k
1 17/11 8 NO CHANGE THIS TI
SHEET p�•, TA A :
�o�o rectuvo�•c�r u • CROSS SECTIONS - IMMORAL FIN
01/18110 A No otmn s!h!s sheet Naxoj�8ga2�rBgna • • • : "" lLnPrJz Rollet W/ndow, / d�estst8ntAt-
01/1&10
{I{
mm oats NOKOA118. FL�TI4 • • • Dare • •.n •mWg1 :. aew ALYNNNILIER, P.E
JR 08/l2 • • • • • • 1.2 4 10 81912 8 PEBeerm
• • • • • •• •• •
• •• r ♦ M M •• • • •
• t•• *ft
••• • N •• ••
••• ••• ♦ •• •r• • •
DETAIL A DETAIL B DETAIL C
LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION
NOTES:
1. 06 x 112 FL SMS, LOCATED AT 4112°
FROM EACH END AND AT 18° O.C.
2.08 x 31S FL SMS, LOCATED AT 4112"
FROM EACH END AND AT Ur O.C.
3.08 x 112 FL SMS, LOCATED AT 41/2'
FROM EACH END.
4. CAM LOCKS:
(2) AT 7° EACH END
5. WEEPHOLES ARE VX SM. SEE
SHEET 1 FOR LOCATIONS.
2
DETAIL D
AHEAD SECTION
EXTERIORSEE NOTE 3
SEE NOTE
SEE NOTE 11
10
DETAIL E
SILL SECTION ����`O�� LYNN
HOT WELD CORNER ASSEMBLY * ';
(BOX FRAME) 2 _ i` ` No. 6805
oto
JF 10/17/11 NO CHANGE THIS SHEET °pOH STA of
�moT�w t�SSECTIONS - BOX FRAME %�'�` '
A01Haoo A No s this sheet Noxamre° Laazie
iRB
• Haar Noriz mRoller
aeW,a ndow a.wacc�lsssent ���'cA LYNNNI�AIL1L.i
POa•th1 •M
3OAK 1:2 10 8181-2 aw
R
B p.eseems
)DUCT RWISED
UU44yins with ft f
L C,! 1 1 •
go
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• ••N • •• • • •• • •
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• • •• 00 0
38
80.ICOIVE DOW 9189
21
13
16
15
18
n 34
O
21 11
24
26
4
PRODUCT REVISED
os aozgilying wbb tde moflde
flc'f Colo
RXec�toncoNo
----- 1035
,vlioml 1
No.68705
J.J. 0/9 B NO CHANQE THIS SHEEY • • G� n
1070 7ECNN crave • chino 8r•EXPLODED VIEW Fi
1 7/9t R o
Jw 01/18H0 A Removed 3/4" as and beefmm BOM Noxo sa276 i • • + >, �! M)% RR01W MndOw, I _ rwlgtAnt ?E`
ad. NOMMIS, FOL is • • 0• NTS B d 10 5199-2 8 Pete88708
J.R. 08!92!89
•••I•• • N ••• •�• •••• •
• • •• • • • � • • • • • I •
ITEM DWG NO. PART � DESCRIPTION QTY
1 8188 88188 FRAME HEAD, SILL AND JAMBS (FN ONLY) 4
2 6188 88188 FRAN�EHEAD,80.LANDJAMBB(BOXOM.Y) 4
4 8102 86102 FIXED(�7A4Ci RAL 1
8 6123 88123 FDfFD M�TW0 RA0.-ALUMMIAW FEW. 9
8 78X1FPAW 8 z 1• FH TECH (GAM LOCK4
0 78X312WABX SM 8X3112° PP TYPEAB (F90� MR) 4
8 798898P 330028 ALUM SCA6NSUTiOAifiA1LS 2
10 8138 88138 ROLLER TRACK 1
91 8138 88188 ANTI LRT 2
92 71038W NBTALLAT9�V HOLE PUXi3 (BOX ONLY) VARI64
13 8108 86106 SASH 9JIERLOCdC 840. 1
94 6114 86114 9JT6i1.00KRA0.-ALUMWUMR�NF. 1
16 78208SI.AW CAMSWEEPLOp(S 2
18 781336LgN GAMSVtlS-PLOCKIO�PFR 2
17 1844 81844W VdSTR .187 x .270 F64 SEAL 1
98 6137 88137 SASH SIDE RAL 1
18 8114 88114 SDE RAL - ALUMNUlN (a�IF. 1
2D 1844 81844W WSTP..187 x 27D EPI SEAL 1
29 -6108 .88108 SASH TOP880TiDM RAL 2
22 8914 86114 TOPBBOTrOMRAL-ALUMUPJMRENIF. 2
23 1841 81844W WSiP..187 x 270 FQV SEAL 2
24 226.1 42112HD ROLLER FDUBQ•K'3 2
25 7BRWML2 BRASS NhfEFKB 4
28. 7812FW 0 x 912 FH PraL9rePr8/ws VARle4
27 7838T1M1t 7 x 3t8 FH PFS •2PI' am VAR63
28A 09WX3K710 7118° SUP9t BPRCER '
288 88WS9K38 9!B° SUPER-SPAf2'•R
28A 8112 86112 OlRZ940 BEAD, 9 -LTTE
7(8.1111b9 LG. GLASS; 1B° TeIVPFRED
32A OUTBOAIm-ARSPACE-1!6 ANN�LFD-.080 -
PJB NITB3AYER- 118" ANNPAL®(6118° LAIUOJ
718• LAM LQ GLASS: 1l8° ANNfiAL®
328 OUTBOARD-A9ffiPACE-9/8°AMIEAL®..090 -
PJB 94IQSAYER-1!8° ANr�AL®(8118° LAMq
34 SCRF734 1
36 vve�cove� a
37 SETMKi BLOCK
r•�
I.F.FRAME
O DWG #5116
RIGID PVC
BOX FRAME
O DWG #5189
RIGID PVC
FIXED MEETING RAIL
ODWG #5102
RIGID PVC
T- 1.020-1
1.260 ,0�
L 174
T
FIXED MEETING RAIL
REINFORCEMENT
O5 DWG #5123
Al 6005-T6
1.847
EQ—oso
1.18D .065 I:j
SASH INTERLOCK RAIL
REINFORCEMENT
8814 19 DWG #5114
Al 6063-T6
.803�1—L
.210
.036
I.G. BEAD
DWG #5112
DUAL PVC
SASH INTERLOCK RAIL
13 DWG #5105
RIGID PVC
1.180
065
1.022
SASH SIDE RAIL SASH TOPMOTTOM RAIL
O18 DWG #65137 21 DWG #65106
RIGID PVC O RIGID PVC
1.305
T-
OGO
-•�I f�-.oss
ROLLER TRACK/ANTI LIFT
O10 DWG #5138
RIGID PVC
P e „ R m } • : - .1�n Morlm Roller Window, Impact -mist
rtoico a • } • • x•1.'1 1�7 a 10 5191-2
as one •• • •N• • • •• •
•
.• ♦ •
♦ • ••••
•• • ••
• •• • ••• • • ••
0
• ••• •• •••• • •
• ••••••••• • • •
• ••• •• •••• •• ••
RIIViSRD
8«rauroPtw►aa
* ' No. 58705
.�
� o itIF
P.E98W06
• ♦•M•• •
HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN
PRESSURES OF +60/-70 PSF OR LESS
WINDOW HEIGHT in
24 1 30 1 36 1 42 1 48 54 J 60 63
WINDOW
WIDTH (In)
ANCHOR
LOCATION
# OF ANCHORS REQUIRED (TYPE 1 OR 2)
24
Head and Sill
2
2
2
2
2
2
2
2
Jamb
2
3
3
3
4
4
5
5
38
Head and Sill
3
3
3
3
3
3
3
3
Jamb
2
3
3
3
4
4
5
5
42
Head and Sill
3
3
3
3
3
3
3
3
Jamb
2
3
3
3
4
4
5
5
48
Head and Sill
4
4
4
4
4
4
4
4
Jamb
2
3
3
3
4
4
5
5
54
Head and Sill
4
4
4
4
4
4
4
4
Jamb
2
3
3
3
4
4
5
5
60
Head and SIII
5
5
5
5
5
5
5
5
Jamb
2
3
3
3
4
4
5
5
66
Head and Sill
5
5
5
5
5
5
5
5
Jamb
2
3
3
3
4
4
5
5
72
Head and Sill
5
5
5
5
5
5
6
6
Jamb
2
3
3
3
4
4
5
5
73
Head and Sill
5
5
5
5
5
5
6
6
Jamb
2
3
3
3
4
4
5
5
i NOTE: FOR MEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE.
ANCHORAGE NOTES FOR BOX FRAME:
®1. ANCHOR TYPE: 1- 3N8° ULTRACONS BY ELCO (FOR MASONRY SUBSTRATES)
2 - #10 SM SCREWS. GRADES (FOR METAL AND WOOD SUBSTRATES)
MINIMUM EDGE DISTANCE OF 318°.
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWIING DIMENSIONS.
6.5° MAX. FROM ALL CORNERS
JAMBS -18.312V MAX. O.C.
HEAD/SILL-15° MAX. O.C.
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE 2.
4. ANCHORAGE SHOWN FOR BOX FRAME WITH OR WITHOUT
OPTIONAL FLANGE.
8. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 1 & 10.
CHARTS
• • TORR
nTECHNOL•6YDMVEKOKOWSJONM
•
• •h%* Roller 141ndow, lm-reslsta
P.o.Epx�eae• • • •
Hoxomna, s �sOara • •
w• HITS 8 m 10 8181-2
•••• • •••••• • ••• •
• • • s
i •4• �•••i►• • •
tho Kwido
toll
* ' No. 58705
�° OFSTA
A LYNNl�LLLER P.E.
P.E.Aum
#10 SCREW, SEE #10 SCREW,
1318' MIN.SHEET 8 FOR SPACING SHEET 8 FOR SPA(
114" MAX. SHIM ----I
REMOVEABLE
1A
REMOVEABLE
II6II__
irt� ja1s•��
FLANGE
•I��MAX
rte— �I�i[�7�L
410 SCREW, SEE
tSHIM
SHEETS FOR SPACING W]AN I'
—FLANGE
—
JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME
THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD THROUGH FRAME INTO 2x WOOD
REMOVEABLE
APPROVED MASONRY 3.6 KSI MIN. CONCRETE
ANCHOR, SEE SHEET 8 .. oR 1.6 K81 MIN. cenU-
s,
FOR SPACING
:•
• ,�` "i � •',p � : 1318° MIN.
i
3.8 K81 MIN. CONCRETE
OR 1.5 KSI MIN. CMU
FLANGE
APPROVED MASONRY
ANCHOR, SEE SHEET 8
FOR SPACING
APPROVED MASONRY
ANCHOR, SEE SHEET 8
FOR SPACING
1t4'
NWX,
SWIM
VEABLE
FLANGE .. •••.'; :'''�:.
3.6 KSI IN
OR 1.6 KSI MIN. CMU
JAMB W/ BOX FRAME HEAD W/ BOX FRAME SILL W/ BOX FRAME
THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRETE
1x BUCK OPTIONAL 1x BUCK OPTIONAL 1x BUCK OPTIONAL
NOTES:
1. FOR CONCRETE APPLICATIONS IN MIAMI -BADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 3M6" ULTRACON, EMBEDED 1 318° MIN., DISTANCE FROM ANCHOR
TO CONCRETE EDGE IS 1" MINIMUM.
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #10 STEEL SCREW, EMSEDED 13/8" MIN..
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1 V2'.1x WOOD BUCKS ARE OPTIONAL IF UNIT
CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 1/2° THICK OR GREATER INSTALLATION TO THE SUBSTRATE OF WOOD
BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BEA MINIMUM STRENGTH OF 6083-T6 AND A MINIMUM OF 1J8° THICK, THE ALUMINUM STRUCTURAL MEMBER
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL
BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE
SPACING FOR ULTRACONS MAY BE USED.
o• •
P.O. 1uq�
NOO84 4• •
• 0.609• • ••0•:0 •.
•
• • • • • • �• • • 6 •• 06 •
•ee• • • • • • ♦ 0 • 9 N •
♦• z N •
N•• to ••••01• • ••• •
• •
elb 0%4 400 0
600 dbe 00 too
9 a 10 1 61912
FRAME
NOTE: INSTALLATION
TO THE SUBSTRATE
OF 1x OR 2x WOOD
BUCKS TO BE
ENGINEERED BY
OTHERS
a Plada
..Ito
"S-,\'" -,j LYNN 4V"4
� .•'JCENSg •.4
' NNo.58705
�'• Q •
Lu
E OFII • <
- ALYNNd P.E.
P.E.®88708
114" MAX. SHIM ----1 1- -
116'(.131") DIA. x2 112"NAIL,
SEE SHEET 1
® FOR SPACING
REMOVEABLE FLANGE --r L lw (.1311 DIA. x 2 lre NAIL,
® SEE SHEET 1 FOR SPACING
JAMB WI NAIL RN
THRU NAIL FIN INTO WOOD FRAMING
REMOVEiABLE
FLANGE
® SEE SHEET FOR SPA
OTES:
FLANGE
211
114"
MAIC
SHIM
HEAD Wt NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING
114"
MAX.
ISH►M
T
SILL W/ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING
1. FOR INTEGRAL FIN APPLICATIONS IN MIAMI-DADE COUNTY, USE V8" (.131l)DIA x 2112" NAIL
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112". 1x WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 112" THICK OR
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 5053-78 AND A MINIMUM OF 118" THICK. THE
ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.
IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
�o�otxcrwotd�• •oma • • • d STAZZATION DETAILS
in decknal. Noxonne, Fueesrs • •
• • • ht*-- Roller Window
NOKOtdl9, F1 f4 • • • #MO • • 12 10 m 10
••• •• •
• • • _ ;• j • • • 1• •• •
••• • ••• • ••• •
•••+•
• 11 ••M•
M
•
•
•
•
•
• y •
• •'e % r �. ••
. 0
0
00
NOTE: INSTALLATION
TO THE SUBSTRATE
OF 1x OR 2x WOOD
BUCKS TO BE
ENGINEERED BY
OTHERS
8191-2
NV LYNN 4f1�'''ii�
'•. it
* ' No. 58705
CUA
STATE OF
�iO�� '•.
0R% OP.
+S1/I014'' ``g''4,,�
A L�Mirtp.E
p"am
MIAMI- MIAMI—RADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) *"Yw.miamidade eov/development/
PGT Industries
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA--
Product Control Section 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 Section (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.
PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Section 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 Florida•Btiilding
Cod .... ......
ESCRIPTION: Series "FD -101" Outswing Aluminum French Door w/ wo Sidelitq„X,.M.Is � '.
t�rYlc'�''$ � T'' *� n $ 1\in > > nnaa-1� t�ttPrl C.A +a �� ®e�r,a rr� vv" Sidelltes, • •
Impact", sheets 1 through 10 of 10, dated 02/22/07 with revision "D" dated 0AY14=, pr4Wf4.by
manufacture, signed and sealed by Lynn Miller, P. E., bearing the Miami -Dade Coun V Produ& Control • • • • •
Section renewal stamp with the Notice of Acceptance number and expiration daQji'' ]ie Mitt I -ISde • • • • •
QI
SSILE IMPACT RATING: Large and Small Missile Impact Resistant 0 0 0 • • •
• unit shall bear a rmanent label rer's nate car logo, 8ity, state, ; • •
modellseries, and following statement: "Miami -Dade County Product Control Approved" , unless•othe'%ise •
noted herein. so 0
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 No. 11-1013.22 and consists of this page 1 and evidence pages F. -I,
E-2 and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
Mtar� I IDE COUIM
NOA No. 12-0516.
Expiration Date: October 18, 2017
Approval Date: August 30, 2012
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS.
1. Manufacturer's die drawings and sections.
2. Drawing No. 110058-4, titled Series "Alum. French Door & Sidelites, Impact", sheets
1 through 10 of 10, dated 02/22/07 with revision "D" dated 08/14/12, prepared by
manufacture, signed and sealed by Lynn Miller, P. E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an Aluminum outswing
French Door with Sidelites, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-6864, dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 20294
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 • • • •
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 20294 •. e e e'
along with marked up drawings and installation diagram of ap, .*Vyj*pinutn .*ouqSaring
French Door with Sidelites, prepared by Fenestration Testing Landratory, Inc. Test
Report No. FTL-5212, dated 05/05/07, signed and sealed by Cadas R.Rioncfa, P.E.
(Submitted under previous NOA No. 07-062910)
...... ... .
C. CALCULATIONS 00 0 • •
1. Anchor verification calculations and structural analysis, compbrint• •ith FBC-2007
and FBC-2010, prepared by manufacture, dated 10/11 A 1, signed anti sealeiiobp-L•ynn
Miller, P. E. • • e e e e
• • e
(Submitted under previous NOA No. 07-0629.10) • • •
2. Glazing complies with ASTM E1300-02/ 04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Saflex and
Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16.
Jaime D. Gascon, P.
Product Control Section Supervisor
NOA No. 12-0516.02
Expiration Date: October 18, 2017
Approval Date: August 30, 2012
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance and complying with FBC-2010, issued by
manufacture, dated 05/14/12, signed and sealed by Lynn Miller, P..E.
2. Statement letter of no financial interest, issued by manufacture, dated 05/14/12, signed
and sealed by Lynn Miller, P. E.
3. Laboratory compliance letter for Test Report No. FTL--6864, issued by Fenestration
Testing Laboratory, Inc. dated 04/02/12, signed and sealed by Marlin D. Brinson, P. E.
4. Proposal issued by Product Control, dated 02/15/12, signed by Jaime D. Gascon, P. E.
5. Laboratory compliance letter for Test Report No. FTL-5212, issued by Fenestration
Testing Laboratory, Inc. dated 05/05/07, signed and sealed by Carlos S. Rionda, P. E.
(Submitted under previous NOA No. 07-0629.10)
G. OTHERS
1. Notice of Acceptance No. 11-1013.22, issued to PGT Industries, for their Series
"FD7-101 Outswing Aluminum French Door w/ wo Sidelites — L.M.I:', approved
on 11/23/11 and expiring on 10/18/12.
c
Jaime D. Gascon, P. 9,
Product Control Section Supervisor
NOA No. 12-0516.02
Expiration Date: October 18, 2017
Approval Date: August 30, 2012
E--3
6066
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Jaime D. Gascon, P. 9,
Product Control Section Supervisor
NOA No. 12-0516.02
Expiration Date: October 18, 2017
Approval Date: August 30, 2012
E--3
NOTES: OUTSWING IMPACT FRENCH DOOR(S) AND SIDE LITE.(
1. GLAZING OPTIONS:
A. 3/8° LAM[ NOM. (402') CONSISTING OF (1) LITE OF V8" ANNEALED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM
PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
B. 3/8" LAMI NOM. (.402") CONSISTING OF (1) LITE OF 1/8" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PLUS (1) LITE OF 3118° HEAT STRENGTHENED GLASS. � i
C. 7/1(PLAMI NOM, 4466") CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS PLUS AN .090 PV... TERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM
PLUS (1) LITE OF 3/18" HEAT STRENGTHENED GLASS.
D. 7/16" LAMI NOM. (.466') CONSISTING OF (1) LITE OF 3/16" HEAT STRENGTHENED GLASS PLUS AN .090 PVB INTERLAYER OF DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
A E. 13116° LAMI IG NOM. (.840") CONSISTING OF (1) LITE OF 3118" TEMPERED GLASS, 1/4' AIRSPACE, (1) LITE OF 1/8° HEAT STRENGTHENED GLASS PLUS AN .090 PVB
INTERLAYER OF DUPONT BUTACITE PLUS (1) LITE OF 3/16" HEAT STRENGTHENED GLASS.
2. DESIGN PRESSURES: SEE TABLES 1 AND 2 ON SHEET 2.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-04.
D S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-04.
3. CONFIGURATIONS: X, O, XX, XO,OX, XXO, OXX, OXO, AND OXXO.
4. ANCHORAGE: THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL
SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS, SHALL MEET THE REQUIREMENTS qF THE FLORIDA BUILDING CODE. FOR ANCHORAGE
REQUIREMENTS SEE SHEETS 8 THROUGH 10.
5. SHUTTERS ARE NOT REQUIRED. t
6. SEALANT: INSTALLATION SCREWS, FRAME AND PANEL CORNERS SEALED WITH CLEAR COLORED SEALANT.
7. REFERENCES:
®TEST REPORTS FTL-4984, 6212 &6W, ELCO ULTRACON NOA:11.0408.01,12-0126.09; ANSI/AF&PA NDS -2005 FOR IiOOD CONSTRUCTION AND ADM -2006 ALUMINUM
DESIGN MANUAL
NOA DRAWING MAP
TOPIC SHEET
GENERAL NOTES............
1
CONFIGURATIONS ...........
1
GLAZING DETAILS ...........
1
DESIGN PRESSURES......
2
ELEVATIONS ....................
3
VERT. SECTIONS .............
4
HORIZ. SECTIONS ...........
5
PARTS LIST ......................
6
EXTRUSIONS ...................
6,7
ANCHORAGE ....................
8-10
S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVH4 - GLASS ABBREVIATIONS
9. CONFIGURATIONS WHICH CONTAIN A SIDE LITE TO DOOR CONNECTION:
E LOWER DESIGN PRESSURE FROM TABLE 1.OR 2. PREVAILS. AN. = ANNEALED
A THHS. = ANNEAL HEAT -STRENGTHENED
B. FULL LENGTH REINFORCEMENT (ITEM 22 SHOWN IN SECTION E -E, SHEET 5), IS REQUIRED ONLY AT ALL DOOR TO SIDE LITE CONNECTIONS FROM TP. = TEMPERED
TABLE 1., SHT. 2. REFER TO TABLE 2, SHT. 2 FOR DOOR TO SIDE LITE CONNECTIONS WHICH DO NOT REQUIRE IT�M 22 REINFORCEMENT.
V
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0
73[ILI1/2° GLASS SITE 73 QIW/2"GLASS BITE 74�1/2°GLASS BITEEXTERIOR EXTERIOR EXTERIOR
a 94 a a 94 od
118" AN. OR 3/18° AN. OR 1/4" AIRSPACE 3/18° HS.
HS. GLASS HS. CLASS
3/18° HS. 3/18" HS.
.090 PVB INTERLAYER GLASS 090 PVB INTERLAYER GLASS 3(16° TP. GLASS GLASS
(DUPONT BUTACITE OR (DUPONT BUT990111E 01i� • • • • • 1/8° HS. GLASS ��i� ,... a��/V,��i
SAFLEX/KEEPSAFE SAFLEXWSEPSAFE • • • • • .090 PVS INTERLAYER �� Q /a
MAXIMUM � • • • • • • BUTACITE)--
000`� : '' ''•.2� a
MAlCIMU • • • a • • • (DUPONT
31W NOM. RWrOII��1I. • 13118" NOM. �: c
GLASS STACK • • CLASS STAGS GLASS g:
�
STACK } ; 6 < 4,:
3/8" LAMI NOM. 341.3" LA W.• 13/18" LAMI IG NOM.
GLAZING OPTION A OR B, NOTE 1 GLAMIS -TION OI2 D Ie-FE�: GLAZING OPTION E, NOTE 1
-yam. �__�_• • • • • � ���rrrrrr,r%R��`
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• 0 •
BLE 1. DESIGN PRESSURES FOR ALL CONFIGURATIONS
APPROVED CONFIGURATIONS: X XX, O, OX XO, OXO, XXO, OXX & OXXO
R DOORS W/ SIDE LITES THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS)
REINFORCEMENT IS REQUIRED AT DOOR & SIDE LITE CONNECTIONS
DOORS WITH GLASS TYPES A B. C. D OR E
X WIDTH XX WIDTH
68 - 79 3/4!
7'- 83 3/4"
87 3/4"1
913/4"
80 - 95 3/4"
3° 371/2" 6° 713/4'
+75-01-75,01+75.01-75.01+75.01-75.01+75.0
+47.4 47.4
27 1/2"
-75.0
+75.0 -75.0
O WIDTH
27 3/4"
SINGLE SIDE LITES WITH GLASS TYPE A
+75.0 -75.01+75-01-75.01+75.01-75.01+75.01-75'.0 +75.0-75.0
361/8"
36 3/4"
0 WIDTH
36 3/4-1-+7-5-01-75-01+75-01-75-01+75,07-75.01+75.01-75.01+75.0
+75.0 -75.01+75.0 -75.01+71.41-71.41+67.6F-67.r, +64.2 -64.2
+75.0 -75.0 +74.9 -74.8 +70.4 -70.41+66-61-666 1+63.1 -63.1
SINGLE SIDE LITES WITH GLASS TYPES B, C, D OR E
-75.0
TABLE 2. DESIGN PRESSURES FOR COMBINED DOOR / SIDE LITES ONLY
APPROVED CONFIGURATIONS: OX XO, OXO, XXO, OXX & OXXO
(THE LOWER DP FOR THE DOOR OR SIDE LITE PREVAILS.)
REINFORCEMENT IS NOT REQUIRED AT DOOR & SIDE LITE CONNECTION
GLASS TYPES A, B, C, D OR E
HEIGHT
X WIDTH
XX WIDTH e -793/4"I
7'-833/4- 87 3/4" 91 314"
80 - 95 3/4"
20 25 1/2"
40 47 3/4" +58.6 -58.6
+55.4 -55.4 +52.41-52.4 +49.8 -49.8
+47.4 47.4
27 1/2"
51 314" +54,9 -54,9
+51.8 -51.8 +49.0 -49.0 +46.5 -46.5
+44.3 -44.3
29 1/2"
55 314" +51.7 -51.7
+46.8 -48.8 +46.1 -46.1 +43.8 -43.8
+41.6 41.6
28 311/2"
50 59 314 +49.0 -49.0
+46.2 -46.2 +43.6 -43.61+41.4 -41.4
+39.3 -39.3
28 331/2"
54 63 3/4" +43.1 -43.11+43.1
-43.1 +41.5 -41.5 +39.3 -39.3
+37.3 -37.3
351/2"
67 314" +36.1 -38.11+38.1
-38.1 +38.1 -38.1 +37.51-37.5
+35.6 -35.6
3° 371/2"
60 71 314" +34.0 -340-+3-4O
-34.0 i +34.0 -34.0 +34.0 -34.0
+34.0 -34.0
OXO WITH GLASS TYPE A
O WIDTH
GLASS TYPES A, B, C, D OR E
30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES
DESIGN PRESSURE _ +87.6 / -67.6 PSF
10 314" +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0
+75.01-75.01
SINGLE
12 3/4" +75.0 -75.0
+75.0 -75.0 +75.0 -75.0 +75.0 -75.0
+75.0 05.00
19" +72.4 -72.4 +68.5 -68.5 +65.0 -65.0 +61.9 -61.9
+59.0159.0
SIDE LITE
21 3/4" +64.5 -64.5
+61.0 -61.0 +57.8 -57.8 +55.0 -55.0
+52. • 2.4
toe N
27 3/4" +52.9 -52.9
+49.91-49.9.+47.2 -47.2 +44,7 -44.7
+42.6 -42.6
(� La
361/8" +35.2 -35.2
+35.21-35.21+35.2 -35.2 +35.2p
+3tM4 &4.�
OXO WITH GLASS TYPE C
36 3/4" +34.0 -34.0
+34.01-34.01+34.0 -34.0 +34.0
30" WIDE x 87 314" HIGH SINGLE DOOR WITH 26" SIDE LITES
• ••
NOTES;
1. GLASS TYPES:eAmptmm
A. 318" MI (1/8" A, .090 PVB, 3116" HS)
B. 3/8" I (1/8" HS, .090 PVB, 3/18" HS)
C. 7/18' LAM' (3118" A, .090 PVB, 3118" HS)
D. 7118' LAMI (3116" HS, .090 PVB, 3116" HS)
A E. 13/1 LAMI IG (3118" TP, 114" AIRSPACE, 1/8" HS, .090 PVB, 3/16" HS)
2. COMeI ED DOOR & SIDE LITE WIDTHS FOR TABLE 1 OR 2.
PRODUCT REh"'1 •"•,
o �j.OZ
D /~f
Dade rod.
Y 0
MAX. X/XO WIDTH - 73.1/2"
y
F
MAX. XO WIDTH = 1091/2"
Z -MAX.
O/OXX WIDTH =107 3/4"
O c
MAX. XXO WIDTH =143 3/4"
Oit
e�
3. SIN13LR DOORS 33 SW WIDE OR OVER AND THE OPERABLE PANEL OF DOUBLE
18
DOORS 641/8"
WIDE CjR OVER FROM EITHER TABLE COMPLY WITH THE EGRESS REQUIREMENTS OF THE
(!j
,
FBC. N�RROWER DOORS MAY BE USED WHERE EGRESS IS NOT REQUIRED BY CODE.
w
=.1
4. DESIGf PRESSURES UNDER 40 P.S.F. ARE NOT APPLICABLE IN MIAMI-DADE COUNTY.
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5. EXAMS OF COMBINED DOOR AND SIDE LITE DESIGN PRESSURES:
•••
CO LL
0
EX. A OM TABLE 1.
QJ
0 N
OXO WITH GLASS TYPE A
••
p
30" WIDE x 90" HIGH SINGLE DOOR WITH 29" SIDE LITES
DESIGN PRESSURE _ +87.6 / -67.6 PSF
•
•••
W
CO) _
EX. B FROM TABLE 1.
Q
W Z
OXXO WITH GLASS TYPE A
d w
68" WIDE x 85" HIGH DOUBLE DOOR WITH 36 1/2" SIDE LITES
toe N
Z EE o
DESIGN PRESSURE = +70.4 / -70.4 PSF
Q N
(� La
EX. C FROM TABLE 2.
W J u'
OXO WITH GLASS TYPE C
D
D Q
30" WIDE x 87 314" HIGH SINGLE DOOR WITH 26" SIDE LITES
DESIGN PRESSURE _ +43.6 / -43.6 PSF
v
EX. D FROM TABLE 2.i
OXXO WITH GLASS TYPE C
63 314" WIDE x 80" HIGH DOUBLE DOOR WITH 28" SIDE LITES
DESIGN PRESSURE a +43.1 / -43.1 PSF
c
6. FOR COMBINED DOOR AND SIDE LITES FROM TABLE 1, WHICH
63 a
REQUIRED REINFORCEMENT AT DOOR TO SIDE LITE
CONNECTION SEE SECTION E -E, SHEET 6 FOR REINFORCEMENT
• •DETAIL.
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731/2" MAX. ----
363/4"
{
OX OR XO
37112"
�A MAX
49 e
MAX.MAX
HT.
- -109 1/2" MAX.
36314 36 3/4"
— MAX -j- SEE NOTE 3 MAX
—143 3/4° MAX. - -- ;I
—
363/4 �..--
" SEE NOTE 3-----f-- 36 3/4" _ I
MAX. MAX —'—"'III
SEE NOTE 4—� OXO SEE NOTE 4 SEE NOTE 4 OXXO 1 SEE NOTE 4
71 314° MAX. 38 314"
24 9/16" MAX.
DLO(TYP) 33 518"'
A B DLO (TYP.) G
49 41 G
95 314"
MAX
103 (P:)
^
MAX.
DLO
(TYP.) DOOR
DLO HEIGHT = HEIGHT 41318"
DLO WIDTH W -DOOR WIDTH -1216116°
JC F r IF DLO WIDTH ')w -DOOR WIDTH/2 -11 5115°
\AC X INACT J • j• • • • s1 . SIDE LITE
• • •• •
L0 HEIGHT -HEIGHT -113/8"
A :-" A
NOTES: • • • • • • • • • DLO WIDTH =WIDTH -3118°
X XX o. .
41 •• ... .. • ..
1. FOR ANCHORAGE DETAILS SEE SHEETS S THROUGH 10.
2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6.
3. SIDE LITES OVERLAP X' AND 9(X' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE 'XO', 'V, pXC'•*)&O','OXX'q NB �(XO' CO%FIGURATIONS.
4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY S4ET 2). • • • • • •
5. CLEAR OPENING FOR W AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) e*' DOOR =-DOOR W IDTN/2 -4078).
••• • i•• :- • • •
••• • • • • ••• •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• •
14"
K.
Y
V1
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W
SEE NOTE 4—� OXO SEE NOTE 4 SEE NOTE 4 OXXO 1 SEE NOTE 4
71 314° MAX. 38 314"
24 9/16" MAX.
DLO(TYP) 33 518"'
A B DLO (TYP.) G
49 41 G
95 314"
MAX
103 (P:)
^
MAX.
DLO
(TYP.) DOOR
DLO HEIGHT = HEIGHT 41318"
DLO WIDTH W -DOOR WIDTH -1216116°
JC F r IF DLO WIDTH ')w -DOOR WIDTH/2 -11 5115°
\AC X INACT J • j• • • • s1 . SIDE LITE
• • •• •
L0 HEIGHT -HEIGHT -113/8"
A :-" A
NOTES: • • • • • • • • • DLO WIDTH =WIDTH -3118°
X XX o. .
41 •• ... .. • ..
1. FOR ANCHORAGE DETAILS SEE SHEETS S THROUGH 10.
2. FOR HORIZONTAL AND VERTICAL SECTIONS SEE SHEETS 4 AND 6.
3. SIDE LITES OVERLAP X' AND 9(X' DOORS BY 3/4° WHEN ASSEMBLED TO MAKE 'XO', 'V, pXC'•*)&O','OXX'q NB �(XO' CO%FIGURATIONS.
4. REINFORCEMENT LOCATION FOR SIDE LITE TO DOOR CONNECTIONS (SEE APPLICABILITY S4ET 2). • • • • • •
5. CLEAR OPENING FOR W AND'XX' DOORS AS FOLLOWS: ('X' DOORS = WIDTH - 5.646) e*' DOOR =-DOOR W IDTN/2 -4078).
••• • i•• :- • • •
••• • • • • ••• •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• •
14"
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JTERIOR
EXTERIOF
60
MAX.
DLO
INTERIOR
64
60
CLEAR -COLORED 65
SEALANT
62
63
62
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• ••
• ••
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ITEM DWG #
PGT#
DESCRIPTION
1
9438
60411
FRAME HEAD
2
1010
Q300
WSTP.,O-LON .190 X .375 HIGH
3
7070
67070K
BULB WEATHERSTRIP .187 X.300 HIGH
4
9b6
7955X
FLUSH6 LT STRIKEPLATE
5
SILL GASKETS STOCKING 0999)
7938X
2 PT. LOCK STRIKEPLATE
6
968
7956A
FRAME HEAD STRIKEPLATE BACKING PLATE
7
712863K
7632X12FPXP
#8-32 X.500 PH. FL, MS - S.S. W/SILICONE PATCH
8.
995
70995
GASKET(BETWE EN THRESHOLD & FRAME JAMB)
9
996
70988
GASKET (BETWEEN HEAD & FRAME JAMB)
10 952A
6533016
FILLER EAD ADAPTER
11
11000
611000M
OUTSWING THRESHOLD
12
1670
671670
WSTP, .350 RD FOAM FILL _T -SLOT AMSBURY#32011)
13
11004A
811 M
OUTSWING THRESHOLD CHANNEL COVER
14
11001A
-11-069-411002A
411001A
ACETAL SPACER .065 (INHOUSE INJECTION MOLDED)
16
99 19LA85,
1311 MI 110 - 3118" TP,1/4" AIRSPACE, 1! H3, .90 P _ B, 316" HS
AC AL SPACER.095 (INHOUSE INJECTION OLD
16
11003A
411003A
ACETAL SPAC R .140NHOU E INJECTION MOLDED)
20 9160
0380
F JAMB (OUTSWING)
21
1010
8 300
WS .,Q-LON .190 X.375 HIGH
6608.
66808M
REINFORCEMENT. 1.000 X 2.750 X 0.650, 6051-76
23
140
TKI1 PPSATS #0 X 1=0 PH SQ A TIS
24
Mr__
71048 --KE
JAMS SCREW COVER CAP
25 930 "
417219
LATE INSERT
29-1118
71OX34PFA
#10 X.760 PH. FL. SMS
27 7-(T)O—
57010K
BULBWEAVERSTRIP.1 7 X.300 HIGH
30 9100
6910
OR A EL, & BOTTOM RAIL
31
911E
sell
DOOR PANEL,
32 917
7FRM0
HINGE EXtRUSION
33
1178
_91W -180378M
71058FP W,B
#10X.626 PH. FL SMS
34
TRUSS CLAMP
35
1130
6TRODA
6116-18 THREADED ROD
38
0
7990 A
6196-18 FLANGED HEX NUT
37 1914A
60370M
WEATHERSTRIP CHANNEL
36
7834FPT
#8 X.76 PH. FLTEK
39
997
70997
GASKET (BETWEEN PANEL HEAD/ ILL & PANEL STILES
40
1023
679240
WSTP., .187 X.250 HIGH, FINSEAL
4
92T--4-150—
SLIDE 13OLT ABBY. ( C PANEL ONLY)
42.
1145
6X12FPAW
4 X.500 PH FL SMS TYPE BDS
43
1212
7P30
SILL DUOT PLUG (INACTIVE PNL)
44
983B
6983
DOOR PANEL ASTRAGAL 1 OUTSWING
b
9848
8884
DOOR PANEL ASTRAGAL 2 (OUTSWING)
46
1213
6Q2WKWB
IP.,Q-LON .190 X.200 HIGH
47
929
74UBLOK
LO K SUPPORT ASSY. (41707 & 41708)
48
1139
7634F
#5 X.760 PH. FL SMS •
49 982
D2PTAY
2 PT. LOCK ASSY.
50
611180FS
RUBBER SLEEVE •
61
930
41721
ISTRIKE PL INSERT INACTIVE PANEL) ob
52
931
7F SPX
IDEADBOLT STRIKE PLATE
63
11116
710X34PFA
1#10X.760 PH FL. SMS
64
1957
70967X
IHANDLE STRIKE PLATE • • •
55
11118
710X34PFA
1#10 X.750 PH FL. SMS • •
0
ITEM
DWG # PGT#
DESCRIPTION
60
D 6920D
SIDELITE HEADER
W
921D 6921
SIDELITE SILL
82
016B 60381
SIDELITE JAMS
-9-4166
781PCkA
#8 X .000 QUAD PN. SMS
648
7998
HEAD GASKETS (STOCKING #70998) "
66
. 9 7990
SILL GASKETS STOCKING 0999)
86
034A 61641M
SIDELITE JAMS ADAPTER
67
;
#12 X 1.000 SHEET METAL SCREW
70
712863K
$ETTIINfl BLOCK, 32" X 1/4" X 1" W SA, 86 +/-6 DURO.
71
71287K
SETTING BLOCK, 1/16" X 1/2" X 1" W/PSA, 85 +/ DU O.
72
84222
BEAD, 7/1
73
Zg 8988
BEAD, 3/6"
74
7B 87
EA , 13116" IG
90
ODURAK14
1/4" DURAS5AL IG SPACER
81
WT -P248
BULB, THIN (USED IN E . UDED 5EAD)
92r
BEAD,I
93
224 247
BULB, THICK (USED IN EXTRUDED BEAD), 66 +/-1 5URO.
94 .
95
NG SI N , OR
LA , 3/ I -1/8" A, . PV 11 H$
$
96
97
98TLASS,
LA 9, 318" 1.1/
LABS, 7/1 MI . 311W
711W LAMI •
MS. .90 , 3/1 HS
&.60 PVBj 3flW HS
1 , :90 VB; 311W H8
99 19LA85,
1311 MI 110 - 3118" TP,1/4" AIRSPACE, 1! H3, .90 P _ B, 316" HS
103 JOFF-TM
SHELFD
DOLT LOCK
.504--y
rl 360
.055--b-+f
13 OUTSWING THRESHOLD
CHANNEL COVER
6083-T6
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2.980
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• • • • 1n1 : 9E" • • • 6 S E TMIE 7 SHT. 9 'E'• • • 4XAM1D8E (# A/dCYO A FOR A 71 3/4"x 83 3/4" 70C DOOR.
• • 19 833/ E LITES (SEE SOLUTION AT RIGHT)
NOTES: •• •op• •• • •
1. APPROVED ANCHOR TYPES ARE: 1.1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX MASONRY ANCHORS 3. #12 SCREWS
2.ANCHOR QUANTITIES ARE BASED ON SPACING AS FOLLOWS (3" MIN. O.C. FOR CONCRETE: SEE EXAMPLE OXXO ANCHOR LAYOUT ABOVE.
JAMBS (ALL): 13 1/4" MAX. FROM CORNERS AND 23 1/8" MAX. O.C. . . • • • • • • • .
HEAD & SILL OF DOORS: 6" MAX. FROM CORNERS, 9" MAX. FROM ASTRAGAL CENTERS AND 29 7/8" MAX. CIC. • • •
HEAD & SILL OF SIDE LITES: 6" MAX. FROM CORNERS AND 24 3/4" MAX. D.C. • Air • • • • .
3. TO DETERMINE ANCHOR QUANTITIES FIND THE CONFIGURATION ABOVE THEN REFER -#;THE ROPF�V T4tS ON SHEET6_ •
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LOCATION.
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ANCHOR LOCATION,
EQUALLY SPACED AS
REQUIRED PER TABLES
3.7 ON SHEET 9.
EXAMPLE
ANCHORAGE SOLUTION
FOR A CONCRETE
OXXO INSTALLATION
A. 19'x 83 3/4" SIDE LITES "B" AND
"E" ZONE ANCHORS FROM
TABLE 7, SHEET 9.
PLUS;
B. 713/4" x 83 3/4" XX DOOR ZONE
"F" ANCHORS FROM TABLE 4,
SHEET 9, EACH "F" ZONE.
SEE ENCIRCLED VALUES, SHEET 9
SOLUTION:
TOTALS (4) TYPE 1 OR 2 ANCHORS
EACH JAMB AND 2+5+5+2 = (14)
TYPE 1 OR 2 ANCHORS AT HEAD
AND AT SILL.
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EXAMPLE ABOVE A
complying with ft
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TABLE 4. XX DOORS QD
TABLE 8.0 SIDE LITE ®
ITABLE 6. XO & OX nD
TABLE 7. OXO. XXO. OXX
•
(ALSO X DOOR OF XO & OX)
& OXXO D
GLASS TYPES A, S. C, D, E
ANCHOR TYPE
& SUBSTRATE 2,3, WOOD 1,2, CONC
GLASS TYPES A, B, C, D. E
ANCHOR TYPE
& SUBSTRATE 2 3, WOOD 1,2, CONC
GLASS TYPES A, S, Q Q. E
ANCHOR TYPE
& SUBSTRATE 2,3, WOOD 1,2, CONC
GLASS TYPES A, B. C, D, E
ANCHOR TYPE
& SUBSTRATE 2,3, WOOD I 12, CONC
GLASS TYPES A, 0, C. D. E
ANCHOR TYPE
& SUBSTRATE 2.3, WOOD 1,2, CONC
DOOR WIDTHS
X' - 25°XX°
37TO
LOAD ZONES
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LOADZONES
DOOR WIDTHS
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83.7
87.7
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83.76
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4 1 4 1
4 1 4 1
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12.76 x 79.75
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4 2
27.50 x 79.76
6 2 7 4 2 3
51.76 x 79.76
6 4 7 141 2 1 3
12.75 79.76
4 2( 4 2
12.75 x 78.75
4 2
63.76
87.75
91.76
6 2 7 4 21 3
6 2 7 4 2 3
6 2 7 4 2 5
83.76
87.7::
91.76
5 4 7 4 2 3
4 7 4 2 3
5 4 7 141 2 3
8. 6
87.76
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4 2 4 2
4 2 4 2
83.76
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29.60 x 78.75
83.76
87.76
91.7
86.76
31.60 x 79.75
83.76
87.76
91.76
6 2 7 4 2 6
5 2 8 4 2 3
6 2 8 4 2 3
6 2 8 4 2 5
8 2 8 4 2 5
8 2 8 4 2 5
6 2 8 4 2 3
8 2 8 4 2 6
8 2 8 4 2 5
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95.76
55.75 x 79.75
83 75
87.76
91.76
05.7
59.76 x 79.76
83.7
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6 4 7 141 2 1 3
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95.76
19.00 x 79.76
83.76
87.76
91.7
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21.76 x 79.75
83.75
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95.76
19.00 x 79.76
83.75
87.75
91.75
95.76
21.75 x 79.76
83.75
87.75
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19.00 x 79.75
83.7
87.76
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95.78
21.75 x 79.75
83.76
87.76
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6 2 4 2
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4 2
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33.50 x 79.75
83.75
97.75
87.78
81.75
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36.50x79.75
83.75
87.75
91.75
85.75
37.60 x 79.76
83.76
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7 2 10 4 2 6
6131 8 1413. 3
6131 8 4 3 5
8 3 8 4 3 5
7 3 10 4 3 5
7 3 10 4 3 5
8 3 8 4 3 6
8 3 8 4 3 5
8 3 8 4 3 5
7 3 10 4 3 6
7 3 10 4 3 6
5
6 5
7 5
8 J104
86.7
63.75 x 79.7
83.7
87.76
91.75
95.7
87.76 x70.7
83.76
87.75
81.76
6
1. 79.75
117.7:8
6 5 8 4 3 6
5 6 8 4 2 3
6 5 8 4 3 5
6 5 8 4 3 5
6 5 8 4 3 5
7 6 10 4 3 5
8 6 8 4 3 fi
6 5 8 4 3 6
6 b 8 4 3 6
7 6 10 4 3 6
7 8 10 4
6 5 8 4 3 5
8 6 9 4 3
6 9 4 3 6
95.75
27.75 x 79.78
83.76
87.75
91.75
95.75
38.13 x 79.76
83.76
87.757
91.7:
95.75
36.75 x 79.75
83.75
87.76
5 2 4 2
5 2 4 2
5 2 4 2
6 2 4 2
S 2 4 2
6 2 4 2
8 3 4 3
6 3 4 3
3
7 3 4 3
7 3 40 3
6 3 4
8 3 4 3
7 3 4 3
95.76
27.75 x 79.76
83.76
87.76
91.76
96.75
38.13 x79.76
83.75
w * 87+
•• 91.75
S
38.714c 79.7%
83.76
87.75
5 3
6 3
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m
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a
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85.76
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4 2
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4 2
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27.76 x 79.76
83.76
87.75
61.75
95.76
38.13 x 78.75
83.75
87.76
91.76
95.75
6 3
5 3
5 3
8 3
6 3
8 4
6 4
7 6
7 5
7 5
6 3
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613
8 4
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7 r�
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6 0
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7 5
4 3
4 3
7
3
3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
36.76 z 79.75
83.76
87.7
6 4
6 4
7 6
91.75
7 5
91.76
7 6 10 4 3 6
91.75
7 •3 4 3
9T
6
4 3
�
91.7
7 5
4 3
95.75
7 5
95.75
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96.76
7 4 3
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95.76
7 5
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-APEROMEPANGLLOR TYPES:
1. 114° ELCO TAPCONS
2.114" ELCO SS4 CRETE -FLEX
MASONRY ANCHORS
3. #12 SCREWS (G6)
4. ENCIRCLED ANCHOR
QUANTITIES IN TABLES 4
AND 7 PERTAIN TO THE
EXAMPLE ANCHORAGE
SOLUTION ON SHEET S.
RBNBwRD
S vAth the Florida
M5Jz
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SA 0
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Clj
2X WOOD
BUCK, NOTE 2
13/8'
MIN.
_1314"_ _13/4'
3.4 KSI MIN. CONC. -- MIN E.D. rMIN E.D.
1X WOOD
BUCK, NOTE 2
SHIM MAX.
SHIM
WOOD
EXT. ANCHOR
TYPE 2 OR 3,
NOTE 1
DOOR HEAD (WOOD)
13/8"
1/4" MAX. SHIM MIN.
WOOD
ANCHOR
ON 6 --
STAGGERED STAGGERED
TYPE
20R3,
NOTE
2X WOOD 3.4 KSI MIN. CONC.
BUCK, NOTE 2 it 1X WOOD BUCK, NOTE 2
�.. 1314 y
_ • arJ1I�.E,4....
13/8" MIN. ,
1/4" MAX.
SHIM
WOOD EXT.
ANCHOR
TYPE 2 OR 3,
NOTE 1
►�1 3/4° MIN. E.D.
; 1 3/8" TYPE 1
•' 1 3/4" TYPE 2
1/4" MAX.
SHIM
CONC.
ANCHOR,
NOTE
ID) SIDE LITE HEAD (CONC)
—.-� 1 1/4" TYPE 1 OR 2 (CMU) D:
1/4° MAX SHIM 1 31W TYPE 1 (CONC) -�
•'pt°. ;; •. 1 314° TYPE 2 (GONG)
1014
MIN. E.D.
CONC r•;�:vi(; NOTE1 ! r
ANCHOR
ON ;t% �; A'
STAGGERED WOOD
ANCHOR, ! • '
CENTERS. `' r`i:� O TYPE : Ca.•1.• 131
NOTE 1 1 3/4° MIN. E.D. a ri+
�:;•,..
2OR3,
2X WOOD j EM, 1X WOOD BUCK 1.6 K31 MIN CMU OR 2X WOOD T• NOTE 1
BUCK, NOTE 2 NOTE 2 BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT.
3.4 KSI MIN. CONC.
DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC)
WOOD ANCHOR TYPE 2 CONC. ANCHOR,
OR 3, NOT$1 A r Kl
WOOD ANCHOR, TYPE 2 OR 3 NOTE 1
CONC. ANCHOR, NOTE 1 1X WOOD
T BUCK, NOTE 2
!m. 1/4" MAX. EXT. NOTE 3 1/4" MAX.
1/4" MAX,
SHIM SHIM
1 318" TYPE 1
1318 MIN. `" °• y = :
139' TYPE 2 0 1 318" MIN.
`2X WOOD BUCK, NOTE 2
DOOR SILL (WOOD)
' 1 3/4" , 3.4 KSI MIN, CONC.
j
IN. E.O.
DOOR SILL (CONC)
2X WOOD BUCK, NOTE 2 J
SIDE LITE SILL (WOOD)
3.4 KSI MIN.
CONC.
MAX.
N
ME 1
314° TYPE 2
r+ 1314" ---••1
MIN. E.D.
SIDE LITE SILL (CONC)
1.6 KSI MIN. CMU OR
3.4 KSI MIN. CONC.
MIN. E.D.
— . ° s
NOTES: INSTALLATIONS _ _
1. FOR CONCRETE 01R/4" i DjEfNrp E ft 4
, USE ONLY FROM.CCENTER �W1•i
1 3/8° TYPE 1
_
•
1 3/4" TYPE 2
_
•S9'
OFANCHORRTTQ C
CRETE -FLEX MBED ED 1 4MIN. (TYPE 2).DTHE MINIMUM DISTANCE TIP OR WOOD INSTALLATIONS USE
•�'Efr � • •t9
o
��`{c ..........
' '
• •
#12 SCREWS, G6 (TYPE 3) OR ELC01/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 13/8" MIN. E2. • • • • • • • • •
2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIOYAL IF IS•IW�AttED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
—1/4" MAX.
�,Q ,• „( .,2uj ;
N
WW
DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TOB EN INE�EU RBi bTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION
EXT.
s •,
: z p, ° • Z =
a
SHIM
_
a
4
•
3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED, IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS)
• •
g
CONC.
EXT.
2 ., g`
•.� i• • • • • •• i i
000
ANCHOR,
•
••• • i•• i• i•• •••
NOTE 1
DOOR HEAD CONC 1 1/4" TYPE 1 OR 2 (CMU)
(CONC)
_ _ 1 3/8" TYPE 1 (CONC)
SIDE LITE HEAD (V
I" MAX. 1 314" TYPE 2 (CONC)
SHIM 1/4" MAX. SHIM
r" •�'' •• 314° MIN. E.D.
♦•—� 13/8"MIN.
;•---�-
CONC.
'
ANCHOR,
�.. 1314 y
_ • arJ1I�.E,4....
13/8" MIN. ,
1/4" MAX.
SHIM
WOOD EXT.
ANCHOR
TYPE 2 OR 3,
NOTE 1
►�1 3/4° MIN. E.D.
; 1 3/8" TYPE 1
•' 1 3/4" TYPE 2
1/4" MAX.
SHIM
CONC.
ANCHOR,
NOTE
ID) SIDE LITE HEAD (CONC)
—.-� 1 1/4" TYPE 1 OR 2 (CMU) D:
1/4° MAX SHIM 1 31W TYPE 1 (CONC) -�
•'pt°. ;; •. 1 314° TYPE 2 (GONG)
1014
MIN. E.D.
CONC r•;�:vi(; NOTE1 ! r
ANCHOR
ON ;t% �; A'
STAGGERED WOOD
ANCHOR, ! • '
CENTERS. `' r`i:� O TYPE : Ca.•1.• 131
NOTE 1 1 3/4° MIN. E.D. a ri+
�:;•,..
2OR3,
2X WOOD j EM, 1X WOOD BUCK 1.6 K31 MIN CMU OR 2X WOOD T• NOTE 1
BUCK, NOTE 2 NOTE 2 BUCK, NOTE 2 1X WOOD BUCK, NOTE 2 EXT.
3.4 KSI MIN. CONC.
DOOR JAMB (WOOD) DOOR JAMB (CONC) SIDE LITE JAMB (WOOD) SIDE LITE JAMB (CONC)
WOOD ANCHOR TYPE 2 CONC. ANCHOR,
OR 3, NOT$1 A r Kl
WOOD ANCHOR, TYPE 2 OR 3 NOTE 1
CONC. ANCHOR, NOTE 1 1X WOOD
T BUCK, NOTE 2
!m. 1/4" MAX. EXT. NOTE 3 1/4" MAX.
1/4" MAX,
SHIM SHIM
1 318" TYPE 1
1318 MIN. `" °• y = :
139' TYPE 2 0 1 318" MIN.
`2X WOOD BUCK, NOTE 2
DOOR SILL (WOOD)
' 1 3/4" , 3.4 KSI MIN, CONC.
j
IN. E.O.
DOOR SILL (CONC)
2X WOOD BUCK, NOTE 2 J
SIDE LITE SILL (WOOD)
3.4 KSI MIN.
CONC.
MAX.
N
ME 1
314° TYPE 2
r+ 1314" ---••1
MIN. E.D.
SIDE LITE SILL (CONC)
1.6 KSI MIN. CMU OR
3.4 KSI MIN. CONC.
MIN. E.D.
— . ° s
NOTES: INSTALLATIONS _ _
1. FOR CONCRETE 01R/4" i DjEfNrp E ft 4
, USE ONLY FROM.CCENTER �W1•i
•
•
I
I-
�,�t,Ilttr,
Al/����,
•
OFANCHORRTTQ C
CRETE -FLEX MBED ED 1 4MIN. (TYPE 2).DTHE MINIMUM DISTANCE TIP OR WOOD INSTALLATIONS USE
•�'Efr � • •t9
•
��`{c ..........
' '
• •
#12 SCREWS, G6 (TYPE 3) OR ELC01/4" SS4 CRETE -FLEX ANCHORS EMBEDDED 13/8" MIN. E2. • • • • • • • • •
2. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1/2" THICK. lx WOOD BUCKS ARE OPTIOYAL IF IS•IW�AttED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS
•
�,Q ,• „( .,2uj ;
N
WW
DEPICTED AS 2x ARE 1 1/2" THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TOB EN INE�EU RBi bTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION
• •
••
s •,
: z p, ° • Z =
a
(AHJ).
_
a
4
•
3. IF SILL IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED, IF USED, NON -SHRINK, NON-METALLIC GROUT (3400 PSI MIN.), (DONE BY OTHERS)
• •
g
,
°
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SiftL9, AND TRANSF116SHEAR&OAD TO SUBSTRATE. IF SUBSTRATE IS
WOOD, 30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBS E, OR AS AtPR4:VED BY iHIDAli ORITY HAVING JURISDICTION.
2 ., g`
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000
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