WS-15-276Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-227839 Permit Number: WS -2-15-276
Scheduled Inspection Date: April 01, 2015 Permit Type: Windows/Shutters
Inspector: Rodriguez, Jorge b Inspection Type: Final
Owner: LEWIS, PETER Work Classification: Window/Door Replacement
Job Address: 1448 NE 104 Street
Miami Shores, FL
Project: <NONE>
Contractor: THE HOME DEPOT AT HOME SERVICES
comments
Phone Number
Parcel Number 1122320320300
WINDOW REPLACEMENT - RETROFIT 3 IMPACT GLASS ------
INSPECTOR COMMENTS False
Phone: 954-979-2137
March 31, 2015 For Inspections please call: (305)762-4949 Page 5 of 36
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
March 31, 2015 For Inspections please call: (305)762-4949 Page 5 of 36
fo - % qh��ts
BUILDING
PERMIT APPLICATION
Miami Shores Village CRI
Building Department FEB6120151
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972 BY
INSPECTION LINE PHONE NUMBER: (305) 762-4949
FBC 2016
Master Permit No. Ws
BUILDING ❑ ELECTRIC ❑ ROOFING
Sub Permit No.
❑ REVISION ❑ EXTENSION RENEWAL
r-IPWMBING [:]MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: 11+0 NI✓ 10+ 5T
City: Miami Shores County: Miami Dade Zia:
Folio/Parcel#: _ / I " 2 73A - Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Aelee &W15 • Phone#: j '2V —zzaI
Address: L4 6 COQ- ,-7'
City:
Tenant/Lessee Name: (�
Email: 'q *
CONTRACTOR: Company Name:
Address: A90 Cumber
city: A?
Qualifier Name: & U?,
State: %% zip: 331.3P
95¢ 93(a—Orp J
64 rp:.ZW
State Certification or Registration #: CRC D Certificate of Competency #:
DESIGNER: Arc itect/Engineer: A64 Phone#:
Address: %4 /A- City: State: Zip:
Value of Work for this Permit: $ Square/Linear Footage of Work: ;i AT—
Type of Work: ❑ Addition ff Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work:
Specify color of col/or^^thru tile: d A,
Submittal Fee $_�- lam' Permit Fee $ k 30 ' CCF $ CO/CC $
Scanning Fee $
Radon Fee $
DBPR $
Notary
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $
(Revised02/24/2014)
Bond $
TOTAL FEE NOW DUE $ OD
r
Bonding Company's Name (if
Bonding Company's Address
City
A-
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
N A,
State
1111 1 IN IN
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be appry d and a reinspection fee will be charged.
Signature Signature
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
.20
Zi day of � A%iO& 20 `� by 21 day of " �' t� by
L� who is personally known to ° /fpMltlllE! who is personally known to
me or who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY UBLIC:
Sign: Sign:
Print: • :, E M BURN Print:
t.
Seal: C0MMWSlOIN N L X1591§ ,11, "01
- _ —y I IRE
DeCerYlbOr 08, 2016 Seal
APPROVED BY ( Plans Examiner Zoning
(Revised02/24/2014)
Structural Review Clerk
JOB# 8014347
THE HOME DEPOT -AT HOME SERVICES
WINDOW AND DOOR INFORMATION SHEET
Name
Lewis
Opening
Location
No
Location
Corner
Zone
or
PRODUCT
ACCEPTANCE
NUMBER
APPROVAL
APPROVED
PRESSURE
Style (+) PSF (-) PSF
REQUIRED OPENING
DESIGN PRESSURE
Window Opening
Dimension
MULTIPLE
WINDOW
MULLION
REQ.
ARE
SHUTTERS
REQUIRED
(+) PSF (-) PSF
Wdth IN Height IN
1
4
11-1114.06
SGW 60.00 70.00
40.10 43.40
73 51
N/A
NO
2
4
11-1114.06
SGW 60.00 70.00
40.10 43.40
1
51 37
N/A
NO
3
4
11-1114.06
SGW 60.00 70.00
40.10 43.40
73 63
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
iKolal
w
all
0
W
. ...
.
.
...
•
iKolal
w
all
0
W
A
co
WINDOWS DIAGRAM SHEET
Job
IV; 6 -7 m CustoL6—zj,.>)4
—err: Consul
SYPBOLS
. . . . . . . . . . . . . .
................. .
...........
. . . . . . . . . . . . . . . . . . .
............
.................. .......
. . . . . . . . . . . . . .
. . . . . . . . . . . . .
. . . . . . . . . . . . .
. . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . .
FRoNr
Note* 1) indifte I rsl i 2nd,.W FW of home at lop of template; 2). creata outline of house and indicate all windows, doors, and rwrns,•
3) number th; wif'd"8 to be replaced with coffesponding number ffo� Spec $hew
WrAow 0180TIT
:61
1
DO"
FLORIDA BUILDING CODE 2010 - ASCE/SEI 7-10 - WIND LOAD TABLES -170, 176 mph - Enclosed
Building with mean roof height less than or equal than 60 Feet - EXPOSURE C AND D
WIND PRESSURES IN PSF
••ou x= r of rrY - EXPOSURE C
WIND PRESSURES IN PSF
175 MPH VELOCITY - EXPOSURE C
Building
Height
Roof Slope less than
10 degrees
Roof Slope greater
than 10 degrees
Positivel Negative
Positive
Negative
Positive Negative
z4 & z5 z4 z5
z4 & z5
z4 z5
z4 & z5 z4 z5
0-15
36.7
39.7 48.9
40.1 43.4 53.6
16-20
39.0
42.2 519
42.6 74i 2 57.0
21-30
42.4
46.0 56.6
46.3 50.2 62.1
31-40'
45.1
48.8 60.1
49.2 53.4 68.9
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
SWAPLE
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
Roof Slope greater
than 10 degrees
Positivel Negative
Positive Negative
. Negative
z�z5. z5
z4 & z5 z4 z5
0-15
56.0
4 5. 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 7Z.8
41-50
51.8 56.1 69.0
56.6 61.3 1 75.7
51-60
53.4 57.8 71.2
1
58.4 63.3 1 78.2
LOCATION
MWLE
BROWARD COUNTY, PALM BEACH AND
OTHER COUNTIES
GENERAL NOTES: -
I- THESE TABLES ARE APPLICABLE ONLY TO CALCULATE THE WINDLOAD FOR COMPONENTS ANC ^' aDOfNG /HURRICAN�RS fMNDOWS
000RS1 ApPLICABL.E TOA SPECIFIC PROJECT. THE CONTRACTOR MUST PROPERLY SELECT THE DESIGN PRESSURE ACCORDINGLY WITH In-
CONDITION
HTCONDITION AND THIS INFORMATION BE VERIFIED BY THE CITY AUTHORITIES.
2- PLEASE, NOTE THAT A SPECIFIC PROJECT CONDITION IS NOT ANALYZED OR CERTIFIED BY THIS ENGINEER THE SIGNATURE AND SEAL INDICATED ON
IS DRAWING IS ONLY APPLICABLE TO THE GENERIC WINDLOAD CHART BASED ON ASCE 7-10 PUBLICATION RED BY THE CITY
3- DO NOT USE THIS SHEET IF THE SITE CONDITION IS NOT COVERED BYTHE TABLES OR A SITE SPECIFIC EVALUATION IS REQUI
TH
OFFICIALS. osure B _
size of single family dweftgs.
4- ExpOSURE B (Section 26.7.3) - Urban.. suburban and wooded areas andother terrain with numerous ft exp spaced oestrus in theupwind edirection for a distancereater
For building c= 30ft exposure B prevails in the upwind direction for a distance greater than 1500 R For C whenilding > buildingLg located in Exposure B
than 2600 ft or 20 times the building height, wlchever is greater. 1 e� obstBaiIed on the r Bctions withwith heightHVHZ, use s 30 , open country and grasslands. Exposure C will apply when exposure D
S- EXPOSUR;etsaeae;. i • -gl l ""
and B do not apply.O • • • •� - V ju4 • � and water surfaces prevails in the upwind direction for a distance greater than 5000 ft or 20 it es; the building
6- EXPOSURE � jSeetP6fs26•7.
height, whichever is greate• r• • • • • •• • • �U be Impact resistant lazing or protected with animpact resistant covering.
7- BUILDING CONSIDERED ENCLOSED - AD glazing P 9
a- ULTIMATE WIND SPEED - V=170 MPH,175 MPH
9- TOPOGRAPHIC WTOR Kit' 1 -(FLAT TFRFA •
10- DIRECTXr*jjT _FACTOR KI =0.65rftd DjI;&d4al1Y Factor) s
19=7RIBlIT�FiY•AREA 1060F•• • • • • • •
12- EDGE SVj1e (a)::1% sma" 8f 14-r of the WhAzIntal dimensicn or 40% of the Mean roof height, but not less than the larger of 4°7a of the least horizontal dimension or
3R
Or
•
Roof Slope greater
than 10 degrees
Positive
. Negative
•
z4 & z5
•
•••
•
•
48.2 59.3
•
•
46.8
55.4 68.5
21-30
50.2
•
••
•:
•••
W62.41
�•
••
54.9.0
65.0 80.2
51-60
•i•
67.1 82.9
WIND PRESSURES IN PSF
175 MPH VELOCITY - EXPOSURE D
Building
Height
Roof Slope less than
10 degrees
Roof Slope greater
than 10 degrees
Positive
. Negative
Positive Negative
z4 & z5
z4 z5
z4 & z5 A. z5
0-15
44.5
48.2 59.3
48.6 52.8 65.1
.16-20
46.8
55.4 68.5
21-30
50.2
.8 59.4 73.4
31-40
52.8.6
W62.41
62.5 77.1
41-50
54.9.0
65.0 80.2
51-60
56.6-9
67.1 82.9
LOCATION
MIAMI-DADE COUNTY
RaoR Stape E N G C O; Inc.
Engineering Services - CA 8116
214 1 5595 Drive 201
a DAVIE - RIDA 33314
I Z4 chi , Tel: (954) 304
gra a � 1 a rEROOF�E-nat P-A01
HIC
JAN 19 2015
a<=BW x0.1 ora<=hx0.4
BW less or equal than BL
a must riot be less than
a=3feet ora=0.04xBW
PEDRO DE FIGUEIREDO
PE52609
NOT VALID W/OUT SEAL
3/6/2012
MAW MIAMI -DADS 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) www.miamidade.eovWera/
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 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 Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series 11HR--510" White PVC Horizontal Roller Window - L.M.I.
APPROVAL DOCUMENT: 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., 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 Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, 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 NOAt failure
to comply with any section of this NOA shall be cause for termination and removal of NOA. *see
"• • • •
• i • •
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade Co top,dnty, Olori�c�t, and....:.
followed by the expiration date may be displayed in advertising literature. If any po�gn of the JNOA is :. • •
displayed, then it shall be done in its entirety. .... • •
INSPECTION: A copy of this entire NOA shall be provided to the user by %o •manufactaw or its • • : • • -
distributors and shall be available for inspection at the job site at the request of the Batlotttg OffieW : • • goes* o•••
This NOA revises NOA No. 09-0901.07 and consists of this page 1 and evidence gags E-1 aAJ P-02, as • • • •
. •
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon P. E. •
...•..
•. •
to • .
NOA No. 11111A.06
Expiration Date: February 17, 2016
Approval Date: February 09, 2012
Page 1
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. FTL -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.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 0i/ti/17.
F. STATEMENTS •..' •• •.
1. Statement letter of conformance and compliance with the FBG -200? (wil tk 2009" •
supplement) and FBC-2010, dated 10/25/11, signed and seA,&;Iy Anthon+ Lynn ; • • • •
Miller, P. E. .....
2. Statement letter of no financial interest and independence, date4=5/1I, sigo and •• ••
sealed by Anthony Lynn Miller, P. E. ..' .. • • • • "
Ci
•' .....
•s••••
040a&D. Gassoa� � E. •
Product Control Section §apervLor
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 York 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. 09-0941.07)
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 Window-L.M.I., approved on 02/17/10 and
expiring on 02/17/2015.
Jaime D. Gascon, � E.
Product Control Section Supervisor
NOA No. I1-1114.06
Expiration Date: February 17, 2016
Approval Date: February 09, 2012
E--2
••••
......
. ..
......
0.000•
•
• •
0000
0000
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• •
• •
0000
0000
•0.0•
• •
0000••
0000
0000•
•• ••
00 •
0000••
••••••
•
•
• •
0 •
0000••
•000••
• •
0
• •
• • •
0000••
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Jaime D. Gascon, � E.
Product Control Section Supervisor
NOA No. I1-1114.06
Expiration Date: February 17, 2016
Approval Date: February 09, 2012
E--2
® IMPACT -RESISTANT HORIZONTAL ROLLER
BOX FRAME AND INTEGRAL FIN WINDOWS
GENERAL NOTES:
1. GLAZING OPTIONS:
l2 5/8" MAX. TYP.
A. 7/8" IG -5/10° H/H - SGP + 71161 - AIR + 1/81A CAP
B. 7/8" IG -5/18" H/H - SGP + 7/161 - AIR + 1/8"T CAP
O
2. CONFIGURATIONS: XO AND OX
0
• •
•'.
• 61/R"WAX• •
3. DESIGN PRESSURES: +601-70 PSF (ALL GLASS TYPES LISTED)
14NNN 1111(
�� pC� .•• "'••.�Fp ii
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE
•:
:•:::81 '
BOX FRAME
B. POSITIVE DESIGN LOADS BASED ON WATER TEST
O
PRESSURE AND GLASS TABLES ASTM E 130002.
3T !6
4. SHUTTERS ARE NOT REQUIRED.
6. ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS
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
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, #10 STEEL SCREW (G6)
2,311(r ELCO ULTRACON.
0. REFERENCES: TEST REPORTS FTL-5916; ELCO TEXTRON NOA
07.0426.01; 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 IHVVHZ).
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
DONE BY OTHERS.
10. MATERIALS USED FOR ANCHOR EVALUATIONS WERE
SOUTHERN PINE, AND CONCRETE MASONRY UNITS
COMPLYING WITH ASTM C-80.
TYP'
21/
TYP.-1-�--+—I
TYP.
Design Pressure Rating I Impact Ra6rrg
+ 601.70 PSF Large and Sind Missile Impact
cv�nm�n.a�w,er®mct
+ 80 /- 70 PSF Large MIss11e Impact only
(WtmoaRnl2't9 ticmm
GENERAL NOTES....................................1
ELEVATIONS ............ .......-....................... 1
GLAZING DETAILS ............... ........... _....... 2-3
SECTIONS, I.F. FRAME ............................4
SECTIONS, BOX FRAME... .................... 6
PARTS LIST ... ... _..... ... .......... ......... ....... 6
EXTRUSIONS ......................-.................... 7
ANCHORAGE SPACING, BOX FRAME .. 8
ANCHORAGE DETAILS, BOX FRAME.....9
ANCHORAGE DETAILS, I.F. FRAME ....... 10
INTEGRAL FIN
MAX. SIZE = 77 X 82"
73" MAX
32 9110 FIXED DLO WIDTH
32 314 VENT DLO WIDTH
�0
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
X
O
1111111
• •
•'.
• 61/R"WAX• •
o
14NNN 1111(
�� pC� .•• "'••.�Fp ii
•:
:•:::81 '
BOX FRAME
*.�-
• • 000
4 16°
• • • • SEE SHEET 7 FOR
ANCHOR REQUIREMENTS
WU1X O,C, --
312E = 73° X 82"
ll
= 56705
o
_ * ' N� W::
81/2° Max
Lu
�)II •
JJ 10117111 B
FBC201000DECMMGE• •
• •
1600 •
9070'I�HIi610BY WiIyE
:•oKomlg,l 6
YOKQNaS,f134Z7A
ELEVATIONS & ANCHORAGE
��
O ''•., F1 pR\0 :
A. LYf�Ptl MILER, P.E.
P Loam
r.F 7111WI0 a rides Pa chars tplealroln
VIn Holz Roller Wlndow.lm-msistant
•frame
tre�af• ams as. •
JA 08/12169
� m.uaxw wa
rarefo NTS 1 -10 51812 B
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
F•1
EXTERIOR
OPTIONAL
FLANGE
7/8° OVERALL GLASS NOMINAL
/18" LAMI GLASS NOMINAL
/8° HEAT STRENGTHENED GLASS
7/18° AIRSPACE
It090 DUPONT
1/8" ANNEALED OR SGP INTERLAYER
TEMPERED GLASS
/8° HEAT STRENGTHENED GLASS
1/2" NOM.
(LASS SITE
the 1Mrlda
1.11
•••
• • • • • ; ;
;
.' .7/¢" W•I.G. GLAZING DETAIL\��pNV
LYNN aj/''�i.
/4.
•
•
gV14H:Fi/!6•LAMI GLASS AND 1/8" CAP
-LAM
�'.' ��ceNSF
%,
• • • • •
• •
• • • • •
No. 58705
•
• •
•
O�` 'a Fr • ' ��4
.FiS • • ... • 1 ,
dJ X17/11 B NO CHANGE THIS 9Fl ET • • • •
+mo>Ne aer owvE
rrexoee� Fl ai27e
^
GLAZING DETAILS -BOX OR FLANGE FRAME
J.R.Wl
A Che teas n7�te 046 title! • • •
,�
.01/18/10
,
••
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•X'IN
•
Vln J Horiz. Roller Mndow, !m act resistant
LE
''�,S/(G�
•••
. ..
.
. .
N6K 8x.84274
�®
��`�
�N�� ��A��
0. LYNN MLLLER, P.E.
— — — �"
-
rR g ;M
rmalo 1:1 2 10 5181-2 8
P.E.#W08
•••
•
•
• •
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•
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•
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•
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•
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•
•
•
•••
•
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.-0
7/18"
1/8" ANNEALED
TEMPERED GV
EXTERIOR
OPTIONAL
FLANGE
OVERALL
SS NOMINAL
'LAMIGLASS
IINAL
HEAT STRENGTHENED GLASS
80 DUPONT
OP INTERLAYER
V HEAT STRENGTHENED GLASS
1/2" NOM.
(LASS SITE
RHVIBBD
8 w$h fiw Ftmlda
40 11 .11
•••
• • • • •
18.0 LAM I.G. GLAZING DETAIL
LYNAI ;��� �•,,�
•••
•. .; . •;
;N4TIS,;LAMI GLASS AND 1/$" CAP
\����`oNy
.� �� VIGENS�c '•:A$
• • • • • • •
• • • • •
* No. 58705
*
O'
tc
1 17/11
NO CHANGE 71!13 9F1 • • •
•
• •
• • • •
t0707ER.HPISLO& DRIVE
•
tNG DETAILS - INTEGRAL FIN FRAME
+� --
-�0,�' :a �A-;,
•'•G\`�
'
• •
Ch tesameRe • •
J. 01/18/10 A
,d
•
•
nEKonn F6�b27b
;
••
• •
Vin / Horiz Roller Window, Impact reals
,
ZONAL
''�,SZ1/O��
••
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•
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N•KOMIS.Il34274
•
Bba+aeaau saw saaec meta No. - sm
rraato 1:1 3 m 10 5191-2 8
��N��`LA��,
/L LYNNI0.oLLER P.E.
P.E.0 WM
OrAm-�: aa:
J.R. p 2W
Oe[x
•••
•
•
• •
•••
•
•
•
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•
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•
•
••
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•
••
••
•••
•
•
•
•••
•
•
DETAIL A DETAIL B DETAIL C
LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION
NOTES:
1. N8 x 112 FL SMS, LOCATED AT 410
FROM EACH END AND AT 16° O.C.
2. #8 x 318 FL SMS, LOCATED AT 4112°
FROM EACH END AND AT 18° O.C.
3.98 x 112 FL SMS, LOCATED AT 4 IW
FROM EACH END.
4. CAM LOCKS:
(2) AT r EACH END
6. WEEPHOLES ARE VX 3116°. SEE
SHEET 1 FOR LOCATIONS.
IJOT WELD t; liEMSSUBLY
• • 000 IINTEbRAL h9•
FRI
EXTERIOR
SEE NOTE
SEE NOTE 6
DETAIL E
SILL SECTION
DETAIL D
HEAD SECTION
CROSS SECTIONS - INTEGRAL FIAT
• • • • • ';n�6ico"ams°Rn� me
. .. . . . - VlnW Hork Roller Mla w, Impact -resists
HWIG —1.2 4 10 - 5191-2
•••
•
•
• •
•••
•
•
•
• •
•
• •
•
•
• •
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
NOTE 3
LYNN
� �• , L\CENSLc , .f� i�
* ' No.58705
�� 6 • tl •'��:
0 '• 3TA EOR '
A. LYNN�L71LlER, RE
P.E.@88708
DETAIL A DETAIL B DETAIL C
LEFT JAMB SECTION MEETING RAIL SECTION RIGHT JAMB SECTION
NOTES:
1. #6 x U2 FL SMS, LOCATED AT 41/2°
FROM EACH END AND AT 16.O.C.
2 #3 x 3/8 FL SMS, LOCATED AT 4117
FROM EACH END AND AT 16.O.C.
3.08 x 112 FL SMS, LOCATED AT 41/7
FROM EACH END.
4. CAM LOCKS:
(2) AT 7- EACH END
S. WEEPHOLES ARE PX 3/18-. SEE
SHEET 1 FOR LOCATIONS.
EXTERIOR
EXTERIOR
SEE NOTE
DETAIL D
HEAD SECTION
NOTE
o Florida
+lI
SEE NOTE 6"° ""'°""""`�."'°""w `
10
SILL
DETAIL E
••• ••i i i ••• i i ••• `�� `Ott...
SEC TI N4YNN
• •• . • • • • . 1T,.• EN F•
.......
f LOT 91tEL�D L�PItEB9gSSellraBLY ��..• �,c s
• • • • •• • No. 58705
tBOX-FRAME) 2
•
J.J. 10/17/11 B NO CHANGE THIS 9H E} • s • • • a • • , 3, . STA
,wo oarvs CROSS SECTIONS - BOX FRAME FCORIOP• '
J.R. 01H8H0 A No Om s Vds sNBet • • • • • �� ,.m �,ic� S .`•
C`. '' ••....... C�
•WNW, . . a • ; , ,no Vin l Horiz. Roller Window Im d -resistant
omx f�KOlA8, x.3W4 seaarom-eee sale a�,. — A L� MRLER. P.E
JA. oaf;; rarsao 17 S m f0 81812 8 P,F,ggg
•
•
•
s •
•
•
•
•
• •
•
• •
•
•
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•
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•
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•••
•
•
21
13
28 �� 16
15
16
� 34
1 O �vj
a�f
21 11
24
2b
4
PRODUCT PJMSED
as complying wh6 dm Florida
Au6dh* Coda
Aoccplencc No —
Ex `4:" t/�P
4.04 s
Ay
1Q
•• ••• • e • • • •• �� 1/i
• • • • • • • • • � ��` Ny LYNN
or
•• ••• •• • • • •• > No.53705
J.
10/17/71 NOChlANGETH•• • • ••• • �'.,
�+ STA OF ' •'I[!��
107 rEcH I.,„o�; _Drove �� —��--�(— BOM & EXPLODED VIEW � ' .. F�oR�a?.
J.J7 07/78170 A Removed 314" 9s M,imww no..• • •cgbxomz76 1.7N I ,a$ •��tCS+ �J`��
.. • . . . ,� Vin HID& Roller IMndow, l act resistant 711—
��, S!tONA''��_
� R 08H1/08 DR 14bIW1H16 sW4 s. mwiO NTS 8 a ?0 b?8?-2 A/LMPt N � PM
ITEM DWG NO. PART # DESCRIPTION QTY
1 6186 85168 FRAP/E HEAD, 601 AND JAWS (FW ONLY] 4
2 61$8 86189 FRAtJEtf64D,80.LAImJA(uE5(BOXONLYj 4
4 8102 88102 FDCEDMEELAJ6W1@. 1
B fi123 86123 FIXFDMIFETiNORA9.-ALUMQ•l1MREfl�. 1
8 76X1FPAW 8x1°FHTeCH(CAMLOCK,KFEPOi) 4
8- 78X312PPABX SCR 8X31J2°PPTYPEAB(FD(®Mr'6 4
8 71889SP 3300ffiALUM SCReWSl�PORT PLATES 2
10 5138 86138 I�LLeRTRAClt 1
11 6138 Bb138 AHTILU=T 2
12 71D38W WSraLLA116H HOLEPLlXi3 (BOX ONLY) VARIES
13 610b 66105 SASH PRERLOCX RAIL 1
14 8114 86114 PRERLOGK RAD. • ALUMINUM Nom. 1
18 78208SLAW CAM3YVeEP'LOCKS 2
18 78133SLKW CAMSWWEFTPLOCKI0�1R 2
17 1094 81844W VUSTr? .187 x .270 FPI3EAL 1
18 6137 86137 SA&H B� W4LL. 1
19 6114 88114 381E RAL • ALl1MDTIlA{A REPD=. 1
20 1044 81844W VY3TP..187 x .270 flN SEAL 1
21 6100 .86108 SASHTOP&BOTI'OMRA� 2
22 6114 88114 TOP&BOTRNA RAS-ALI$iAPDJM (D��'. 2
23 1044 81044W Vtr3TP..187 x .270 FPI BEAL 2
24 226-1 42112HD ROLLEI9HOLISPXi 2
z6 7BF8M42 BRASS WHEaB 4
28� 7612FW 0x 1/2 FHPI9�62PTSDi3 VARIER
27 7838FW 7 x 3/6 FH PHa. N2Pf S/d3 VARIER
28A BSYUB61V10 7/18° SUP6b8PACBR
288 88VVNilC16 318° Sl�b3PACFR
29A 6112 86112 GLAZING BEAD,1-LRE
7/8° lAlYd LQ. GLASS: 1/8° TEMP7tFD
32A OIJfBOAI'8a-AFi.RPA�-1f8°AM�AI.m-.OBD -
PJB I4IERLAYER- 1/8° ANNEAL®(6H6° 1AM19
718• LAN I.G. fiLA88' 1/8° AMVr�L®
32a Olm30ARD-APffiPACE-1/8°ANt�ALED-.090 -
PVB PiIE78.AYER-1� ANNEALED (6H8° LAAO
34 SCdiEEI 1
3fi WEEP COVERS
•••
•
•
• •
•••
•
•
•
• •
•
• •
•
• •
•
•
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• •
•
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•••
•
•
•
•••
•
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4
37
SEf'fOVOBLOCK
39
Sh.DOI4EDOW 11�
40
21
13
28 �� 16
15
16
� 34
1 O �vj
a�f
21 11
24
2b
4
PRODUCT PJMSED
as complying wh6 dm Florida
Au6dh* Coda
Aoccplencc No —
Ex `4:" t/�P
4.04 s
Ay
1Q
•• ••• • e • • • •• �� 1/i
• • • • • • • • • � ��` Ny LYNN
or
•• ••• •• • • • •• > No.53705
J.
10/17/71 NOChlANGETH•• • • ••• • �'.,
�+ STA OF ' •'I[!��
107 rEcH I.,„o�; _Drove �� —��--�(— BOM & EXPLODED VIEW � ' .. F�oR�a?.
J.J7 07/78170 A Removed 314" 9s M,imww no..• • •cgbxomz76 1.7N I ,a$ •��tCS+ �J`��
.. • . . . ,� Vin HID& Roller IMndow, l act resistant 711—
��, S!tONA''��_
� R 08H1/08 DR 14bIW1H16 sW4 s. mwiO NTS 8 a ?0 b?8?-2 A/LMPt N � PM
ITEM DWG NO. PART # DESCRIPTION QTY
1 6186 85168 FRAP/E HEAD, 601 AND JAWS (FW ONLY] 4
2 61$8 86189 FRAtJEtf64D,80.LAImJA(uE5(BOXONLYj 4
4 8102 88102 FDCEDMEELAJ6W1@. 1
B fi123 86123 FIXFDMIFETiNORA9.-ALUMQ•l1MREfl�. 1
8 76X1FPAW 8x1°FHTeCH(CAMLOCK,KFEPOi) 4
8- 78X312PPABX SCR 8X31J2°PPTYPEAB(FD(®Mr'6 4
8 71889SP 3300ffiALUM SCReWSl�PORT PLATES 2
10 5138 86138 I�LLeRTRAClt 1
11 6138 Bb138 AHTILU=T 2
12 71D38W WSraLLA116H HOLEPLlXi3 (BOX ONLY) VARIES
13 610b 66105 SASH PRERLOCX RAIL 1
14 8114 86114 PRERLOGK RAD. • ALUMINUM Nom. 1
18 78208SLAW CAM3YVeEP'LOCKS 2
18 78133SLKW CAMSWWEFTPLOCKI0�1R 2
17 1094 81844W VUSTr? .187 x .270 FPI3EAL 1
18 6137 86137 SA&H B� W4LL. 1
19 6114 88114 381E RAL • ALl1MDTIlA{A REPD=. 1
20 1044 81844W VY3TP..187 x .270 flN SEAL 1
21 6100 .86108 SASHTOP&BOTI'OMRA� 2
22 6114 88114 TOP&BOTRNA RAS-ALI$iAPDJM (D��'. 2
23 1044 81044W Vtr3TP..187 x .270 FPI BEAL 2
24 226-1 42112HD ROLLEI9HOLISPXi 2
z6 7BF8M42 BRASS WHEaB 4
28� 7612FW 0x 1/2 FHPI9�62PTSDi3 VARIER
27 7838FW 7 x 3/6 FH PHa. N2Pf S/d3 VARIER
28A BSYUB61V10 7/18° SUP6b8PACBR
288 88VVNilC16 318° Sl�b3PACFR
29A 6112 86112 GLAZING BEAD,1-LRE
7/8° lAlYd LQ. GLASS: 1/8° TEMP7tFD
32A OIJfBOAI'8a-AFi.RPA�-1f8°AM�AI.m-.OBD -
PJB I4IERLAYER- 1/8° ANNEAL®(6H6° 1AM19
718• LAN I.G. fiLA88' 1/8° AMVr�L®
32a Olm30ARD-APffiPACE-1/8°ANt�ALED-.090 -
PVB PiIE78.AYER-1� ANNEALED (6H8° LAAO
34 SCdiEEI 1
3fi WEEP COVERS
•••
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•
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•
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•
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•
•
I.F.FRAME
1O DWG #5116
RIGID PVC
FIXED MEETING RAIL
ODWG #5902
RIGID PVC
SASH INTERLOCK RAIL
REINFORCEMENT
14 18 22 DWG #5994
Al 6063-T6
E
R
1.020—►{
1250.083
L 174
T
FIXED MEETING RAIL
REINFORCEMENT
O6 DWG #5923
Al 6005-T6
SASH INTERLOCK RAIL
13 DWG #5905
RIGID PVC
SASH SIDE RAIL
18 DWG #65937
RIGID PVC
SASH TOP/BOTTOM RAIL
21 DWG #65906
RIGID PVC PRODUCrMWISM
PI*o w(W ft Piaide
awe... V.A.
LJ 13� a " �- m4 �4$O/
'�
A60—1NSumi WaPco not .mrti01
210 .880
ttturt
3250 • • • • • • • • • •5 \��� N� LYNM �� iii,
r
BOX ___i I `—• o
� ��'''�\CENS�c•'•�F.Q��:
J DWG Oft • ; ; ; ; ; •; ' G. BEAD ROLLER TRACK/ANTI LIFT ;
RIGID PVC • " " ' ' 09 • IDWG #5112 1 U DWG #5938 = No. 58705
DUAL PVC RIGID PVC = o : t #El
J. 10/17/91 B NO C /S SHEET • • • • • o 13 t:
ar�fj��
J. O1Im7w W.H A A Atap kness Ions removed • • 10 NON "OLOGax �j OURUSION CROSS SEC'nONS ��c•S .,!20R+OP.•''G\?.:
beaddr@►for3tJ.t4°gteas. " ' • • • • P.o.egxtsw �® V11? HOiIZ ROlIBrWiridow impact -resistant /NALt�?`�
R O8f77l08 • • • • • • • NOKONS. FL 34274 X1.'1 �7 a 10 5101-2 B tt LYNN M��� P.E
••• • • • • ••• • •
• •• •• • • • •• ••
••• • • • ••• • •
HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN
PRESSURES OF +60/-70 PSF OR LESS
Head and SIII
WINDOW HEIGHT
24 30 1 36 1 42 1 48 54 60 63
WINDOW
WIDTH On)
ANCHOR
LOCATION
# OF ANCHORS REQUIRED (TYPE 1 OR 2)
24
Head and Sill
2
2
2
2
2 1 2
2
2
5
Jamb
2
3
3
3
4 4
5
5
36
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
6
48
Head and Sill
4
4
4
4
4 4
4
4
Jamb
2
3
3
3
4 4
5
5
60
Head and Sill
5
5
5
5
5 5
5
5
Jamb
2
3
3
3
4 4
5
5
66
Head and SIII
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
6 6
6
6
Jamb
12'3
3
3
4 4
5
5
ANCHORAGE NOTES FOR BOX FRAME:
01. ANCHOR TYPE : 1-3/18° ULTRACON3 BY ELCO (FOR MASONRYSUBSTRATES)
2 - #10 SM SCREWS, GRADER (FOR METAL AND WOOD SUBSTRATES)
MINIMUM EDGE DISTANCE OF 318°.
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWIING DIMENSIONS,
8.8° MAX FROM ALL CORNERS
JAMBS -18.3128° MAX O.C.
HEAD/BILL - 98" MAX O.C.
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
NOTE z
4. ANCHORAGE SHOWN FOR BOX FRAME WITH
64
Head and SIII
4
4
4
4
4 4
4
4
Jamb
2
3
3
3
4 4
5
5
OR WITHOUT
OPTIONAL FLANGE.
6. FOR INTEGRAL NAIL FIN FRAME ANCHORAGE, SEE SHEET 1 & 10.
am
\\` ,j LYNN
* ' No.
pa
•
•
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•
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•
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•
•
•
1812
•
•
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•
•
• •
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•
•
•
•
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• •
•
• •
•
•
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•
••
••
•••
•
•
•
•••
•
•
r7a-taa
• •• • • • • ••• ••
• • • • • • • •
•• ••• •• • • • ••
NOTE FOR VIEW WINDOW THE LARGEST CAN NOT EXCEED THE TESTED SIZE.
J.J 117/11 B NO C GEaTNtS StlEi7 • • • • •
�01/'l
A/YCNOR CHARTS
J. 0 A Ad LkG
gddRtyral ancMut7�matt•n. • • • ��iJo�iconna F�9427s� mr
. • . • • •
O 828 VJn HorFc. Roller Window, Jm act -resists
• • • • • • • • P..BQX 1emm2we� s.�c
�
R ° • • • • • • NOKOd1I9 FL 94274 h87610 NTS 8 a 40 5
58705 •• * /_
7•S•ri
sTa of .•'��4:
FI ORiV?. •�G\ `�
P.EB88786
131W MIN. -�-----•� #10 SCREW, SEE #10 SCREW,
1 /4" MAX. SHIM ---I I-- I SHEET 8 FOR SPACING SHEET 8 FOR SPAT
1318* MIN.REMOVEABLE- (6�-mfm-
FLANGE
'" ■����
SHIM #10 SCREW, SEE
FLANGE
l�IIIIIIN
SHEET 8 FOR SPACING
�C
REMOVEABLE
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
13th• MIN, APPROVED MASONRY 3.6 KSI MIN. CONCRETE APPROVED MASONRY
ANCHOR, SEE SHEET 8 .. aR 16 K81 MIN. CMU U. ANCHOR, SEE SHEET 8
1 f4° MAX. SHIM -+I Imo- FOR SPACING 4: < r' ; FOR SPACING
s;...13/8
;:. 1/4"
Mir r' n � q • REMOVEABLE MAX.
FLANGE
L
FLANGEGE
1!4°� —TSHIM
SHIM
1 " REMOVEABLE
•'.Y.
FLANGE •':�:::. ��';'� �of:s., 13/8°MIN.
REMOVEABLE FLANGE 3.6 KSI MIN. CONCRETE APPROVED MASONRY •� ` ' a'`� '' °' : ':•:
OR 1.5 KSI MIN. CMU ANCHOR, SEE SHEETS 3.6 KSI MIN. CGiIQCTtETE ...
FOR SPACING 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•DADE COUNTY, USE ONLY MIAMI -RADE COUNTY APPROVED 3116° ULTRACON, EMBEDED 1 $18" MIN„ DISTANCE FROM ANCHOR
TO CONCRETE EDGE IS 1" MINIMUM.
2. FOR WOOD APPLICATIONS IN MIAMI -RADE COUNTY, USE 01A0�STEEL
tESCREW, EMBEDED 1318° MIN- LESS
3. CAN BE INSTSDEPICTED IN THE ALLED DIRECTLYTO ECTIONS ON �N�jREa AVO D $UGK$ bEPICCTED AS 2x ARE TOTAL BUCKS WHOSE re (THICK OR GREATER. INSTALLATION TO THI IX I WOOD E SUBSTRAATEARE IOF WOOD
ONAL IF NC
BUCKS TO BE ENGINEERED BY CT OR" AFRPROVMD BK AUTHORITY HAVING JURISDICTION.
4. FOR ATTACHMENT TO ALUMINUM: TN®MAsTERIAL L" I MIMMUM STRENGTH OF 6083-T6 AND A MINIMUM OF 1/B° THICK. THE ALUMINUM STRUCTURAL MEMBER
SHALL BE OF A SIZE TO PROV19E FU StiF+�QR1•I H DIyMRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL
BE A 010 SHEET METAL S W LL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE
SPACING FOR ULTRACONS MAY BE USED.
!S SHEET • • • • •'
• • 1urNomm"' a sm, vE IAISTALLATIOM DETAILS-BOX/FIAIVGE
•s sheet• • • • • • • 0TECMIaa34278 ,m
• • • • • • • • • • • p,0, eQx tem Vin Hork Roller Window, t d rvskb
• • • • • • NOKOMI9, FL 94274 BeexlyaeeC 6 ffi101L•`
mmle 1:2 9 m 10 51912
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
NOTE: INSTALLATION
TO THE SUBSTRATE
OF 1x OR 2x WOOD
BUCKS TO BE
ENGINEERED BY
OTHERS
VLYNN $j/ll',/��.
L\CENaF •.FSP ��
N.. 58706 * '
'�O'��ts ••.�(ORVOP. •�G�
�A'�u�,
A. LYNN nnur:N, PA
P.E@88706
1 /4° MAX. SHIM ---I 1--
•
1/8'(.131') DIA. x 21/2° NAIL,
SEE SHEET 1
® FOR SPACING
REMOVEABLE FLANGE --r L."B"(131") DIA, x 21/2° NAIL,
® SEE SHEET 1 FOR SPACING
JAMB W/ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING
REMOVEABLE
FLANGE
118'(.131*) DIA. x 21/2'
(31 SEE SHEET 1 FOR SPA
FLANGE
q
1/4'�MAX
SHIM
HEAD W/ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING
1/4'
MAXf
AM
T
SILL W/ NAIL FIN
THRU NAIL FIN INTO WOOD FRAMING
NOTE: INSTALLATION
TO THE SUBSTRATE
OF 1x OR 2x WOOD
SUCKS TO BE
ENGINEERED BY
OTHERS
NOTES:®
I. FOR INTEGRAL FIN APPLICATIONS IN MIAAAI-DADE COUNTY, USE 1/8' (.131°) DIA. x212" NAIL
adaPro ud ortirol
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 110. 1x WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 12° THICK OR it I I I
GREATER. INSTALLATION V THrbjWSWWE OR►WOOj) ROCKS" BE ENGINEERED BY OTHERS ORAS APPROVED BY AUTHORITY HAVING �
JURISDICTION. • • • • • • �••,,,s• • `-'%` pNV LYNN 4f/(
3. FOR ATTACHMENT TO AL INUM: �I SQALY WiA A�I�IMUM STRENGTH OF 8083 T6 AND A MINIMUM OF 1t8°THICK THE ``�����.•''VGENSLc''•�FQ
ALUMINUM STRUCTURAL�M SR u AL Br•OF•4 SIZEiO RROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
THESE DETAILS FOR 2x W"D BUOKS. THE ANCHOR SRALL•BERAS#10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. = * ' No. 58705
IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS MAY BE USED.
O 'lam
J. 10/17/11 8 NO CIVIWG7ERM/S SH • • • • • O4 STATE OF
J.R. Ol/1810 A Cornected ne!►fen ts2- % S7mgw. de a/'' " C FLS INSTALLATION DETAILS -INT FIN FRAME %OR27.c` '• FCOR�oP• ' �`� `
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.m oBMz/w iWBro 1:2 10 a 10 5191-2 8 REA5M
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