WS-13-2383Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 206686 Permit Number: WS -10 -13 -2383
Scheduled Inspection Date: February 06, 2014 Permit Type: Windows /Shutters
Inspector: Rodriguez, Jorge
Inspection Type: Final
Owner: ALVARO JOSE HUERTA, PATRICIA Work Classification: Window /Door Replacement
CI CILIA DADDATCDOA QUf%0T -r
Job Address: 1566 NE 104 Street
Miami Shores, FL Phone Number
Parcel Number 1122320320390
Project: <NONE>
Contractor: AMERICAN STORM PROTECTION Phone: (305)264 -0446
tiuiming uepartment comments
REPLACING 16 WINDOWS 4 DOORS AND 1 GARAGE Infractio Passed Comments
DOOR WITH IMPACT I INSPECTOR COMMENTS False
Passed c
Failed
Correction ❑
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
CREATED AS REINSPECTION FOR INSP- 201636. NO ACCESS
February 06, 2014 For Inspections please call: (305)762 -4949 Page 27 of 35
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 206687 Permit Number: WS -10 -13 -2383
Scheduled Inspection Date: February 06, 2014 Permit Type: Windows/Shutters
Inspector: Rodriguez, Jorge
Owner: ALVARO JOSE HUERTA, PATRICIA
T' r
01JA DADDA"MODA QUf% T
Job Address: 1566 NE 104 Street
Miami Shores, FL
Project: <NONE>
Inspection Type. Window Door Attachment
Work Classification: Window /Door Replacement
Phone Number
Parcel Number 1122320320390
Contractor: AMERICAN STORM PROTECTION Phone: (305)264 -0446
Building Department Comments
REPLACING 16 WINDOWS 4 DOORS AND 1 GARAGE 'nrracuo rassea comments
DOOR WITH IMPACT INSPECTOR COMMENTS False
Inspector Comments
Passed CREATED AS REINSPECTION FOR INSP- 206146. CREATED AS
REINSPECTION FOR INSP - 205493. CREATED AS REINSPECTION FOR
INSP - 201635.
Failed ❑ WINDOWS OK BUT NEED ENG. FOR ATTACHMENT WITH 2 "X4
NO ACESS
Correction
Needed ❑
Re- Inspection ❑
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
February 06, 2014 For Inspections please call: (305)762 -4949 Page 28 of 35
f" . 4
AT RY 1600 S Federal Hwy Suite 207 • Pompano Beach + Fl • 33062 G5 Engineering Services, InC. (954) 784 -6991 Tel • (954) 781 -5708 Fax • amandat�c5e&com
CA #25854
January 30, 2014
Re: Project Pappaterra Residence
Street Address: 1566 NE 104 St, Miami Shores, PL
Contractor: American Storm Protection
Inspection Date: January 30, 2014
Permit Number: WS -10 -13 -2383
I have been retained by the contractor to perform a special inspection per Section 110 of
the 2010 Florida Building Code. I have performed the above- referenced inspection for
the installation of the components listed below and found the work to be in accordance
with the Plans prepared by this office (Drawing No. ASP P1140130), and the 2010
Florida Building Code.
• 2 " x PT Wood (Min. Grade 2) fastened to existing reinforced concrete or grout
,U'led masonry substrates.
Thank you for your time and attention to this matter.
Sincerely,
Digitally signed by
Emma Mellinger
Date: 2014.0130
20:5156 - 05'00'
Emma T. Mellinger, P.E.
PL PE# 50049
1/3012014
Y;' Tapcons in Single
Staggered Row, I9' o /c, T
from Ends (Min. 13/ ;'
Embedment, Min. 2Y2' Edge
Distance in Concrete)
o
1 a
1.
n tl 1e
f,
-`-
2" x PT -
EAstingi Wood
Concrete or
Grout Filled
Masonry Block
NOTE:
• New Bucks Shall Extend Beyond the Interior Face of the Window Frame Such
that Full Support of the Frame is Provided and Bucks will Adequately Transfer
the Loads Imposed upon Them to the Surrounding Structure, Meeting the
Requirements of the HVHZ, I=BC 2010.
�• All New PT Wood Shall Be Win. Grade 2.
GENERAL NOTES
This Signed and Sealed Design Applies to the Installation of New 2 "x PT
Wood Bricks to Existing Substrates, As Shown. No Other Warranty, Express
or Implied is .intended
This Design is Based on Information Provided to the Engineer by the
Contractor. Contractor Shall Field Yeri, fy Existing Conditions and
Immediately Notify Engineer of Any Discrepancies Herein. This Design
Shall Not Be rabid if Existing Conditions Are Other Than as Shown Herein
All Work Shall be Performed in accordance with the 2010 Florida Building CATEGORY
Code, and Local Codes and Ordinances that May Apply. Engineering Services. Inc. 5
DESIGNNOTES 16M S. Federal Highway. #207
Wind Loads Calculated in Accordance with 2010 FBC and ASCE 7 -10: Pompano Beach, FL 33062
mull' =175 mph, Ex p -C (954) 784-6991 I
WOOD BUCKS FASTENING TO EXISTING SUBSTRATES
Pappaterra Residence, 11566 NE 104 St, Miami Shores, FL
Dwg: #ASP P 1140130 1 Rev. 0 1 By: ME Sheet: 1 of 1 Date: January 30, 2014
1�
Revisions
Digitally signed by
Emma Mellinger _
D te: 2014.01.30
2d:51:17 - 05'00'
Emma T. Mellinger, P.E.
FL PE #50049
CA #25854
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
su6c— A-Or1S,gr,\ i6,fV1
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
OCT 2 12013
FBC 20
Permit No. '''' CC
Master Permit No. 11 6
ROOFING
JOB ADDRESS: 156(o d� t 84 s-rgrEl
City: fl-2-25Z-032-0.390 Miami Shores County: Miami Dade Zip:
Folio/Parcel #:
Is the Building Historically Designated: Yes NO *Im__ Flood Zone:
OWNER: Name (Fee Simple Titleholder): F674.41 C,'i A A P P A-re P_ PA Phone#: C796) 9 %Z - &Z .22,
City: /(' 1,41w t s %%C ggs State: 2EL- Zip:
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR:: Company Name: � -4641C 1� STORM PRAC 10A1 Phone #: 331513
Address: 1080t 1 N W l e4 S'1 /
City: .,qtAMl 2.
/ State: , G. Zip: 3 -3/ %
Qualifier Name: Xj6o a4h GM l tOZ n r ( GI c%tzZ Phone#: f®✓! 4 124 -9 10 f
State Certification or Registration #: Q G C / .3 Certificate of Competency #: /
Contact PhoneBS� ,�Z �-22-13 Email Address: .Lou P,z es (2 � SD �V f wc/4 /: , C&w �
DESIGNER: Architect/Engineer: Phone#:
Value of Work for this Permit: $ 32 , 3 (04, q3 Square/Linear Footage of Work:
Type of Work: ❑Addition
Description of Work:
(0 so ,2e
❑Alteration ❑New
Color thru tile:
❑Demolition
��x����x����x���x�����m�x��x�x��xx�u���a�x��n����a�a�a�Fees• xu����x���x��x��x�* �xu���u�x�x��xx�x�x��x�x�a���x�x��x� *�+�x�a��x�x��x
Submittal Fee $5 Permit Fee $ CCF $ CO /CC $
Scanning Fee $
Notary $
Radon Fee $
DBPR $ Bond $
Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE $
V
k
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for 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
CONMIENCEVIENT 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 approved and a reinspection fee will be charged.
Signature C'`�
Owner or Agent
The foregoing instrument was acknowledged before me this
day of �, 20 1-3, by P
Q4A,iC;A PRA&ARA ,
who is personally known to me or who has produced
o�— t CEAI S As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Signature
Contractor
Tµ
The foregoing instrument was acknowledged before me this /
day of , 20 a, by. 1 2.Q n OIIJ —1., da2v
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign: I ak-�n
Print: 2t g0bV -U [. e:S -"f,}
My Commission Expires: * mp,�� * MY COMMISSION I EE 051340 My Commission e�,
EXPIRES:Apri127,2015 o RIGOBMMJESUSCUESTA
F 4o Boded Tlsu Budg! Y S * * MY COMMISSION # EE 051340
EXPIRES: April 27, 2015
xx�x�+ xx�x�a�a��x��x�xx�x��+ x��xaxn�axx�o��u4xx� °���x'��xxx�x
APPROVED BY 'J Plans Examiner
Zoning
G Structural Review Clerk
(Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
t
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Several properties in Miami Shores Village are located in a Special Flood Hazard Area (SFHA)
as determined by the Flood Insurance Rate Map (FIRM). Development in a SFHA requires
special attention to help protect life and property in the unfortunate event of a flood. Miami
Shores Village Flood Damage Prevention Ordinance requires that the Building Department
determine if a structure will be "Substantially Improved" prior to issuing any permits for
improvement or repair.
"Substantial Improvement" is defined in Miami Shores Village Flood Damage Prevention
Ordinance as follows:
"any reconstruction, rehabilitation, addition, or other improvement of a structure, the
cost of which equals or exceeds 50 percent of the market value of the structure before the "start
of construction" of the improvement. This term includes structures that have incurred
"substantial damage" regardless of the actual repair work performed."
The starting date to determine cumulative costs will be 12 months prior to the issuance of any
permit under consideration. All future work considered would require appropriate approvals prior
to construction. All cumulative costs will be re- evaluated at the time the permits are issued.
4: Why was the 50% figure chosen as the substantial improvement threshold?
A: The 50% threshold was chosen as a compromise between the extremes of 1) prohibiting all
investment to structure in SFHA and 2) allowing structures to be improved in any fashion
without regard to the hazard present. In the first alternative there is potential for causing
hardship to those who have located in a SFHA without knowledge of the risk because the
structure was constructed prior to the designation of the area as flood prone. These individual
could not improve their structures as damage or age contributed to their deterioration. The
second alternative provides no mechanism to ensure that increased investment in SFHA will
receive needed protection from flood risk, thus contributing to the increased peril of life and
property. The threshold is thus a compromise at a halfway point.
"Market Value" is defined in Miami Shores Village Flood Damage Prevention Ordinance as
follows:
" the building value, which is the property value excluding the land value and that of the
detached accessory structures and other improvements on site (as agreed to between a willing
buyer and seller) as established by what the local real estate market will bear. Market value can
be established by an independent certified appraisal (other than a limited or curbside
appraisal, or one based on income approach), Actual Cash Value (replacement cost
depreciated for age and quality of construction of building), or adjusted tax- assessed values."
Note: The "Market Value" does not include the value of the land or other improvements on the
property. (ie: pool, gazebo etc.)
Created on June 2009
A "substantially improved" structure in a Flood Zone must be brought into compliance with
Miami Shores Village Flood Damage Prevention Ordinance for new construction. This means a
residential structure must be elevated to or above the level of the 100 -year or base flood and a
commercial structure must be effectively "flood proofed" and meet other applicable
requirements. These regulations are based upon the Federal Emergency Management Agency
(FEMA) requirements and affect your flood insurance costs. Existing residential structures can
be "substantially improved" by interior renovations or new additions or other improvements.
EXAMPLE: In order to determine whether a proposed construction project would be classified
as a substantial improvement, the market value of the building needs to be determined. This
value is found on the official tax assessor's card for the property or may be obtained by a
licensed property appraiser. That number is then divided by 2 to determine the substantial
improvement threshold.
Therefore, a home with a market value of $100,000.00 could have no more than $50.000 worth
of new construction /renovations and /or repairs before the house would have to be elevated
above the 100 year base flood elevation as shown on the Flood Insurance Rate Maps.
It is the responsibility of the Building Department staff to ensure that the market value estimates
are accurate and the cost estimate reflects the actual costs to fully repair the damage and make
any other improvements to the structure. The staff requires that the permit applicant or owner of
the building supply the proposed construction cost estimate, or contractor's contract, to make
the determination. The staff then uses the latest "Means Square Foot Costs" and "Means
Construction Cost Data" books to determine the accuracy of the estimate. These are nationally
accepted manuals, which itemize all components involved with construction. The manual
provides adjustment rates to handle the varying construction costs throughout the country.
Q: What should be included in a contractor's estimate?
A: Basically, the only items that are not included in the cost include plans, specifications,
surveys and permit fees. All materials that are permanently a part of the structure should be
included in the cost estimate. These items include, but are not limited to: windows, doors,
hardwood floors, wall to wall carpeting, sheetrock, lumber, roofing material, footings, pilings,
kitchen cabinets and counter tops, bathroom vanities, tiling, plumbing fixtures, new furnaces, hot
water heaters, heating and air conditioning systems, electrical work and labor. The cost of all
materials involved in new construction or replacing and restoring a structure to its pre- damaged
condition must be included. Even if volunteer labor or self -labor is used, it must be estimated
based on minimum -hour wage scales for the type of construction work that is done.
Created on June 2009
t
. ]
CUMULATIVE SUBSTANTIAL IMPROVEMENT
VERIFICATION WORK SHEET
In accordance with FEMA regulation and Miami Shores Village Flood Damage Prevention Ordinance the costs of all
improvements must be monitored. The costs of any improvements in the past 12 months and the costs of any proposed
improvements must be shown on the worksheet. The cost of improvements must include demolition, raw and finished
materials (include those donated), labor (including volunteer and self- performed), construction supervision and
management, and overhead and profit. A list of items the costs of which are to be included as well as those excluded is
attached for your reference. (A Copy of the Contract must be attached)
PROPERTY OWNER: 10- -1Al G/A _'Di4P��T__
PERMIT # VVS •— /®, —f /3-2323
ADDRESS: 15"66 /U E /6)z/ 67- I-6,4"i Sk%RL"S zi� a3 %3 g
FOLIO NUMBER: d °- 2 ;� 3Z - 03 L U'%I.00D ZONE:
BASE FLOOD ELEVATION: FREEBOARD: EAST OF FL.CCCL:
COST OF PAST IMPROVEMENTS (12 MONTHS):
3 3 Y3.
COST OF PROPOSED IMPROVEMENTS: 7
(ATTACH COPY OF CONTRACT)
43tr3/q_113.
TOTAL CUMULATIVE COST OF IMPROVEMENTS (past and proposed):
VALUE OF PRINCIPAL STRUCTURE (attach appraisal):
e _
OWNERS SIGNATURE: DATE: 10����
PLANREVIEWER•
PLAN REVIEWER SIGNATURE: DATE:
Created on June 2009
SUBSTANTIAL IMPROVEMENT / DAMAGE LIST
(NOTE. THIS LIST IS INTENDED FOR GUIDANCE ONLY, AND IS NOT ALL INCLUSIVE)
ITEMS TO BE INCLUDED
ALL STRUCTUAL ELEMENTS,
INCLUDING
Foundations including;
Spread footing, Continuous footing,
isolated footing, piles and pile caps
Slabs including; Monolithic, floating,
elevated
Walls including; Exterior walls, Bearing
walls, Shear walls
Beams, Tie Beams, Columns and Posts
Wood decking, Floor and Roof Sheathing
Trusses, Joist
Windows /Doors
ALL BUILDING ELEMENTS, INCLUDING
Interior Partitions, Walls, Columns
Drywall, Ceilings,
Built in Furniture, Cabinets, Vanities
All Fixtures
Flooring, Tile, Carpet, Stone, Linoleum,
ect.
All Finishes including Drywall, Paint,
Stucco Plaster, Paneling, Tile, Marble,
and Moldings
Roofing Material
ALL HARDWARE
ALL UTILITY and SERVICE
EQUIPMENT
HVAC
Electrical System and Equipment
Plumbing System and Equipment
Security System and Equipment
Central Vacuum System
Plumbing Fixtures
Lighting Fixtures and Ceiling Fans
Water Systems including
Softeners /Filtration
Created on June 2009
ALSO:
All Labor and other Costs associated with
Demolition, Removing, Replacing,
Installing Building or Altering Building
Components
Construction Management / Supervision
Overhead and Profit
Equivalent cost for:
Donated Materials
Volunteer Labor (including owners and
friends)
Any Improvements Beyond Pre - damaged
Condition, including;
Utility Upgrades
Code Upgrades
ITEMS TO BE EXCLUDED
Plans and Specifications
Survey Costs
Elevation Certificate Costs
Permit fees
Debris Removal
Items not considered to be REAL Property
Rugs, Furniture, Refrigerator,
Appliances not Built -in
Outside Improvements, Including;
Landscaping
Sidewalks
Patios
Fences
Yard lights
Sheds
Gazebos
Irrigation
Pool
C .
�SP
Windo-ws and Doors
American Storm Rmtgad= CM
CGC1513274 `r.
Main office: 10801 NW 14 Street #103
Miami, FL 33172
Company Contact: 305 -513 -0514
Fay 305- 735 -0228
Email: castomerservice@aspwindows.com
Date Contract Presented: 9 /14/2013
Home Phone:
Purchaser. Patricia Pa aterra -Grene
Cell Phone: 972 -8282
.lob Site Address:
E-mail: pattypappaterra @gmail.com
1566 ME 104 street
Home Owners' Association: YesEl
Miami Shores, Florida 33138
HOA Information:
Agreement Noteemis agreement will be based off of bunding documents provided by ASP which may include a floor plan, elevations, 3D
model, and/or opening schedule. Any additional notes may be stated below. If construction documents are not provided, agreement notes will be used.
CWS- Custom window Systems: aggdated- Energy Efficient Windows)
✓
30 Year Transferrable frame warranty,
Life -time (35 Year) Transferrable glass warranty
✓ 30 Year installation warranty
(3) Openings will need to be restructured: * *See attached for Re- construction nridne **
**Please see Floor Plan layout & Specification sheet attached **
Kzi6iiirtiff fliei0360A. ancludes, "En ee ' ` , I, Perput, and Re-Con a
oral Of the" Per
Contractor aesponsibilMes
• Fatmior mnIldag will beaMlled with alimited4o yearwarrantypolyurethmesulant. InteriorcanIldng will be a standard palatable
acryllicsilicone sealant with a limited 4o-year warranty. (spec sheet can be provided upon request)
• Buck and Stucco repair is included as needed.
• To provideelientwith proof of State License and Certificate of Insurance
• To haul away all trash and debris
• To assist client with the following items but will not be held responsible for any damages: moving furniture and valuables, removing
window treatm-% reinstalling window treatments, removing alarm system wiring, and covering work area to help prevent dust.
• will provide Notice of commencement and Partial Release of Laen and manufacture order waivers as payments am made and upon
request
• ASP Warranties Labor and Crcftmarnship are matched with maradhetures Warranty.
• (please spa* if privacy glass is needed for a specific opening. Otherwise, products will not have any special privacy applied)
-Wtbi Deposit
10%
-Upon wn t wmw (plus city
per) .
40%
- AtdeUveay and insnpaton starts
40%
- Aft;asftfma11r"ecbn
108/0
Project Total:
Trough Y -Grene
X " "" -- Patricia Pappaterra 9/1412013
Legal oyaf�r or agent Py{nt Date
X �T �Pouridas 9/14/2013
Ofilm RepraenAWe Print Date
ACCORDING TO FLORIDA'S CONSTRUCTION LIEN LAW ( SECTIONS 713.001 - 713.37, FLORIDA
STATUES), THOSE WHO WORK ON YOUR PROPERTY WILL PROVIDE MATERIALSAND ARE NOT
PAID IN FULL HAVE A RIGHT TO ENFORCE THEIR CLAIM FOR PAYMENTS AGAINST YOUR
PROPERTY. IF YOUR CONTRACTOR OR A SUBCONTRACTOR FAILS TO PAY SUB CONTRACTORS,
SUBCONTRACTOR, OR MATERIAL SUPPLIERS, THE PEOPLE WHO ARE OWED MONEY MAY LOOK
TO YOUR PROPERTY FOR PAYMENT, EVEN IF YOU HAVE ALREADY PAID YOUR CONTRACTOR IN
FULL. IF YOU FAIL TO PAY YOUR CONTRACTOR, YOUR CONTRACTOR MAY ALSO HAVE A LEIN ON
YOUR "PROPERTY. THIS MEANS IF A LIEN IS FILED, YOUR PROPERTY COULD BE SOLD AGAINST
YOUR WILL TO PAY FOR LABOR, MATERIALS, OR OTHER SERVICES THAT YOUR CONTRACTOR
IMP Al 19krnUTRArT1M0 RAAV UAVC EAU an TA nAV rn ennrrnr vn1 1ncm. e- vim.. �u .. —
�
�.
.i
y
.. _� r
Roof Peak n
Roof Peak n
19
�� 15' -0"
1 .. 2 Ceilin
4
15,_0„
Catlin
10' -0"
10,_0.
Level 1
Level 1
1 FRONT ELEVATION
2 RIGHT ELEVATION
101 3/32"= V-0"
101 3/32"= 11-T
Roof Peak
Roof Peak
17 18 15, -0"
15'-0"
sw
Celltn
13 14
Cetlin
10,_0
10,_0„
Level 1
Level 1
V -0"
0' -0"
3 RIGHT ELEVATION 2
4 LEFT ELEVATION
101 3/32" =1' -0"
tot 3/32" =1'-0"
Roof Peak t1
15'-0"
7 8 9
Calling-
iv-0"
8 0 B
Level 1
0,_0.
5 REAR ELEVATION
101 3/32" =1' -0"
ASP WINDOWS &DOORS
Patricia Pappaterra
"0.
Dom
Date
Elevation
a
1566 NE 104 Street Miami Shores, FL 33138
V
a
10801 N.W.14 Sheet. #103 hbuti, A. 33172
Office.30547i1-8M - EnxH- .engtneetmg(Dsp ftows.o=
www aspwimiows com
Project number
101
Date I W17=13
Drawn by ASP Perrnft Dept.
checked by checker
scats Vir = r-W
Permit:$chedule
Mark
Family and Type
Product
Approval
Design
Pressure
DP
Required
Frame
Type
Glass
Type
Comments
1
CWS- Prestige Swing Single Door 8750:38 3/8"x 791/2
FL14850.1
+70 %70
+40.1/ -53:6
Vinyl
7/16 (B)
2
Amarr Garage Doors: V x 7'
12- 0228.01
+57/ -67
+40.1/ -53.6
Aluminum
3 .
CWS_Horizontat Rolter_8200_Series: 531/8" x 50 518"
FL7067.1
+60 %60
+40.1/ -53.6
Vinyl
7116 (A)
4
6- 8- Thermatru_0paque_X_Fiber Classic: 30"x 80"6-Panel
FL10537.1
+80.0/-80.0
+40.1/ -53.6
fiberglass
NA
5
CWS_Horizontel Roller 8200_Series: 37" x 38 3/8"
FL7067.1
+60 %60
+40.1/ -53.6
Vinyl
7/16 (A)
6
CWS_Horizontal Roller 8200_Series: 74" x 38 3/8"
FL7067.1
+60 %60
+40.1/ -53.6
Vinyl
7/16 (A)
7
1 CWS- Prestige Swing Double Door8750: 74" x 83"
FL14856.1
+701 -70
+40.1/ -53.6
Vinyl
8
CWS - Prestige Side Llte_8750: 36"x 83"
FL14850.1
+70 %70
+40,1/ -53.6
Vinyl
9
CWS- Prestige_Swing Double Door 8750: 74" x 83"
FL14850.1
+70 %70
+40.11 -53.6
Vinyl
10
CWS_PW_8300_( +- 67.5_max 73.25x77.25)_FL13010:4: 261/2 x 63
FL13010A
+67.5/ -67.5
+40.1/ -53.6
Vinyl
A111n.
11
CWS_Horizontal Roller 8200_Series: 74"x 38 36"
FL7067.1
+60/ -60
+40.1/ -53.6
Vinyl
7/16 (A)
12
CWS_Horizontal Roller 8200--Series: 74" x 50 5/8"
FL7067.1
+60/ -60
+40.1/ -53.6
Vinyl
7/16 (A)
13
CWS_Horizontal Roller 8200_Series: 37" x 38 3/8"
FL7067.1
+60/ -60
+40.1/ -53.6
Vinyl
7/16 (A)
14
CWS_PW_ 8300 _( +- 55_max48x72)_FL13010A 19 "x38"
FL13010.4
+55/ -55
+40.1/ -53.6
Vinyl
A/11n.
15
CWS_Casement_8400 X: 37" x 50 W
FL6890.1
+67.51 -67.5 A
+40.1/ -53.6
Vinyl
7/16 A
16
CWS_PW 8300 ( +- 67.5_max 73.25x77.25)_FL1301OA: 531/8" x 50 5/8"
FL13010.4
+67.5/- 67.5
+40.1/ -53.6
Vinyl
A/1in.
17
CWS_Casement_8400 X: 37" x 50 5/8"
FL6890.1
+67.51-67.5 A
+40.1/ -53.6
Vinyl
7/16 A
18
CWS_PW 8300_( +- 55_max 48x72)_FL13010.4: 191/8" x 50 5/8"
FL13010.4
+55/ - -55
+40,1/ -53.6
Vinyl
A/1 in
19
CWS_Casement_8400 X: 37" x 63"
FL6890.1
+67,5/ -67.5 A
+40.1/ -53.6
Vinyl
7/16 A
Mark #19,20,21 joined by (2)1x4 Mullbars at 63" Span
20
1 CWS_PW 8300_( +-67.5 max 73.25x7725)_FL1301OA: 74" x 63"
FL13010A
+67.5/ -67.5
+40.1/ -53.6
Vinyl
Allin.
By CWS - FL9520.2 - DP +/ -78,9
21
1 CWS_Casement-8400 X: 37" x 63"
FL6890.1
+67.5/ -67.5 A
+40.1/ -53.6
Vinyl
7/16 A
ASP WINDOWS &DOORS NO. be-"- Date Pelm,itSchedule
Patricia Pappaterra
Proo 102
10801 N.W.14 Street. #103 Miami, Fl. 33172 1566 NE 104 Street Miami Shores, FL 33138 Date �a�7no�3
Office:305.470 -9369 - Email:er� needng@asp*iWows.com Drawn b ASP permit Deb.
www.a *ndows.=n Ch-ked by Chod er scale
2010 FLORIDA BUILDING CODE /ASCE 7 -10
WORST CASE DESIGN PRESSURE CHART FOR COMPONENTS AND CLADDING
For Buildings with a Mean Roof Height of 60 Feet or Less
DESIGN PRESSURES FOR INTERIOR ZONES "Zone N1
Mean Roof
Tributary Ar
Het ht
Tributary Area (sq. ft)
(ft)
10
15
20
25
30
35
40
45
50
15
40.1
39.0
38.2
37.7
37.2
36.8
36.4
36.1
35.9
43.4
- 42.4
- 41.6
- 41.1
-40.6
-40.2
-39.8
-39.5
-39.3
16
40.6
39.5
38.8
38.2
37.7
37.3
36.9
36.6
36.4
-44.0
- 43.0
-42.2
41.6
-11.1
-40.7
-30.4
-40.1
-39.8
17
41.1
40.0
39.3
38.7
38.2
37.8
37.4
37.1
36.8
- 44.6
- 43.5
-42.8
- 42.2
- 41.7
- 41.3
-40.9
- 40.6
-40.3
18
41.6
40.5
39.7
39.1
38.6
38.2
37.9
37.5
37.3
45.1
-44.0
-43.3
- 42.7
- 42.2
41.8
41.4
-41.1
-40.8
19
42.1
41.0
40.2
39.6
39.1
38.7
38.3
38.0
377
45.7
- 44.6
-43.8
- 43.2
42.7
- 42.2
- 41.9
41.5
-41.3
20
42.6
41.4
40.6
40.0
39.5
39.1
38.7
38.4
38.1
- 46.2
- 45.0
- 44.2
43.6
-43.1
42.7
42.3
- 42.0
-41.7
22
43.4
42.3
41.5
40.8
40.3
39.9
39.5
39.2
38.9
47.1
- 45.9
-45.1
- 44.5
- 44.0
- 43.6
- 43.2
- 42.8
42.6
24
44.2
43.1
42.2
41.6
41.1
40.6
40.2
39.9
39.6
- 48.0
- 46.8
-46.0
453
- 44.8
-44.4
- 14.0
- 43.6
43.3
26
45.0
43.8
42.9
42.3
41.8
41.3
40.9
40.6
40.3
48.8
47.6
-46.8
- 46.1
- 45.6
45.1
- 44.7
- 44.4
-44.1
28
45.7
44.5
43.6
43.0
42.4
42.0
41.6
41.2
40.9
49.5
- 48.3
- 47.5
46.8
- 46.3
45.8
- 45.4
- 45.1
-44.8
30
46.3
45.1
44.3
43.6
43.0
42.6
42.2
41.8
41.5
-50.3
-49.01
48.2
- 47.5
47.0
- 46.5
- 46.1
45.7
-45.4
32
47.0
45.7
44.9
44.2
43.6
43.2
42.7
42.4
42.1
-51.0
- 49.7
-48.8
- 482
47.6
- 47.1
- 46.7
- 46.4
-46.0
34
47.6
46.3
45.4
44.7
44.2
43.7
43.3
42.9
42.6
-51.6
-50.4
19.5
- 48.8
- 48.2
- 47.7
47.3
- 47.0
-46.6
36
48.2
46.9
46.0
45.3
44.7
44.2
43.8
43.4
43.1
-52.2
-51.0
-50.11
49.4
48.8
48.3
47.9
47.5
47.2
38
48.7
47.4
46.5
45.8
45.2
44.7
44.3
43.9
43.6
-52.8
-51.6
-50.6
- 49.4
- 49.4
48.9
48.4
48.1
-47.7
40
49.2
47.9
47.0
46.3
45.7
45.2
44.8
44.4
44.1
-53.4
-52.1
-51.2
-50.5
19.9
- 49.4
49.0
-48.6
-48.3
44
50.2
48.9
48.0
47.2
46.6
46.1
45.7
45.3
45.0
-54.5
-53.2
-52.2
-51.5
-50.9
-50.4
- 50.0
-49.6
-49.2
48
51.2
49.8
48.9
48.1
47.5
47.0
46.6
462
45.8
-55.5
-54.2
-53.2
-52.5
-51.8
-51.3
-50.9
-50.5
-50.1
52
52.0
50.7
49.7
48.9
48.3
47.8
47.3
46.9
46.6
-56.4
-55.1
-54.1
-533
-52.7
-52.2
-51.8
-51.4
-51.0
56
52. 9
51.5
50.5
49.7
49.1
48.5
48.1
47.7
47.3
-57.3
-55.9
-54.9
-54.2
-53.6
-53.0
-52.6
-52.2
-51.8
E6O6
53.6
52.2
51.2
50.4
49.8
49.3
48.8
48.4
48.0
58.2
-56.8
-55.8
-55.0
-54.3
-53.8
-53.3
-52.9
-52.6
DESIGN PRESSURES FOR EXTERIOR ZONES (lone 5')
Mean
Tributary Ar
Hei M
Wind Speed, (V, o 3- second gust) - 175 mph
(ft)
10
IS
20
25
30
35
40
4S
50
15
40.1
39.0
38.2
37.7
37.2
36.8
36.4
36.1
35.9
-53.6
-51.5
-50.0
48.9
- 47.9
- 47.1
- 46.4
- 45.8
-45.2
16
39.5
38.8
38.2
37.7
37.3
36.9
36.6
36.4
-54.4
-52.2
-50.7
- 49.5
- 48.6
- 47.7
- 47.0
- 46.4
-45.9
17
41.1
40.0
39.3
38.7
38.2
37.8
37.4
37.1
36.8
-55.1
-52.9
-51.4
-50.2
- 49.2
- 48.4
- 47.6
47.0
-46.5
18
41.6
40.5
39.7
39.1
38.6
38.2
37.9
37.5
37.3
-55.7
-53.5
-52.0
-50.8
- 49.8
48.9
48.2
- 47.6
-47.0
19
42.1
41.0
402
39.6
39.1
38.7
383
38.01
37.7
-56.4
-54.1
-52.6
-51.4
-50.4
-49.5
-48.8
-48.11
47.6
20
42.6
41.4
40.6
40.0
39.5
39.1
38.7
38.4
38.1
-57.0
-54.7
-53.1
-51.9
-50.9
-50.0
- 49.3
- 48.7
48.1
22
43.4
42.3
41.5
40.8
40.3
39.9
39.5
39.2
38.9
-58.1
-55.8
-542
-53.0
-51.9
-51.1
-50.3
- 49.6
-49.0
24
442
43.1
422
41.6
41.1
40.6
40.2
39.9
39.6
-59.2
-56.9
-55.2
-53.9
-52.9
-52.0
-51.2
-50.6
-50.0
26
45.0
43.8
42.9
42.3
41.8
41.3
40.9
40.6
40.3
-60.2
-57.8-562
-54.9
-53.8
-52.9
-511
-51.4
-50.8
28
45.7
44.5
43.6
43.0
42.4
42.0
41.6
41.2
40.9
61.2
-58.8
-57.0
-55.7
-54.6
-53.7
-52.9
-52.2
-51.6
30
46.3
45.1
44.3
43.6
43.0
42.6
42.2
41.8
41.5
-62.1
-59.6
-57.9
-56.5
-55.4
-54.5
-53.7
-53.0
-52.4
32
47.0
45.7
44.9
44.2
43.6
43.2
42.7
42.4
42.1
- 62.9
-60.4
-58.7
-57.3
-56.2
-55.3
-54.4
-53.7
-53.1
34
47.6
46.3
45.4
44.7
44.2
43.7
43.3
42.9
42.6
- 63.7
-61.2
-59.4
-58.0
-56.9
-56.0
-55.1
-54.4
-53.8
36
482
46.9
46.0
45.3
44.7
44.2
43.8
43.4
43.1
- 64.5
- 61.9
-60.1
-58.7
-57.6
-56.6
-55.8
-55.1
-54.4
38
48.7
47.4
46.5
45.8
45.2
44.7
44.3
43.9
43.6
- 65.2
- 62.7
-60.8
-59.4
-58.3
-57.3
-56.4
-55.7
-55.0
40
49.2
47.9
47.0
46.3
45.7
45.2
44.8
44.4
44.1
- 65.9
13.3
61.5
-60.1
-58.9
-57.9
-57.1
-56.3
-55.6
44
50.2
48.9
48.0
47.2
46.6
46.1
45.7
45.3
45.0
- 67.3
- 64.6
-62.7
11.3
-60.1
-59.1
-58.2
-57.4
-56.8
48
51.2
49.8
48.9
48.1
47.5
47.0
46.6
46.2
45.8
-68.5
15.8
13.9
12.4
11.2
-60.2
-59.3
-58.5
-57.8
52
52.0
50.7
49.7
48.9
48.3
47.8
47.3
46.9
46.6
19.7
16.9
-65.0
13.5
12.2
11.2
-60.3
59.5
-58.8
56
52.9
51.5
50.5
49.7
49.1
48.5
48.1
47.7
47.3
-70.8
- 68.0
- 66.0
- 64.5
-63.2
-62.2 1
11.2
-60.4
-59.7
60
53.61
512
51.2
50.4
49.8
49.31
48.8
48.4
48.0
71.8
19.0
17.0
15.4
-64.1
-63.1
-611
11.3
10.6
General Notes
1 These tables list allowable pressures (W.A given as 0.6*%. where Wdu is the wind pressure calculated in accordance with Chapters 26 and 30
of ASCE 7 -10 using the ultimate design wind speed (Volt) and the variables given herein.
2 These tables are not valid as a site - specific drawing
3 These tables apply to walls and vertical surfaces only.
4 Use of these tables, and the values and oceffrcients listed harem is to be dictated and verified by the governing building department and permit holder.
5 These tables are intended solely to illustrate design wind pressures as listed No other warranty or certification is intended or applicable.
6 This document is the work and property of Emma T. Mellinger, P.E., and shall not be reproduced in whole or in pat without her express written consent
ULTIMATE WIND SPEED (mph) = 175
WOORRI RAWAROLONZ111W
Tables
are valid for the fo8ow1tro condittm on
1
Wind Speed, (V, o 3- second gust) - 175 mph
2
Risk Category:1I (General Residential and Commercial
Construction}
3
Exposuro Category C
4
Topographic Factor (Kit): I.0 (Flat Tarmm)
5
Directionalky Factor (Kul): 0.85
6
For situ rtioffi requiring Kd =1.0, multiply the values in
these tables by 1.18. Verify Kd requirements with load
building official and product approvals before use
7
EnclesedBuilding:Gcpi =0.18
Consult an Enaineer for any other condl8ons
Inshuctlons
1 Tables show the 'worst case design ptasstaes, with any
unknown variable at its critical condition.
2 Tables are valid for any roof dope. For reductions for roof
slopes less than 10 degrees, consult Engineer for site
specific amlysia
3 Calculate the average roof height If average cannot be
datermined, on the peak roof height Round up the roof
height to the nwu highest table value.
4 Calculate the tributary area (length x height) of the opening
in question. Round the tributary area down to the next
smallest table value. If the tributary area is unknown, use
die most critical value (10 square feat).
5 Area between stmctord millions shall be used as tributary
area
6 Determine the Zone (Interior 4, orftbarior 5) of the
opening. An opening with any loco closer than distance
°a° to a building comer shall be considered in an Exterior
Zone (51 otherwise if a0 of the opening fags more than
distance °a° from a budding comer, the opening drill be
considered in an Interior Zone (4).
7 Distance °a,° as refaced to above, shall be calculated as the
smaller of 10%of the minimum building width or 40% of
the height, but riot less than 3 fast
8 Read the worst case positive and negative damp pcessmes
for use as required by governing bilking dapartm ®t
Er Digitally signed by
Fl, T. Mellinger, RE FL
Date: 2013.05.21 1!
- 04'00'
Date: May 21, 2013
Not Valid without Signature and Raised Embossed Seal
. '
Florida Building Code Online
t
http: / /floridabuilding.org/pr /pr app _4d.aspx ?param=wGEVXQwtDgtfY...
%,
BCLS Home ' Log In User Registration Hot Topics s Submit Surcharge Stats & Facts i Publications FBC Staff aCIS Site Map Links Search
Comments
Archived
Product Manufacturer Therma -Tru Corporation
Address /Phone /Email 118 Industrial Drive
Edgerton, OH 43517
(419) 298 -1740
rickw@rwbidgconsultants.com
Authorized Signature Rick Wright
rickw@rwbldgconsultants.com
Technical Representative
Address /Phone /Email
Quality Assurance Representative
Address /Phone /Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Lyndon F. Schmidt, P.E.
PE -43409
National Accreditation and Management Institute
12/31/2015
Ryan J. King, P.E.
' Validation Checklist - Hardcopy Received
FL10537 R1 COI Certificate of Independence.adf
Standard
ASTM D1929
ASTM D2843
Year
1996
1999
1 of 3 5/15/2013 8:31 PM
Product Approval
5 :USER: Public User
Product Aooroval Mem > Product or AwficAtion
Search > Application Ifst > AppOrathn Detsa
FL *
FL10537 -RI
Application Type
Revision
Code Version
2010
Application Status
Approved
Comments
Archived
Product Manufacturer Therma -Tru Corporation
Address /Phone /Email 118 Industrial Drive
Edgerton, OH 43517
(419) 298 -1740
rickw@rwbidgconsultants.com
Authorized Signature Rick Wright
rickw@rwbldgconsultants.com
Technical Representative
Address /Phone /Email
Quality Assurance Representative
Address /Phone /Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Lyndon F. Schmidt, P.E.
PE -43409
National Accreditation and Management Institute
12/31/2015
Ryan J. King, P.E.
' Validation Checklist - Hardcopy Received
FL10537 R1 COI Certificate of Independence.adf
Standard
ASTM D1929
ASTM D2843
Year
1996
1999
1 of 3 5/15/2013 8:31 PM
r
Florida Building Code Online
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
C.i-~ of Drnd11rtC
http: / /floridabuilding.org/pr /pr app_dtl.aspx ?param= wGEVXQwtDgtfY...
ASTM D635
ASTM E1300
ASTM E84
ASTM G26
TAS 201, 202, 203
Florida Licensed Professional Engineer or Architect
FL10537__Rl_Eguiv _ of STANDARDS.adf
Method 1 Option D
02/28/2012
02/29/2012
03/07/2012
04/03/2012
2003
1998
2000
1995
1994
10537.2 b. "FiberClassic ", "SmoothStar",
"ClassicCraft" or "ClassicCraft
Rustic"
6'8 "Impact" Opaque Fiberglass Single Door with Sidelite -
(OX or XO) Inswing or Outswing Configuration
Limits of Use I Installation Instructions
Approved for use in HVHZ: Yes i FL10537 R1 II Inst 10537.2.ndf
Approved for use outside HVHZ: Yes = Verified By: Lyndon F. Schmidt, P.E. 43409 I
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 10537.2 for Design Pressure Ratings by FL10537 Ri AE EVAL 10537.2.Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions. (Note - ASTM E1300 -98 utilized
for areas Inside the HVHZ)
10537.3 ! c. "FiberClassic ", "SmoothStar ",
"ClassicCraft" or "ClassicCraft
Rustic"
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
6'8 "Impact" Opaque Fiberglass Single Door with Sidelites -
(OXO) Inswing or Outswing Configuration
Installation Instructions
FL10537 R1 II Inst10537.3.Ddf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
2 of 3 5/15/2013 8:31 PM
..... _............_..._..._........_..._.—..._ ...... .........._................... — _............ ....,.......................... —....
FL # Model ' Number or Name
. .
_..__........... ._..__......................_ ... _-_ . . ...................... _ ....... .................... _.. - - -- ._._ ........
Description
10537.1 a. "FiberClassic ", "SmoothStar ",
6'8 "Impact" Opaque Fiberglass Single Door - (X) Inswing or
"ClassicCraft" or "ClassicCraft
Outswing Configuration
Rustic"
Limits of Use
E Installation Instructions
Approved for use in HVHZ: Yes
FL10537 Rl II Inst 10537.1.0 f
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
j Evaluation Reports
i
Other: See INST 10537.1 for Design Pressure Ratings by
FL10537 RI AE EVAL 10537.1.Ddf
specific Model and for any other additional use limitations
Created by Independent Third Party: Yes
and installation instructions.
10537.2 b. "FiberClassic ", "SmoothStar",
"ClassicCraft" or "ClassicCraft
Rustic"
6'8 "Impact" Opaque Fiberglass Single Door with Sidelite -
(OX or XO) Inswing or Outswing Configuration
Limits of Use I Installation Instructions
Approved for use in HVHZ: Yes i FL10537 R1 II Inst 10537.2.ndf
Approved for use outside HVHZ: Yes = Verified By: Lyndon F. Schmidt, P.E. 43409 I
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: See INST 10537.2 for Design Pressure Ratings by FL10537 Ri AE EVAL 10537.2.Ddf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions. (Note - ASTM E1300 -98 utilized
for areas Inside the HVHZ)
10537.3 ! c. "FiberClassic ", "SmoothStar ",
"ClassicCraft" or "ClassicCraft
Rustic"
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
6'8 "Impact" Opaque Fiberglass Single Door with Sidelites -
(OXO) Inswing or Outswing Configuration
Installation Instructions
FL10537 R1 II Inst10537.3.Ddf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
2 of 3 5/15/2013 8:31 PM
Florida Building Code Online
http: / /floridabuilding.org/pr /pr app_dtl.aspx ?param= wGEVXQwtDgtfY...
Other: See INST 10537.3 for Design Pressure Ratings by FL10537 RI AE EVAL 10537.3.gdf
specific Model and for any other additional use limitations Created by Independent Third Party: Yes
and installation instructions. (Note - ASTM E1300 -98 utilized
for areas inside the HVHZ)
10537.4 € d. "FlberClassic ", "SmoothStar ", 6'8 "Impact" Opaque Fiberglass Double Door - (XX) Inswing
"ClassicCraft" or "ClassicCraft or Outswing Configuration
Rustic"
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 10537.4 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and Installation instructions.
10537.5 e. "FiberClassic ", "SmoothStar",
"ClassicCraft" or "ClassicCraft
Rustic"
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: N/A
Other: See INST 10537.5 for Design Pressure Ratings by
specific Model and for any other additional use limitations
and installation instructions. (Note - ASTM E1300 -98 utilized
for areas Inside the HVHZ)
.
Installation Instructions
FL10537 R1 II_Inst 10537.4.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL10537 R1 AE EVAL 10537.4.Ddf
Created by Independent Third Party: Yes
6'8 "Impact" Opaque Fiberglass Double Door with Sidelites
- (OXXO) Inswing or Outswing Configuration
Installation Instructions
F1,10537 RI II Inst 10537.5.odf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL10537 Rl AE EVAL 10537.5.Ddf
Created by Independent Third Party: Yes
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850- 487 -1824
The State of Florida is an WEED employer. Copyright 2007 -2010 State of Florida.:: Privacy Statement :: Accessibillty Statement :: Refund Statement
Under Florida law, email addresses are public records. N you do not want your e-mail address released in response to a pubic -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mall. 9 you have any questions, please contact 850.487.1395. -Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emaiLs provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the pubk. To determtne If you are a licensee under Chapter
455, F.S., please click ham.
Product Approval Accepts:
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reqUkernents.
2. Concrete screw locations at the corners may be o*zW to maintain the mk*num edge clshar c to mortar joints. if
concrete screw locations noted as NIAX ON CENTER` must be adjusted to maintain the rr**num edge distance to mortor
Joints, addIflond concrete scram may be required to ensure the rna4mqn on center dirnerwon is not exceeded.
3. Concrete anchor kyWe.
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1. Substitution of equal concrete screws from a different appfkv may have different edge distance and Center distance
reqUkernents.
2. Concrete screw locations at the corners may be o*zW to maintain the mk*num edge clshar c to mortar joints. if
concrete screw locations noted as NIAX ON CENTER` must be adjusted to maintain the rr**num edge distance to mortor
Joints, addIflond concrete scram may be required to ensure the rna4mqn on center dirnerwon is not exceeded.
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114'
Bill OF MATERTMLS
n8A
DEscwplm
MATERIAL
ITEA!
DESCRfP1 X
MATENAL
A
1X BUCK SG L0.55
WOOD
30
CLASSIC CRAFT RUSK DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
8
2X BUCK SG 2055
WOOD
31
DOOR SKI 0.095a THK CC RUSTS = 6.000 PSI MIN.
FIBERGLASS
C
MAX III SHIM SPACE
-
32
TOP RAIL CLASSIC CRAFT RUSTIC
WOOD
D
I /4° X 2-3/4" ELCO OR ITW CONCRETE SCREW
STEEL
33
LOCK & HINGE STILE CLASSIC CRAFT RUSTIC
WOODAVL
E
MASONRY - 3,142 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
34
BOTTOM RAIL CLASSIC CRAFT RUSTIC
COMP.
as a
35
PANEL REINFORCEMENT ODD THK. CLASSIC CRAFT RUSTIC
STEEL
G
3/14r X 3-1 /4" FRV CONCRETE SCREW
STEEL
36
FOAM CORE
POLYURETHANE
H
1 /4" X 3-1 If ITW CONCRETE SCREW
STEEL
40
SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
'
J
1 le X 3-314" ELCO OR TW CONCRETE SCREW
STEEL
41
DOOR SKIN 0.065' THK SMOOTH STAR = 6,000 PSI MIN.
FIBERGLASS
S
a
L
# 10 X 2 -1 /2 PFH WOOD SCREW
STEEL
42
TOP RAIL (SMOOTH STAR
COMP.
1
INSWING ADJUSTABLE THRESHOLD ISW0AJ
ALU OOD
43
LOCK STILE (SMOOTH STAR
WOODAVL
2
INSWING THRESHOLD ]
ALUM./COMP.
44
HINGE STILE WOOTH STAR
WOOD
3
INSWING SELF ADJUST THERMAL BREAK THRESHOLD 30M
ALUM./COMP.
45
BOTTOM RAIL (SMOOTH STAR
COMP.
4
OUTSWING COASTAL THRESHOLD
ALUM /WOOD
46
PANEL REINFORCEMENf 0.023° THK SMOOTH STAR
STEEL
5
OUTSWING STANDARD THRESHOLD
ALUM ./WOOD
47
FOAM CORE
POLYURETHANE
6
INSWING THRESHOLD
AWM./COMP.
50
CLASSIC CRAFT DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS
7
DOOR BOTTOM SWEEP
VINYL
51
DOOR SKIN Q095' THK CLASSIC CRAM Fy = 6= PSI MIN.
FIBERGLASS
8
JAMB (PIM SG >= 0.55
WOOD
52
TOP RAIL CLASSIC
COMP.
9
JAMB (OAK] SG - 0.55
WOOD
53
LOCK STILE CLASSIC CRAFT)
WOOD/LVL
10
WEATHERSTRIP
FOAM
54
HINGE STILE CLASSIC CRAFT
WOOD/LVL
i l
HINGE
STEEL
55
1 BOTTOM RAIL CLASSIC
COMP.
12
#10 X 314" PFH SCREW
STEEL
56
PANEL REINFORCEMENT 0.023" THK CLASSIC C
STEEL
13
#9 X 3* PFH WOOD SCREW
STEEL
57
FOAM CORE
POLYURETHANE
14
LATCH STRIKE PLATE
STEEL
60
FIBER CLASSIC DOOR - SEE DOOR PANE- DETAIL SHEET FOR DETAILS
15
SECURITY STRIKE PLATE
STEEL
61
DOOR SKIN 0.065" THK TIBER CLASSIC = 6= PSI MIN.
FIBERGLASS
a
16
#8 X 2 -1 /2 PFH SCREW
STEEL
62
TOP RAIL RBE2
COMP.
17
#8 X 3/4" PFH SCREW
STEEL
63
LOCK STILE FIBER CLASSIC
WOOD/LVL
18
KWIKSET PASSAGE LOCK - SIGNATURE SERIES
IKWIKSEr
STEEL
64
HINGE STILE FIBER CLASSICI
WOOD
14
DEADBOLT - SIGNATURE SERIES 980
STEEL
65
BOTTOM RAIL MBER CLASSIC
COMP.
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67 FOAM CORE I POLYURETHANE
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R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building industry
C P.O. Box 230 dalrico, FL 33595 Phone R 13.659.9197
Florida Board of Professional Engineers Certificate of Authorivation No. 9913
Product
Category
Sub Category
Manufacturer Product Name
Therma-Tru Corporation Smooth Star, Fiber Classic, Classic Craft
Exterior
Swinging
Exterior Door
118 Industrial Drive and Classic Craft Rustic Fiberglass Door
Doom
Assemblies
Edgerton, 01-143517 Inswing/Outswing
Phone (419)298 -1740 "Impact'
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID #
1998) for Therma -Tru Corporation based on Rule Chapter No. 9N -3, Method 1 D of the State of Florida Product Approval,
Department of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest In the company
manufacturing or distributing the product or In any other entity involved in the approval process of the product named herein.
UmMadons.
1. This product has been evaluated and Is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the
'High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used In the "HVHZ" this product icomplies with Section 1626 of the Florida Building Code and does not require an impact
resistant covering.
4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the
2010 FBC and does not require an impact resistant covering. This products meets missile level "D" and includes Wind Zone 4 as
defined in ASTM E1996 and Section 1609.1.2.4 of the FBC.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL- 10537.1 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations using tthreshold item #4 meet water infiltration requirements for "HVHZ ".
8. Inswing and outswing configurations using threshold item #5 do not meet the water infiltration requirements for the "HVHZ" and shall be
installed only In non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the
edge of canopy or overhang to sill is less than 45 degrees.
9. See drawing FL- 10537.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 01460336 -A,B,C
STTS00001
15427 - 107362
ATI 67508,01- 106 -18
TEL 06- 1031 -1
2. Drawing No.
No. FL 10537.1
Test Standard
ASTM D635 -03, ASTM 01929 -96
ASTM D2843 -99
ASTM G26 -95
ASTM E84 -00a
ASTM D1929- 96(2000)e01
TAS 201 -94, TAS 201 -94. TAS 203 -94
Prepared by
RW Building Consultants, Inc. (CA #9813)
Testing Laboratory iS tined by
Testing Evaluation Lab.Jnc. Lyndon F. Schmidt, P.E.
Sub Tropical Testing Lon Hicks, VP Operations
Omega Point Laboratories William E. Fitch, P.E.
Architectural Testing, Inc. Joseph A. Reed, P.E.
Testing Evaluation Lab.,lnc. Wendell W, Haney, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
3. Calculations Prepared by Signed & Sealed by
Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E.
4. Quality Assurance
Certificate of Participation issued by National Accreditation and Management institute , certifying that Therma-Tru
Corporation is manufacturing products within a quality assurance program that compiles with ISO/iEC 17020 and
Guide 53.
Lyndon F. Schmidt, P,E.
FL PE No. 43409
212812 01 2
PF 1464 Sheet 1 of 1
.Y
4
8/17/13
Florida Bujlding Code Online
r rP/
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Product Approval Menu > Product or Avolication Search > Application List > Application Deta6
Ua s �
FL #
FL7067 -R4
�"'�=`
Application Type
Revision
Code Version
2010
Application Status
Approved
Comments
Archived
Product Manufacturer
Address/Phone /Email
s
Authorized Signature
Technical Representative
Address/Phone /Email
Quality Assurance Representative
Address/Phone /Email
Category
Subcategory
Compliance Method
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368 -6922 Ext 207
miafevre@cws.cc
Michael LaFevre
rrdafevre@cws.cc
Brian Tenace
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922 Ext 291
btenace @cws.cc
Jeff Thompson
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922 Ext 221
jhompson @cws.cc
Windows
Horizontal Slider
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A. Turner
Evaluation Report
Florida Ucense PE -58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 03/01/2014
Validated By Steven M. Urich, PE
Validation Checidist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL7067 R4 COI EvaIRen CWS -1578 (HS -8200 IMPACT) odf
Standard
AAMA/W DMA/CSA/101 /I. S.2/A440 -05
ASTM E 1300 -04
ASTM E1886 -02
ASTM E1996 -02
PA/TAS 201/202/203
Year
2005
2004
2002
2002
1994
hrtipsJ /wwwflardabdldirlg.org /pr /pr app dtl. aspXt Aran= wGEVXQ MDgvlWZSg39JzuQ3rGVaEgK1or3uNgdsGvN *W 1/2
8117/13
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL*
7067.1
Florida Building Code Online
Method 1 Option D
12/12/2011
12/16/2011
12/22/2011
01/31/2012
Model, Number or Name
HS -8200 Vinyl Horizontal Slider
Limits of use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/ -60
Other" Large Missile, 74x54, DP = +/- 60 psf, (Impact).
7067.2 IS -8200 Vinyl Horizontal Slider
Limits of Use
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/ -60
Other. Large Missile, 111"x 63 ", XOX, +/- 60 psf.
7067.3 HS -8200 Vinyl Horizontal Slider
Limits of Use - --
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/ -75
Other. Large Missile, 73" x 62 ", DP = + 60, - 75 psf, Impact
Description
__._...M.-__ ......... _____
HS -8200 Vinyl Fig /Fin Horizontal Slider (Impact) 74x54, XO.
Installation Instructions
FL7067 R4 n CWS -157B (HS -8200 IMPACTI Ddf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL7067 R4 AE DuPont PVB NOA 11 -0624 01 Ddf
FL7067 R4 AE EvalRrtn CWS -1576 (HS- 8200 IMPACT).odf
FL7067 R4 AE Mlkmr NOA 11-0830 09 Ddf
Created by Independent Third Party: Yes
HS -8200 Vinyl Flg/Fln Horizontal Slider, Impact, 111" x 63 ", XOX.
Installation Instructions
FL7067 R4 H MS-232B (HS -8200. XOX. IMPACT) -pd
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL7067 R4 AE DuPont PVB NOA 11-0624 01 Ddf
FL7067 R4 AE DuPont SGP NOA 11 -0624 02 1df
FL7067 R4 AE EvalReD CWS -2325 (HS -8200 XOX IMPACT) Ddf
FL7067 R4 AE Mikran NOA 11 -0830 09.odf
Created by Independent Third Party: Yes
HS -8200 Vinyl Fig Horizontal Slider, 73" x 62 ", XO or OX.
--. ..__ ..........
----- ...._....._.
Installation Instructions
FL7067 R4 H CWS -399A (HS -8700. 73x62 75DP IMPACTS ndf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL7067 R4 AE DuPont SGP NOA 11 -0624 02 Ddf
FL7067 R4 AE EvalReo CWS 399A (HS-8200, 73x62 75DP
IMPACTI.odf
FL7067 R4 AE Mikron NOA 11 -0830 09,p_df
Created by Independent Third Party: Yes
7067.4 1 HS -8200 Vinyl Horizontal Slider Impact ' HS -8200 Vinyl Horizontal Slider Impact w/ Alum MR. i
Llmits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60/ -60
Other. Large Missile, 72"x 63 ", DP = +/- 60 psf, AI, FMR.
Installation Instructions
FL7067 R4 II CWS -186B (HS -8200, 77x64 tneoerT).pdf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL7067 R4 AE DuPont PVB NOA 11 -0624 01 odf
FL7067 R4 AE EvalReD CWS -186B (HS -8200. 72x64 IMOerT))ndf
FL7067 R4 AE Mikron NOA 12 -0830 09,Ddf
Created by Independent Third Party: Yes
Contact Us :: 1940. North Monroe Street. Tallahassee FL 32399 phone: 850- 487 -1824
The State of Florida is an AA/EEO employer. Copyright 2007 -2010 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public- records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. - Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address U
they have one. The smalls provided may be used for official communication Wth the licensee. However email addresses are public record. If you do not welsh to
supply a personal address, please provide the Department Wth an email address whlch can be made available to the public To determine If you are a licensee
under Chapter 45S, F.S., please dick here .
Product Approval Accepts:
w go ER *.
hfpsJ/wwwflaridabdidirig.org /pr /a app o. aspOWanFwGEVXQvADgwdNMZSq39JzuQ3rGVaEgigor3uNgdsGw %3d 212
HORIZONTAL SLIDER ELEVATION (LARGE MISSILE IMPACT
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ................1
ANCHOR SCHEDULE AND NOTES ..............2
DESIGN PRESSURES & GLAZING ................3
SECTIONS & ALT. FRAME .............................4
EXTRUSIONS & BILL OF MATERIALS ........... 5
INSTALLATION DETAILS .. ............................6 -7
Lomas 0. Tumor, PE. 2011.12 -07 11:43-06:00
PROPRIETARY AND CONFIDENTbkL 112`2/7/11
THE INFORMATION CONTAINED IN THIS DRAWING IS THE 80LE PROPERTY OF CUSTOM
WINDOW SYSTEMS. NO. ANY REPRODUCTION W PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION! OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
PVC IMPACT REQUIREMENT:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE
FLORIDA BUILDING CODE, CURRENT EDITION.
2. GLAZING OPTIONS: (SEE SHEET 3)
3. CONFIGURATIONS: °O/X° OR °X/O°
4. DESIGN PRESSURE RATINGS.
- NEGATIVE DESIGN LOADS BASED ON, TESTED PRESSURE AND GLASS TABLES
ASTM E4300.
- POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST
PRESSURE AND GLASS TABLES ASTM E -1300.
S. ANCHORAGE: THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
PRODUCT. SEE SHEETS 6-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION FACTOR Cd =1.6
WAS USED FOR WOOD ANCHOR CALCULATIONS.
6. PRODUCT APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED. THE
IMPACT SWEEP LOCKS ARE INTENDED TO BE LEFT UNLATCHED DURING NORMAL OPERATION
OF THIS PRODUCT. BUT MUST BE ENGAGED PRIOR TO EXPOSURE TO HURRICANE WINDS AND
FLYING DEBRIS.
7. ALL FRAMES AND VENTS ARE FULLY WELDED. SMALL JOINT SEAM SEALER USED AT FIXED
MEETING RAIL AND JAMS.
8. REFERENCE TEST REPORTS: HORIZONTAL SLIDER °O/r,'WO °: NCTL- 210. 3671 -1,1A, 2,2A,
NCTL- 210- 3433 -2, -2A (WATER)
9. SERIES / MODEL DESIGNATION HS -8200.
10, 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. BUCK OR FRAMING IS THE RESPONSIBILITY OF THE
ARCHITECT OR ENGINEER OF RECORD.
11. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED
SASH
12. SECTION CALLOUTS FROM O!X ELEVATIONS APPLY TO ALL ELEVATIONS IN A SIMILAR
LOCATION.
13. WEEP SLOTS - 1/4'X 1° LOCATED 4° FROM BOTH ENDS
ANCHOR LAYOUT - (FLANGE)
THRU FRAW (MASONRY pPENAtG?
C
C.., -_ --
ANCHOR LAYOUT - (FIN)
THRU NAIUNG FIN (WOOD OPENING)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD.
2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4°. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED,
INSTALLATION
ANCHORS TYP.
4.3116° DIA ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 V4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112° SHALL
BE ACHIEVED IN EITHER DIRECTION.
5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8° SHALL BE ACHIEVED IN EITHER DIRECTION.
6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION
7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING.
DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION.
S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER)
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE
OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT
VERSION OF THE REFERENCE DOCUMENTS:
FMNAAMA 100(FIN WINDOWS), FMAIAAMA 20D(FLANGE WINDOWS),
FMAIWDMA 250(BOX WINDOWS), FMA/AAMAIWDMA WO(EXTERIOR DOORS).
PROPRIETARY AND CONFIDENM 12/7111
THE INFORMATION CONTAINED IN THIS DRAWING IS THE DOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED
PER 2010 FBC
PER NEW FBC REQUIREMENTS
SJWNIDOWS A DOM
SW 44TH AVE.
.A, FLORIDA 34474
ANCHOR SCHEDULE $ NOTES - LARGE MISSILE IMPACT
8200 R�WIis} ADE ATE 3/16/201
PVC HORIZ. SLIDER `�A NTS WG . CWS -15
,EV, LETTER: B , mEer 2 OF 7
� V MAX (TYP) y
_...8e
MAX
MAX. U.C. SEE MOTE 6
(TYP)
(T
A i
I �)
V MAX. (TM_
i
14° MAX O.C.
e°
TI
SWEEP LOCKS ONLY ENGAGED
MAX O.C.
_
DURING
I SWEEP LOCKS ONLY ENGAGED (TYP)
CCKS ARE LOCATED AT THE
-. -__
DURING HURRICANE.
THIRD POINTS ALONG THE FPM
LOCKS ARE LOCATED AT THE
JAMB
n
THIRD POINTS ALONG THE FRAME
_ _ JAMB
O X
ANCHOR LAYOUT - (FLANGE)
THRU FRAW (MASONRY pPENAtG?
C
C.., -_ --
ANCHOR LAYOUT - (FIN)
THRU NAIUNG FIN (WOOD OPENING)
NOTES:
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SAME AS HEAD.
2. SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4°. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED,
INSTALLATION
ANCHORS TYP.
4.3116° DIA ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 V4" INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112° SHALL
BE ACHIEVED IN EITHER DIRECTION.
5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1318" INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 7/8° SHALL BE ACHIEVED IN EITHER DIRECTION.
6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION
7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING.
DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION.
S. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER)
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE
OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT
VERSION OF THE REFERENCE DOCUMENTS:
FMNAAMA 100(FIN WINDOWS), FMAIAAMA 20D(FLANGE WINDOWS),
FMAIWDMA 250(BOX WINDOWS), FMA/AAMAIWDMA WO(EXTERIOR DOORS).
PROPRIETARY AND CONFIDENM 12/7111
THE INFORMATION CONTAINED IN THIS DRAWING IS THE DOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED
PER 2010 FBC
PER NEW FBC REQUIREMENTS
SJWNIDOWS A DOM
SW 44TH AVE.
.A, FLORIDA 34474
ANCHOR SCHEDULE $ NOTES - LARGE MISSILE IMPACT
8200 R�WIis} ADE ATE 3/16/201
PVC HORIZ. SLIDER `�A NTS WG . CWS -15
,EV, LETTER: B , mEer 2 OF 7
718° OVERALL
118' ANNEALED or TEMPERED
7118° AIRSPACE
5118• LAMINATED
118° ANNEALED GLASS
—.090 DUPONT PVS INTERLAYER
118` ANNEALED GLASS
18 PURFECT GLAZE -W
SIKAFLEX 662
t 112"
s
s
BITE
GLASS TYPE A
FULL SIZE
B JUPDATED PER 2010 FBC
11/0912011
LUCAS A. TURNER FL P.E. 58201 A JUPDATED PER NEW FBC REQUIREMENTS
7/07/2
aµlfaaaarrr
aaaasp,�YOiBEtgrt r-
%&ftm
$ 4`0:° isi:
���a�.�jC
No 5=1 '0 % 1900 SW 44TH AVE.
- OCALA, FLORIDA 34474
• 0 2 oTL ' GLAZING - LARGE MISSILE IMPACT
E
RIE$ RawrsB ADE ATE:
��
Q"� ,"�i``
rii'ii
3116!2010
THE IPa;ORA6ATi07tl CONTAWED MI TtUB DRAWING THE E PROPER OF CUSTOM
°sQ•'+ O E8 1' DEL f.._E. 1:1 . NO.
PVCHORIZ.SLIDER
i��i�
C.W$ -1
WINOWENa TEMS�. ANY RR RDUCTIOONIN PART
9,RAS WHOLE WITHOUT
*0 �aaa`a ^,..ErrER. B '� T:
30f7
SECTION VIEW A-A
TYPICAL VERTICAL SECTION
NOTE: SHOWS FD(FD GLASS CUTAWAY
P L A
TE: ITEMS 23-26,32,33,41,42,45
E RI USED BUT NOT SHOWN FOR
TY.
SECTION VIEW C-C
ALT. FIN FRAME Izz
PROPRISTARYAND CONFIDENTIAL 12%%/11
THE INFORMATION IN M THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
IMPACT HOOK SPACING:
1) HEAD HOOKS:
A) (° FROM UNIT EDGE TO EDGE OF HOOK.
B A THIRD HOOK IS CENTERED IF UNIT WIDTH IS GREATER THAN OR EQUAL TO 61314'.
C INNER HOOK 3 7W FROM EDGE OF MTG RAIL
2) SASH CATCH:
A) 2 -12° FROM SASH CORNER TO EDGE OF CATCH.
B) A THIRD CATCH IS CENTERED IN SASH IF UNIT WIDTH IS GREATER
THAN OR EQUAL TO 61 3RiW, SASH AND FRAME HOOKS ARE TO ALIGN WITHIN 114`.
Item Part @ I Description Vander buterlals 1 2 3 4
1 H43031 Main Fr., SK w/Flg., PVC, Hand Mkw Rill PVC 31/8, 31/8° 9 r�23118° $ASH CORNER FRAME CORNER
CONSTRUCTION CONSTRUCTION
2 H-W31 Mar„ Fr., SK w/wg., PVC, Bill Mkon Rigid PVC
3 H-6Wl hbh Fr., SH, w1Rg., PVC, L. Jb. 1400on Rigid PVC
4 H•6031 Main Fr., SH, w/f-tg., PVC, R Jb. M1aan Rigki PVC 1 W8° 1118°
5 H-1S36 Meat Rau, Fxd. Keymark AE -n—ft n
2 11!18°
6 1+1497 Rehnf. Sash Meet Rao Keymark Ahm9num 38198° 1/18°
7 1 14-1699 Rehnf. Sash Ptd Rao Keymark AWrrinimn
PVC SASH MTG. RAIL -8027 CORNER WELD
8 1+8004 Sash Top/Sot 17x0 Mkron Rigid PVC CORNER WELD
9 FF6027 Sash Meet Rau, PVC Milaw 1/18• (ALL SIDES)
10 Ff 6028 Sash Slee Re0 AloWn R PVC (ALL SIDES)
Rigid PVC PVC FRAME FLANGE -6031 1• 93118 I MEETING RAIL
11 S-1498 Reinf. S.B.RJS.T.R, Horiz. Keymark Arumhaim 1118° 1 15!18 °� SCREWED TOGETHER
12 5-1556 Sash Catch Keymark Aluminum PVC FRAME FIN6= 8 WITH OUTERFRAME
13 S -1577 Frame Catch, !lead Keymark Akwirwm 'j 1/16° 1518" ills" 10
14 S-1776 Rohr, track Keymark Aluminum 3116^ —i 314° 1518`
15 5-6013 Scm. Adapt, w/M, tbrtz. Mivon R& WC 3—
16 S-6014 Scm. Adapt,VerL Moon Rigid P/C --
17 S-6083 Mast Rail Cover MvOn Rigid PVC O ALUM. S.S.RJS.S.R -1498 PVC SASH TOP/STM RAIL-6004 PVC SASH SIDE RAIL-6028
18 S-6064 Laze Bead Mlaon Rigid PVC 5
20 5.1112 Glazing Bead Keymark Aluminum 518° 11/2*
21 83010 BubVhrylw/ Base, .350Fah Amesbury 9!1; u18° —1198 1/4°
23 83028 Screen WO Tab Hurley Steel i 1118 ° -1 16 �18
24 FL3033 Screen Spring, SS Fla Screen Stainless Steel y 2118°
25 P-3113 Screw Support, WC Team Plastic Rubber 5.000
LJK
ALUM. SASH IMPACT HOOK -15M
26 P-4638 #8 x 2112° Ph TRUSS SMS @ mtg rail Fastenal Steel
n PVC SCREEN SUPPORT •6094 PVC GLAZEBFAD - 8084
27 P-3118 Keeper, Sw cap Lock Sufvan Zinc
28 P-3166 Roller, Tandem M&M Nylon ALUM FIXED RAIL -1836
29 P -3218 Screen Frame AOmetal Aluminum O
30 P-3228 Screen Spftne, .155 Dia., Blk Dapa O
32 FL3321 Screen Frame Comer Key Magnolia Nylon 8 1 ��" y °_° 1116° 96"
33 P -3342 Seam Sealer, SW5504 Schnee Silicone PLAN VIEW 1
34 P-3352 Set BOc, 85 Dur.,1/8° x SW x 2• Lg. Frank Low a (lubber 1198° 7198`
35 P-3429 Wstp., 0.270 x .187 back FhSaal, Gray Ultrafeb —
36 PUrfect Glaze "K. SOmFlex 552 Henkel / Slim ALUM. SASH MTG. RAIL -1497 PVC SCREEN CATCH - 6013 ALUM. ROLLER TRACK -1776
37 P- 3511 96 x 5/8" Pan Sq. TEK Wht Fastanal Steal 15116
1116"
38 P-3541 #8 x 112° Screw, Frame hnpect Catch Fastenal Steel 718° 13 3/4• 7 7118 °�
39 83659 #8 x 316" Screw, Frame hrpact Catch Fastenal Std �_
40 P-3581 Screen Cloth, 18 x 16 Fiberglass Phiter Fiberglass
ALUML FRAME IMPACT HOOK -1577 15!16•
41 P-3613 CWS Lbl.(10g0) O 1/16° SCREW SUPPORT -3113
42 FL3738 FS -8200 Gold Cart Label, NFRC Tab, hrpact
43 FL3752 Cap Plug, 112" H9le M&M Nylon PLAN VIEW ALUM. SASH REINF. - 1699
44 P-3783 Lock, hrpact Interlock Z111C 11tW 8J1� B UPDATED PER 2010 FBC 11/0912011
4S FL3881 Temporary Lbl. (P&RCY�j
47 P-4051 #8 x 1114" Ph PH TEK, Wht Fastenal Steil LUCAS A. TURNER, FL P.E. 58201 1��LA UPDATED PER NEW PBC REQUIREMENTS 7/07/200 48 P-4069 Keeper, I pact SuOvan Zhx 5L U 0 �e�ngyrDRE 49 P -4479 Weep Cover w /Flap M&M Nylon „� 50 Pd632 Sweep Lock SuBvan Zinc ALUM GLAZE BEAD -1112 «,4b V, .-*"c' E IV's
51 P-4633 112° Barrel fastener Fastenal Steel PVC FIXED RAIL COVER - 6083 : a
52 Glass SEESHEEC3 Cardinal Cardinal y� Na 50201 ' OCALA, FLORIDA 34474
53 H•8026 Morin Fr., SH w/FW. Mik on Rigid P/C L ALUMINUM EXTRUSION ARE 6063 -T6 *
EXTRUSIONS 8 B.O.M. -LARGE MISSILE IMPACT
54 FL3429 lWatp., 0.420 x .187 back RnSeal, Gray Utrafab + ., SPATE L1F rAS R aawu av aTE
OTE: 11EMS19,22,31,46ARE THE INFORMATION CONTAINEDINiHsDRAWrGisTHES (XEPROPERTYofCUSTOen �'�s�g°` :';;1P* o*I.6200 ADE ,G. 3/9612010
OT USEQ IN THIS PRODUCT. WIND= of s w REPRODUCTION rsie . n o s PRO r ' �i��i iQiltA�s `'�, PVC HORIZ. SLIDER �. LIEF 1 B AFT CW5 oF15
SEALANT BETWEEN BUCK
AND OPENING BY OTHERS
CONCRETE/MASONRY
BY OTHERS
INSTALLATION ANCHOR,
COQ 0l16• DIA MASONRY SCREW. °
BY OTHERS W! WASHER THRU SCREW SUPPORT
[C) ' o
SEALANT BETWEEN BUCK
AND OPENING BY OTHERS A
2-UE MN. EDGE DIST.
[C)
21/2" MIN. EDGE DIST.
[C) °A °d
1 114 MIN EMBEDMENT °
1 BY WOOD BUCK
EXTERIOR FINISH • �' _�,... >{ BY OTHERS [Aj
BY OTHERS
PERIMETER SI
BY INSTALLER
SEALANT BEHI
FLANGE BY
INSTALLER
SEALANT BEHIND
FLANGE BY
INSTALLER
PERIMETER SEALANT
BY INSTALLER
EXTERIOR FINISH
BY OTHERS
OTHERS
�s.o.
ps O ++eP +P •• � +P a �• P +o 0+.
P• P• Y +• P• a• + p•
1W MAX SHIM
[B]
INSTALLATION ANCHOR, .V16- DIA.
MASONRY SCREW W/ WASHER
THRU SCREW SUPPORT [C)
1 BY WOOD BUCK
BY OTHERS [A]
° MAX HIM
1 r - [a]
1114 MIN. EMBEDMENT I I L- PERIMETER SEALANT
[C] BY INSTALLER
EXTERIOR ERIOR FINISH
BY OTHERS
8 HORIZONTAL SECTION
6 FRAME (MASONRY)
INSTALLATION ANCHOR, NIS' DIA.
MASONRY SCREW w/NEOPRENE
BACKED WASHER THRU SCREW
SUPPORT [C)
SEALANT UNDER SCREW
HEAD BY INSTALLER
114' MAX SHIM
SILL STOOL
OTHERS
Ps • °. s • �^L. USE SOLID WOOD
SUPPORT TO MAKE
:• •. : o�° SILL LEVEL. BY OTHERS
11/4" MIN EMBEDMENT
ED]
• �- 21W MIN. EDGE DIST.
(TYP)
A VERTICAL SECT]ON
FRAME (MASONRY)
SEALANT BEHIND
FLANGE BY
INSTALLER
PERIMETER SEALANT
BYINSTALLER
EXTERIOR FINISH
114' MAX SHIM
)e)
BOTTOM SWEEP LOCK
DURING HURRICANES.
SUPPORT [C]
SEALANT UNDER SCREW
HEAD BY INSTALLER
1/4' MAX SHIM
BY OTHERS D ° . ° •DDP D
CONCRETEIMASONRY ° D• b ° D' 6 D Q
D
BY OTHERS D s p . °' � °' °� °` o• °D, °• sD
D °�ot. oD .° o
° • °D D ° Do o D. •D 6 �
s pD, °D • °p °
D ALTERNATE PRECAST SILL DETAIL
8 FRAME (MASONRY)
lz.-
PROPRIETARY AND CONFIDENTIAL 12P7 /11
THE INFORMATION CONTAINED W THIS DRAWING LS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WnNOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, SIC. IS PROHIBITED
1 1M" MIN EMBEDMENT
(C)
21W MIN. EDGE DIST
[C]
REFERENCE NOTES
[A] SEE NOTE 10, SHT 1
[B) SEE NOTE 2&3. SHT 2
[C] SEE NOTE 4, SHT 2
[D] SEE NOTE 5, SHT 2
[E) SEE NOTE S, SHT 2
1M MN. EMBEDMENT
. (D)
s'
71W MIN. EDGE DIST.
0fro�
INSTALLATION ANCHOR.
#10 WODD ANCHOR.
�r W/ WASHER THRU
A SCREW SUPPORT ED]
2 BY WOOD BUCK
• BY OTHERS.
6 [A]
SEALANT BETWEEN
BUCK AND OPENING
SEALANT BERING
'� • *' ' BY OTHERS
FLANGE BY INST
PERIMETER SEALANT
"" -• "" "" EXTERIOR FINISH
BY INSTALLER
BY OTHERS
r- C,HORIZONTAL SECTION
6 FRAME (WOOD)
'I
TE: HEAD AND JAMB
IjI
IMILAR FOR 28Y INSTALLATION.
I illy
[LL INSTALLATION SAME AS SHOWN BELOW.
SUPPORT [C]
SEALANT UNDER SCREW
HEAD BY INSTALLER
1/4' MAX SHIM
BY OTHERS D ° . ° •DDP D
CONCRETEIMASONRY ° D• b ° D' 6 D Q
D
BY OTHERS D s p . °' � °' °� °` o• °D, °• sD
D °�ot. oD .° o
° • °D D ° Do o D. •D 6 �
s pD, °D • °p °
D ALTERNATE PRECAST SILL DETAIL
8 FRAME (MASONRY)
lz.-
PROPRIETARY AND CONFIDENTIAL 12P7 /11
THE INFORMATION CONTAINED W THIS DRAWING LS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WnNOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, SIC. IS PROHIBITED
1 1M" MIN EMBEDMENT
(C)
21W MIN. EDGE DIST
[C]
REFERENCE NOTES
[A] SEE NOTE 10, SHT 1
[B) SEE NOTE 2&3. SHT 2
[C] SEE NOTE 4, SHT 2
[D] SEE NOTE 5, SHT 2
[E) SEE NOTE S, SHT 2
SHEATHING
BY OTHERS
EXTERIOR FINISH —
BY OTHERS
SEALANT BEHIND FIN
BY INSTALLER
WINDOW WRAP
BY INSTALLER
PERIMETER SEALANT
BY INSTALLER
SEALANT BEHIND FIN
BY INSTALLER
PERIMETER SEALANT
BY INSTALLER
WINDOW WRAP —
BY INSTALLER
EXTERIOR FINISH-- -
BY OTHERS
BY OTHERS
In
-2 BY WOOD BUCK
BY OTHERS
N
—1/4" MIN EDGE DIST
(El
1Lt MIN EDGE DIST
2 BY WOOD BUCK
114° MAX SHIM
BY OTHERS
[AJ
114' MAX SHIM
I
INSTALLATION ANCHOR.
f
$8 WOOD SCREW G
JJJ
wl WASHER
j
1 ire MIN. EMBEDMENT
`
LEI
R
y
SHEATHING
li
BY OTHERS
o o
• uu'e •ee
•• a •.
.. ...._
EXTERIOR FINISH
BY OTHERS
_..___. WINDOW WRAP
SEALANT BEHIND FIN
BY INSTALLER
BYINSTALLER
PERIMETER SEALANT
IW MAX SHIM
[BI
MIN EDGE DIST
F MRQONTAL SECTION
7 FIN (WOOD)
•o '� °'�..., I —2 BY WOOD BUCK
BY OTHERS
o
INSTALLATION ANCHOR,
08 WOOD SCREW
w/ WASHER
[El
1 Ire MIN. EMBEDMENT
CE)
E4lERTICALSECTION PROPRIETARY ANDCOWIVEMTIAL 12/7/11
7 FIN (WOOD) THE INFORMATION CONTAINED IN THE DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. 040. ANY REPRODUCTION IN PART OR AS A WHOLE W RHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED
REFERENCE NOTES
(A) SEE NOTE 10, SHT 1
IBI SEE NOTE 283, SHT 2
IC) SEE NOTE 4, SHT 2
IDJ SEE NOTE 5, SHT 2
IQ SEE NOTE S, SHT 2
Lucas A. Turner, P.E., MBA
2080 Mauve Terrace
North Port, FL 34286
Ph. 941 - 380 -1574
Evaluation Report 186B
December 16, 2011
Product Description: Series 8200 PVC Horizontal Slider Window, Large Missile Impact, 72" x 63" unit
size XO or OX, DP60
Manufacturer: Custom Window Systems, Inc. 1900 SW 44"' Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC
Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product
complies with the requirements of the Florida Building Code including the High Velocity Hurricane
Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) Approval drawing CWS -186B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11.
2) Test Report NCTL- 210 - 3433 -1, -lA, -2 and -2A, from National Certified Testing Laboratories,
Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2 /A440-
2005, and ASTM E 1886/1996 2002
3) Supplemental Calculations to support CWS -186B, signed and sealed by Lucas A. Turner, P.E. on
12/7/11
Installation: Units must be installed according to approval document CWS -186B.
Limitations of Use: This product:
• May be used in O/X or X/O configuration in sizes up to 72" x 63" unit size, with max. glass
daylight sizes as shown in CWS -186B
• Achieves design pressures of +/ -60 psf
• Is large missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires glazing as shown in CWS -186B, using Dupont PVB Interlayer per Miami -Dade N.O.A.
#11- 0624.01
• Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade
• Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11- 0830.09
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
Lucas a rumor, P.E. 2011 -12- 1614:38 -05:00
*�p4� p� T) RF k
s
W : Na b02ii1 �.
STATE OF
a t 4
iP � .Y�r ri:•oari
z�
12/16/11
Lucas A. Turner, P.E.
FL PE #58201
10/18!1$ Florida Building Code Online
SCIS Home Log In € User Registration i Hot Topics Submit Surcharge stats & Facts I Publications
> Product or Aoolication Search >
FL #
Application Type
Code Version
Application Status
Co., ii, nts
Archived
Product Manufacturer Custom Window Systems Inc.
Address /Phone /Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368 -6922 Ext 207
mdafevre @cws.cc
Authorized Signature Michael LaFevre
ndafevre@cws.cc
Technical Representative Brian Tenace
Address /Phone /Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922 Ext 291
btenace @cws.cc
Quality Assurance Representative Jeff Thompson
Address /Phone /Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922 Ext 221
jthompson @cws.cc
Category el Findows �
Subcategory
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A. Turner
Evaluation Report
Florida License PE -58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 07/21/2020
Validated By Steven M. Urich, PE
Validation Checldist - Hardcopy Received
Certificate of Independence FL13010 R1 COI EyalReo CWS 433A rPW 8i nn 3FY72 jMpgCTj.pdf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Standard
AAMA/ W DMACSA/101/I. S.2/A440- 05
ASTM E 1300 -04
ASTM E1886 -05
ASTM E1996 -02
PA TAS 201/202/203
www.floridabuilding.org /prlpr app d. aspx? pararrrwGEVXQ wtDq% QEb8FEH6OVrs5wFsWUW3are/ a2f3TQzgFd2pZHCcirFTMBA ° /a3d %3d 113
10/18/13
Product Approval Method
Florida Building Code Online
Method 1 Option D
12/12/2011
12/16/2011
12/21/2011
01/31/2012
13010.1 PW -8150 PVC Fixed Window
Limits of Use
Approved for use in HVH2: Yes
Approved for use outside HVH2: Yes
Impact Resistant: Yes
Design Pressure: +75/ -75
Other. PW -8150, 36" x 72 ", DP = +/- 75 psf. Large Missile
Impact.
PW -8150 PVC Flg/Fin Fixed Window, 36"x 721.
Installation Instructions
FL13010 RI II WS -4 A (PW -815D 36x7 IMPACTI odf
Verified By: Lucas A. Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL13010 R1 AE DuPont PVB NOA 11-_0624 01 )df
EL13010 RI AE Eval eo CWS -433A MW -8150. 36x72,
IMPACT).Ddf
FL13010 R1 AE Mikron NOA 11 -0830 09.ndf
Created by Independent Third Party: Yes
13010.3 1 PW -8300 PVC Fixed Window
Limits of Use
Approved for use In HVH2: Yes
Approved for use outside HVH2: Yes
Impact Resistant: Yes
Design Pressure: +70/ -70
Other. PW -8300, 120" x 48 ", DP = +/- 70 psf. Large Missile
Impact.
PW -8300 PVC Flied Window
tiles
F. -- 7.-
10
p�IF?Ilyttld 0r Ilse outstd .HK Q.
npact;
PICTURE WINDOW ELEVATIONS (LARGE MISSILE IMPACT)
SHOWN W/DIFFERENT OPTIONS
DESIGN ES NG
155
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ..........
1
ANCHOR SCHEDULE & NOTES ...........
2 -3
SHAPES...................... ..............................4
GLAZING..................... ..............................5
SECTION VIEWS ........ ..............................6
EXTRUSIONS & B .O.M .............................
7
INSTALLATION DETAILS ......................
8-9
77114'
MAX.
OVERALL
FLANGE
UNIT
1/8'
73114'
MAX OVERALL FLANGE WIDTH
72'
MAX UNIT WIDTH
x
s c PRESSUR RAnw
t67s
PVC IMPACT REQUI GM NT
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
THE FLORIDA BUILDING CODE, CURRENT EDITION.
2. GLAZING OPTIONS: (SEE SHEET 5)
3. CONFIGURATION: FIXED LITE °O°
4. DESIGN PRESSURES:
- NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES
ASTM E -1300.
- POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST
PRESSURE AND GLASS TABLES ASTM E -1300.
5. ANCHORAGE: THE 33 U3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF
THIS PRODUCT. SEE SHEETS 8 -9 FOR INSTALLATION DETAIL WIND LOAD DURATION
FACTOR Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
6. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.
7. ALL FRAMES FULLY WELDED.
8. REFERENCE TEST REPORTS: NCTL- 210 - 3530 -1, 1A, 2, 2A, NCTL- 210 - 3672 -1, 1A, 2, 2A
9. SERIES / MODEL DESIGNATION PW -8300.
10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK AND FRAMING IS RESPONSIBILITY
OF ARCHITECT OR ENGINEER OF RECORD.
FL P.E.
w.� Na 5&2D1
I A.Tw*r,P.E. 2011 -12- 1411:08-05:00 y
'zsr— +31 ; STATE OF
PROPRIETARY AND CONRDENTIAL 12114/11 .
THE INFORVATxxd CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ��i�iS` . .....
WRITTEN IITEN PERMISSION OFFCUSTOM WINDOWNSYSTEMS. M. IIS WHOLE O RE THE
`,�����a
=.J WINDOWS & DOORS
SW 44TH AVE.
.A, FLORIDA 34474
iNERAL NOTES & ELEVATIONS - LARGE MISSILE IMPACT
8300 v E 5/051207
--
PVC FIXED LITE NTS CWS -159
Wb d
6" MAX
(TYP) 4° MAX
�C. tTYP)
4" MAX � MAX O.C.
A .—*-7 - SEE NOTE 2 i) iTYP) SEE NOTE 6
Jr
14_ MAX O.C. W MAX O.C. J
(Tti P) (TYP)
r
INSTALLATION
ANCHOR (TYP) INSTALLATION
.T ..... ANCHOR (TYP)
I
B' B
A C +�
ANCHOR LAYOUT - (FLANGE) ANCHOR LAYOUT - (FIN)
THRU NNUNG M (WOOD OPENING)
THRU FRA44E(MABONRY OR WOOD OPENING) .y, 6S Dp
»• 65 DP
NOTES:
1. INSTALL ONE ANCHOR AT EACH LOCATION. ANCHOR SCHEDULE FOR FLANGE FRAME TO FOLLOW SPACING REQUIREMENTS ACCORDING TO REQUIRED DP. SEE SHEETS 2 -3. SILL ANCHOR SAME AS HEAD
2. SHIM AS REQ'D AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4 °. USE SHIMS WHERE SPACE GREATER THAN 1116'[S PRESENT.
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
4.3118° DIA. ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112° SHALL BE
ACHIEVED IN EITHER DIRECTION.
6. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 U2° INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 114" SHALL BE ACHIEVED IN EITHER DIRECTION.
7. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING.
DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION.
B UPDATED PER 2010 FBC
1 21612 01 1
8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACT'URER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL
LUCAS A. TURNER, FL P.E. 58207 A I UPDATED PER NEW FBC REQUIREMENTS
7107(2008
HARE NBASED
µxxmxxtt
9.IINSTALLATION ANCHOR CAPACITIES FOR PROD CTS HEREIN ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES'
'het �E A S? �'�fRi
" °
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G --0.68 (SOUTHERN PINE OR GREATER)
L° g'; ! 1YnVDOWS &DOORS
°;'P
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
x,, No 58201 : 1900 SW 44TH AVE.
1 * OCALA, FLORIDA 34474
10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE
OF INSTALLATION SHALL BE DONE
g m. TITLE ANCHOR SCHEDULE $ NOTES - LARGE MISSILE IMPACT
°S+ �, STATE OF + w°
gq♦ ERIES: J v v:
BY OTHERS FOLLOWING THE CURRENT
p 8300
5105/2007
VERSION OF THE REFERENCE DOCUMENTS: THE
STARR AND COt I E TI e
+'�vy+�� ®R, O tf� u rJ
INFOReaATwN CONTAINED IN PROPERTY CUSTOM
FMA( AAMA100( FINWINDOWS ).FMA/AAMA200(FLANGEWINDOWS), yyINDDN& Y& fE0.9S. INC. ANYREPRODUCTONNPART�tABAWHOLEWITHOUtTt�i�
FMAANDMA 250 (SOX WINDOWS), FMAIAAMAANOMA 300(EXTERIOR DOORS).
'B�s PVC FIXEDLITE NTS
• +tt tax REv
CWS -159
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, wC. IS PROHIBITED
xx B
2 OF e
4° MAX
(fYP)
8° MAX 7 SW MAX. O.C.
MAXO.C.
{TYP.} SEE NOTE 2
7-r
SEE NOTE 8
— — — — — — — — —
4��
6> MAX �
— — — —
i
I
— — — — — — — —
I
I
8• MAX O.C.
SW MAX 0.0 ( I (Typ)
I I
I I
I
I
I
I I
I
O I
I
I
O I
I
INSTALLATION
I I
I
I
I ANCHOR MP)
INSTALLATION
I
O YP)
I I I
I I
I I
I I I
I
I
I
I
I I I
ANCHOR LAYOUT - (FLANGE)
I
ANCHOR LAYOUT - (FIN)
THRU FRAME (MABONRY OR WOOD OPENING)
THRU NAILING FM (WOOD OPENING)
-1- 87.8 DP
+). 87.8 DP
B UPDATED PER 2010 FBC
12!612(111
LUCAS A. TURNER FL P.E. 58201 A I UPDATED PER NEW FBC REQUIREMENTS
7107/2006
tltitletttt
%%TNDM
w
�,�,P •,�dOEl.,�a�w+w
& DOORS
1 No amol , -p 1900 SW 44TH AVE.
tp OCALA, FLORIDA 34474
.„yw
«.0 . '� • " �T(.E ANCHOR SCHEDULE - LARGE MISSILE IMPACT
PROPNFrARV AND TWINFORMATION
liT�HOUSn
wwww�wQi..... ~a
-LE:
SGWS
WINDOW TEEWCO RTO ni�ca
N0
PVC FIXED LITE
-159
StiDr
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEV4, INC.
t._.._
B
30F8
r
112 CIRCLE
NOTES:
1, SEE SHEET 2 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS
2. OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF
RECTANGULAR WINDOWS BASED ON DP REQUIRED FROM SHEET 1.
3. ANCHOR SPACING FOR ARCHITECTUAL FLANGE WINDOWS
MUST FOLLOW NOTE 1, SHEET2
FULL ELLIPSE ("OVAL")
TRIAAGLE
PROPRETARY AND cONFIDENTAL 12/14/11
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WNDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. WC. IS PROH®ITED
No 51201
STATE OF
TOMETONE
..11900 SW 44TH AVE.
OCALA, FLORIDA 34474
-11m., ARCH. FLG $ FIN SHAPES - LARGE MISSLE IMPACT
5/0512007'
LITE .,,..u. NTS -- CWS
F,EL'. 17 r:l : B rEET-' 4 OF 8
-- _....�;. -11 OVERALL
ANNEALED
i
:f - -- - -112" AIRSPACE
--5116* LAW GLASS
a j� –a -118° ANNEALED
000 DUPONT PVB INTERLAYER
i r^- - -W ANNEALED
j' 6 PURFECT GLAZE
t SIKAFLEX 552
r
I - -;; ❑ 1rz" GLASS BITE 1(-'.
GLASS TYPE A
FULL SIZE
1" OVERALL
3116" TEMPERED
112" AIRSPACE
5116" LAM] GLASS
1/8" ANNEALED
1116" DUPONT PVB INTERLAYER
1/8° ANNEALED
JPURFECT GLAZE 'W
�SIKAFLEX 552
I 1 1n° GLASS SITE
GLASS TYPE B
FULL SIZE
1" OVERALL
3116° HEAT STRENGTH
316° AIRSPACE
7/16" LAMI GLASS
3/10° HEAT STRENGTH
.000 SENTRY GLASS IONOPLAST
3/16" HEAT STRENGTH
BOPURFECT GLAZE ^H°
�SIKAFLEX 552
J 1 112' GLASS BITE
GLASS TYPE C
FULL SIZE
A
Z yak: +t
i^1r, --
:°��; STATE CtF
PROPRIETARY AND GONP[DENML 12/14/11
THE INFORMATION CONTAINED IN r,
WRN 0.est ANY RRDUCTIs si wi P WHOLE WITHOUT THE
I� er ooWIO ,c R( fi+ei� .'�tAi ii
1" OVERALL
3/18' TEMPERED
3/8" AIR SPACE
711W LAMI GLASS
311(" HEAT STRENGTH
.000 SENTRY GLASS IONOPLAST INTERLAYER
3116" HEAT STRENGTH
Bf)PURFECT GLAZE °H"
j SIKAFLEX 552
1 112" GLASS BITE
GLASS TYPE D
FULL SIZE
P, "``? W6dDOWS & DOORS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
r."E GLAZING DETAIL- LARGE MISSILE IMPACT
5/05/20071
1:1 CWS
g SOFS
GLASS
TYPE
MAXSIZE
W x H
DP +/ -55
A, B
1 48 X72
DP +/ -67.5
C, D
72 X 76
1" OVERALL
3/18' TEMPERED
3/8" AIR SPACE
711W LAMI GLASS
311(" HEAT STRENGTH
.000 SENTRY GLASS IONOPLAST INTERLAYER
3116" HEAT STRENGTH
Bf)PURFECT GLAZE °H"
j SIKAFLEX 552
1 112" GLASS BITE
GLASS TYPE D
FULL SIZE
P, "``? W6dDOWS & DOORS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
r."E GLAZING DETAIL- LARGE MISSILE IMPACT
5/05/20071
1:1 CWS
g SOFS
6
9
9
8 7 7
3 4
SECTION " 4
EXTERIOR
EXTERIOR
5
O
2
0I
SECTION VIEW C-C
ALT FIN FRAME 81 UPDATED PER 2010 FBC 216/2011
6 LUCAS A. TURNER, FL P.E. smi A I UPDATED PER NEW FBC REQUIREMENTS 17/0712008
SECTION %AEVV A.A
..........
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
SECT & ALT. FIN FRAME -LARGE MISSILE IMPACT
R'%'wN EY: ADE LIE
PROPRIETARY AND CONFIDENTIAL 12/14111 8300 5/0512007
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SMTEMS, ]NO- ANY REPRODUCTION IN PART OR AS A WHOLE WnrMHOUT THE PVC FIXED LITE 1:2 CWS-15-9
W
RITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED loseff"011 SOFID
Item #
Part #
Descri on
Vendor
Material
1
H-600B
Fr., PW, Main, Head
M&on
PVC
2
H -6006B
Fr., PW, Main, Sill
Mi1Qon
PVC
3
H -6006B
Fr., PW, Main, L Jb.
Mflaon
PVC
4
H -6006B
Fr., PW, Main, R Jb.
Milaon
PVC
5
H -6006A
Fr. Main, PVC, Fin
M13cron
PVC
6
P -3113
Screw Support for PVC
Team Plastic
Rubber
7
P -3352
Set. Blk., 85 Dur., 1/8" x 5/8" x2" Lg.
Frank Lowe
Rubber
8
Purfect Glaze "H ", SikaFlex552
Henkel / S1flm
Silicone
9
P -3752
Cap Plug, 1/2" Hole
M &M
Nylon
10
S -6064
Glz. Bd., Fxd. (1" O.A. I.Cz )
Mikron
PVC
11
GLASS
See Sheet 4
10
114'
9116° 71g°
PVC GLAZESEAD - 6064
x".
PROPRIETARY AND CONFIDEN MI. 12/14/11
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED
O '
PVC FRAME FLANGE - H 6006 8
PVC FRAME FIN - H 6006A
8
SCREW SUPPORT - P-3113
FBC
z CORNER WELD (ALL SIDES)
No 5 01 t; A' 1900 SW 44TH AVE.
t OCALA, FLORIDA 34474
171.t.
�» EXTRUSIONS 8 B.O.M. -LARGE Mi;
STATE CAF :�tU , W
y�Ol ... PVC FIXED LITE 1:2
B
7OF9
SEALANT BETWEEN SUCK
AND OPENING BY OTHERS
210 MIN. EDGE DIST. - -- - -�
(C]
ii _
_
MiASO i
.� .
a.
O• P•
EXTERIOR FIN45H -
---4i .
.
1119 °_ MIN. EMBEDMENT
(C]
—1 BY WOOD BUCK
BY OTHERS [A]
17-M
Ile MAX SHIM
(B]
INSTALLATION ANCHOR,
3116' DIA. MASONRY ANCHOR
W/ WASHER THRU SCREW SUPPORT
[C]
HIGH STRENGTH STRUCTURAL
GROUT BY OTHERS
CONCRETE(MASONRY
BY OTHERS
SEALANT BETWEEN BUCK
AND OPENING BY OTHERS p
INSTALLATION ANCHOR 3116° DIA. ° p
MASONRY ANCHOR W/ WASHER
THRU SCREW SUPPORT p
(C] '
2.9L2° MIN. EDGE DIS .
[C] °p ^p
SEALANT BEHIND INSTALLATION ANCHOR,
FLANGE BY 3116° DIA. MASONRY ANCHOR
INSTALLER \ UWASHER THRU SCREW
[C]
PERIMETER SEALANT -. �
BY INSTALLER \� 1/4' MAX SHIM
[SI
EXTERIOR FINISH
BY OTHERS '�- «• .... .
SILL STOOL
+.•: °•:•% •� BY OTHERS
USE SOLID WOOD
o p s s a SUPPORT TO MAKE
p e a 'a . e =• p e :. a s: .s -. a a sa • e, SILL LEVEL BY OTHERS
Oa Oa0 �� pe0• Pa ►ap ' pa •a O !•
•Oa • _. >a w. p.•a ,O• .as a•.0a •�
18Y WOOD BUCK
BY OTHERS
(A)
IM MAX SHIM
(B]
.1 tt4°_ MIN EMBEDMENT 1 � "
[C] PERIMETER SEALANT
EXTERIOR FINISH BY INSTALLER
BY OTHERS
B HORIZONTAL SECTION
6 FRAME(MASONRY)
1.W MIN EMBEDMENT
[DI
Ile MAX SHIM G ► • 2 BY WOOD BUCK
(B] BY OTHERS [A]
A • > ► 3L6_ MIN. EDGE DIST.
IDI
INSTALLATION ANCHOR,
A ► 0 ► #10 WOOD SCREW WWASHER
► • . THRU SCREW SUPPORT
( O (D]
►
Ai -2 BYWOOD BUCK
• ► ' ► BY OTHERS
Y••.••.r [A]
:R� �•• •' °• • SEALANT BETWEEN BUCK
AND OPENING BY OTHERS
PERIMETER SEALANT
BY INSTALLER
EXTERIOR FINISH
BY OTHERS
C HORIZONTAL SECTION
S FRAME (WOOD)
07 RH AD AND JAM
OWN ILAR FOR 28Y AN
L INSTALLATION SAME AS
BELOW.
-- INSTALLATION ANCHOR.
3116" DIA. MASONRY ANCHOR
SEALANT BEHIND wl WASHER THRU SCREW SUPPORT
FLANGE BY - 1 [C]
INSTALLER
PERIMETER SEALANT 9t4° MAX. SHIM (TYP)
BY INSTALLER - ......... .- ...- - -. - --
t
EXTERIOR FINISH
BY OTHERS D
° D ° ° • ° D ° • ° . s D °. o D ';.-1 114' MIN. EMBEDMENT
°' °D. Q D ® D D D D D (TYP)
D D . °D p D° D . > D . • o p° . ° De
rD1 ALTERNATE PRECAST SILL DETAIL
FRAME(MASONRY)
LUCAS A. TURNER. FL P.E. 5
1 IM' MIN. EMBEDMENT
CONCRETE/MASONRY I (C]
BY OTHERS I --211F MIN. EDGE DIST.
[Cl
(— VERTICAL SECTION ��-
`a J FRAME(MASONRY) PROPRWrARY AND CONFWIENTRL 12/14/11
THE INFORMATION CONTAINED IN THIS ORAWINS IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, WC. IS PROHIBITED
MIN. EDGE DIST
[A) SEE NOTE 10. SHT 1
[B] SEE NOTE 283, SHT 2
(C] SEE NOTE 4. BHT 2
[D] SEE NOTE 6, SHT 2
[E] SEE NOTE 0. SHT 2
18Y WOOD BUCK
BY OTHERS
(A)
IM MAX SHIM
(B]
.1 tt4°_ MIN EMBEDMENT 1 � "
[C] PERIMETER SEALANT
EXTERIOR FINISH BY INSTALLER
BY OTHERS
B HORIZONTAL SECTION
6 FRAME(MASONRY)
1.W MIN EMBEDMENT
[DI
Ile MAX SHIM G ► • 2 BY WOOD BUCK
(B] BY OTHERS [A]
A • > ► 3L6_ MIN. EDGE DIST.
IDI
INSTALLATION ANCHOR,
A ► 0 ► #10 WOOD SCREW WWASHER
► • . THRU SCREW SUPPORT
( O (D]
►
Ai -2 BYWOOD BUCK
• ► ' ► BY OTHERS
Y••.••.r [A]
:R� �•• •' °• • SEALANT BETWEEN BUCK
AND OPENING BY OTHERS
PERIMETER SEALANT
BY INSTALLER
EXTERIOR FINISH
BY OTHERS
C HORIZONTAL SECTION
S FRAME (WOOD)
07 RH AD AND JAM
OWN ILAR FOR 28Y AN
L INSTALLATION SAME AS
BELOW.
-- INSTALLATION ANCHOR.
3116" DIA. MASONRY ANCHOR
SEALANT BEHIND wl WASHER THRU SCREW SUPPORT
FLANGE BY - 1 [C]
INSTALLER
PERIMETER SEALANT 9t4° MAX. SHIM (TYP)
BY INSTALLER - ......... .- ...- - -. - --
t
EXTERIOR FINISH
BY OTHERS D
° D ° ° • ° D ° • ° . s D °. o D ';.-1 114' MIN. EMBEDMENT
°' °D. Q D ® D D D D D (TYP)
D D . °D p D° D . > D . • o p° . ° De
rD1 ALTERNATE PRECAST SILL DETAIL
FRAME(MASONRY)
LUCAS A. TURNER. FL P.E. 5
1 IM' MIN. EMBEDMENT
CONCRETE/MASONRY I (C]
BY OTHERS I --211F MIN. EDGE DIST.
[Cl
(— VERTICAL SECTION ��-
`a J FRAME(MASONRY) PROPRWrARY AND CONFWIENTRL 12/14/11
THE INFORMATION CONTAINED IN THIS ORAWINS IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, WC. IS PROHIBITED
MIN. EDGE DIST
[A) SEE NOTE 10. SHT 1
[B] SEE NOTE 283, SHT 2
(C] SEE NOTE 4. BHT 2
[D] SEE NOTE 6, SHT 2
[E] SEE NOTE 0. SHT 2
-- INSTALLATION ANCHOR.
3116" DIA. MASONRY ANCHOR
SEALANT BEHIND wl WASHER THRU SCREW SUPPORT
FLANGE BY - 1 [C]
INSTALLER
PERIMETER SEALANT 9t4° MAX. SHIM (TYP)
BY INSTALLER - ......... .- ...- - -. - --
t
EXTERIOR FINISH
BY OTHERS D
° D ° ° • ° D ° • ° . s D °. o D ';.-1 114' MIN. EMBEDMENT
°' °D. Q D ® D D D D D (TYP)
D D . °D p D° D . > D . • o p° . ° De
rD1 ALTERNATE PRECAST SILL DETAIL
FRAME(MASONRY)
LUCAS A. TURNER. FL P.E. 5
1 IM' MIN. EMBEDMENT
CONCRETE/MASONRY I (C]
BY OTHERS I --211F MIN. EDGE DIST.
[Cl
(— VERTICAL SECTION ��-
`a J FRAME(MASONRY) PROPRWrARY AND CONFWIENTRL 12/14/11
THE INFORMATION CONTAINED IN THIS ORAWINS IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, WC. IS PROHIBITED
MIN. EDGE DIST
[A) SEE NOTE 10. SHT 1
[B] SEE NOTE 283, SHT 2
(C] SEE NOTE 4. BHT 2
[D] SEE NOTE 6, SHT 2
[E] SEE NOTE 0. SHT 2
rD1 ALTERNATE PRECAST SILL DETAIL
FRAME(MASONRY)
LUCAS A. TURNER. FL P.E. 5
1 IM' MIN. EMBEDMENT
CONCRETE/MASONRY I (C]
BY OTHERS I --211F MIN. EDGE DIST.
[Cl
(— VERTICAL SECTION ��-
`a J FRAME(MASONRY) PROPRWrARY AND CONFWIENTRL 12/14/11
THE INFORMATION CONTAINED IN THIS ORAWINS IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, WC. IS PROHIBITED
MIN. EDGE DIST
[A) SEE NOTE 10. SHT 1
[B] SEE NOTE 283, SHT 2
(C] SEE NOTE 4. BHT 2
[D] SEE NOTE 6, SHT 2
[E] SEE NOTE 0. SHT 2
1 1M MIN. EMBEDMENT
[EI
INSTALLATION ANCHOR,
SHEATHERS R8 WOOD SCREW ANCHOR
BY OTHERS WI WASHER
[El
SEALANT BEHIND FIN -
BYINSTALLER �:'.a.. ��
PERIMETER SEALANT . d4 ,,,.` -,•'�`
BY INSTALLER
1L4_ MIN EMBEDMENT
WINDOW WRAP 0 [E)
WIDO R AP
WSWW
WE-1-34 PrLl 114° MAX SHIM
IB]
2 BY WOOD BUCK-- -
BY OTHERS
[AI
INSTALLATION ANCHOR.
>#8 WOOD SCREW ANCHOR �?
W/ WASHER �
[E)
110 MIN. EMBEDMENT
EATHING
[EI
OTHERS
OTHERS
EXTERIOR FINISH ° '•8 eO ^d°
BY OTHERS
SEALANT BEHIND FIN
BYINSTALLER
E VERTICAL SECTION
8
FIN (WOOD) PROPRIETARY AND CONFIDENTIAL 12114/11
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION M PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROH18fIED
- 114P MIN EMBEDMENT
[El
1/4° MAX SHIM
IS]
WINDOW WRAP
BYINSTALLER
PERIMETER SEALANT
BYINSTALLER
rF� HORIZONTAL SECTION
`B J FIN (WOOD)
A. TURNER. FL
r "
REFERENCE NOTES
[AI SEE NOTE 10, BHT 1 I
[8) SEE NOTE 20, SFiT 2
[C) SEE NOTE 4, SHT 2
[D) SEE NOTE 8, BHT 2
[E7 SEE NOTE 0, SHT 2
114' MAX SHIM
PERIMETER SEALANT
1L4" MIN EMBEDMENT
BYINSTALLER
WINDOW WRAP
• °
a �~
BY INSTALLER
•
_.__ ......... _......_..._._.��,,; 2 BY WOOD BUCK
EXTERIORFINISHf
BY OTHERS
[A]
BY OTHERS
e • :
�— INSTALLATION ANCHOR,
k8 WOOD SCREW ANCHOR
SEALANT BEHIND FIN
W/ WASHER
IEI
BYINSTALLER
11/2" MIN. EMBEDMENT
SHEATHING
IEI
BY OTHERS
2 BY WOOD BUCK-- -
BY OTHERS
[AI
INSTALLATION ANCHOR.
>#8 WOOD SCREW ANCHOR �?
W/ WASHER �
[E)
110 MIN. EMBEDMENT
EATHING
[EI
OTHERS
OTHERS
EXTERIOR FINISH ° '•8 eO ^d°
BY OTHERS
SEALANT BEHIND FIN
BYINSTALLER
E VERTICAL SECTION
8
FIN (WOOD) PROPRIETARY AND CONFIDENTIAL 12114/11
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION M PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROH18fIED
- 114P MIN EMBEDMENT
[El
1/4° MAX SHIM
IS]
WINDOW WRAP
BYINSTALLER
PERIMETER SEALANT
BYINSTALLER
rF� HORIZONTAL SECTION
`B J FIN (WOOD)
A. TURNER. FL
r "
REFERENCE NOTES
[AI SEE NOTE 10, BHT 1 I
[8) SEE NOTE 20, SFiT 2
[C) SEE NOTE 4, SHT 2
[D) SEE NOTE 8, BHT 2
[E7 SEE NOTE 0, SHT 2
Lucas A. Turner, P.E., MBA Evaluation Report 159B
2080 Mauve Terrace
North Port, FL 34286
Ph. 941 - 380 -1574 December 14, 2011
Product Description: Series 8300 PVC Fixed Window, Large Missile Impact, 48" x 72" unit
size DP55 or 72" x 76" unit size DP67.5
Manufacturer: Custom Window Systems, Inc. 1900 SW 44t' Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above - listed product per the requirements
of FAC Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d).
This product complies with the requirements of the Florida Building Code including the HVHZ.
The product testing standards performed are outlined below.
Technical Documentation:
1) Approval drawing CWS -159B, signed and sealed by Lucas A. Turner, P.E. on 12/14/11.
2) Test Reports NCTL -210- 3530 -1, 4A, -2, and -2A, and NCTL- 210 - 3672 -1, -lA, -2, and -
2A, from National Certified Testing Laboratories, Orlando, FL signed and sealed by
Gerard J. Ferrara, P.E.
a. Testing Performed: AAMAAVDMA/CSA 101/I.S.2/A440 -05, ASTM
El 886/1996-02/05 and TAS 201, 202, 203 1994
3) Supplemental Calculations to support CWS -159B, signed and sealed by Lucas A. Turner,
P.E. on 12/14/11
Installation: Units must be installed according to approval document CWS -159B.
Limitations of Use: This product:
• May be used in O configuration in sizes up to 48" x 72" unit size at design pressures of
+1-55 psf, or in sizes up to 72" x 76" unit size at design pressures of +/ -67.5 psf, with
max. glass daylight sizes as shown in CWS -159B
• Is large missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires glazing as shown in CWS -159B, with Dupont SentryGlas Plus Interlayer per
Miami -Dade N.O.A. 11- 0624.02 in DP67.5 units or Dupont PVB Interlayer per Miami -
Dade N.O.A. 11- 0624.01 in DP55 units
• Requires outer lite in I.G. to be safety glass when used in HVHZ above 30 ft of grade
• Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11- 0830.09
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product. Lt.1aaAr
Lucas A. Tumer, P.E. 2011 -12 -14 11:08 -05:00
tit 9
No 58201 e-
" STAFF op
zz
12/14/11
Lucas A. Turner, P.E.
FL PE #58201
Product Manufacturer
Address /Phone /Email
Authorized Signature
Technical Representative
Address /Phone /Email
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368 -6922 Ext 207
mdafevre @cws.cc
Michael LaFevre
mlafevre @cws.cc
Brian Tenace
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922 Ext 291
btenace @cws.cc
Quality Assurance Representative
Cal Lady
Address /Phone /Email
1900 SW 44th Ave.
8119/13
(352) 368 -6922
Florida Building Cade Online
cledy @cws.cc
Category
4
1
,
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
&=
SCIS Home Log In User Registration ! Hot Topics
Submit Surcharge Stats & Facts Publications
FBC Stall SCIS Site Map : Unks Search
usi le '
@=d: uct Approval
�fes I
Public User
Product Approval Menu > Protluct or
Application Search > Application Ust > Application Versa
®
FL #
FL9520 -1114
Application Type
Revision
Code Version
2010
Application Status
Approved
Comments
Archtved
Product Manufacturer
Address /Phone /Email
Authorized Signature
Technical Representative
Address /Phone /Email
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368 -6922 Ext 207
mdafevre @cws.cc
Michael LaFevre
mlafevre @cws.cc
Brian Tenace
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922 Ext 291
btenace @cws.cc
Quality Assurance Representative
Cal Lady
Address /Phone /Email
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922
cledy @cws.cc
Category
tM
S ubcategory
ons
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A. Turner
Evaluation Report
Florida license PE -58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04 /10/2016
Validated By Steven M. Urich, PE
L,:. Validation Checldlst - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Standard
AAMA 450 -06
ASTM E1886 -05
ASTM E1996 -09
PA TAS 201/202/203
Year
2006
2005
2009
1994
floridabdiding.org /prlpr app O. aspX tpwarr> =wGE QvA DgAHwnuJRWcZl2gTuMoublNczUT Vi3dRPv ° /*3d 1/2
8119/13
Florida Building Cade Online
Product Approval Method Method 1 Option D
Date Submitted 10/30/2012
Date Validated 10/30/2012
Date Pending FBC Approval 11/02/2012
Date Approved 12/04/2012
Summary of Products
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850- 487 -1824
The State of Florida is an AA/EEO employer. Coovriaht 2007 -2010 State of Florida.:: Prlvaot Statement :: Accessibllkv Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not rent your e-mail address released in response to a public- records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. - Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department Wth an email address If
they have one. The smalls provided may be used for official communication Wth the licensee. HoNever email addresses are public record. If you do not Wsh to
supply a personal address, please provide the Department Wth an email address Wtich can be made available to the public. To determine if you are a licensee
under Chapter 455, F.S., please didc here .
Product Approval Accepts:
E
m- `
floridabdldirig.org /pr /pr_ppp dtl.aspX/pararrF=wGEVXQvADgNHnn uJRWcZl2gTLypublNczUTVi3dRPw%3d 212
___._...._..____....__...__—____..._._ ..... _ ............. -.__ .......
_ ............. _.._. ,
FL *
Model, Number or Name
Description
9520.1 3° Alum Tube Mullion
__. _._¢
_...._... _.. ___.....___.___......_ _.. -- .--...__._........_........_._.._.
3° Alum Tube Mullion, Horizontal & Vertical, Fin & Flange
I applications. (IMPACT)
______. ...._....._._... .............. — .........
Umlts of Use
__._......
I Utstallation Instructions
Approved for use in HVHZ: Yes
( FL9520 R4 11 CWS -836 (3 in Mull. Impact).odf
Approved for use outside HVHZ: Yes
Verifled By: Lucas A. Tumer 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: WA
Evaluation Reports
Other. Large Missile Impact; See Installation Instructions and
FL9520 R4 AE EvalReD CWS -836 Q in Mull. Imnact).odf
Evaluation Report for complete list of Limitations and Conditions of
Created by Independent Third Party: Yes
Use.
-
_._.._. ........ ..........._ ........................................................................................................................................_..........;......._.........._............................................_............................................................................................._._
_.. _._....._ _._. ..........__._.._ .............? -- .._..... . _-_—_......_..._......... ....- ._- ........_...__..._...._ .,-
.........._.,..............
.- ._......_._._. _._...._.. -.. -- ._._._............_. _ � _..�_
- - -- _
9520.2 } 4° Alum Tube Mullion
4° Alum Tube Mullion, Horizontal & Vertical, Fin & Flange
.._-
applications. (IMPACT)
i
_..._... ... .............................. _... ...... _.._ ......... ..........._................._ ............. ......................... _ .................................. _ .... .... _ .......... .................... a..._................... _ ... __ ................... —__ ....................... --- ............................... ,._ .... _ .......................... _... __._ .........._....---
( Lhnits of Use Installation Instructions
. ..... . ..... i
Approved for use in HVHZ: Yes
FL9520 R4 Il CWS -837 (4 in Mull Ipmact). odf
Approved for use outside HVHZ: Yes
jj Verified By: Lucas A. Turner 58201
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
i Evaluation Reports
Other. Large Missile Impact; See Installation Instructions and
FL9520 R4 AE EvalReo CWS -837 (4 in Mull. Irrivact).odf
valuation Report for complete list of Limitations and Conditions of
i Created by Independent Third Party: Yes
s.
9520.3 T
5 1/2° Alum Tube Mullion -�
5 1/2° Alum Tube Mullion, Horizontal & Vertical, Fin & Flange
-
I j
applications. (IMPACT) .._.- ..... .
-.__-
Umlts of Use
_. ..... _
Installation Instructions
Approved for use In HVHZ: Yes
FL9520 R4 II CIS-838 (5.5 in Mull, Imnact).Ddf
Approved for use outside HVHZ: Yes
Verified By: Lucas A. Turner 58201
j
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: WA i
Evaluation Reports
j(
Other. Large Missile Impact; See Installation Instructions and
FL9520 R4 AE EvalReo CWS -838 (5.5 in Mull. Imoact) odf
3
Evaluation Report for complete list of Urritatlons and Conditions of
Created by Independent Third Party: Yes
Use.
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850- 487 -1824
The State of Florida is an AA/EEO employer. Coovriaht 2007 -2010 State of Florida.:: Prlvaot Statement :: Accessibllkv Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not rent your e-mail address released in response to a public- records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. - Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department Wth an email address If
they have one. The smalls provided may be used for official communication Wth the licensee. HoNever email addresses are public record. If you do not Wsh to
supply a personal address, please provide the Department Wth an email address Wtich can be made available to the public. To determine if you are a licensee
under Chapter 455, F.S., please didc here .
Product Approval Accepts:
E
m- `
floridabdldirig.org /pr /pr_ppp dtl.aspX/pararrF=wGEVXQvADgNHnn uJRWcZl2gTLypublNczUTVi3dRPw%3d 212
ANCHOI
CUP
4" MULL BAR ELEVATIONS
SHOWN WIDIFFERENT OPTIONS
ANCHOR
CUP
Mw'--
EXAMPLE PVC WINDOW WITH HORIZJVELT. MULLIONS
(FOR SECTION VIEW CALLOUTS ONLY)
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ........... 1
ANCHOR SCHEDULE ........... ...................... 2 -4
EXTRUSIONS & B. O. M ... ............................6-6
MULL BAR SECTION VIEWS .....................7 -8
INSTALLATION DETAILS ...........................9.10
EXAMPLE PVC WINDOW WITH VERTICAL MULLION
(FOR SECTION VIEW CALLOUTS ONLY)
Lucas Tumer
2012 -10- 2611:30 -04:00
PROPRISTARYANDCOW'WEWM 10/2612012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE
FLORIDA BUILDING CODE, CURRENT EDITION.
2. CONFIGURATIONS SHOWN: (SEE SHTS 3-4)
1. VERTICAL
2. HORIZONTAL
3. ALL MULLION EXTRUSIONS ARE 6083 -T8 ALUMINUM
4. SEE MULLION CHARTS FOR MAXIMUM DESIGN PRESSURES, LENGTH AND ANCHOR SCHEDULE
(SHEETS 3.4)
6. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW
OPENING AND ALL WOOD FRAMING AROUND WINDOW.
6. RESPONSIBILITY OF SELECTING FENESTRATION PRODUCTS TO MEET ANY APPLICABLE LOCA
LAWS, BUILDING CODES, ORDINANCES OR OTHER SAFTEY REQUIREMENTS RESTS SOLELY WIT
THE ARCHITECT, ENGINEER OF RECORD, BUILDING OWNER OR CONTRACTOR.
7. PRODUCT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEMS ARE NOT
REQUIRED.
8. DESIGN PRESSURES AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY T
THE MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL.
9. DESIGN PRESSURE OF MULLED UNITS SHALL BE CONTROLLED BY THE LESSER DESIGN
PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW UNIT.
10. 1x OR 2x WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE. BUCK AND FRAMING IS RESPONSIBILITY OF
ARCHITECT OR ENGINEER OF RECORD.
11. SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING.
SINGLE UNITS TO BE MULLED TOGETHER MUST BE MANUFACTURED BY CUSTOM WINDOW
SYSTEMS, INC.
12. NON - INTERSECTED MULLED UNITS MAY BE MULLED INDEFINITELY AS LONG AS THE SINGLE
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED, AND MULLIONS ARE ANCHORED AS SHOWN
HERE IN.
13. THE 33113% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.
WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
NOTES:
1. FOR CLIPS INTO CONCRETE CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 3/16' DA. OR 1/4" DIA. ITW TAPCON. MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 1114" MINIMUM EMBEDMENT INTO SUBSTRATE
THRU CUP OR THRU 1X BUCK. A MINIMUM CENTER TO CENTER ANCHOR SPACING AS SHOWN SHALL BE MAINTAINED. A MINIMUM CONCRETE EDGE DISTANCE OF 1 118" SHALL BE ACHIEVED IN ANY DIRECTION.
2. FOR CLIPS INTO WOOD CONSTRUCTION, ATTACH MULLION TO SUBSTRATE WITH 010 OR #12 WOOD SCREW WITH INTEGRATED WASHER. WOOD ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A 13/8° MINIMUM EMBEDMENT INTO 2X
WOOD BUCK THRU CLIP. A MINIMUM WOOD EDGE DISTANCE OF 718° SHALL BE ACHIEVED IN ANY DIRECTION. A MINIMUM CENTER TO CENTER ANCHOR SPACING OF 314° SHALL BE MAINTAINED.
3. AT MULLION LOCATION, ATTACH WINDOW UNITS) TO MULLBAR THRU FRAME AS SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENTS. IF ALUMINUM ATTACHMENT IS NOT SPECIFIED IN THE WINDOW UNIT APPROVAL DOCUMENTS, FOLLOW
THE ANCHOR SPACING AS INDICATED IN THE WINDOW APPROVAL FOR ATTACHMENT TO WOOD SUBSTRATE, USING A HEX WASHER HEAD TEK SCREW OF THE SAME SIZE ( #10 OR #12) AS THE WOOD SCREW INDICATED IN THE WINDOW
APPROVAL. TEK SCREWS SHAD- BE LONG ENOUGH TO ENSURE THREE (3) THREADS OF PENETRATION BEYOND THE INSIDE WALL OF MULLBAR.
4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL. DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTIONS.
5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED
BELOW.
6. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.55 (SOUTHERN PINE OR GREATER)
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3192 PSI.
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90.
D. ALUMINUM -1B" THICK MIN., 6063 T5 MIN,
E. STEEL - .060° THICK MIN., 33 KSI MIN.
7. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS IN
ACCORDANCE WITH THE CURRENT VERSION OF THE FOLLOWING REFERENCE DOCUMENTS:
FMAIAAMA 100 (FIN WINDOWS),
FMAIAAMA 200 (FLANGE WINDOWS),
FMAIWDMA 260 (BOX WINDOWS), , y
FMA/AAMA/WDMA 300 (EXTERIOR DOORS). .°j-
PROPRIETARY AND CONFIDENTIAL 10/26/2012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, WC. IS PROHIBITED
TWIWtRIPLE
HORIZONTAL MULLION
OPENING
SIZE
__ __
MULL LENGTH i-
G
TWIN TRIPLE
7T HORIZONTAL MULLION HORIZONTAL MULLION
€Iy
WL
N
w
O
w
�.. 70-
1........... MULL LENGTH -� 4 T ice- MULL LENGTH -�I
E F
TRANSOM OVER TWIN TRANSOM OVER TRIPLE
VERTICAL MULLION VERTICAL MULLION
T T-
r 2
Z
Ui
L L
{..- -. OPENINGSIZE -ZI -4 OPENING SIZE I�-
C D
TWIN TRIPLE
VERTICAL MULLION j� VERTICAL MULLION
LUCAS A. TURNER, FL P.E. 58201
a LititU11ti8tip
'�' ,tea �1iORE4UjO
E P,.ti�jinwi :; LYH4DOW3 8 DOORS
No 58201 ",�73 � 1900 SW 44TH AVE.
4 r OCALA, FLORIDA 34474
ANCHOR SCHEDULE, 4' MULL BAR, NON- INTERSECTED
STATE OF J'AO ev: ATE
i- - OPENING SIZE +I OPENING SIZE THE INFO RMAT30NCONTAINED DRAWING CONFIDENTIAL TE SOLE PROPERTY OF GU8DTOM °4 �� O R I + ' � I. PVC MULL BAR ADE t osn7n01a V, 4v
A B
WINDOW PERT .ANY CUSTOM WINDOW B BPP€ARTORA S WHOLE � � �`�'ltjb't * *'* 10 * 4 °ALUM. MULL e - _ � EL T: CWS 837
3OF10
Desist Pressure Chart, PSF, � Noro-lMarsacbed Impact PVC 4" MWOm€ 1758, with 1522 clips us faa (4 #10 actewa or 3/18° 11W Tapcona per each erns of mullion
OPIOaIIliTG6�
3Q K120.0 S] ST 6,a 49 75310 0I 87 93 99 1117 3,18 114 LTA L26 132 138 135 :at8
41-1 120A 128.0 120.0 t20A IZ8.0 120A I20A f20A /20A 120 *0 - 120A IZBA 120A 128A 120A 1ZOA
1Z0.0 120A 120.0 120A 12$A 118.6 II5.1 1123 1103 109.1 108.6 108.6 IO8b (06,6 108.6 108.6 108.6
L20.0 128A 120.0 1179 111.7 1863 102.9 999 97b 96A 943 943 943 943 943 TOA 120.0 119.6 1103 1029 97.1 92.1 885 65.4 829 809 789 77.9 79.4 772 70A 78A 70.0
120.0 1088 IOOA 93.1 875 82.7 792 762 73b 71.6 68./ 672 66,6 663 663 663 z 7? 120.0 1$1.4 93.1 865 81.1 768 73.1 70.1 67.6 6S8 632 618 608 60A 393 392 fi 118.6 9SA 87.1 80.7 73.6 71.1 67.9 64.9 62.5 60A 58.1 56.6 SSS 547 S4$
8tt 70.0 70.0 70A 70.tl 70A 70A B68 633 603 38.1 56A 53.7 S22 Sl.l $O1
83 78.0 70.0 70A 7$A 70.@ 663 62.4 591 56.6 S42 S22 49.9 48A 473
sib 70A 70A 70A 78A 673 628 568 SS8 432 50.9 489 46.7 4S2
c; 7 @.0 70A 70.@ 69.1 638 S9A 33.6 52.7 SO.I 479 46A 438
4L 78.0 TOA 70A 6S8 60b 56.4 52.7 44.9 47.4 443 43A 413
Design Pressure Ctrart, PSF, for Non- IMereected Mpact PVC 4" Mullion H -1758, with 1767 clips using six (8) #10 screws w� 3N8° 11W Tapco€€s per each end of mullion
OPIIVINGSIZE )
3� 45 SI 57 i,b ti9 75.11€3 89 87 43 99 3$7318 31d 1.0 1 %& i.i2 138 €ds 318
483'4 120.0 L20A 120.0 720.0 t2@A 12$.0 120A 120.0 120.0 120A 120A 120.0 128.0 120.0 120.0 1ZOA 120.0 120.8
?3 f�8 120.0 120.0 120.0 120.0 120.$ L20.0 120.@ 120.$ 120.0 120A 120A 120A 120.0 120A 120A 120.0 120A 120.0
S' 120.0 120A 120A IZOA 120.@ L20A IIOA 120.@ L20A 128.0 120.0 /20A 120.0 12$A 120A 128.0 120.0 78.0
�y 63 120A 120A 120.0 120A 120.0 120.0 120A 120.0 120.0 120.0 120.0 1175 116A IIS2 1149 70A 70A 70.0
tG7 &.1 120.@ 120.0 120.0 120.0 120.0 128.0 120A 117.9 113.4 1@9.6 1068 1032 1@13 IOOA 70.0 ?OA 70A 70.0
z 72 t20A 120A 120A 120.0 120A 12$A 113.9 108.8 1043 100.6 978 94.1 70.0 70.0 7$A 70A 70.$ ' '
^fi 120A I20A 120A 120.0 120A L128 1059 701.@ 96.7 93A 899 86.4 70.0 78.0 70A 70A
�4 70.0 70A 70A 70.0 70A 70.0 70.$ 70A 70.0 70.$ 70A 70A 70.$ 70A 70.0
70,0 70A 70A 70.0 70.0 70A 70.0 70.0 70A 70A 70A 70A 70A 7 @A
his 70A 70.0 1$.0 70.0 70A 70.0 70.0 TOA 70A 70.0 698 673
7 @A 70A 78.@ 7@.0 70A 70A 7eA 70.0 70.0 70.0 683 632
{, 70.0 70A 70.0 70.0 70A 70A 70.0 70A 69.0 653 622 583
Design Pressure Chart, PSF, for Non- Imeraected Impact PVC 4" MWibn H -1759, with 1767 clips using six (8) 812 screv{s � 114° fIW Tepcons (solid concrete substrate only) per each end of mullion
..._...... OP8IVAIGSR.E a)
3� 33 SI 57 tb 64 753/n a9 8', 43 99 1$73/8 Sid 120 126 1-12
132
138
td5 :it8
-483�v
120.0
128A
120.0
120A
120A
120.0
120A
120.0
120.0
12$A
120A
120A
12$A
L20A
120.$
t2$A
120.0
120.$
§3 3'8
120.0
120A
120.0
120.0
120.$
120.0
120.0
120.$
IZ0.0
120.0
I20A
120A
120.0
120A
120A
120.0
120.0
220.0
S"
120.0
120A
120.0
IZOA
I20A
120A
120A
120.@
120A
120.0
120.$
120A
120.0
120A
t20A
120.0
120A
7$A
t3
120A
128A
120,0
I20A
tZOA
120.0
120A
120.0
120,0
120A
120A
120A
128.0
120.0
12 @A
70.0
70.0
700
68
120.0
t20A
120.0
120.0
l2 @A
120.0
120A
120A
120.0
/20A
120A
120.0
120A
119.7
70.0
70.0
70A
70 0
72
L20.0
I20A
120.0
120.0
120A
LZOA
120.0
120.$
120.0
120.0
116.7
I12b
70.0
70.0
70.0
70A
70A
^6
L20.$
120A
120A
120.0
I20A
120A
1ZOA
120.@
115.7
IIl3
107.6
1035
70.0
70.0
70A
70A
80
98.0
70A
70.0
70.0
70A
70A
70.0
70A
70.8
70.$
7$A
?OA
70.$
7$.0
70A
�
�
8d
70.0
70.0
70A
70.0
7$.@
70A
70.0
70A
70A
70A
78A
70A
78.0
7 @A
8*i
70A
70A
70.8
T$A
70.0
70A
90A
79.0
70A
78A
78,0
70A
70A
�-
7 @.0
70A
70A
70A
70A
70.0
70A
70A
70.0
70A
78A
672
t,'
�tb
70.0
70.0
70.0
70.0
7$A
70.0
78.0
T @A
69.0
643
621
585
TWIWtRIPLE
HORIZONTAL MULLION
OPENING
SIZE
__ __
MULL LENGTH i-
G
TWIN TRIPLE
7T HORIZONTAL MULLION HORIZONTAL MULLION
€Iy
WL
N
w
O
w
�.. 70-
1........... MULL LENGTH -� 4 T ice- MULL LENGTH -�I
E F
TRANSOM OVER TWIN TRANSOM OVER TRIPLE
VERTICAL MULLION VERTICAL MULLION
T T-
r 2
Z
Ui
L L
{..- -. OPENINGSIZE -ZI -4 OPENING SIZE I�-
C D
TWIN TRIPLE
VERTICAL MULLION j� VERTICAL MULLION
LUCAS A. TURNER, FL P.E. 58201
a LititU11ti8tip
'�' ,tea �1iORE4UjO
E P,.ti�jinwi :; LYH4DOW3 8 DOORS
No 58201 ",�73 � 1900 SW 44TH AVE.
4 r OCALA, FLORIDA 34474
ANCHOR SCHEDULE, 4' MULL BAR, NON- INTERSECTED
STATE OF J'AO ev: ATE
i- - OPENING SIZE +I OPENING SIZE THE INFO RMAT30NCONTAINED DRAWING CONFIDENTIAL TE SOLE PROPERTY OF GU8DTOM °4 �� O R I + ' � I. PVC MULL BAR ADE t osn7n01a V, 4v
A B
WINDOW PERT .ANY CUSTOM WINDOW B BPP€ARTORA S WHOLE � � �`�'ltjb't * *'* 10 * 4 °ALUM. MULL e - _ � EL T: CWS 837
3OF10
Desist Pressure Chart, PSF, � Noro-lMarsacbed Impact PVC 4" MWOm€ 1758, with 1522 clips us faa (4 #10 actewa or 3/18° 11W Tapcona per each erns of mullion
OPIOaIIliTG6�
3Q K120.0 S] ST 6,a 49 75310 0I 87 93 99 1117 3,18 114 LTA L26 132 138 135 :at8
41-1 120A 128.0 120.0 t20A IZ8.0 120A I20A f20A /20A 120 *0 - 120A IZBA 120A 128A 120A 1ZOA
1Z0.0 120A 120.0 120A 12$A 118.6 II5.1 1123 1103 109.1 108.6 108.6 IO8b (06,6 108.6 108.6 108.6
L20.0 128A 120.0 1179 111.7 1863 102.9 999 97b 96A 943 943 943 943 943 TOA 120.0 119.6 1103 1029 97.1 92.1 885 65.4 829 809 789 77.9 79.4 772 70A 78A 70.0
120.0 1088 IOOA 93.1 875 82.7 792 762 73b 71.6 68./ 672 66,6 663 663 663 z 7? 120.0 1$1.4 93.1 865 81.1 768 73.1 70.1 67.6 6S8 632 618 608 60A 393 392 fi 118.6 9SA 87.1 80.7 73.6 71.1 67.9 64.9 62.5 60A 58.1 56.6 SSS 547 S4$
8tt 70.0 70.0 70A 70.tl 70A 70A B68 633 603 38.1 56A 53.7 S22 Sl.l $O1
83 78.0 70.0 70A 7$A 70.@ 663 62.4 591 56.6 S42 S22 49.9 48A 473
sib 70A 70A 70A 78A 673 628 568 SS8 432 50.9 489 46.7 4S2
c; 7 @.0 70A 70.@ 69.1 638 S9A 33.6 52.7 SO.I 479 46A 438
4L 78.0 TOA 70A 6S8 60b 56.4 52.7 44.9 47.4 443 43A 413
Design Pressure Ctrart, PSF, for Non- IMereected Mpact PVC 4" Mullion H -1758, with 1767 clips using six (8) #10 screws w� 3N8° 11W Tapco€€s per each end of mullion
OPIIVINGSIZE )
3� 45 SI 57 i,b ti9 75.11€3 89 87 43 99 3$7318 31d 1.0 1 %& i.i2 138 €ds 318
483'4 120.0 L20A 120.0 720.0 t2@A 12$.0 120A 120.0 120.0 120A 120A 120.0 128.0 120.0 120.0 1ZOA 120.0 120.8
?3 f�8 120.0 120.0 120.0 120.0 120.$ L20.0 120.@ 120.$ 120.0 120A 120A 120A 120.0 120A 120A 120.0 120A 120.0
S' 120.0 120A 120A IZOA 120.@ L20A IIOA 120.@ L20A 128.0 120.0 /20A 120.0 12$A 120A 128.0 120.0 78.0
�y 63 120A 120A 120.0 120A 120.0 120.0 120A 120.0 120.0 120.0 120.0 1175 116A IIS2 1149 70A 70A 70.0
tG7 &.1 120.@ 120.0 120.0 120.0 120.0 128.0 120A 117.9 113.4 1@9.6 1068 1032 1@13 IOOA 70.0 ?OA 70A 70.0
z 72 t20A 120A 120A 120.0 120A 12$A 113.9 108.8 1043 100.6 978 94.1 70.0 70.0 7$A 70A 70.$ ' '
^fi 120A I20A 120A 120.0 120A L128 1059 701.@ 96.7 93A 899 86.4 70.0 78.0 70A 70A
�4 70.0 70A 70A 70.0 70A 70.0 70.$ 70A 70.0 70.$ 70A 70A 70.$ 70A 70.0
70,0 70A 70A 70.0 70.0 70A 70.0 70.0 70A 70A 70A 70A 70A 7 @A
his 70A 70.0 1$.0 70.0 70A 70.0 70.0 TOA 70A 70.0 698 673
7 @A 70A 78.@ 7@.0 70A 70A 7eA 70.0 70.0 70.0 683 632
{, 70.0 70A 70.0 70.0 70A 70A 70.0 70A 69.0 653 622 583
Design Pressure Chart, PSF, for Non- Imeraected Impact PVC 4" MWibn H -1759, with 1767 clips using six (8) 812 screv{s � 114° fIW Tepcons (solid concrete substrate only) per each end of mullion
..._...... OP8IVAIGSR.E a)
3� 33 SI 57 tb 64 753/n a9 8', 43 99 1$73/8 Sid 120 126 1-12
screws Or
T
d
c
42'3't4
ase.n
120.0
I uu.0
120.0
12u.0
120.0
I 12OA
120.0
1ZO.0
120.0
I 12u.9
120.0
120.0
120.0
I 120.0
120.0
120.0
1143
1 120.0
107.4
118
101
4 °ALUM. MULL
48 314
120.0
120.0
120.0
120.0
120.0
120.0
112.9
1059
"A
933
88.
53 Vs
120.0
120.0
120.0
120.0
120.0
111.1
102.7
963
903
85.0
80,
17
120.0
120.0
120.0
120.0
1115
1029
95.0
89.1
83.6
78.7
77 4-,
63
120.0
120.0
118.6
108.1
993
919
85.0
79.7
749
705
66.
68
120.0
120.0
108.4
98.9
90.9
845
78.0
735
68.7
649
61.
72
120.0
112.1
101.4
925
85.1
789
73.1
68.6
64.5
609
57.
7531s
119.7
106.2
95.9
87.7
80.7
749
69.4
655
613
579
54.
__.
Design
. 7
Pressure
Chen, PSF,
for Intersected
Impact
PVC 4°
Mullion 1.1 -1759,
with
1767 clips
usirw sbt (6)
#10 1
fIW
s t tsu.s 12u.0 l2u.0 12u.0 120.0 12u.0 120.0 120.0 120.0 120.0 120.0 120.0 126.0 120.0 120.0 120.0 120.0 120.0
42 314 120.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.1 1103 105.0
48 314 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1185 114.9 109.6 104.7 1003 96.1 91.5
53 its 120.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 1195 108.1 104.9 100.0 955 915 879 83.6
rd 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 117.1 110.7 1003 975 92.7 88.6 849 81.4 77.6
► 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 118.7 111.4 105.0 995 89.9 873 833 79.6 765
68 120.0 120.0 120.0 120.0 120.0 120.0 116.1 109.0 1023 965 915 82.7 803 76.6
72 120.0 120.0 120.0 120.0 120.0 1173 1089 1025 96.0 905 85.6 77.7 754
75318 120.0 120.0 120.0 120.0 120.0 1113 1033 9710 915 86.0 81.4 73.9
Design ressure Chart, PSF, for Intersected Impact pact PVC 4° Mullion H -1759, with 1767 clips using six (6 ) #12 screws or 114° MY Tapcons (solid concrete substrate only) per each erxi of mullion
OPVMGSIZE D.
39 45 51 57 63 60 75 V8 81 87 93 99 t 19 316 114 120 126 132 138 14S V8
,3 37 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0
u� 42 314 120A 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120A 120.0 120.0 120.0 120.0 120.0 120.0 12010 120.0 120.0
48.1!.8 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120A 115.1 1095
53 118 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 119.7 1143 1095 105.1 100.1
a 57 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 116A 111.0 106.0 101.6 97A 929
„1 63 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.8 120.0 1189 107.6 1045 997 953 915
68 120.0 120.0 120.0 120.0 120.0 120.8 120.0 128.0 120.0 1155 1095 99.8 961 917
7E 120.0 120.0 128.0 120.0 120.0 120.0 120.0 120.0 115.0 2083 1025 93.8 903
75.418 120.0 1 120.0 120.0 120.0 120.0 1 120.0 120.0 116.2 1095 103.0 1 97.4 1 $$A
TWINrrRiPLE
VERTICAL MULLION HORIZONTAL MULLION
r i
-__ __ 1{
8 Co I I LUCAS A. TURNER, FL P.E. 58201
13 ? IS7WIN _gil�iiillfifffff
LLI OR
%0 %AOREw
__ __ O ITRIPLEI ~�`s7"'..rfai°c$•'•�.�✓��,r
L
UNITS
i sELOw1
�- - -- MULL LENGTH
J
PROPRIETARY ANDCORFDENTIAL 10/26/2012
THE WINDOW TE��+s�NO.A CONTAINED c�sINPARRTORAS$ HHOLEEWITHot UT
PROHISiTFD WRnTEN PERMISSION OF CUSTOM
♦" Ca ,• 4 4� t i
v ? ko 58201 .'A t
w°P� %.+ STATE OF :w
" `,( ti;_'�'ba,`.�
��sr�S`3i�OONRA•��3t��1�
wamows &DOORS
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
OPENING SIZE
H
ANCHOR SCHEDULE, 4° MULL BAR, INTERSECTED
sum m:
PVC MULL BAR
'AV
ADE
09/27/2012
4 °ALUM. MULL
.L N1S
�1�,
CWS837
40F10
ITEM NO.
PART NO.
DESCRIPTION
1
H -1759
MULL,1 318'x4 °, FLAT, PVC
2
S -1895
DRIP ADAPTER
3
5-1896
FLANGE ADAPTER
4
5-6018
MULL COVER
5
F- 1522 -014
RETRO FR MULL ANCHOR CUP
6
F- 1522 -027
NEW CONSTRJFIN ANCHOR CLIP
7
F- 1767 -002
L-ANGLE 4° MULL CUP, STANDARD (see sheet 5)
8
F- 1767 -005L
L-ANGLE 4' MULL CLIP, FIN, LEFT (see sheet 5)
9
F- 1767-005R
L-/ WGLE4- MULL CLIP, FIN. RIGHT(sso sheet 5)
10
F- 1767 -007L
L ANGLE 4° MULL CLIP, RETRO FLANGE, LEFT (see sheet 5)
11
F- 1767 -007R
L -ANGLE 4° MULL CLIP, RETRO FLANGE, RIGHT (see sheet 6)
12
010 x 11/2", PANHEAD PHILIPS ZINC
13
#10 FLAT WASHER
14
CAULK
15
#10 OR #12 HEX WASHER HEAD TEK SCREW *(see note below)
16
S -1898
4° HOR¢. MULLION CLIP, PVC
17
P -5132
MULLBAR CAP
18
010 HEX WASHER HEAD TEK SCREW
19
#10 FH TEK SCREW
-USE WOOD SCREW SIZE W10 OR #12), SPECIFIED IN WINDOW UNIT APPROVAL DOCUMENT
lvis°
2 •835 I Iiij
I
112°
1— .090
TOP VIEW
4
OUTSIDE
231 10'
11116
j z
- 4 718° ---«I
3rs° (2x!
F -1522 - 027 7116°
NEW CONSTRUCTION t FIN INSTALLATION
DRIP ADAPTER S -1885
3 9Y1° -�
12°
t 114"+{ I t
1111. 8° 118°
A
FLANGE ADAPTER S -1996 4° HORIZ MULLION CUP S -1898
TYP. FIN FRAME
41/4 ° — SCORE. BEND, AND BREAK
TRE
TO REMOVE FIN
7116' 41 13V I
Y-- '
.
T I— 079 �
PVC MULL COVER -6018
4 ° MULLBAR H -1769
DETAIL A
PROPRIETARY AND CONFIDENTIAL 10/26/2012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE ROLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063 -T6 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED
7118° THRU (TYP)
114_7 THRU ('IYP)
OUTSIDE 'I
1 5!18 °-4 95118°
2311(r 5
—t— 1!e°
4 718° T
FL P.E. 58201
RETRO CUP (4°) F- 1522 -014
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
EXTRUSIONS & BILL OF MATERIALS - 4° MULL BAR
P":": PVC MULL BAR w ADE 09/27/2012
CW S-837
5 OF 10
°7° NULLBAR CLIP
"L° MULLEM CUP
FRAME TYPE
OPENING
(F- 1522 -)Wg
(F- 1767 -)ODQ
NEW
NOT RECOMMENDED
F. 1767.002
FLANGE
RETRO
F- 1522 -014
F- 1767- 007(t.&R) or
F- 1767.002
NEW
F- 1522-027
F- 1767405(L&R)
FIN
RETRO
F -1522 -027
F- 1767-005(1BR)
NEW
NOT RECOMMENDED
F -1767 -002
BOX
RETRO
F- 1522 -014
F- 1787- W7(L&R)
F -1767 -002
OUTSIDE
231 10'
11116
j z
- 4 718° ---«I
3rs° (2x!
F -1522 - 027 7116°
NEW CONSTRUCTION t FIN INSTALLATION
DRIP ADAPTER S -1885
3 9Y1° -�
12°
t 114"+{ I t
1111. 8° 118°
A
FLANGE ADAPTER S -1996 4° HORIZ MULLION CUP S -1898
TYP. FIN FRAME
41/4 ° — SCORE. BEND, AND BREAK
TRE
TO REMOVE FIN
7116' 41 13V I
Y-- '
.
T I— 079 �
PVC MULL COVER -6018
4 ° MULLBAR H -1769
DETAIL A
PROPRIETARY AND CONFIDENTIAL 10/26/2012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE ROLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063 -T6 WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED
7118° THRU (TYP)
114_7 THRU ('IYP)
OUTSIDE 'I
1 5!18 °-4 95118°
2311(r 5
—t— 1!e°
4 718° T
FL P.E. 58201
RETRO CUP (4°) F- 1522 -014
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
EXTRUSIONS & BILL OF MATERIALS - 4° MULL BAR
P":": PVC MULL BAR w ADE 09/27/2012
CW S-837
5 OF 10
3°
10 I
7118° (IYP) 114° (TYP)
3 78" 3
158°
316" O
112"
2 314, OUTSIDE
0
L ANGLE 4" MULL CUP, RETRO FLO (LEFT) F- 1767-007L
6 3,
r 878 "--�I
j 7116" (TYP) —+1 }--- I -114" (IYP)
4
2 314" --I
5" OUTSIDE
L ANGLE 4° MULL CUP, FIN (LEFT) F- 1767 -ML
(WOOD CONSTRUCTION ONLY)
3
3e
L 11
6 71W
L ANGLE 4" MULL CLIP, RETRO FLO (RIGHT) F- 1767 -007R
3° 9
�18
I-- - -671F
O O- — 3
58°
4114" O
L I 112"
OUTSIDE 23!4"
L ANGLE 4" MULL CUP. FIN (RWM F- 1767 -CM
(WOOD CONSTRUCTION ONLY)
PROPRIEfARYAND CONFIVENT10.L 10/26/2012
THE INFORMATION CONTAINED M THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. M. ANY REPR()OUC 014 IN PART OR AS A WHOLE WITHOUT THE
WRIT TEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED.
T
i
3° ^
7
h-- 678- --�I�
7116° (TYP)
i --114° (1'YP)
12116- (2X)
3 78"
19116"
I ® I 3/8' (2X)
OUTSIDE 27!18° (2X)�d -° -- 27116° F�-1P2° (2X)
L -ANGLE 4" MULL CLIP, STANDARD - F-1 767-M
FL P.E. 58201
°T" MULLBAR CUP
"L" MULL.BAR CUP
FRAME TYPE
OPENING
(FIM -XI09
(F -1767 XXX)
NEW
NOT RECOMMENDED
F- 1767 -002
FLANGE
RETRO
F- 1522 -014
F- 1767-007(L&R) or
F- 1767-002
NEW
F- 1622 -027
F- 1787- 005(L&R)
FIN
RETRO
F- 1522 -027
F- 1767- =(L&R)
NEW
NOT RECOMMENDED
F- 1767-002
Box
RETRO
F- 1522 -014
F- 1767- 007(L&R)
F- 1767.002
FL P.E. 58201
1 SEAL SEI
j PRIOR TC
SEAL SEI
TO F
_HORIZONTAL MULL SAR SECTION
7
B VERTICAL MULL BAR SECTION
7 VRAIME WINDOW
FIN
SEAL
PRIOF
FIN MU
W
CO
r n )HORIZONTAL MULL BAR SECTION
7 IN RAM WINUUW
B VERTICAL MULL BAR SECTION
7 FIN FRAME WINDOW
PROPRIPETARYAND CONFIDENTIAL 10!2612012
THE INFORMATION CONTAW.D W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. MC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. 19 PROHIBITED
APPLY SEALANT ALONG FI
LENGTH OF WINDOW FRA
GROOVE PRIOR TO ATTACHI
co
- VERTICALMORIZONTAL MULL 13AR SECTION
T / 1SW --- --
APPLY SEALANT ALONG FULL APPLY SEALANT ALONG FULL
LENGTH OF MULLSAR GROOVE LENGTH OF MULLBAR GROOVE
PRIOR TO ATTACHING DRIP PRIOR TO ATTACHING FLANGE
ADAPTOR ADAPTOR
0 ]
2 � O
n r—
03
DETAIL A DETAIL B
A. TURNER. FL P.E.
A
TOP VIEW
FIN FRAME
98 SEE NOTES 1 & 2 (QTY 1 EA.)
3' HORZ_ 11116" MAX EDGE DIST.
MULLION CLIP - -'. ° ....... - -1 SEE NOTE 1
(SEE NOTE 1)
-'-- 3' MULLBAR (H -1768)
(SEE SEPARATE APPROVAL FOR
18 OR 99 (SEE NOTE 4) APPROPRIATE DP CHARTS)
C 4- HOR2. TO 3" VERT. MULLBAR SECTION
\8 E FKANIL WINDOW
C 4- HORIZ. TO 4" VERT. MULL6AR SECTION
SECTION A -A
`18) SEE NOTES 1 & 2 (QTY 2 EA.)
Y 2 EA.)
5' MULLBAR (H -1760)
/ (SEE SEPARATE APPROVAL FOR
APPROPRIATE DP CHARTS)
-DGE DIST.
SEE NOTE 1
18 OR 19 /SEE NOTE 4)
�/rC� 5" HH�O�R'IZ. TO 4' VERT MULLBAR SECTION
�' ' _ NUE WINLJOW
NOTES:
1. SLIDE CU L
LUCAS A. TURNER. FL P
HOLES 2 M
"j111111111" H
MINIMUM CUP EDGE DISTANCE OF 91RU W
M, P
4W. . 'o S
11116' MAX EDGE DIST.
1 1V MIN. EDGE DIST. IS) INSTALLATION ANCHOR.
—SEALANT BETWEEN PRA#& 4100R#12WOOD SCREW
AND OPENING BY OTHERS 1 112" MIN. EMBEDMENT
I By WOOD SUCK BY OTHERS [A)
MULL BAR CLIP
4 (SEENOTE2)
BY OTHERS I
EXTERIOR FINISH
BY OTHERS
PERIMETER
SEALANT BY
INSTALLER
1 By WOOD BUCK -
BY OTHERS
[Al
MULL BAR CUP
(SEE NOTE 4)
4" VERTICAL
MULL BAR
MULL BAR cl
PERIMETER
SEALANT BY
INSTALLER
EXTERIOR -
FINISH BY
1 1/4' MIN. EMBEDMENT
. . . . . ....
INSTALLATION ANCHOR
3/16"DIA. OR Ile DLk MASONRY
SCREW (8)
1 BY WOOD BUCK 4'HORIZ.
BY OTHERS (A)
1 1/8' MIN. MULL BAR -
EDGE Di IST. [B]
SEALANT BETWEEN FRAME - PERIMETER SEALANT
AND OPENING BY OTHERS • BY INSTALLER
EXTERIOR FINISH
CONCRETEAAASONRY- BY OTHERS
1 4- VERTICAL BY OTHERS
INSTALLATION ANCHOR, MULL BAR �� HORIZ MULL JAMB SECTION
3116• DIA. OR 114° DIA. MASONRY SCREW A,) MULL CUP (MASONRY)
vB1 MULL BAR CUP
"\ D vEgTjcAL MULL HEAD SECTION SEALANT ALONG
MULL CUP (MASONRY) OUTSIDE EXPOSED
EDGE OF MULL BAR
PERIMETER SEALANT
INSTALLATION ANCHOR BY INSTALLER
EXTERIOR FINISH
BY OTHERS
HORIZ MULL JAMB SECTION
MULL CLIP GOD)
JAMB SHOWN, SIMILIAR
_ -4° VERTICAL
MULL BAR
INSTALLATION ANCHOR
Wig'DIA. OR 1/4"DIA. MASONRY SCREW
IS]
aflg'DIA. OR 114"DIA. MASONRY SCREW
(B) EXTERIOR FINISH
II
BY OTHERS
MIN.
SILL STOOL BY OTHERS
IIA
(SEE NOTE 1) CONCRETEfMASONRYt;".
BY OTHERS "I -
D. . I>
D,
MIN. EDGE DIST. 181
ul , / /
OTHERS SHIM AS REQtD
TO MAKE LEVEL F INSTALL ANCHORS THRU ANY THREE OF THE ALTERNATE PRECAST
FIVE HOLES SHOWN ON EITHER SIDE OF MULL W. H SILL DETAIL
FOR MULL BAR
�9 MULL [;UP (NABONRY)
1114- MIN. EMBEDMENT
MASONRY 1 1/8" MIN. EDGE DIST.
BY OTHERS
IB
- 14
�
_) VERTICAL MULL SILL SECTION
9 j MULL CLIP (MASONRY) TOP VIEW
MULL CLIP 17674= ANCHOR REQUIREMENT
PROPRIETARY AND CONFIDENTIAL 10/26/2012
THE INFORMATION CONTADM IN INS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. NO. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED
REFERENCE NOTES:
A SEE NOTE 10, SHT 1
B SEE NOTE 1, BHT 2
C SEE NOTE 2, BHT 2
NOTE.,
1. SILL STOOL MUST BE FLUSH AGAINST INSIDE
OF MUI I ED WINDOWS AFTER INSTALLATION
2. RECESS RETRO FIT CUP 1/4' FOR ANCHOR
CLEARANCE WHEN INSTALLING WINDOW UNITS
CONCRETE/MASONRY
BY OTHERS
SEALANT BETWEEN
FRAME AND OPENING
BY OTHERS
2 BY WOOD BUCK
BY OTHERS
[A]
z MIN. EDGE DIST.
[C]
EXTERIOR FINISH
BY OTHERS
HORIZ MULL JAMB SECTION
MULL CLIP GOD)
JAMB SHOWN, SIMILIAR
_ -4° VERTICAL
MULL BAR
INSTALLATION ANCHOR
Wig'DIA. OR 1/4"DIA. MASONRY SCREW
IS]
aflg'DIA. OR 114"DIA. MASONRY SCREW
(B) EXTERIOR FINISH
II
BY OTHERS
MIN.
SILL STOOL BY OTHERS
IIA
(SEE NOTE 1) CONCRETEfMASONRYt;".
BY OTHERS "I -
D. . I>
D,
MIN. EDGE DIST. 181
ul , / /
OTHERS SHIM AS REQtD
TO MAKE LEVEL F INSTALL ANCHORS THRU ANY THREE OF THE ALTERNATE PRECAST
FIVE HOLES SHOWN ON EITHER SIDE OF MULL W. H SILL DETAIL
FOR MULL BAR
�9 MULL [;UP (NABONRY)
1114- MIN. EMBEDMENT
MASONRY 1 1/8" MIN. EDGE DIST.
BY OTHERS
IB
- 14
�
_) VERTICAL MULL SILL SECTION
9 j MULL CLIP (MASONRY) TOP VIEW
MULL CLIP 17674= ANCHOR REQUIREMENT
PROPRIETARY AND CONFIDENTIAL 10/26/2012
THE INFORMATION CONTADM IN INS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. NO. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED
REFERENCE NOTES:
A SEE NOTE 10, SHT 1
B SEE NOTE 1, BHT 2
C SEE NOTE 2, BHT 2
NOTE.,
1. SILL STOOL MUST BE FLUSH AGAINST INSIDE
OF MUI I ED WINDOWS AFTER INSTALLATION
2. RECESS RETRO FIT CUP 1/4' FOR ANCHOR
CLEARANCE WHEN INSTALLING WINDOW UNITS
- 14
�
_) VERTICAL MULL SILL SECTION
9 j MULL CLIP (MASONRY) TOP VIEW
MULL CLIP 17674= ANCHOR REQUIREMENT
PROPRIETARY AND CONFIDENTIAL 10/26/2012
THE INFORMATION CONTADM IN INS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. NO. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED
REFERENCE NOTES:
A SEE NOTE 10, SHT 1
B SEE NOTE 1, BHT 2
C SEE NOTE 2, BHT 2
NOTE.,
1. SILL STOOL MUST BE FLUSH AGAINST INSIDE
OF MUI I ED WINDOWS AFTER INSTALLATION
2. RECESS RETRO FIT CUP 1/4' FOR ANCHOR
CLEARANCE WHEN INSTALLING WINDOW UNITS
SEALANT BEHIA
FIN BY OTHERS
EXTERIOR FINI
BY OTHERS
PERIMETER BE
BYINSTALLER
4° VERTICAL
MULL BAR
WINDOW WRAP -�
BY OTHERS
PERIMETER SEALA
BYINSTALLER
SEALANT BEHIND -
FIN BY OTHERS
EXTERIOR FINISH
BY OTHERS
SHEATHING
BY OTHERS
VW MIN. EDGE DIST.
ICI
—2 BY WOOD BUCK
BY OTHERS
[A1
IM MIN. EMBEDMENT (Cj
1318°
(MIN. EMBEDMENT)
(Cj
MULL BAR CUP
(SEE NOTE 2)
INSTALLATION ANCHOR,
#10 OR #12 WOOD SCREW
WITH INTEGRATED WASHER
(cj
t— 2 BY WOOD BUCK
BY OTHERS
[A)
j 1 EDMENT (Cj
boo. 718° MIN. EDGE DIST. -- h -• --I
[c]
JG
iS CALMU SILL SECTION
10 RETRO CUPIFIN FRAME (WOOD)
NOTE:
�_..,.__. INSTALLATION ANCHOR.
' #10 OR #12 WOOD SCREW
WITH INTEGRATED WASHER
ICI
i _....__.. MULL BAR CUP
(SEE NOTE 2)
I!
4° HORIZ
` - -- PERIMETER SEALANT MULL BAR
BYINSTALLER
RIZ MULL JAMB SECTION
10, L ANGLE CUP/FIN FRAME (WOOD)
1. RECESS RETRO MULLION CLIP 114' FOR CLEARANCE OF
WINDOW UNIT WHEN INSTALLED.
2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR
INSTALLATION.
PROPRIETARY AND CG*tDENTML 1012612012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
women SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED
REFERENCE NOTES:
A SEE NOTE 10, BHT 1
B SEE NOTE 1. SHT 2
C SEE NOTE 2, BHT 2
INSTALLATION ANCHOR,
#10 OR #12 WOOD SCREW
_
--------
WITH INTEGRATED WASHER
2 BY WOOD BUCK -..
[Cl
BY OTHERS
[Al
4° VERTICAL
MULL BAR
718° MIN EDGE DIST
pi
i 1 1 VERTICAL MULL HEAD SECTION
SHEATHING
10 TRO CL7P7FTNFRAAIE (WOOIST
BY OTHERS
EXTERIOR FINISH f
BY OTHERS
SEALANT BEHIND --�
FIN BY OTHERS
WINDOW WRAP
BY OTHERS
MULL BAR CUP
(SEE NOTE 2)
INSTALLATION ANCHOR,
#10 OR #12 WOOD SCREW
WITH INTEGRATED WASHER
(cj
t— 2 BY WOOD BUCK
BY OTHERS
[A)
j 1 EDMENT (Cj
boo. 718° MIN. EDGE DIST. -- h -• --I
[c]
JG
iS CALMU SILL SECTION
10 RETRO CUPIFIN FRAME (WOOD)
NOTE:
�_..,.__. INSTALLATION ANCHOR.
' #10 OR #12 WOOD SCREW
WITH INTEGRATED WASHER
ICI
i _....__.. MULL BAR CUP
(SEE NOTE 2)
I!
4° HORIZ
` - -- PERIMETER SEALANT MULL BAR
BYINSTALLER
RIZ MULL JAMB SECTION
10, L ANGLE CUP/FIN FRAME (WOOD)
1. RECESS RETRO MULLION CLIP 114' FOR CLEARANCE OF
WINDOW UNIT WHEN INSTALLED.
2. FOUR (4) ANCHOR SCREWS REQUIRED PER MULLION CLIP FOR
INSTALLATION.
PROPRIETARY AND CG*tDENTML 1012612012
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
women SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED
REFERENCE NOTES:
A SEE NOTE 10, BHT 1
B SEE NOTE 1. SHT 2
C SEE NOTE 2, BHT 2
URNER
2080 Mauve Terrace
North Port, FL 34286
ENGINEERING &
TCONSULTING,
Ph. 941- 380 -1574
INC.
FBPE C.O.A. #29779
Evaluation Report 837
October 26, 2012
Product Description: PVC 4" Mullion H -1759
Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above -listed product per the requirements
of FAC Product Approval Rule Chapter 9N -3.005 (4). This product complies with the
requirements of the Florida Building Code including the High Velocity Hurricane Zone. The
product testing standards performed are outlined below.
Technical Documentation:
1) Approval drawing CWS -837, signed and sealed by Lucas A. Turner, P.E.
2) Test Reports NCTL- 210 - 3833 -1B, 4C, 4,4A, -5, -5A, -6, and -6A, from National
Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203 -94, ASTM E 1886 - 02/04/05, ASTM E
1996 - 04/06/09, and AAMA 450 -06
3) Supplemental Calculations to support CWS -837, signed and sealed by Lucas A. Turner,
P.E.
Installation: Units must be installed according to approval document CWS -837.
Limitations of Use: This product:
• May be used up to the sizes and design pressures as shown in CWS -837, using clips as
shown in CWS -837
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• May only be used with Custom Window System, Inc. windows, please see individual
window unit approvals for applicable design pressures and for more details
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product.
Lucas Turner
2012 -10 -26 11:30 -04:00
No 58:201
.i3
r
® �a 10/26/2012
0 *� Lucas A. Turner, P.E.
FL PE #58201
Is
r
t
2/2?J13
3 sine
Professional
2,
0 uitatii':
Florida Building Code Online
SCIS Home Log in ( User Registration Hot Topics Submit Surcharge State & Fads 8 Publications FBC Staff BCIS Site Map Links Search €
Product Approval
USER: Public User
Product Apptoval Menu > Product or Application Search > Application List > AppRoation Detall
FL FL14850 -R1
Application Type Revision
Code Version 2010
Application Status Approved
cons, nts
Archtved
Product Manufacturer
Address /Phone / Emall
Authorized Signature
Technical Representative
Address /Phone /Email
Custom Window Systems Inc.
1900 SW 44th Avenue
Ocala, FL 34474
(352) 368 -6922 Ext 207
miafevre@cws.cc
Michael LaFevre
miafevre@cws.cc
Brian Tenace
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922 Ext 291
btenace @cws.cc
Quality Assurance Representative
Jeff Thompson
Address /Phone /Email
1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922 Ext 221
jthompson @cws.cc
Category
Exterior Doors
Subcategory
Swinging Exterior Door Assemblies
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
L:-: Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the
Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Lucas Turner
PE -58201
Keystone Certifications, Inc.
03/01/2014
Steven M. Urich, PE
Validation Checklist - Hardcopy Received
FL14850 RI COI EyalRep CWS 641A (SD -8750 IMPACT).Ddf
Standard
AAMA/WDMA/CSA/101 /I. S.2/A -440
ASTM E 1300
ASTM E 1886
ASTM E 1996
PA TAS/201/202/203
Year
2005
2004
2005
2002
1994
www.flcridaWiding.org /pr /pr app dtl. aspAwanF wGEVXQ vADquHIFzfePouVv7oGhYGF3pW' xOFU "J %2blBOWAgtF4e /a2bKoA %3d %3d 1/2
T
t
2112/13
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL #
Florida Building Code Online
Model, Number or Name
SD -8750, Impact.
Method 1 Option D
12/12/2011
12/13/2011
12/20/2011
01/31/2012
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +70/ -70
Other. Large Missile French Door w/ Sidelights, Max. French Door
6' x 8', Max. Single Door 3' x 8', Max. Sidelight 3' x 8', DP +/- 70
psf.
SD -8750 French Door w/ SD -8710 Sidelights, Irrpac.
Installation instructions
FL14850 RI H CWS -641A (SD -8750 &PACT) pdf
Verified By: Lucas Turner 58201
Created by Independent Third Party: Yes
Evaluation Reports
FL14850 R1 AE DuPont PVB NOA 11-0624 01 odf
FL14850 RI AE DuPont SGP NOA 11-062-4 ro rdf
F 148 0 LU AE EvalReo CWS 641& (SD -87Sn IMPACT) odf
FL14850 III AE Milann NOA 11-0830 na od
Created by Independent Third Party: Yes
r<..c< EE
Contact Us :: 1940 North Monroe Street Tallahassee FL 32399 phone: 850 - 487 -1824
The State of Florida Is an AA/EEO employer. Copyright 2007 -2010 State of Florida :: Privacy Statement :: AgMsibllity Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to
Section 455.27s(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address vhlrh can be made available to the public To determine If you are a licensee
under Chapter 455, F.S., please dick here .
Product Approval Accepts:
r
w6iwfloridabLdiding.org /pr /pr_ app dU. aspX tparanrvYGEVXQ vADquHlFzfePotjW7oGhYGF3pVWFURX jJa /g2blBOWAgtF4g /p2bKoAp /a3dolp3d 2/2
W MAX SINGLE
DOOR WIDTH
26 5/8"
GLASS DLO
A
97° MAX
UNIT
HEIGHT
I
95 3116" i X
PANEL B
HEIGHT
0
84 3/16" SEE
GLASS NOTE 4
—375V
PANEL WIDTH
i
81/2,
_71
20"
1'
81/2"
SINGLE DOOR T
NOTE: HINGE SPACINGS ARE 8 ll2" FROM ENDS
AND A MAX OF 20° ON CENTER FOR 81" TO 9T'
UNIT HEIGHT.
DESIGN PRESSURE RATING
+_70
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ..... 1-3
ANCHOR DETAIL & NOTES ................A
GLAZING DETAIL .... ..............................5
b
SECTION VIEWS ...... ............................6
-8
BOM........................ ..............................9
EXTRUSIONS ......... .............................10
INSTALLATION DETAILS ....................
11 -14
79" MAX FRENCH DOOR WIDTH
375/8°
PANEL WIDTH
C
33518° SIDELITE WIDTH
97" MAX _
UNIT
94 518" F O F
SIDELITE
HEIGHT ;
I I
I
83 518"
GLASS
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE
FLORIDA BUILDING CODE, CURRENT EDITION.
b
2. GLAZING DETAIL (SEE SHEET 5)
3. APPROVED CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING W/ SIDELITE(S),
FRENCH DOOR(S), FRENCH DOOR(S) W /SIDELITE(S), SIDELITE NON ATTACHED
FLUSH
4. LOCK OPTIONS:
97' MAX
BOLT
UNIT
A.DOUBLE BORE Wl (2) INTERIOR FLUSH BOLTS(HANDLE SET @36")
HEIGHT
ON
C.MULTIPOINT(4PT)(HANDLE SET @341.
INACTIVE
SEE
95 3116"
PANEL
PANEL
D HEIGHT
NOTE 4
t
- POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST
PRESSURE, AND GLASS TABLES ASTM E -1300.
84 3116"
C
FRENCH DOOR
33518° SIDELITE WIDTH
97" MAX _
UNIT
94 518" F O F
SIDELITE
HEIGHT ;
I I
I
83 518"
GLASS
E
SIDEUTE
U— T . P.E. 2011 -12-07 09:38-05:00
PROPRISTARYANDCOM-TDENTAL 12/97/11
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. ING. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED
SW 44TH AVE.
.A, FLORIDA 34474
GENERAL NOTES & ELEVATIONS - IMPACT
8700 -8750 RAWNBY ADE ATE 1215/2011
PVC SWING DOOR ALF G. Nn.. CWS -641
LETTER' A 1 OF 14
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE
FLORIDA BUILDING CODE, CURRENT EDITION.
5/8"
GLASS DLO
2. GLAZING DETAIL (SEE SHEET 5)
3. APPROVED CONFIGURATIONS: SINGLE OUTSWING, SINGLE OUTSWING W/ SIDELITE(S),
FRENCH DOOR(S), FRENCH DOOR(S) W /SIDELITE(S), SIDELITE NON ATTACHED
4. LOCK OPTIONS:
97' MAX
UPTO 6'8":
UNIT
A.DOUBLE BORE Wl (2) INTERIOR FLUSH BOLTS(HANDLE SET @36")
HEIGHT
8.MORTISE LOCK W/ (2) INTERIOR FLUSH BOLTS(HANDLE SET @ 34")
C.MULTIPOINT(4PT)(HANDLE SET @341.
*ABOVE 6'8 ":
A.MULTIPOINT(5PT)(HANDLE SET @ 34'.
95 3116"
PANEL
5. DESIGN PRESSURES:
D HEIGHT
- NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM
E -1300
- POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER INFILTRATION TEST
PRESSURE, AND GLASS TABLES ASTM E -1300.
84 3116"
S. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS
GLASS
PRODUCT. SEE SHEETS 11 -14 FOR INSTALLATION DETAIL WIND LOAD DURATION FACTOR
DLO
C
Cd =1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
T. PRODUCTS APPROVED FOR IMPACT RESISTANCE.
8. ALL FRAMES ARE PROCESSED AND SCREWED TOGETHER. VENTS ARE PROCESSED AND
TIERODDED TOGETHER.
— 36 3/18° MAX UNIT WIDTH
9• REFERENCE TEST REPORTS: NCTL- 210 - 3781 -1,1A, 1B, 1C, 2, 2A
10. 1x or 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY
— 22 518° GLASS DLO
TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS RESPONSIBILITY OF ARCHITECT
OR ENGINEER OF RECORD
11. SERIES / MODEL DESIGNATION: SD -8700 , FD -8760, SLT -8710
12. SECTION CALLOUTS APPLY TO ALL CONFIGURATIONS.
13. INTERIOR FLUSH BOLTS ON ACTIVE PANEL TO BE THROWN DURING SEVERE WEATHER.
14. QUALIFIED ALTERNATIVE LOCKSET / DEADSOLT HARDWARE IS GRADE 2 BY PAMEX
AND DELANY.
15. MAX PANEL WIDTHS APPLY TO ANY CONFIGURATION OF MULLED OR NON MULLED UNITS.
16. THE DESIGNATION W AND'O' STAND FOR THE FOLLOWING: X -OPERABLE DOOR,
0= FIXED PANEL.
LUCAS A. TURNER, FL P.E. 58201 1 A I UPDATED PER 2010 FBC 11114/2011
E
SIDEUTE
U— T . P.E. 2011 -12-07 09:38-05:00
PROPRISTARYANDCOM-TDENTAL 12/97/11
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. ING. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED
SW 44TH AVE.
.A, FLORIDA 34474
GENERAL NOTES & ELEVATIONS - IMPACT
8700 -8750 RAWNBY ADE ATE 1215/2011
PVC SWING DOOR ALF G. Nn.. CWS -641
LETTER' A 1 OF 14
36 3116" MAX
SIDELITE WIDTH
33 578°
PANEL WIDTH
9T MAX
MAX
UNIT
HEIGHT
—151 318° MAX UNIT WIDTH —
79" MAX
FRENCH DOOR WIDTH
37 518" MAX
PANEL WIOTH1
97" A
UNIT
94 5!9" X
SIDELITE
HEIGHT all
83 5!8° -T
SIDELITE
GLASS EE
22518.
GLASS DLO
i
i
O
95 3116" 9e
PANEL SI
HEIGHT HI
84 3116"
DOOR PAN
GLASS DL
995 3195" MAX UNIT WIDTH
Q
6 3/16° MAX
79" MAX
V
IIDELITE WIDTH
V
33 51W
S ELI
SIDELITE
/i
DOOR WIDTH
/�
HEIGHT
............
FLUSH
94
SOLT
12 ;
11111
UNIT
HEIG
®
83 518"
v
ON
i
ELITE j
SIDELITE
PkLL FRAMES ARE
/�
X
PANEL6"
—_ —�.
TIGHT
1518"
GLASS
SEE
FLUSH
PANEL
HEIGHT
26 5/8" PROPtBETARr AND CONFIDENTi4L 12/07/11
83
DLO
g::: :.'``+
`ffj sx�it
WRITTEN PERM OF CUSTOM WW04DOW SYSTEMS. INCA IS PRHOLE�DHOUi
4
NOTE 4
BOLT
SIDELITE
SHT 1
INAC
84 3116"
GLASS
SEE
22 5B°
265/8'
GLASS DLO
GLASS DLO
DLO
FRENCH DOOR W/ SIDELITES
76 3116" MAX UNIT WIDTH —
36 3116° MAX
40° MAX
SIDELITE WIDTH
GLASS DLO
SINGLE DOOR WIDTH
33 5J8
PANEL WI DTH
-.—� ���
DOOR WIDTH
97" A
UNIT
94 5!9" X
SIDELITE
HEIGHT all
83 5!8° -T
SIDELITE
GLASS EE
22518.
GLASS DLO
i
i
O
95 3116" 9e
PANEL SI
HEIGHT HI
84 3116"
DOOR PAN
GLASS DL
GLASS DLO 12,
14
SIDELITE W/ FRENCH DOOR
HEAD
995 3195" MAX UNIT WIDTH
6 3/16° MAX
79" MAX
IIDELITE WIDTH
FRENCH DOOR WIDTH
33 51W
37 51W
PANEL WIDTH
DOOR WIDTH
HEIGHT
............
94
12 ;
11111
UNIT
HEIG
®
1
84 3116°
DOOR PANEL
v
i
ELITE j
,lON� w +f #,
PkLL FRAMES ARE
/�
X
PANEL6"
—_ —�.
TIGHT
1518"
S$201
FLUSH
.
HEIGHT
26 5/8" PROPtBETARr AND CONFIDENTi4L 12/07/11
83
GLASS DLO THE INFORMATION CONTAINED IN THB DRAWING IS THE SOLE PROPERTY OF CUSTOM
THE
g::: :.'``+
`ffj sx�it
WRITTEN PERM OF CUSTOM WW04DOW SYSTEMS. INCA IS PRHOLE�DHOUi
4
BOLT
SIDELITE
INAC
84 3116"
GLASS
SEE
PANEL
DOOR PANEL
DLO
NOTE 4
GLASS DLO
SHT 1
GLASS DLO 12,
14
SIDELITE W/ FRENCH DOOR
HEAD
MAX IHT
DESIGN PRESSURE RATING
L ±70
95 3/16"
PANEL
HEIGHT
LUCAS A. TURNER, FL P.E.
1
84 3116°
DOOR PANEL
,lON� w +f #,
PkLL FRAMES ARE
DLO
MECHANICALLY FASGLASS TENED
—_ —�.
S$201
:�
.
STATE F
26 5/8" PROPtBETARr AND CONFIDENTi4L 12/07/11
fff�G. '
GLASS DLO THE INFORMATION CONTAINED IN THB DRAWING IS THE SOLE PROPERTY OF CUSTOM
THE
g::: :.'``+
`ffj sx�it
WRITTEN PERM OF CUSTOM WW04DOW SYSTEMS. INCA IS PRHOLE�DHOUi
4
MAX IHT
DESIGN PRESSURE RATING
L ±70
- M SINGLE DOOR WIDTH
DOOR 81
NEL X X M/
IGHT UP
68 3/16" HE
DOOR PANEL
GLASS DLO SEE
NOTE 4,
Li J ( SHT 1
I e � I lj
SINGLE DOOR I FRENCH DOOR
NOTE: HINGE SPACINGS ARE 8 112" FROM ENDS
AND A MAX OF 21 5/16" ON CENTER FOR UPTO
81• UNIT HEIGHT.
_.._
151318" MAX UNIT WIDTH
;ANEL MAX FRENCH DOOR WIDTH
36 3/16" MAX SIDELITE WIDTH 37 5/8" 33 518" WIDTH
PANEL WID
81° i
MAX
UNIT FLUSH
HEIGHT I BOLT 79 3116°
78 5J8" DOOR
SIDELIT PANEL
HEIGHT O X X O HEIGHT
1 675/8- 68 3/16"
SIDELITE DOOR PANE
GLASS SEE GLASS DLO
NOTE 4,
DLO / / SHT 1
L..__
e t
22 5/w 26 51W
GLASS DLO GLASS DLO
FRENCH DOOR W /SIDELITES
x
IT
36 3/18° MAX
SINGLE DOOR WIDTH
33 518°
LITE WID
kkl-f >r'
MAX
78 5/8" UNIT
SIDELITE HEIGHT
HEIGHT
O
67 518"
SIDELITE
GLASS
DLO
SIDELITE
112 318" MAX UNIT WIDTH
36 3116" MAX — — 40° MAX
SIDELITE WIDTH 33 518,} 37 518" SINGLE DOOR WIDTH
PANEL WIDTH;; PANEL WIDTH
6M
UNIT FLUSH
HEIGHT i BOLT 79 3/18°
78 5/8" DOOR
SIDELITE O X O PANEL
HEIGHT HEIGHT
67 518" 68 3/16"
SIDELITE SEE DOOR PANEL
GLASS SNH — / GLASS DLO
DL I
22 518° 26 518"
GLASS DLO GLASS DLO
SIDELITE — DOOR — SIDELITE
LUCAS A. TURNER, FL P.E. 58201 Al UPDATED PER 2010 FBC 11/14/2011
�q #ygfTbitttt�t�
r i to 5$2Q1 t 1PS 1900 SW 44TH AVE.
* i w OCALA, FLORIDA 34474
0 aT• Z =rye: ELEVATIONS 6'8° Wt FLUSH BOLTS- IMPACT
STATE OF FPiFS:8700-8760 R.AWNBY ADE ArE: 92/5/2011
DESIGN PRESSURE RATING PROPRIETARY AMD CONFIDENTIAL 12/07 /11 -,t�•w �c� 1;•',`i _
+_70 WINDOW SEBRenl8 -IN��sru�RODUCTION s PART ORASfE8AP� WHOLE WoI�TTHE ��j` ����t4� h1SF PVC SWING DOOR ��P ��� CWS -641
A 3 OF 14
�PNIEIVOIIDTH
265/8° LASS DL
_i
8 1/2"
PANEL W IDTH
81"
1 2
MAX
FLUSH
UNIT
FLUSH
215116"
HEIGHT
BOLT
7$
79 3/16"
DOOR
X
PA
PANEL
HE
HEIGHT
_�
68 3116"
SEE
DOOR PAN
NOTE 4,
GLASS DLO
SHT 1
8 112"
r
DOOR 81
NEL X X M/
IGHT UP
68 3/16" HE
DOOR PANEL
GLASS DLO SEE
NOTE 4,
Li J ( SHT 1
I e � I lj
SINGLE DOOR I FRENCH DOOR
NOTE: HINGE SPACINGS ARE 8 112" FROM ENDS
AND A MAX OF 21 5/16" ON CENTER FOR UPTO
81• UNIT HEIGHT.
_.._
151318" MAX UNIT WIDTH
;ANEL MAX FRENCH DOOR WIDTH
36 3/16" MAX SIDELITE WIDTH 37 5/8" 33 518" WIDTH
PANEL WID
81° i
MAX
UNIT FLUSH
HEIGHT I BOLT 79 3116°
78 5J8" DOOR
SIDELIT PANEL
HEIGHT O X X O HEIGHT
1 675/8- 68 3/16"
SIDELITE DOOR PANE
GLASS SEE GLASS DLO
NOTE 4,
DLO / / SHT 1
L..__
e t
22 5/w 26 51W
GLASS DLO GLASS DLO
FRENCH DOOR W /SIDELITES
x
IT
36 3/18° MAX
SINGLE DOOR WIDTH
33 518°
LITE WID
kkl-f >r'
MAX
78 5/8" UNIT
SIDELITE HEIGHT
HEIGHT
O
67 518"
SIDELITE
GLASS
DLO
SIDELITE
112 318" MAX UNIT WIDTH
36 3116" MAX — — 40° MAX
SIDELITE WIDTH 33 518,} 37 518" SINGLE DOOR WIDTH
PANEL WIDTH;; PANEL WIDTH
6M
UNIT FLUSH
HEIGHT i BOLT 79 3/18°
78 5/8" DOOR
SIDELITE O X O PANEL
HEIGHT HEIGHT
67 518" 68 3/16"
SIDELITE SEE DOOR PANEL
GLASS SNH — / GLASS DLO
DL I
22 518° 26 518"
GLASS DLO GLASS DLO
SIDELITE — DOOR — SIDELITE
LUCAS A. TURNER, FL P.E. 58201 Al UPDATED PER 2010 FBC 11/14/2011
�q #ygfTbitttt�t�
r i to 5$2Q1 t 1PS 1900 SW 44TH AVE.
* i w OCALA, FLORIDA 34474
0 aT• Z =rye: ELEVATIONS 6'8° Wt FLUSH BOLTS- IMPACT
STATE OF FPiFS:8700-8760 R.AWNBY ADE ArE: 92/5/2011
DESIGN PRESSURE RATING PROPRIETARY AMD CONFIDENTIAL 12/07 /11 -,t�•w �c� 1;•',`i _
+_70 WINDOW SEBRenl8 -IN��sru�RODUCTION s PART ORASfE8AP� WHOLE WoI�TTHE ��j` ����t4� h1SF PVC SWING DOOR ��P ��� CWS -641
A 3 OF 14
79" MAX FRENCH DOOR WIDTH
37 518"
PANEL W IDTH
26 5/6" 26 518"
1 2
FLUSH
3116" B
BOLT
SINGLE DOOR I FRENCH DOOR
NOTE: HINGE SPACINGS ARE 8 112" FROM ENDS
AND A MAX OF 21 5/16" ON CENTER FOR UPTO
81• UNIT HEIGHT.
_.._
151318" MAX UNIT WIDTH
;ANEL MAX FRENCH DOOR WIDTH
36 3/16" MAX SIDELITE WIDTH 37 5/8" 33 518" WIDTH
PANEL WID
81° i
MAX
UNIT FLUSH
HEIGHT I BOLT 79 3116°
78 5J8" DOOR
SIDELIT PANEL
HEIGHT O X X O HEIGHT
1 675/8- 68 3/16"
SIDELITE DOOR PANE
GLASS SEE GLASS DLO
NOTE 4,
DLO / / SHT 1
L..__
e t
22 5/w 26 51W
GLASS DLO GLASS DLO
FRENCH DOOR W /SIDELITES
x
IT
36 3/18° MAX
SINGLE DOOR WIDTH
33 518°
LITE WID
kkl-f >r'
MAX
78 5/8" UNIT
SIDELITE HEIGHT
HEIGHT
O
67 518"
SIDELITE
GLASS
DLO
SIDELITE
112 318" MAX UNIT WIDTH
36 3116" MAX — — 40° MAX
SIDELITE WIDTH 33 518,} 37 518" SINGLE DOOR WIDTH
PANEL WIDTH;; PANEL WIDTH
6M
UNIT FLUSH
HEIGHT i BOLT 79 3/18°
78 5/8" DOOR
SIDELITE O X O PANEL
HEIGHT HEIGHT
67 518" 68 3/16"
SIDELITE SEE DOOR PANEL
GLASS SNH — / GLASS DLO
DL I
22 518° 26 518"
GLASS DLO GLASS DLO
SIDELITE — DOOR — SIDELITE
LUCAS A. TURNER, FL P.E. 58201 Al UPDATED PER 2010 FBC 11/14/2011
�q #ygfTbitttt�t�
r i to 5$2Q1 t 1PS 1900 SW 44TH AVE.
* i w OCALA, FLORIDA 34474
0 aT• Z =rye: ELEVATIONS 6'8° Wt FLUSH BOLTS- IMPACT
STATE OF FPiFS:8700-8760 R.AWNBY ADE ArE: 92/5/2011
DESIGN PRESSURE RATING PROPRIETARY AMD CONFIDENTIAL 12/07 /11 -,t�•w �c� 1;•',`i _
+_70 WINDOW SEBRenl8 -IN��sru�RODUCTION s PART ORASfE8AP� WHOLE WoI�TTHE ��j` ����t4� h1SF PVC SWING DOOR ��P ��� CWS -641
A 3 OF 14
MIDSPAN — 4" 4° EXTRA ANCHORS 4° 4°
2" 4° SEE NOTE #2 REQUIRED IN WOOD
6" MAX q° '� 4° INSTALLATIONS. 2"
6" MAX ( 4" q" 4°
- 2" 2" W MAX MIDSPAN
1T MAX 6" MAX 4" MIDSPAN 6" MAX —� — 81/2°
O.C. (TYP ' tff ANCH
�_ —_._ OR 1T THRU
17" MAX
O.COiTYP) MAX O C HINGE
2.1...5.11.6"
MAX.
SEE NOTE #2
II l III I
j
SIDELITE DOOR SIDELITE / / /
t
NOTES: SIDELITE DOOR DOOR SIDELITE
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4 ". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT.
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED.
F4.1/4" DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4° INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 2112" SHALL
ACHIEVED IN EITHER DIRECTION.
12 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 318" INTO 2 BY WOOD BUCK.
MINIMUM EDGE DISTANCE OF 1° SHALL BE ACHIEVED IN ANY DIRECTION
10 WOOD SCREWS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 13/8° INTO 2 BY WOOD BUCK. A MINIMUM EDGE DISTANCE OF 718° SHALL BE ACHIEVED IN ANY DIRECTION.
3/16" DIA. ITW TAPCON MASONRYANCHORS THROUGH HINGES MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4" INTO MASONRY. A MINIMUM EDGE DISTANCE OF 11/8° SHALL BE ACHIEVED IN ANY DIRECTION,
A MINIMUM CENTER TO CENTER DISTANCE OF 213116° SHALL BE ACHIEVED.
7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.
DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION.
8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL LUCAS A. TURNER, FL P.E. 58201 A UPDATED PER 2010 FBC 11/i4/20i 1
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: �S;� B EW G=0.55 (
A. WOOD - MINIMUM SPECIFIC GRAVITY OF G.55 SOUTHERN PINE OR GREATER
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. . o'
v
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 41 � No 58201 ".X� 1900 SW 44TH AVE.
10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE ;` * ; * OCALA, FLORIDA 34474
OF INSTALLATION SHALL BE DONE BY OTHERS IN ACCORDANCE +11 ;CCU iTLE: ANCHOR SCHEDULE & NOTES - NON IMPACT
WITH THE CURRENT VERSION OF THE FOLLOWING THE REFERENCE DOCUMENTS: 'TAT OF , t
0.
FMA/AAMA 100 (FIN WINDOWS), FMNAAMA200 (FLANGE WINDOWS), 12/07/11 1+ w % A s 'ERIES'8700 -8750 FA��r BY ADE TE 12/5/2011
FMA/W DMA 250 (BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS). rr� INFORMATroN coNraNm Iw�TEF7 DYRAW RpOLq�T�RE 3pLE PROPERTY OF CUSTOM ~�I�tS • 1'�~ MODEL A6
WRITTEN PERMISSION OFCUSTOM WINDOW SYSTEMS. INC. IS PROMBREOWD �i�+rS't1NA 111" ��. PVC SWING DOOR EV. LETTER: A IEET. 4 nF I i
4OF1.1
1" OVERALL
3716" TEMPERED
6/16" AIRSPACE
112" LAMI
3116" ANNEALED GLASS
.105 DUPONT PVB INTERLAYER
3/16" ANNEALED GLASS
FULL SIZE
GLASS TYPE A
KAFLEX 552 or
- PURFECT GLAZE "H"
iS BITE
1" OVERALL
-3116" TEMPERED
3/8" AIRSPACE
7116" LAMI
3/16" ANNEALED GLASS
.090 SENTRY GLASS IONOPLAST INTERLAYER
3/16" ANNEALED GLASS
SIKA - SIKAFLEX 552 or
HENKEL - PURFECT GLAZE "H"
3/4" GLASS BITE
FULL SIZE
GLASS TYPE B RY '
PROPRIETAAND CONFIDENTIAL 12/07/11
AWED W THIS ORAWING IS THE SOLE PROPERTY OF CUSTOM
W WDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WPM" SYSTEMS. M. 1$ PROHIBITED
PR'V ORFII M AC.0 TVGC
P.E. SM1 I A I UPDATED PER 2010 FBC
sw
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
TLE' GLAZING - IMPACT
- 8750 1... °' ADE
SWING DOOR IA1.1 1:1
11/14/201
12!5/2011
6 O 14
WIDTH
HEIGHT
MAX S®9-ITE
MAX SINGLE
MAX FRENCH
81" MAX
TYPEA
TYPEA
TYPEA
97' MAX
TYPES
TYPEB
TYPE
P.E. SM1 I A I UPDATED PER 2010 FBC
sw
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
TLE' GLAZING - IMPACT
- 8750 1... °' ADE
SWING DOOR IA1.1 1:1
11/14/201
12!5/2011
6 O 14
.-
SECTION VIEW A -A
ALTERNATEI
MORTISE LOCK w/ FLUSH BOLT
ITEMS NOT SHOWN FOR CLARITY:
10- 12,13,15- 17,22,43,48,54,57,56
ITEMS NOT USED IN VERSION SHOWN:
2,3,8,9,15,16,25 - 28,30 - 34,36. 40,43,52,53,60,62,65,66,72,76
,^-2�-
PROPRIETARYANDDONFWENTAL 12/07111
THE WFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WUJDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE W MIOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED
SECTION VIEW B -B
LUCAS A.
ALTERNATE 2
MULTIPOINT LOCK
UPDATED PER 2010 FBC
r': -: ,.
SW 44TH AVE.
A, FLORIDA 34474
SECTION VIEW - SINGLE DOOR
8700- 8750
fRAWN BY ADE
PVC SWING DOOR LE NTS .LElTER: A
11114/201
12/512011
6 OF 14
SECTION VIEW C-C
SECTION VIEW D -D
Ax
PROPRIETARYAND CONFIDENTIAL 12/07111
THE INFORMATION CONTA04M W THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. WG. ANY REPRODUCTION aJ PAR70R AS A WHOLE WITHOUT THE
WRI7TEA1 PERMISSION QF CUSTOM W WOOW SYSTEMS. INC. IS PROHIBITED
ITEMS NOT SHOWN FOR CLARITY:
10- 12,13,15- 17,22, 26.28,36.39,43,54,57
ITEMS NOT USED IN VERSION SHOWN:
8, 9,15,16,25,40 ,42,45,46,48,52,53,58,60,74,76
P.E. 582011 A I UPDATED PER 2010 FBC 1111141201
1900 SW 44TH AVE.
OCALA, FLORIDA 34474
I TLE' SECTION VIEW - FRENCH DOOR
ADE 121512011
NTS PG, NO, CWS -64'.
A ": 7 OF 14
INTERIM
SECTION VIEW E -E
ER
SECTION VIEWF -F SEALANT APPLIED TO
15 ADJOINING FACES
BYINSTALLER
ITEMS NOT SHOWN FOR CLARITY:
10,11,16,22,28,43,57
ITEMS NOT USED IN VERSION SHOWN:
1- 3,6.7,8 - 15.17,18,20,21,23,24 ,26,27,30- 39,41,44- 46,48 - 52,54 -56,
5"1,63-71,74,-76 Az
PROPRIETARYAND CONFIDENTIAL 12/07/11
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. W. ANY REPRODUCTION IN PART OR A$ A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED
#10 HEX WASHER HEAD TEK
JOINING DOOR FRAME TO
SIDELITE.
6" FROM TOP AND BOTTOM
17" MAX ON CENTER.
SEALANT APPLIED TO
ADJOINING FACES 5
BYINSTALLER
#10-24 x 1 -3/4" TYPE F
THRU HINGE INTO SIOELITE AT EACH HINGE.
(SEE PAGE 1,3 FOR HINGE SPACING)
LUCAS A. TURNER. FL. P.E. 58201
6
K1878
MAN FRAME, SILL
—"vi
ALUM
I n l nwrv%
KEYMARK
7
H-1880
MAINFRAME, JAMB
LLN
KEYMARK
42
H 1881
MANFRAME, SIDELITE @ DOOR
ALUM
KEYMARK
9
H-1900
MANFRAMF, SIDELITE@ JAMB, HEAD, SEE
ALUM
KEYMARK
0
83039
SETTTM BLOCK 118 X 1 X 2
--FT9NKLOWE
11
P-4936
TRUSEAL SKA EX 552 or E"
DE-ANY
46
P-3503
SCREW #8 X 112 PH TRUSS SS @ ASTRAGAL CAP
FASTENAL
3
-3 11
SCREW #8 x 51W S. PAN TEK @ TEROD B
FASTENAL
48
PL3587
SCRLW#8X 1', PH FLAT TE( L
A
5
-3767
S 10 X 1 SMITE
FASTENAL
6
FL4146
SCREW #8 X 3/4 PHIL, FLAT SS TEK @ SMITE SHIM
FASTENAL
1
P-4278
D, .200" x 1.250" W/A WE
FO M
LLTRAFA
8
P•4522
#10 x 1 1/4 ", PH FLAT, SMS - HINGE @ PANIJ
FASTENAL
19
P4774
WSTR BULBAEAFS, PANEi
FOAM
A g
20
P-47 00
FLUSH BOLT, TORBTM
SULLNAN
21
P-4794
SCREW #8 x 5/8" SQ.FLATTE<@ NSERTATTACH
B
FASTENAL
22
P 4802
ALL I HRE4DED ROD (TIE ROD)
WMASTER
23
84807
HINGE, GUIDE
PPPE
24
P- 48o8f4909
HNGF_SErLFFror RIGHT
SS
HOPPE
5
4
, .50X.750 FOLDED BULB SEAL, @ surum
ALFA
AMESBURY
60
P-4863
LOCK STRIKE RATE
ALUM
FKD OCK
27-
PL4864
RHINO STRIKE PLATE
ALUM
PADDOCK
28
S-1816
COVES, JAMBS, HEAD,SLL, SIDELITE
ALUM
hem
63
87
BRACKET
ZINC
SULLIVAN
30
-4885
SHOO T, T
L
q
31
P4886
SHOOT BOLT, BOTTOM
PADDOCK
32
P
LOCKBAR 8 FT
ALUM
PADDOCK
32
84884
LOCKBAR, MULTI -PONT, SPr, 8 FT
ALIGN
PADDOCK
32
P4901
LOC KBAR, MULTI -PONT, 4PT, 68 FT
PADOaCfC
32
P4902
LOCKBAR NACTN1 , 6'8 FT
A
PADDOCK
33
F
903
HA NDLESET, ACTIVE
ALUM
PADDCXt
3 4
P-4905
HANDLESET, NACTNE
PVC
PADDOCK
ALTERNATE APPROVED LOCKSETS:
AMEX GRADE 2 LOCKSET AND DEADBOLT.
ITEM
PIN
065CRIPTION
MAT'L
VEmDOR
9 7
GUIDE� FLUSH BUT
42
930
10 -1/ TEC S A
A L
43
31W-16 PANEL
fvtMASTER
S , #12-24 X 1 ,PH FLAT, MS, @ HINGE
FASTENAL
45
P-4936
DOORKNOB, ACTIVE PANE-
DE-ANY
46
P-4937
DEADBOLT, ACTIVE PANEL
DEANY
47
P-4969
,#10X2" REINF. ATTACH.
FASTENAL
48
P-499
S DEADBOLT
PADDOCK
49
P 5127
SCREIN, #12 X 2 ", PH PAN, SMS, ANCHOR
FASTENAL
50
5 30
GASKET� DOORS FRONT
-Rb-Pfb—DUC-1"9-
51
-5131
GASKET, DOORSILL CSC
FO M
2
34
10 1 -3/4" FLAT QUARETYPE F @ RN59---
FASTUAL
53
P-5151
GASKEt SMITE
FOAM
HO PRODUCTS
P-5157
4 x Undercut PK 18-8SS @ KEEPER
FASTENAL
55
- 158
BOTTOMSFAL
B
M
P 5 72
WSTP, .370 X.187, TPJ FN LACK
ULTRAFAB
-14
SCRBN #8 X 314 S HEAD, @ FRAME
FASTENAL
58
-5186
SCRBN 32 x 1 -1/4" PKFL MS, SS @ PL
SS
FAS L
59
S-1783
THRESHOLD, HIGH E
ALFA
KIFYMARK
60
§7178-4
INSERT, REINFORCEMENT
ALUM
KEYMARK
61
5 -1806
COVER, JAMB, ANCHOR
ALUM
KEYMARK
62
S-1816
COVES, JAMBS, HEAD,SLL, SIDELITE
ALUM
KEYMARK
63
5-1817
DRIP CAP
ALUM
KEYMARK
64
S-1840
ES HEAD, A
L
6
1849
INSERT, INACTIVE R-J LOCK HA
MARK
S 859
COVER, ASTRAGAL, FD
ALUM
KEYMARK
6
18
, B A ACH L
ALIGN
68
86
L
-971-W- 5
SE, S
A
10-7g1916
WEEP
ALUM
K IVARK
71
083
PA TO RAIL, SIDES - DOOR
PVC
M9MN
72
5 -6083
PANS-, TOP/B L, S - SMITE
C
73
9-6084
GLAZING BEAD (1 ")
PVC
MIKRON
74
K1888
REINFORCEMENT, VERT., SINGLE DOOR
ALUM
KEYMARK
75
GLASS
SE= PAGE 5
76
K1862
RENFORCBV@JT,VERT.
ALUM
K MARK
77
P4887
MORTISELOC K
PADDOCK
m
PROPRIETARY AND COWMENTM. 12/07/11
THE INFORMATION CONTAINED IN THIS DRAWING 0 THE SOLE PROPERTY OF CUSTOM
WNDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED
LUCAS A. TURNER. FL. P.E. S8201 I A I UPDATED PER 2010 FBC
SW 44TH AVE.
A, FLORIDA 34474
BOM - IMPACT
6700 -8750
PVC SWING DOOR
ADE
PITS
A
1111412011)
121512011
`CWS -641
9 OF 1$
.076
DOOR HEAD -1833
- -- 4 9/16"
062
1 1116"
DOOR SILL-1878
6
4 9/16°
�6°
7
DOOR JAMB -1880
-- 4 9116"
1 -.078
2
SIDELITE -1881
ALL EXTRUSIONS ARE 6061 -T6 ALUMINUM
6"
PVC DOOR PANEL - 6083
r -1.470
•• •° � 2.936
REINFORCEMENT -1861
1.470{
O 4
1/16° 2.938
i
REINFORCEMENT -1860
61
2.281
050
REINFORCEMENT -1857
REINFORCEMENT -1858
--
2.437-
59 .070 180
THRESHOLD -1783
.080
2°
66
ASTRAGAL COVER -1859
FRAME COVER - 1806 Z i�- M
PROPW®TARYAND COWMENTIAL 12/07/11
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. M. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISS10N OF CUSTOM W IN00W SYSTEMS. INC IS PROHIBITED
DRIP CAP -1817
SIDELITE COVER -1816
i 15!16°
3
69 1196° 9-:7Q1 380
l4°
13/4' -►1 FILLER - 1784T
BASE SWEEP -1915
118"
INSERT, IN ACTIVE PNL -1849 19/16'---1
-8116° � 1116"
-- 13116"
116°
11916° 9 t 68)
INSERT, BACK -1865
INSERT. FRONT -1864 .616
1. -- 7D
L
PVC GLAZING BEAD - 6084 518 " - 1116°
1 112'j
64
9/16°
6 HEAD COVER - 1840 f
1116" 0 3/4'
93H6° - 1116"
REINFORCEMENT -1862 DRIP COVER -1916
UPDATED PER 2010 FBC 1 11/1412011 1
SW 44TH AVE.
A, FLORIDA 34474
EXTRUSIONS - IMPACT
87008750
�RAWN B Y ADE #IHIEET: 21512011
PVC SWING DOOR 1:2 CWS -641 V.LErTER: A 10 OF 14
INSTALLATION ANCHOR,
IW MASONRY ANCHOR [C]
2,Cr MIN d�
EDGE DIST, [C]
e dPo`p °oD °P �'pd=
EXTERIOR FINISHQ,.
BY OTHERS
PERIMETER SEALANT
BYINSTALLER n
PERIMETER SEALANT
BYINSTALLER
IWt1gt(LoICj
SEALANT BETWEEN BUCK
AND OPENING BY OTHERS
CONCRETFJMASONRY
BY OTHERS
—I 1W MIN.
EMBEDMENT [C]
]!4_ MAX. SHIM [B]
—1 BY WOOD BUCK BY OTHERS,
FRAME MEMBERS MUST BE FULLY
SUPPORTED. [A]
CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SILL
BYINSTALLER.
INSTALLATION ANCHOR,
114° DIA. MASONRY ANCHOR.[C]
– CONTINUOUS DOUBLE 3116° BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SILL
BY INSTALLER.
CONCRETEIMASONRY
BY OTHERS
p.
cDA p D 'D 'D
2 1IZ°. MIN.
EDGE DIST. [C] --
D VERTICAL SECTION
FRAME (MASONRY)
1/4_ MAX SHIM [B]
CONTINUOUS DOUBLE 3/16° BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SILL
BY INSTALLER.
1114 MIN.
EMBEDMENT [C] Z z
PROPIUBTAIWARDCONFIDENraL 12/07/11
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED
PERIMETER SEALANT -
BYINSTALLER
EXTERIOR F
BY OTHERS
LUCAS A. TURNER. FL
1 BY WOOD BUCK
BY OTHERS. [A]
- -�–11W MIN.
EMBEDMENT [C]
0 0
c' as
Q a'
INSTALLATION ANCHOR,
a.
114" MASONRY ANCHOR. (C]
a' a'
INSTALLATION ANCHOR,
3116° FLAT MASONRY ANCHOR
-- - -� THROUGHHINGE. [E]
`
2 -VA-. MIN
QQ.
EDGE DIST. [C]
- SEALANT BETWEEN
BUCK AND OPENING
BY OTHERS
11/4' MIN.
EMBEDMENT [C]
I HORIZONTAL SECTION
LFRAME (MASONRY) REFERENCE NOTES:
(A] SEE NOTE 10, SHT 1
[S] SEE NOTE 283, SHT 4
[C] SEE NOTE 4, SHT 4
[O] SEE NOTE 5, SHT 4
[E] SEE NOTE 6, SHT 4
INSTALLATION
ANCHOR, -
If MIN.
a <a
#12 WOOD
ANCHOR. [D]
EDGE DIST. [D]
BY INSTALLER
°goQ,o
EXTERIOR FINISH
BY OTHERS REFERENCE NOTES:
EXTERIOR FINISH ��
INSTALLATION ANCHOR,
1/4° DIA. MASONRY ANCHOR [C]
13V MIN.
BY OTHERS ¢v
EMBEDMENT. [D]
I aV MIN.
�I
CONTINUOUS DOUBLE 3116" BEADS OF SEALANT
1
EMBEDMENT [D]
POINTS BETWEEN FRAME AND SILL
IL4 MAX. SHIM [8]
914" MAX SHIM [B]
2 BY WOOD BUCK
BY OTHERS. [A]
PERIMETER SEALANT
LUCAS A TURNER, FL P.E. 58201 A UPDATED PER 2010 FBC
BYINSTALLER
PERIMETER SEALANT
BY OTHERS
�,�p`Dt�uetyl�r'
A4
BY INSTALLER
2 BY WOOD BUCK BY OTHERS.
- No 5MI 'Pt 1900 SW 44TH AVE.
9 D D D D
FRAME MEMBERS MUST BE FULLY
. * . - OCALA, FLORIDA 34474
r MIN.
EMBEDMENT [C] ,�
�1 x qC TLS.
+ '.'w ANCHOR DETAIL (DOOR) IN 2 BY BUCK -IMP,
SUPPORTED. [A]
EDGE DIST. [D]
(DVERTICALSECTION
--
CONTINUOUS DOUBLE BEADS OF SEALANT
CONTINUOUS DOUBLE 3118" BEADS OF SEALANT
THE DffORMATION CONTAINED IN THIS DRAWING iS THE SOLE PROPERTY OF CUSTOM
O COMIS PART WTTHOU1THE WR P
USfOM
ii�� �5. +• ]R • ��` DEL PVC SWING DOOR NTS '�``�. N.
y �Qvt;voi �4Lr�
AROUND PERIMETER AT T ALL INDICATED
L
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SILL
POINTS BETWEEN FRAME AND SILL
BY INSTALLER.
BY INSTALLER.
\,
— INSTALLATION ANCHOR,
#12 WOOD ANCHOR. [D]
INSTALLATION ANCHOR,
HINGE ATTACHMENT, #10
WOOD SCREW. [E]
Ia`YIt�IC'I.
F'
"
1 _a. MIN.
EMBEDMENT 0
EMBEDMENT 0)
a <a
PERIMETER SEALANT (
BY INSTALLER
EXTERIOR FINISH
BY OTHERS REFERENCE NOTES:
INSTALLATION ANCHOR,
1/4° DIA. MASONRY ANCHOR [C]
(A) SEE NOTE 10, SHT 1
L�HOwzoNTAL SECTION [a] SEE NOTE 2x6, sHT a
SEE NOTE 4,
[Cl sHT 4
FRAME (WOOD) [D] SEE NOTE 5, SHT 4
[E] SEE NOTE 6. SHT 4
�I
CONTINUOUS DOUBLE 3116" BEADS OF SEALANT
M
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SILL
BY INSTALLER.
LUCAS A TURNER, FL P.E. 58201 A UPDATED PER 2010 FBC
CONCRETE/MASONRY
PERIMETER SEALANT
BY OTHERS
�,�p`Dt�uetyl�r'
A4
BY INSTALLER
`yw *-og
•'C!�4rrr
- No 5MI 'Pt 1900 SW 44TH AVE.
9 D D D D
D 1 114° MIN.
. * . - OCALA, FLORIDA 34474
�- 21/2 "_ MIN. - --
EMBEDMENT [C] ,�
�1 x qC TLS.
+ '.'w ANCHOR DETAIL (DOOR) IN 2 BY BUCK -IMP,
EDGE DIST. C
[ ]��
STATE tP Ek #ES: RAWN BY ATE:
(DVERTICALSECTION
PROPRIETARY AND COtFIDENIIAL 12/07/11
�„rT •.A t31"• "�r`�`+ 6700 -8750 ADE
1
RAME OOD ]
THE DffORMATION CONTAINED IN THIS DRAWING iS THE SOLE PROPERTY OF CUSTOM
O COMIS PART WTTHOU1THE WR P
USfOM
ii�� �5. +• ]R • ��` DEL PVC SWING DOOR NTS '�``�. N.
y �Qvt;voi �4Lr�
PERMISSION WNUOW SYSTEMS. INC. IIPOMSIE
E4. LEiTEF: A iEEP:
INSTALLATION ANCHOR,
1/4" MASONRY ANCHOR [Cj
2JM MIN
EDGE DIST. (C)
eo0 °V'� o p0 O�Or
po.
04'0 0� d P'e v P o
EXTERIOR FINISH
BY OTHERS
PERIMETER SEALANT
BYINSTALLER
PERIMETER SEALANT
BYINSTALLER
SEALANT BETWEEN BUCK
AND OPENING BY OTHERS
1 1/4• MIN.
EMBEDMENT [C]
CONCRETEIMASONRY
1 BY WOOD BUCK BY OTHERS
BY OTHERS. FRAME MEMBERS
MUST BE FULLY SUPPORTED. [A]
1/4'_ MAX. SHIM [Bj
CONTINUOUS DOUBLE 3/18" BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SILL
BY INSTALLER.
2117 MIN. --
EDGE DIST. [C]
VERTICAL. SECTION
\, E(MASONRY)E(MASONRY)
CONTINUOUS DOUBLE 3/16" BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SILL
BY INSTALLER.
INSTALLATION ANCHOR,
114" DIA. MASONRY ANCHOR [C]
— CONTINUOUS DOUBLE 3116° BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SILL
BY INSTALLER.
CONCRETE/MASONRY
BY OTHERS
'D
I IW MIN.
EMBEDMENT [Cj `"v-
PRCPRIETARYANDCDNffl NTWL 121/07/11
THE WFORMATION CONTANEO N THIS DRAW$* IS THE SOLE PROPERTY OF CUSTOM
WINDOW SYSTEMS. M. ANY REPRODUCTION N PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED
1 BY WOOD BUCK
BY OTHERS. [A]
IW MAX SHIM [Bj
1 1/4° MIN.
EMBEDMENT [C]
0 o INSTALLATION ANCHOR,
114' MASONRY ANCHOR. [C]
0 o
o' c'
;9 e 44 .-
2-l12_ MIN
e .de EDGE DIST. [C]
`-- SEALANT BETWEEN
BUCK ANO OPENING
PERIMETER SEALANT BY OTHERS
BY INSTALLER
EXTERIOR FINISH
BY OTHERS
VERTICAL SECTION
FRAME (MASONRY) REFERENCE NOTES:
[Aj SEE NOTE 10, SHT 1
[S) SEE NOTE 2&3, SHT 4
[Cj SEE NOTE 4, SHT 4
(0) SEE NOTE 5, SHT 4
[E) SEE NOTE 6, SHT 4
58201
INSTALLATION ANCHOR,
#12 WOOD ANCHOR [D]
EXTERIOR FINISH
BY OTHERS
1 PERIMETER SEALANT
BYINSTALLER
PERIMETER SEALANT
BY INSTALLER
2 10 MIN. --
EDGE DIST. [C]
/U1VERTICAL SECTION
\, WFRAME (WOOD)
1"_ MIN. [DI
EDGE DIST.
1218f MIN.
EMBEDMENT [o]
--
1/4 MAX. SHIM [B]
2 BY WOOD BUCK BY OTHERS.
FRAME MEMBERS MUST BE FULLY
SUPPORTED. [Al
CONTINUOUS DOUBLE 3116° BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SILL
BYINSTALLER.
CONTINUOUS DOUBLE 3116° BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SILL
BY INSTALLER.
INSTALLATION ANCHOR,
114° DIA. MASONRY ANCHOR [C]
114' MAX SHIM [B] 7
CONTINUOUS DOUBLE 3116" BEADS OF SEALANT
AROUND PERIMETER AT ALL INDICATED
POINTS BETWEEN FRAME AND SILL
BY INSTALLER.
CONCRETE/MASONRY
BY OTHERS
1 1!4' MIN.
EMBEDMENT [C] z°z-
PROPwETPaYANDCONFrDENrwL 12 /07 /11
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM
WWOOW SYSTEMS. M. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS. INC. IS PROHIBITED
PERIMETER SEALANT
BYINSTALLER
1318: MIN.
EMBEDMENT[D]
f MIN. EDGE DIST. PI
- INSTALLATION ANCHOR,
#12 WOOD ANCHOR. [D]
2 BY WOOD BUCK
BY OTHERS. [A]
AMA
17EXTERIOR FINISH
BY OTHERS
REFERENCE NOTES:
QVERTICAL SECTION [A) SEE NOTE 10, SPIT 1
FRA W (W [B) SEE NOTE 283, SHT 4
ODD)
[C] SEE NOTE 4, SHP4
[o) SEE NOTE 5, SHT 4
[E) SEE NOTE 6, SHT 4
LUCAS A. TURNER. FL P.E.
Lucas A. Turner, P.E., MBA Evaluation Report 641A
2080 Mauve Ter.
North Port, FL 34286
Ph. 941 - 380 -1574 December 7, 2011
Product Description: Series SD -8700, FD -8750, SLT -8710 PVC Swinging Door, LM Impact,
3'x8' nominal panel size max.
Manufacturer: Custom Window Systems, Inc. 1900 SW 44th Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above - listed product per the requirements
of FAC Product Approval Rule Chapter 9N -3.005 (4). This product complies with the
requirements of the Florida Building Code including the High Velocity Hurricane Zone. The
product testing standards performed are outlined below.
Technical Documentation:
1) Approval drawing CWS -641A, signed and sealed by Lucas A. Turner, P.E. on 12/712011.
2) Test Reports NCTL- 210 - 3761 -1, -lA, -113, -1C, -2, and -2A from National Certified
Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA
101/1.S.2/A440 -2005, and ASTM E 1886/1996 2002/2005
3) Supplemental Calculations to support CWS -641A, signed and sealed by Lucas A. Turner,
P.E. on 12/712011
Installation: Units must be installed according to approval document CWS -641A.
Limitations of Use: This product:
• May be used in up to 79" x 97" XX sizes, 40" x 97" X sizes, and 36 3/16" x 97" Sidelite
sizes, with glass types and max. glass daylight sizes as shown in CWS -641A
• Achieves design pressures of +/ -70 p.s.f.
• Is Large Missile Impact Resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Dupont SentryGlas (formerly SentryGlas Plus or SGP) Interlayer per Miami -
Dade N.O.A. #11- 0624.02
• Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #11- 0624.01
• Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A.# 11- 0830.09
• Anchors indicated in CWS -641A shall be pan or hex head type and shall have a head or
washer (integrated or separate) diameter of 0.420" min.
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a
financial interest in Custom Window Systems or in any company manufacturing or distributing
products for which this report is being issued. I do not have, nor do I intend to acquire, nor will I
acquire, a financial interest in any other entity involved in the testing or approval process of this
product. hiller
Ak
ran 50201 1
STAFF OF a
Lucas A. Tumer, P.E. 2011 -12- 0717:53 -05:00
Z;-71
12/7/11
Lucas A. Turner, P.E.
FL PE #58201
118/93 Florida Building Code Online
aCIS Home Log In User Registration i Hot Topics Submit Surcharge Stets & Facts 1 Publications
> Product-or Aonlication Search >
FL *
Application Type
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Comments
Archived
Product Manufacturer Custom Window Systems Inc.
Addmss/Phone /Email 1900 SW 44th Avenue
Ocala, FL 34474
(352) 368 -6922 Ext 207
mdafevre@cws.cc
Authorized Signature Michael LaFevre
mlafevm @cws.cc
Technical Representative Brian Tenace
Address /Phone /Emafl 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922 Ext 291
btenace @cws.cc
Quality Assurance Representative Jeff Thompson
Address /Phone /Email 1900 SW 44th Ave.
Ocala, FL 34474
(352) 368 -6922 Ext 221
jhompson @cws.cc
(,M' t
Category L'Fws doSubcategory ement
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
i_ Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Lucas A. Turner
Evaluation Report
Florida License PE -58201
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 03/01/2014
Validated By Steven M. Urich, PE
Validation Checldlst - Hardcopy Received
Certificate of Independence FL6890 R4 COI EvalReo CWS -161B (CA -8400 IMPACTI odf
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Standard
AAM A/ W DMA/CSA/ 101 /I. S. 2/A440- 05
ASTM E 1300 -04
ASTM E1886 -02
ASTM E1996 -02
PA/TAS 201/202/203
v wvflaidaWicOng.org /Eu /pr app O. asps? pwarrFwGEVXQMDqu4Bg7NMG9nY8CIMsOVDVAN93azRoSIJA %3d 1/2
r
10/18/93
v
Product Approval Method
�' ✓'
r�
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Florida Building Code Online
Method 1 Option D
12/12/2011
12/13/2011
12/20/2011
01/31/2012
6890.1 18400 Vinyl Casement 8400 Vinyl Flg/Fin Casement.
Limits of Use Installatlon Instructions
Approved for use In HVHZ: Yes FL6890 R4 II CWS -1618 (CA -8400. IMPACT),ndf
Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201
Impact Resistant: Yes Created by Independent Third Party: Yes
Design Pressure: +67.5/ -67.5 Evaluation Reports
Other. 8400 Vinyl Casement, Large Missile, DP = +/- 67.5 psf, FL6890 R4 AE DuPont PVB NOA 11 -0624 01.Ddf
Max. size 37" x 72 ". FL6890 R4 AE EvalRep CWS -161B (CA -8400. IMPACT).Ddf
FM90 R4 AE Mikmn NOA 11 -0830 09.Ddf
Created by Independent Third Party: Yes
6890.2 8400 Vinyl Casement Impact Window CA -8400 Vinyl ?Flg /Fin Casement.
_..__ . ............ .. .....
.__.
Oa e
Contact: Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850 -487 -1824
The State of Florida Is an AA/EEO employer. Coovdaht 2007 -2013 State of Florida, :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not rent your a -mall address released in response to a public -records request, do not send
electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee
under Chapter 455, F.S., please dick here .
Product Approval Accepts:
`ttr[tY�4t'rutm
R
wwwflaldablding.org /pr/pr apm�GEVX1wtDqu4Bg7NfwG9nY8CIMsOVDN dV93zRoSIJA %3d ?2 p OXF
_CASEMENT ELEVATION (LARGE MISSILE IMPACT)
(SHOWN W/ DIFFERENT OPTIONS)
TABLE OF CONTENTS
GENERAL NOTES & ELEVATIONS ........................1
ANCHOR SCHEDULE & NOTES .............................2
GLAZING DETAILS ................... ..............................3
SECTION VIEW & ALT. FRAME ..............................4
EXTRUSIONS & B. O. M .............. ..............................5
INSTALLATION DETAILS .......... ............................8 -7
Lucas A. Turner, P.E.
381/4°
MAX OVERALL FLANGE WIDTH
3T
UNIT WIDTH
35' -
MAX SASH WIDTH
♦
i
i
I ` 301/2_
GLASS DLO
LIGHT HINGED - SHOWN
LEFT HINGED - OPPOSITE
2011 -12-07 10:20 -05:00
DLO
PROPRISrARYAND COPFW9NTAL 12/07/11
THE INFORMATION CONTAMED M THIS DRAW WG IS THE SIXE PROPERTY OF CUSTOM
WPIDOW SYSTEMS, WC. ANY RFPRODUCRON LN PART ORASA WITOLE OUT THE
WRITTEN PERMIS�ON OF CUSTOM WINOOW SYSTEMS, INC. L4 PROHU3ITED.
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
THE FLORIDA BUILDING CODE, CURRENT EDITION.
2. GLAZING DETAILS: (SEE SHEET 3)
3. CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR RIGHT.
4. DESIGN PRESSURE RATINGS.
- NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES
ASTM E -1300
- POSITIVE DESIGN LOADS BASED ON TEST PRESSURE, WATER INFILTRATION TEST
PRESSURES AND GLASS TABLES ASTM E -1300
5. ANCHORAGE: THE 331/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN
OF THIS PRODUCT. SEE SHEETS 8-7 FOR INSTALLATION DETAIL. WIND LOAD DURATION
FACTOR Cd=1.8 WAS USED FOR WOOD ANCHOR CALCULATIONS.
S. PRODUCTS APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT REQUIRED.
7. ALL FRAMES AND VENTS FULLY WELDED.
8. REFERENCE TEST REPORTS: NCTL - 210 - 38731, 1A, 2,2A, NCTL - 210 - 38741, 1 A. 2.2A
9. SERIESIMODEL DESIGNATION CA 48400.
10. 1x OR 2x WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO
PROPERLY TRANSFER ALL LOADS TO STRUCTURE, BUCK OR FRAMING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
11. THE DESIGNATION X STAND FOR THE FOLLOWING: X = OPERABLE SASH
P.E.
6'
ANCHOR LAYOUT - (FLANGE)
THRU FRAME(WOOD OR MASONRY OPENING)
3' MAX
(T(P)
12 V2'
RT O.0
YP).
T
5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 31W INTO 2 BY WOOD BUCK.
A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION.
l 314•
7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.
B
I UPDATED PER 2010 FSC
DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION.
ANCHOR LAYOUT - (FLANGE)
THRU FRAMENVOOD OR MASONRY OPENING)
CL
4• MA
8'
MAX C
(TYP)
INSTALLATION
ANCHORS TYP.
ANCHOR LAYOUT - (FIN)
THRU NAILING FIN (WOOD OPENING)
4' MAX
(IYP)
4' MAX (TYP)
MAX O.C.
(TYP)
INSTALLATION
ANCHORSTYP
8'
MAX )
O C. /SEE NOTE 6
ANCHOR LAYOUT - (FIN)
THRU NAILING FN (WOOD OPENING)
NOTES: FOR UNITS UP TO 37' x 7P' FOR UNITS UP TO 37' x 63' FOR UNITS UP TO 37' x 77 FOR UNITS UP TO Sr x 63'
1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD.
2. SHIM AS RECD AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4. USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT.
3. LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. —
4.3116" DIA. ITW TAPCON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 1/4' INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1' SHALL I
ACHIEVED IN EITHER DIRECTION.
5. #10 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1 31W INTO 2 BY WOOD BUCK.
A MINIMUM EDGE DISTANCE OF 7/8" SHALL BE ACHIEVED IN EITHER DIRECTION.
S. #8 WOOD SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 11/2" INTO 2 BY WOOD BUCK FOR FIN INSTALLATION. A MINIMUM EDGE DISTANCE OF 1/4" SHALL BE ACHIEVED IN EITHER DIRECTION.
7. ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING.
B
I UPDATED PER 2010 FSC
DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION.
LUCAS A. TURNER, FL P.E. 58201
A
UPDATE TO FBC CHANGES I
8. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL
�py4laeoa
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.
9. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES:
+, +#ytP�„f
&RS
A. WOOD- MINIMUM SPECIFIC GRAVITY OF G =0.55 (SOUTHERN PINE OR GREATER)
�� No 58201
1900 SW 44TH AVE.
B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI.
+.^
aR ; *
OCALA, FLORIDA 34474
C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER).
*
7—:7—
:"0' it
:
ANCHOR SCHEDULE & NOTES - LARGE MISSILI
10. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE
ADE
OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT 12/07/11
ion '.'c �: +' �� ++
8400
En
VERSION OF THE REFERENCE DOCUMENTS: THE INFORMATION cavrA6� IN T�wS ORAAWNGC � SOLE PROPERTY OF CUSTOM
'"�i�c4 `t . ®�11 �.• p�e�.`
�i�•+
,+yy
CASEMENT
NBS
FMNWDMA2500(( BIOXWINDOWS), FMA/AAMAIWDMA30OXXTEPJOR)DOORS) wwN� ON OFF CUSTOM�sYSTEMS,�ISPR two
A�
.`
12/5/2011
5/5/2007
OF7
718. OVERALL
118' ANNEALED GLASS
7118' AIRSPACE
5118' LAMINATED GLASS
118' ANNEALED GLASS
.090 DUPONT PVB INTERLAYER 718. OVERALL 7/8' OVERALL
1/8' ANNEALED GLASS 1/8' HEAT STRENGTHENED 1/8' TEMPERED GLASS
3 PURFECT 52 GLAZE'H' 7/18' AIRSPACE 7116' AIRSPACE
SIKAFLEX 5
5116' LAMINATED GLASS 5116' LAMINATED GLASS
pa=S 1/8' HEAT STRENGTHENED 1/8' HEAT STRENGTHENED
.090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER
1/8' HEAT STRENGTHENED 118° HEAT STRENGTHENED
1/8' 3 PURFECT GI Am -H' PURFECT GLAZE'H'
GLASS SIKAFLEX 552 SIKAFLEX 552
SITE
_
0 GLASS 0 112'
SS
SITE SITE
GLASS TYPE C GLASS TYPE D
g FULL SIZE g FULL SIZE
718. OVERALL
1/8' TEMPERED
7116' AIRSPACE
5/18' LAMINATED GLASS
1/8' ANNEALED
.090 DUPONT PVB INTERLAYER
1/8' ANNEALED
PURFEC G'H'
SUllXLEX T 552 LAZE
B UPDATED PER 2010 FBC 1215/2011
LUCAS A. TURNER, FL P.E. 56201 A UPDATE TO FBC CHANGES 03/17/2008
O `g�ora »�ttrq gORIEW
GLASS TYPE B ` VP�.y�GE ^dSF�•'�„ RS
e FULL SIZE v��• No 58201 %.�'P 1900 SW 44TH AVE.
* : # : , OCALA, FLORIDA 34474
-CC= � 11 E GLAZING - LARGE MISSILE IMPACT
��► STATE OF .•1:tt
THE uvFameanow coxrnaPR THIS IWARYAND C IS THE Bo rrmaEarr 2/ 07/11 +j��RN - ®:; S'P ���+� ~+ 8400 ZE
AD E av�cusromwwuow�arsio s,,�mc�is'�rsow rFO +�� +,��,� CASEMENT 1:1 CWS 181
WNDOW SYSTEMS, B 30F7
WINDOW
SIZE
MAX
D.P.
GLASS
TYPE
37 x 63
+/- 67.5
A -B
18
3 �
11
1 15
8
1
49
18 15 INTERIOR
1 6
4 � � 18
llm
IV 5
4 6 EXTERIOR 1 18
1 1 1 3
1 9
EXTERIOR SECTION VIEW B-B
-INTERIOR
13
51 (�
4 43
7 �
46
2 SECTION VIEW C-C
39
ALT FIN FRAME
SECTION VIEW A-A
B I UPDATED PER 2010 FBC 121512011
LUCAS A. TURNER, FL P.E. 56261 A JUPDATE TO FBC CHANGES 03/1712008
TENTS r�NGEAdg 42 l��crra J¢
, , , , , , , ip
44,45,50 ARE USED BUT NO -4 •. No 59201 '.,� 1900 SW 44TH AVE.
HOWN FOR CLARITY. * * OCALA, FLORIDA 34474
A2- ' 9'; STAYS OF �'� SECTION VIEWS & ALT. FRAME - LARGE MISSLE IMPACT
PROPIWARYANDCOrFIDERTIAL 12107/11 ;,��a••.�1 4• •`��' 8400 ` ADE 5/5J2007
�
THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM rirEC�q •.. O R S ae• °�``�` L; . N
WINDOW SYSTEMS- ANY REM DUCOONINP RTORASLy WHOLE WITHOUT rrrr +SfCj A� i���+ CASEMENT L" NTS CWS -161
B 40F7
FF6030A
11 1 F41593
12 GLASS
13 F.3028
14 P-=
15 83113
16 83195
17 F3197
18 FL3217
19 P3228
20 P3281
21 P3342
22 P3429
23
24 83539
25 P Mal
26 P3597
27 P3613
28 83885
29 83752
30 FL3881
31 Pam
32 FL4W3
33 p4004
34 P4005
35 P4008
38 P4007
37 FL4009
38 134WO
39 P 012
40 FL4014
41 P-0O18
42 P -0020
43 P-0021
44 P4024
45 P-4031 -P 4C
46 P4050
47 P IM
48 FL4146
:2 P-4491
50 P-411
51 5-1505
, MOM JB., LEFT
,W/FN
M. TOPRAL
311, BOT. PAL
3E, SEE PAL, HNM
3E, SEE PAL, LOCK
u- SICEWN
u., TOPSIDE
3
85 DIAL, 1/8' X 7/r)
TOUT
PPORTFORPVC
nsaIDv Pvc
Glom PVC
MKRON PVC
KEYMARK ALUM
KEYMAIM ALUM
FRAWLOWE RIBBER
SL&W
EAMPLASTICS REISER
MSM NYLON
ANESBURY RUBBER
OAFA
,CER, DURASEAL, SEE SHEET 3 DUFASEiLL TRUSEAL
,M SEALER SM5504
SCHNEE
TP., .270 X .187 BACK, ULTRA FIN, BLACK SASH
ULTRAFAE
FEET GLAZE 'M , SKAFLEX 552
HENx., SIH
13(4' QUAD PH 194 ZINC; SCREW
9 CLOTH, 18 X 16 FBEZGIASS
PHRR
(1' PH FH TEK 2. SS, SCREW
FASTENAL
3LBL.(LOGO)
3400 GOLD cERT. LABEL, NFRC TAB
'RUG, 12' HOLE
wm
PORARY LBL. (WRCICP)
BBER SS. PVC
IARGIACE;Rum HDWE
ROTC)
12 X 112' PH PH, MS, SS (ROTO HO WE Loog
FASTEVAL
PORT PLATE; LOCK SS, ROTO HDNE (Use w/ pACOS)
K ULVI -PONT. ROTO Hw&, WHRE
ROTO
ROTO
O. OPERATORS (FORLffT/PoGFROPBJCASEVENT)
ROTC)
CK & SLURASSM. ROTO ORR, ROTO FE)WE., (13-)
ROTC)
D BRU.. ROTC) OPEZ, L.K. ROTC) HN&
ROTC)
1. ROTO OPERATOR ROTO HD AS (4.8mm)
ROTC)
DLE, STD, ROTO OPER, ROTO H0WE (WHTIE)
ROTA
OS (— IRGGHT FOR LET OR RIGHT OPEN CASEYEiJ)
ROTO
aORT WASHER ROM OPE; ROTC) Hwm (SS)
RCTO
2 x 3W (died FH W/1110" Lead, MS, SS, ROTO OP., ROTC) Km-E
FASTEJAL
KET, ROTO OPER, RCTTOFIDWE, U16'
HOP
IARS, ROTO FAME 1 -5 LOCItADM, SS (BY CA HGT.)
ROTC)
F. COIL- ALLNIIW 5052 -1-132 (AW X.437). HD
PFE35 N STI
KE, MA.TPONT
mm
314- PH FLAT TEK SS
FASTBJAL
F. COAL- ALUNA8AL15052 -H32 (.082 X.658), HD
PREQSIONSTE
SS
SS
SS
SS
SS
NYLON
ZINC
SS
SS
3S
3
PVC FLANGE H - 6030B
211/32"
D
21IV
8 7 5 9
PVC SASH, CASE. H -6008
1713r
10
19I3r
SCREEN RAIL, SIDE/BTM, H -1592
ALUMINUM 6063 -T6
1
�O 3' �.205
If
SCREW SUPPORT - P -3113
4
�7n6• FI
1/16'
COIL, .05 X.437, P-4050
ALUMINUM 5052 -1-132
21/32"
1118"
9 T
.c!
COIL, .062 X.656, P-4491
ALUMINUM 5052 -1-132
17/32'
17 1 9132'
SCREEN RAIL, TOP /SIDE, H -1593
ALUMINUM 6063 -T6
7132'
z71d2"
—1
PVC GLAZING BEAD - 6064
SAi PH FLAT TE3C, 07 HEi1D, 33 FASTHJHL I 33 aft 'w,.- V- -1 - -q �t�i WDUNIM & DOORS
-. CASE SASH I%ym4RK 1 ALUM LJ Z-4 No 56201 1900 SW 44TH AVE.
BC..7AP Mkwm I PVC 1• 2 OCALA, FLORIDA 34474
CORNER WELD (ALL SIDES)
i _u
ZZ jr EXTRUSIONS & B.O.M. -
PVC FR CASE.. MAIN (FIN) H -8030A +� STATE OF . 4u
PROPM rARYANDCOUFIUMCM 12107/11 +'�0 '.+�< p0:•' to 8400
THE 0WORMATION COWAMO IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM ,,M+ p100DEL: CASEMENT W AWREPRw CMINORASs WITHOUT 1 R gi
i
CORNER WELD (ALL SIDES)
3/4'
1
11118"
SASH REINF. S -1505
ALUMINUM 6063 -T6
ADE "'� 6/5/2007
W .ro
12 CWS -161
B SOFT
I BY WOOD BUCK
BY OTHERS [A] 1 31W MIN. EMBEDMENT
INSTALLATION ANCHOR JDJ
311 S' D1A. MASONRY SCREW. 114' MAX SHIM 114' MAX SHIM
W/ WASHER THRU SCREW
SUPPORT [C] A A [Bl [BI e 2 BY WOOD BUCK
CONCRETE/MASONRY- • A • BY OTHERS [A]
BY OTHERS
• 0' • A ► � MIN. EDGE DIET.
2 MIN EDGE DIST. SEALANT BETWEEN BUCK
ICl r AND OPENING BY OTHERS A-4
D a
. � • • INSTALLATION ANCHOR
d • ' 310 WOOD SCREW Wl
. •. • °. WASHERTHRUSCREW
• 2 /2 MW. EDGE DIST. A d r� e' a SUPPORT [D]
1 114' MIN. EMBEDMENT n w' P . .• s . p . s . ICI
[Cl s • . SEALANT BETWEEN BUCK
d n ° ' ° ° ' ° • °• ° • ' A • A • • • °p • A . ' AND OPENING BY OTHERS
1 BY WOOD BUCK r:611,
•'• �••'• v CONCRETE/MASONRY
EXTERIOR FINISH —�; • • ''' ` SEALANT BEHIND : °o
s . BY OTHERS [A] FLANGE BY INSTALLER BY OTHERS
BY OTHERS 1 114• MIN. EMBEDMENT PERIMETER SEALANT
--{ [C[ BY INSTALLER PERIMETER
PERIMETER SEALANT j BYY INSTALLS �T EXTERIOR FINISH
BY INSTALLER 114• MAX SHIM B EXTERIOR FINISH BY OTHERS
[BI HORIZONTAL SECTION BY OTHERS C HORIZONTAL SECTION
SEALANT BEHIND S FRAME (MASONRY) 8 FRAME (WOOD)
FLANGE BY o
INSTALLER INSTALLATION ANCHOR, OTE: HEAD AND JAMB
3/13• DIA. MASONRY SCREW IMILAR FOR 2BY INSTALLATION.
W/ WASHER THRU SCREW INSTALLATION ANCHOR 3115° DIA. ILL INSTALLATION SAME AS
D SUPPORT [C] MASONRY SCREW w/NEOPRENE HOWN BELOW
BCKED WA THRU SCREW
SUAPPORT [C] SHER
FA SEALANT UNDER SCREW
FLLANGE NGE BEHIND
BY INSTALLER HEAD BY INSTALLER
INSTALLATION ANCHOR 3115' DIA, PERIMETER SEALANT 114' MAX SHIM
MASONRY SCREW W/NEOPRENE BY INSTALLER IBI
D BACKED WASHER THRU SCREW
SUPPORT [C] EXTERIOR FINISH
BY OTHERS D e ' O • 'DDe • e •DDo o
SEALANT BEHIND SEALANT UNDER SCREW ° D • v b D . b D . s
HEAD BY INSTALLER D
FLANGE BY � De • D e % D e D D e e D D
se e 112 MN EMBEDMENT
INSTALLER HIGH STRENGTH STRUCTURAL D D D D ICI
REFERENCE NOTES:
GRO
BY OTHERS [A] SEE NOTE 10, sH71
PERIMETER SEALANT D D . o D . ° • °
BY INSTALLER IBl 19" MAX SHIM a ' ° o D D s D o D ° e (8) SEE NOTE 283, SHT 2
2112° MIN. EDGE DIST. [CJ SEE NOTE 4, SHT 2
EXTERIOR FINISH CONCRETE/MASONRY [D] SEE NOTE 5, SHT 2
SILL STOOL
BY OTHERS BY OTHERS [CI [EI SEE NOTE 5, SHT 2
;' • •
s
+.• • • : • P BY OTHERS
P • • • •° ' : e ., • -�
USE SOLID WOOD SUPPORT D ALTERNATE PRECAST SILL DETAIL
° , p • • �q , P • • ° � P
• • o o . • ° i : • • . • ° • • °•° ° • ♦ °•P •• o TO MAKE SILL LEVEL 5 FRAME [MASONRY) B UPDATED PER 2010 FBC 12/5/2011
p • P: •• P ••
p • P; .• p • P P •P :• P P •P •
BY OTHERS
• • � •
°iP P•
• p • p
o • . • ° • • •
•
L1 /4• MIN. EMBEDMENT
CONCRETE/MASOPIRY
ICI
F.--ZJM
BY OTHERS
MW. EDGE DIST.
ICl
q VERTICAL SECTION
8 FRAME (MASONRY)
PROPWETARYAND CONFFDENTWL 12/0%/11
THE MFORMAnoN CONTAINED IN THIS DRAW WO IS THE SOLE PROPERTY OF CUSTOM
WMM SYSTEMS, BIG ANY REPRODUCRON IN PART OR AS A WHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WNDOW SYSTEMS, UDC. 13 PROHIBITED.
BY OTHERS
SEALANT BEHIND
BY INSTALLER
EXTERIOR FINISH
BY OTHERS
PERIMETER SEAL
BY INSTALLER
WINDOW WRAP -
BY INSTALLER
WINDOW WRAP
BY INSTALLER
PERIMETER SEALANT
BY INSTALLER
SEALANT BEHIND FIN
BY INSTALLER
EXTERIOR FINISH -�
BY OTHERS
SHEATHING
BY OTHERS
MIN EMBEDMENT -
I _ INSTALLATION ANCHOR
#8 WOOD SCREW w/
e, \ WASHER
[E]
—2 BY WOOD BUCK
BY OTHERS [A] 2 BY WOOD BUCK JW
A ] MIN EDGE DI3T
BY OTHERS
[
119_ MIN EDGE DIST
#8 INSTALLATION RREWW W/ OR 114' MAX SHIM
WASHER �IBI
19° MAX SHIM [E]
[B]
l MIN EMBEDMENT i [ I I
EXTERIOR FINISH �
BY OTHERS WINDOW WRAP
BY INSTALLER
114° MAX SHIM
[B] SEALANT BEHIND IN PERIMETER SEALANT
BY INSTALLER BY INSTALLER
—114" MIN EDGE DIST
(El
e 2 BY WOOD BUCK
y a, BY OTHERS [A]
o, w INSTALLATION ANCHOR,
oo;?j• #8 WOOD SCREW w/
o, o•O� WASHER
I�
11/2' MW EMBEDMENT
EEl
E VERTICAL SECTION
T FIN (WOOD) Z
PROPRWARYANCCONVEMML 12/07/11
THE MFORMAnON CONTAWE7 IN THIS DRAMS IS THE SOLE PROPERTY OF CUSTOM
WDOM SYSTEMS, INC. ANY REPRODUCTION N PART OR AS A wHOLE WITHOUT THE
WRITTEN PERMISSION OF CUSTOM WMDOW SYSTEMS, WC. IS PR(*MMD.
eHORIZONTAL SECTION
FIN (WOOD)
REFERENCE NOTES
[AI SEE NOTE 2&S"' SHT 1 I
(S] SEE NOTE , SHT 2
[C] SEE NOTE 4. SHT 2
[0] SEE NOTE 5, SHT 2
[E] SEE NOTE S. SHT 2
Lucas A. Turner, P.E., MBA Evaluation Report 161B
2080 Mauve Terrace
North Port, FL 34286
Ph. 941 - 380 -1574 December 7, 2011
Product Description: Series 8400 PVC Casement Window, Large Missile Impact, DP67.5, 37" x 72"
unit size with HS laminated glass, or 37" x 63" unit size with annealed laminated glass
Manufacturer: Custom Window Systems, Inc. 1900 SW 44`h Ave, Ocala, FL 34474
Statement of Compliance: This report evaluates the above - listed product per the requirements of FAC
Product Approval Rule Chapter 9N -3.005 (4), using 9N -3.005 Method 1 option (d). This product
complies with the requirements of the Florida Building Code including the High Velocity Hurricane
Zone. The product testing standards performed are outlined below.
Technical Documentation:
1) Approval drawing CWS -161B, signed and sealed by Lucas A. Turner, P.E. on 12/7/11.
2) Test Reports NCTL- 210- 3673 -1, -lA, -2,-2A, and NCTL- 210- 3674 -1, -lA, -2,-2A, from
National Certified Testing Laboratories, Orlando, FL signed and sealed by Gerard J. Ferrara, P.E.
a. Testing Performed: TAS 201/202/203 1994, AAMA/WDMA/CSA 101/I.S.2 /A440-
2005, and ASTM E 1886/1996 2002/2005
3) Supplemental Calculations to support CWS -161B, signed and sealed by Lucas A. Turner, P.E. on
12/7/11
Installation: Units must be installed according to approval document CWS -161B.
Limitations of Use: This product:
• May be used in X configuration in sizes up to 36" x 72" unit size, with 1/8" (HS or Temp.)
outboard, -air- 1 /8HS- 090PVB -1 /8HS laminated inboard glass
• May be used in X configuration in sizes up to 36" x 63" unit size, with 1/8" (Ann. or Temp.)
outboard, - air- 1 /8Ann- 090PVB- 1 /8Ann laminated inboard glass
• Requires outer lite in I.G. to be fully tempered when used in HVHZ above 30 ft of grade
• Requires max. glass daylight sizes as shown in CWS -161B
• Achieves design pressures of +/ -67.5 psf
• Is large missile impact resistant and does not require the use of shutters
• May be used in the High Velocity Hurricane Zone
• Requires Dupont PVB Interlayer per Miami -Dade N.O.A. #11- 0624.01
• Requires Mikron rigid PVC frame extrusions per Miami -Dade N.O.A. 11- 0830.09
Certification of Independence: I do not have, nor do I intend to acquire, nor will I acquire, a financial
interest in Custom Window Systems or in any company manufacturing or distributing products for which
this report is being issued. I do not have, nor do I intend to acquire, nor will I acquire, a financial interest
in any other entity involved in the testing or approval process of this product.
Lucas A. Tumor, P.E. 2011 -12 -07 15:10 -05:00
,t1DRElil 11104"
»r r» v„ /
a r No 58201 »: �
Z -P STATE CDP
i
P 7Y 1M
0 R t
zz
12/7/11
Lucas A. Turner, P.E.
FL PE #58201
ITY
MIAWDE I -DADE COUNTY
NTROL SECTION
DEPARTMENT OF PERMIT'T'ING, ENVIRONMENT, AND REGULATOR R1805 26 Street, Room 208
AFFAIRS (PERA) I Florida 33175 2A74
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315 -2599
NOTICE OF ACCEPTANCE (I A) W5 13-23,F3 wwgy miamidade govluera/
Amarr Garage Doors
165 Carriage Court
Winston - Salem, NC 27105
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,
includinu the High Velocity Hurricane Zone.
: Model 950 Heritage & 655 Oak Summit 1000, 2000 Steel Sectional Garage Door up
to 9' -0" Wide I
APPROVAL DOCUMENT: Drawing No. iRC -9509- 189 -21 -I, titled "Model 950 Heritage and Model 655
Oak Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels ", Sheets I through 3 of 3, dated
04/09/2007, with revision C dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by
Thomas L. Shelmerdine, 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: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence,
Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable,
installation instruction drawing reference number, approval number (NOA), the applicable test standards, and
the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side
track, bottom angle, or inner surface of a panel.
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 ofNOA.
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 # 07- 0619.02 and consists of this page I and evidence page E -1, as well
as approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utmra, P.E.
NOA No. 12-0228.01
Expiration Date: September 6, 2017
Approval Date: May 3, 2012
115zol Page 1
Am= Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. IRC- 9589 - 159 -21 4, titled " 4odel 950 Heritage and Model 655 Oak
Summit (24ga) 1000, 2000 Short, Long, Flush and Oak Summit Panels ", Sheets 1
through 3 of 3, dated 04/09/2007, with revision C dated 12/05/2011, prepared by
Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E.
B. TESTS
1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D 1654 & ASTM B 117, prepared by Architectural Testing,
Inc., Test Report # A7424.01- 146 -18, dated 04 /1212011, signed and sealed by Joseph
A. Reed, P.E.
2. Test report on Forced Entry Test per FBC, TAS 202 -94, prepared by American Test
Lab, Inc., Test Report # ATLNC 4912.01 -11, dated 10/13/2011, signed and sealed by
David W. Johnson, P.E. "SubrnhYed under NOA # 12-0228.09"
"Submkied under .VOA # 07- 0619.02"
3. Test report on Large Missile Impact Test per FBC TAS 201 -94, Uniform Static Air
Pressure Test per FBC TAS 202 -94 and Cyclic Wind Pressure Test per FBC TAS 203-
94 for a 9' x 7' Sectional Steel Garage Door, prepared by American Test Lab, Inc.,
Report # ATLNC 0326.41 -07, dated 05/08/2007, signed and sealed by David W.
Johnson, P.E.
4. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by
Hurricane Engineering & Testing Inc., Report # HETI- O7- T+682, dated 04/19/2007,
signed and sealed by Candido F. Font, P.E.
C. CALCULATIONS
1. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed
and sealed by Thomas L. Shelmerdine, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC and no financial interest issued by
Structural Solutions, PA., dated 04/18/2012, signed and sealed by Tomas L.
Shelmerdine, P.E.
)Pool Fzvzelz
Carlos K Utrera, P.E.
Product Control Examiner
NOA No. 12-022&01
Expiration Date: September 6, 2017
Approval Date: May 3, 2012
E -1
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APPROVED LAB SUWW AND PAS) BY THE LIANID'ACNRflL EVERY J
MODEL 888 OAK SUMMIT (24g) 1000. 2000
SHORT. LONG. PLUSH, & OAK SUMMIT PANELS
NONTII$ a T�6 a YEAR, THE MATNFACTURER SHAD. NAa W THIS
9PECR�SA SEIFCIEO
MOM AT m IMENFACNRERT
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UNDER TIES NOTICE OF ACCEPTANCE,
DOM 1fD{fbS L KIII)M PE LK BA
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LT�It7TERI0R tHPACT VIImDY FR�IE, FRAME Ti!
••'64' X 1/2' SCREW - USED TO PASTEN DECIWATIVE PLASTIC MOLDED
COW FRANK III THE AS$EMOLY
.M W MUICKET SPAUM
TRACK COMflOM710H FOR B'S' UP TO 14' TALL DOORS
R NUTS
SECTION D -D IMPACT VDOBIW DETAIL
N.T.S.
' x 3• LA9 SCREWS STARTING 6' FRAM ENDS THEM IB' O.C. Q L/2' ENSMO T)
TI M DOLT 3/B' X 4' STARTING 6' FR THEN 4' Q.C. (2 1 /$' EMBEDMEII
Ha.TI SLEEVE ANCHOR 3/0' X 2 -3/4' START 6' FROM ENDS THEN 16' 0.C. (1 1/4' 1
ITW /RANSET REMMAA�D (TW1 -DOLT) 3/6' X V STARTO H ENDS THEN 24. 0.C, G
ON L4' X 53• TITEN %TARft 6' 0 EZD)S, USE PAIRS OF FASTENERS
(S' APART) AT 8' O.C. 0 L/2' EMBECMENT)
HD.TI 1/4' X 2 ^3/4• KWIK ^CON II+ SCREW STARTING 6' FROM ENDS, USE PAIRS 13F
FASTENERS CV APART) AT 8. O.C. a 1/4' EMBEEf1T)
a x��r��ett����c�e��c���
HO.TI SLEEVE ANCHOR 3/B' X 2 -3/a' STARTDUi 6' FROM ENDS THEN 20' = a 1/41
EMBEDMENT) GIR, USE FASTENERS FOR HOLLaW C-80 BLImo
SLAGS AND BMTS CAN DE COUMTERSIJNX III PROVIDE A FLUSH HOMING SURFACE.
XPREPARATIOM OF VCOD JAMBS BY OTHERS
DIPACT GLAZING FASTENER DETAIL
AVARADLE TRACK CONFICURAIONS /
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--- -__ -__
WOVS= -S& M. HA W= WWAKARR.COR
MODEL 830 REBITAGE 1000, 2000
MODEL 836 OAK SUMMIT {24g} TODD, 2000
SxORT. LONG, PLUSH, & OAK SUMMIT PANELS
al DID BY INI DOE 00,47 1 mm No
DOM BIWS L RtW= PE M Ba (0WS10 I NV 2 W 3
TABLE 1
TABLE 2