RC-14-1363Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-234461 Permit Number: RC -6-14-1363
Scheduled Inspection Date: May 13, 2015
Inspector: Rodriguez, Jorge
Owner: HANSEN, DENNIS
Job Address: 10642 NE 10 Place
Miami Shores, FL 33138 -
Project: <NONE>
Contractor: AMENGUAL ELECTRIC INC
tsuuamg uepartment comments
INTERIOR REMODEL REPLACE CABINETS IN KITCHEN
TILE 2 BATHROOMS FLOORS 14 WINDOWS AND 3
DOORS
Permit Type: Residential Construction
Inspection Type: Final Building
Work Classification: Alteration
Phone Number
Parcel Number
INSPECTOR COMMENTS False
1122320280860
May 12, 2015
For Inspections please call: (305)762-4949
Page 20 of 30
Inspector Comments
Passed
Failed
Correction
Needed ❑
Re -Inspection ❑
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
May 12, 2015
For Inspections please call: (305)762-4949
Page 20 of 30
kO
� 4415
i ore• C_,C�
Miami Shores Village
Building Department JUN 252014
nd Avenue, Miami Shores, Florida 33138.
Tel: (3 ) 7 - 0 : (305) 756-8972
INSPECTION L E PHONE NU BER: (305) 762-4949
?,oh q�� ��� FBC 20P
el
BUILDING Master Permit Ivo. o ]q — 1216 ?
PERMIT APPLICATIO Sub Permit No.
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
F-1 PLUMBING ❑ MECHANICAL 0PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: 401D 44 CTlood Zone: BFE: FFE:
OWNER: Name (Fee
J,ee Simple Titleholder): � 0 4 Phone#: kATS I 1 Z, -L�
11
Address: "1 I)® ^ rf � V 1 t� �t0 4
j
City: V ��,. State: `
� �� � Zip: �� 1
Tenant/Lessee Name: AL ,A, Phone#:
Email:
CONTRACTOR: Company Name: Iq %f '�l C C,_ 3 G ��
Address: _�M 5 r A=
City: /,44 1 71 IA4 / tate: IC -L- Zip: 3 —7 1"
Qualifier Name: 44 4 ^1 ee. cJ Phone#: I? tr Y 1-4 / 0 6 3Car
State Certification or Registration #: d -6C U 0 3 -7 05!Certificate of Competency #:
one#: 171�^ q y/0 636(l -
DESIGNER: Architect/Engineer:
var a of We �1c for' this -Permit• $ I
Type of Work: ❑ Addition ❑:, Alteration
Desertion of Wor�c:r i
Specify color of color thru tile:
City: State: _+Zip:
Square/Lin e�r-,00tage-ofAN k:'
❑ New ! ❑ Repair/Replace,., ❑ Demolition
C o-66 f._.
WN
® �) C,
Submittal Fee $®� . Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $ Training/Education Fee $ Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE $
(Revised02/24/2014)
IK
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
Zi
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement mu a osted at the job site
for the first inspection which occurs seven (7) days after the building permit is iss In the absen of su h posted notice, the
inspection will not be approved and a reinspection fee will be charged.
OWNER or AGENT
The foregoing instrument was acknowledged before me thjs,,-'
(2" dayof qe— 20by
me or who has produced
who is personally known to
�e✓�il 77tt
%Pso as
•MJORGIl AGSSEAU
NOTARY PU C:MY COMMISSION #FF119045
1 ofFop' EXPIRES May 4, 2018
The foregoing instrument was acknowledged before me this
�2- day of 20 , by
who is a ^sonally know
me or who has produced1A0/ as
Sign:_
Print:
Seall I U Seal:
JORGE ROSSEAU
iy COMMISSION #FF'119045
:J,hPIRES May 4, 2018
V
*
APPROVED BY
' Plans Examiner f d Zoning
A61 I KI l� Structural Review Clerk
(Revised02/24/2014)
judgment and knowledge of local/regional wage scales can provide additional guidance to determine
reasonable labor rates for professional trades (i.e. electricians, plumbers, block masons, framing, HVAC).
JUN 2 6 2914
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
ITEMS TO BE INCLUDED
(Please check off each line)
ALL STRUCTURAL ELEMENTS INCLUDING:
[ ] Spread or continuous foundation footings and pilings
(] Monolithic or other types of concrete slabs
[ ] Bearing walls, tie beams and trusses
[ ] Wood or reinforced concrete decking or roofing
[ J Floors and ceilings
[ ] Attached decks and porches
[ ] Interior partition walls
[ ] Exterior wall finishes (e.g., brick, stucco or siding) including painting and decorative moldings
[ ] Windows and doors
[ ] Re -shingling or re -tiling a roof
[ ] Hardware
ALL INTERIOR FINISH ELEMENTS, INCLUDING:
[ ] Tiling, linoleum, stone or carpet over sub -flooring
[ J Bathroom tiling and fixtures
[ ] Wall finishes (e.g., drywall, painting, stucco, plaster, paneling, marble or other decorative
finishes)
Kitchen, utility and bathroom cabinets
[ ] Built-in bookcases, cabinets and furniture
[ ] Hardware
ALL UTILITY AND SERVICE EQUIPMENT, INCLUDING:
[ ] HVAC equipment
[ ] Repair or reconstruction of plumbing and electrical services
(] Light fixtures and ceiling fans
[ ] Security systems
(] Built-in kitchen appliances
[ ] Central vacuum systems
[ ] Water filtration, conditioning or recirculation systems
ALSO:
[ J Labor and other costs associated with demolishing, removing or altering building components
[ J Overhead and profit
ITEMS TO BE EXCLUDED
Plans and specifications
Survey costs
Permit fees
Debris removal, (e.g., removal of debris from building or lot, dumpster rental, transport fees to
landfill and landfill tipping fees), clean-up (e.g., dirt and mud removal, building dry out, etc.)
Items not considered real property such as: throw rugs (carpeting over finished floors), furniture,
refrigerators, appliances which are not built-in, etc.
OUTSIDE IMPROVEMENTS, INCLUDING:
Landscaping Sidewalks
Fences Yard lights
Swimming pools\spa Screened pool enclosures
Sheds Gazebos
Detached structures (incl. garages) Landscape irrigation systems
Docks and Davits Seawalls
Driveways Decks
ITEMS REQUIRED TO EVALUATE YOUR APPLICATION
APPLICANT MUST SUBMIT ALL OF THE FOLLOWING (please check off each item):
1. Completed and signed application for substantial damage/improvement review (included in
this package).
® Elevation certificate if property is located above base flood elevation.
3. Property Owner's Substantial Damage or Substantial Improvement Affidavit signed,
notarized and dated (included in package).
4. Contractor's Substantial Damage or Substantial Improvement Affidavit signed,
notarized and dated (included in package).
5. Estimated Cost of reconstruction/improvement form (included in package) and all required
backup. Include subcontractor's bids and itemized cost lists (see footnote on Cost Estimate
Form).
6. This checklist.
7. Copy of construction contract. If the owner is the contractor, submit all subcontractor bids
to document the cost estimate.
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
APPLICATION FOR SUBSTANTIAL DAMAGE
OR SUBSTANTIAL IMPROVEMENT REVIEW
Property Address:
Property Owner's Name:
DCKtWS k Z0�3
Property Owner's Address:
Property Owner's Phone Number:
4215 Sal VA111
Contractor's Name:
Contractor's
Address: '6%51 1 C , l�tAwl1
Contractor's Phone Number:
I F& (6 2-412 7-0 2 -
Flood Zone AV BFE Lowest Floor Elevation
(Excluding garage or carport)
Check one of the following:
j I am attagh a State Certified Appraiser's report, valuing the structure at:
[ J I am not attaching a State Certified Appraiser's report and I accept the use of the valuation of
my property that has been recorded by the County Property Appraiser's Office.
Property Owner:
Dat
Contractor: WIN ��IF - �p o
U
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
PROPERTY OWNER'S
SUBSTANTIAL DAMAGE OR
SUBSTANTIAL IMPROVEMENT AFFIDAVIT
Property Address:
Contractor's Nam
Property Owner's Name:
PrT wner's Address:
Property Owner's Phone '
Number: 4XIS 't 0
I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or
Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject
structure including all additions, improvements and repairs and, if the work is the result of Substantial
Damage, this work will return the structure at least to the "before damage" condition and bring the
structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any
repairs or perform any work on the subject structure other than what has been included in the attached
list.
I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES,
IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE
REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE
APPROVED BUILDING PLANS.
See attached itemized list.
STATE OF fL10n..'O4
COUNTY OF WI -k 6 D � �
, who, being
a duly wond says that he/she has read, understands, and agrees to comply with all the
afrem n
11
Propy Owner's Sigture
orn to and subscribed before me this Q4 day of 7 201L.
Notary Public State of 'f=AA112�i
My commission expires8. 111110Q)-
MARIA DEL CARMEN MACIEL
Notary Public . 8mte of Rol"
My Comm. EXISIM Aug 11, E017
%�; Commisa1011 I IFF 44373
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
CONTRACTOR'S
SUBSTANTIAL DAMAGE OR
SUBSTANTIAL IMPROVEMENT AFFIDAVIT
Property Address:
Contractor's Name:
Contractor's Company Name:
^ C' r u 1. TPC. 111�
Contractor's
Contractor's Phone Number: c+'%IP
Contractor's State Registration or Certification Number:
C CA C ® ®'i,'�a n
Contractor's We Registration Number (if applicable):
I hereby attest that I, or a member of my staff, personally inspected the subject property and produced
the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a
Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK
TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of
Work, will return the structure to at least its condition prior to damage and bring the structure into
compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed
for the subject building are included in this estimate and that neither I nor any subcontractor or agent
representing me will make any repairs or perform any work on the subject structure other than what has
been included in the attached list.
I UNDERSTAND THAT 1 AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES,
IF ANY INSPECTION OF THE PROPERTY REVEALS THAT 1, OR MY CONTRACTOR, HAVE MADE
REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE
APPROVED BUILDING PLANS.
See attached itemized list.
STATE OF rfofl- r1#
COUNTY OF 1c -
Before me this day personally appeared
duly sworn, depose
and says that hejsl
before me tll s -9- day of
Notary Public S
My commission
who, being
and agrees to comply with all the
2
to of.
Kpire ,... ���JORnE ROSSE.M
MY COMMISSION #FF11900
EXPIRES MaY 4.2019
(407) 398-0153---
Application Cost Estimate of Reconstruction / Improvement
Number r% -6-
Q_% 113 31`13 '
This cost estimate of reconstruction/improvement must be prepared by and signed by the
contractor or by the owner if the owner acts as the contractor. Owners who act as their own
contractors must estimate their labor cost at the current market value for any work they intend to
perform.
Sub -Contractor Bids
Contractor or Owner
Estimates '-4Vi 1 16S -O AM
Bid Amounts (see note "D")
Material Labor Costs
Costs_ �� ��� �r�v , ���Vo
1. Masonry N i P4
2. Carpentry Material (rough) .N
3. Carpentry Labor (rough) ') Lo t -A,
4. Roofing N j A
5. Insulation and Weather-strip I, c� ,
6. Exterior Finish (stucco) 'q ani
7. Doors, Windows & Shutters i / 00t)
8. Lumber Finish
9. Hardware 'Z,_g® sty
10. Drywall Soo �
11. Cabinets (Built-in) QO ev�'
12. Floor Covering --i ovo.v-"
13. Plumbing 2_5 co ^--,
14. Shower/Tub/Toilet &Z exp A-ott
15. Electrical & Light Fixtures 12_00,D., Loo
16. Concrete �J/A
17. Built-in Appliances
18. HVAC ?Y -)O ^-21
19. Paint lzcy'Q� A---,
20. Demolition & Removal
21. Overhead & Profit
i , t
MIAMI SHORES PLANNING AND ZONING BOARD
Planning and Zoning Department Staff Report
Hearing Date
September 18, 2014
1 Meeting Time 7:00 P.M.
File Number
PZ -8-14-2014119
1 Folio Number 1 11-2232-028-0860
Owner
Dennis Hansen, 10642 NE 10 PL Miami Shores, FL 33138-2104
Applicant
Same
Agent
Susanne Bak Mortensen, 608 W Dilido Drive, Miami Beach, FL 33139
Property Address
10642 NE 10th Place
Legal Description
MIAMI SHORES ESTATES
PB 47-58
LOT 15 BLK 5
LOT SIZE 75.000 X 130
OR 18249-1101 0898 1
Assessor's Building
Value
$194,739
Property Sq. Ft.
9,750 1 Building S4—.Ft. 2,819 Flood Zone AE8
Zoning
R17.5
Future Land Use
Desi nation
Single Family Residential
Existing Use
One -family dwelling
Comprehensive Plan
Consistency
Yes
Existing
Structure
1 -story; 4 bed/3 bath
Year Built
1952
Subject
Pursuant to Articles IV, V and VI of Appendix A Zoning, Sec. 400 Schedule of Regulations and
Sec. 600. Site plan review and approval re uired. Garage conversion.
Action Required
Approve, Approve with
Conditions, or Deny the
Application
Other Required
Approvals
Village Building Permits
Staff Report
David A. Dacquisto, Director,
Planning and Zoning
Report Date
October 25, 2014
Backaround
The applicant is the new property owner and is proposing to legalize a previously converted garage.
The garage was converted by a former owner. No building permits are on file. The proposal would
legalize a 154 sq. ft. utility room and a 110 sq. ft. kitchen expansion. The garage door has been
removed and blocked in. An existing door to the side yard will remain.
The property is located on an interior plot.
The garage is at the rear of the residence and was previously accessible from the alley.
The applicant is proposing to construct a parking pad at the rear of the residence to provide parking for
2 vehicles
Analysis
The proposed parking pad is shown as gravel. All parking areas must be hard surfaced and meet all
other code requirements.
The applicant is to create a landscape strip of not less than 5 ft. in width between the residence and
parking pad.
The conversion is compatible with the residence and will blend with the existing architecture.
T 4 1
The design is compatible with the neighborhood and community.
The proposal is consistent with the technical provisions of the Zoning Code except as noted
Recommendation
In acting on a site plan, the Planning Board must make a finding that the proposed improvements
comply with the regulations and are harmonious with the community, as required in Articles IV, V and
VI of Appendix A Zoning, Sec. 400 and Sec. 600, of the Code of Ordinances, and, in that regard, may
add further conditions or delete or modify staff recommended conditions, deny the application, or
continue the item for future consideration.
Planning and Zoning staff recommends APPROVAL of the site plan to convert a garage to a 154 sq. ft.
utility room and a 110 sq. ft. kitchen expansion, based on the foregoing analysis with a finding that it is
consistent with the technical provisions of the Code subject to the following conditions.
Should the board find that the applicant merits approval, staff recommends that the following conditions
apply:
1) Approval is granted as shown on the plans submitted and made a part of this approval to
convert a garage to a 154 sq. ft. utility room and a 110 sq. ft. kitchen expansion.
2) Applicant to provide two (2) legal parking spaces on site.
3) The applicant to create a landscape strip of not less than 5 ft. in width between the
residence and driveway.
4) Applicant to obtain all required building permits for work already begun or completed.
5) Applicant to obtain all required building permits before beginning work.
6) Applicant to obtain all required permits and approvals from the Miami -Dade Department of
Regulatory and Economic Resources, Environmental Plan Review Division (DRER, EPRD)
and the Miami -Dade Department of Health (DOH/HRS) as required.
7) Applicant to meet all applicable code provisions at the time of permitting.
8) Applicant to complete a covenant in the form of a "Declaration of Use" assuring the property
is used only for a single family purpose, record the covenant with the Miami -Dade County
Recorder and provide the planning director with a copy of the recorded document prior to
the final inspection by the Building Official.
9) This zoning permit will lapse and become invalid unless the work for which it was approved
is started within one (1) year of the signing of the development order by the board chair, or if
the work authorized by it is suspended or abandoned for a period of at least one (1) year.
Page 2 of 2
PZ -8-14-2014119 Hansen.docx
Pavel Gonzalez, P.E.
License No: 69758 3284 W 77 Place
Ph:(305) 362 6871 Hialeah, FL 33018
January 6, 2015
Village of Miami Shores
Building Department
10050 NE 2 Ave
Miami Shores Village FL 33138
Attention: Building Inspector
Reference: Garage Enclosure, Remodeling and Windows Permit
10642 NE 10 Place
Miami Shores, FL
Permit No. RC -6-14-1363
Dear Sir,
I, Pavel Gonzalez P.E., as the structural engineer of records and after reviewing
the existing conditions, herby indicate that it is acceptable to use a 2x4 wood buck
on top of the doors in lieu of 1x4. The length of the fasteners shall be coordinated
to assure the minimum embedment required in the product approvals (NOA)
Should you have any questions, please give us a call.
Respectfully,
Pavel Gonzalez, P.E.
Lie No. 69758
Miami Shores Village
10050 N.E. 2nd Avenue
Miami Shores, FL 33136-0000
Phone: (305)795-2204 Fax: (305)756-8972
Permit NO. C-6-14-1363
�
Permit Type: Residential construction
I I
Work Classihaadon. Alteration
Issue Date: 11/19/2014/1 12015
Expires:
INSPECTION REQUESTS: (305)762-4949 or Log on at haps://bldg.miamishoresvillage.com/cap
REQUESTS ARE ACCEPTED DURING 8:30AM - 3:30PM FOR THE FOLLOWING BUSINESS DAY.
Requests must be received by 3 pm for following day inspections.
Residential Construction Parcel #:1122320280860
Owner's Name: DENNIS HANSEN Owner's Phone:
Job Address: 10642 NE 10 Place Total Square Feet: 2900
Miami Shores FL 33138- Total Job Valuation: $ 30,000.00
Bond Number:
WORK IS ALLOWED MONDAY THROUGH
SATURDAY,
NO WORK IS ALLOWED ON SUNDAY
Contractor(s) Phone Primary Contractor
AMENGUAL ELECTRIC INC Yes
1:30A1V1 - 6.00PM.
OR HOLIDAYS.
BUILDING INSPECTIONS ARE DONE MONDAY
THROUGH THURSDAY. ROOFING INSPECTIONS ARE
DONE MONDAY THROUGH FRIDAY. NO BUILDING
INSPECTIONS DONE ON FRIDAY.
NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED. PLANS ARE READLY AVAILABLE. IT IS
THE PERMIT APPLICANTS RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND EXPOSED FOR INSPECTION PURPOSES. NEITHER
THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO
YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND
POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO
OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE,
COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.
S�sc� r,�.
/'
INSPECTION RECORD
INSPECTION DATE WNSP
Zoning Final
ZONING COMMENTS
ELECTRICAL
INSPECTION oaTE INSP
M,
Miami Shores Village
Building Department a. 'also
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204 ltJR1D
Fax: (305) 756.8972
Page 1 of 1
Permit No: f C /G —15g3--
Structural
f363--Structural Critique Sheet
°Y®
STOPPED REVIEW
Plan review is not complete, when all items above are corrected, we will do a complete plan review.
If any sheets are voided, remove them from the plans and replace with new revised sheets and include one
set of voided sheets in the re -submittal drawings.
Mehdi Asraf
u
STRUCTURAL CALCULA
PROJECT: REPLACE WINDOWS AND DOORS,
INTERIOR REPAIR
ADDRESS: 10642 NE 10 PLACE
MIAMI SHORES, FL
DESCRIPTION I PAGES
Calculations 1-15
ENGINEER: PAVEL GONZALEZ P.E.
LIC. No. 69758
ADDRESS: 3284 W 77 PL
HIALEAH, FL, 33018
PH: 305 362 6871
GOld2AAt`�i,
No 9
• r
s • �
r • Iy.
s • ar. r
AT
O N A
1111111
WIND LOADING /ANALYSIS'- Roof. Components and Cladding
Per AgCt :7-10 Code for Bldgs. dfAny Height with Gable.Roof 6 <= 46° or Mono slope Roof 0 <m 30
-Analytical Procedure Cha ter 30
Job Name: 110642 NE 10 PL Subiect: IRoof Uplift
Wind Speed, V = 175Jmph end Map, Figure 26.5-1A,B,C)
Resultinc Parameters and Coefficients:
Roof Angle, 0 = 13.59 deg.
Mean Roof Ht., h = 12.50 ft. (h = (hr+he)/2, for roof angle >10 deg.)
Roof External Pressure Coefficients, GCp: (Sec 30.4.2 or 30.6.2)
Goes
Bldg. Classification =
Exposure Category =
Ridge Height, hr =
Eave Height, he =
Building Width =
Building Length =
Roof Type =
Topo. Factor, Kzt =
Direct. Factor, Kd =0.85
Enclosed? (Y/N)
Component Name =
Effective Area, As =
Overhangs? (Y/N)
11
(Table 1.5-1)
(Sect. 26.7.3)
ft. (hr >= he)
ft. (he <= hr)
ft. (Normal to Building Ridge)
ft. (Parallel to Building Ridge)
(Gable or Monoslope)
(Sect. 26.8 & Figure 26.8-1)
(Table 26.6-1)
(Sect. 26.2)
(Purlin, Joist, Decking, or Fastener)
ft."2 (Area Tributary to C&C)
(if used, overhangs on all sides)
C
14.50
10.50
33.10
49.00
Gable
1.00
o
- Y
Decking
10
Y R
Resultinc Parameters and Coefficients:
Roof Angle, 0 = 13.59 deg.
Mean Roof Ht., h = 12.50 ft. (h = (hr+he)/2, for roof angle >10 deg.)
Roof External Pressure Coefficients, GCp: (Sec 30.4.2 or 30.6.2)
Goes
.. plan ... e
elevation
GCp Zone 1-3 Pos. = 0.50
GCp Zone 1 Neg. = -0.90
GCp Zone 2 Neg. = -2.20
GCp Zone 3 Neg. = -3.70
Positive & Negative Intemal Pressure Coefficients, GCpi (Table 26.11-1):
+GCpi Coef. = 0.18(positive internal pressure)
1
-GCpi Coef. _ -0.18 (negative internal pressure)
If z <=15 then: Kz = 2.01*(15/z )^(2/a) , If z > 15 then: Kz = 2.01*(z/zg)^(2/a) (Table_6-3, Case. 1a)
a =F 9.50
zg =1 900 (Table 6-2)
Kh =1 0.85 (Kh = Kz evaluated at z = h)
Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd*V^2 (Sect. 30.3.1, Eq. 30.3-1)
qh = 56.57 psf qh = 0.00256*Kh*Kzt*Kd*V"2 (qz evaluated at z = h)
Design Net External Wind Pressures (Sec. 30.4.2 and 30.6.2): WIND PRES. FOR ROOFING
For h <= 60 ft.: p= qh*((GCp) - (+/-GCpi)) (psf) Zone 1-3 Pos =ghxGCP= 26
The
For h > 60 It.: p = q*(GCp) - qi*(+/-GCpi) (psf) Zone 1 Neg =ghxGCP= -50.91
where: q = qh for roof Zone 2 Neg =ghxGCP= -124.45
qi = qh for roof (conserv. assumed) Zone 3 Neg = hxGCP= -209.31
1 of 3I 7/31/2014 5:10 PM
1 of 15 l
•eo
'oe s
e .
o
.Geeso
a Ge
o
00 0
0 G
. e
0
00000
G OL
.. plan ... e
elevation
GCp Zone 1-3 Pos. = 0.50
GCp Zone 1 Neg. = -0.90
GCp Zone 2 Neg. = -2.20
GCp Zone 3 Neg. = -3.70
Positive & Negative Intemal Pressure Coefficients, GCpi (Table 26.11-1):
+GCpi Coef. = 0.18(positive internal pressure)
1
-GCpi Coef. _ -0.18 (negative internal pressure)
If z <=15 then: Kz = 2.01*(15/z )^(2/a) , If z > 15 then: Kz = 2.01*(z/zg)^(2/a) (Table_6-3, Case. 1a)
a =F 9.50
zg =1 900 (Table 6-2)
Kh =1 0.85 (Kh = Kz evaluated at z = h)
Velocity Pressure: qz = 0.00256*Kz*Kzt*Kd*V^2 (Sect. 30.3.1, Eq. 30.3-1)
qh = 56.57 psf qh = 0.00256*Kh*Kzt*Kd*V"2 (qz evaluated at z = h)
Design Net External Wind Pressures (Sec. 30.4.2 and 30.6.2): WIND PRES. FOR ROOFING
For h <= 60 ft.: p= qh*((GCp) - (+/-GCpi)) (psf) Zone 1-3 Pos =ghxGCP= 26
The
For h > 60 It.: p = q*(GCp) - qi*(+/-GCpi) (psf) Zone 1 Neg =ghxGCP= -50.91
where: q = qh for roof Zone 2 Neg =ghxGCP= -124.45
qi = qh for roof (conserv. assumed) Zone 3 Neg = hxGCP= -209.31
1 of 3I 7/31/2014 5:10 PM
1 of 15 l
•
0000••
0000••
0000•
• •
0000•
0000••
•
•
•
•0000•
000.0•
Wind:Load Tabula Uon for Roof Com nems &.Claddiln
Component
z
ft. ,...
Kh
qh.
s
.;= Net Desi n
Pressures
done 1,2 3 +
Zane 1.
Zone 2,;
Decking ._
for = hr.
we
0000
0
_0.85_
5_6.57
38.4_7
-61.10
-134.64
-219.49
14.50
0.85
56.57
W
38:47
-61.10
-134.64
-219.49
For z.;T h:
F 10.50
0.85
38.47~-61.10
-134.64
-219.49
12.50
0.85
_5_6.57
56.57 '_.
38.47
-61.10
-134.64
-219.49
Notes: 1. (+) and (-) signs signify wind pressures actin toward & away from respective surfaces.
2. Width of Zone 2 (edge), 'a' = 3.31 ft.
3. Width of Zone 3 (comer), 'a' _ 3.31 w ' ft.
4. If a parapet >= 3' in height is provided around perimeter of roof with 0 <= 10 degrees,
Zone 3 shall be treated as Zone 2.
5. Per Code Section 30.2.2, the minimum wind load for C&C shall not be less than 16 psf.
6. References : a. ASCE 7-10, "Minimum Design Loads for Buildings and Other Structures".
2of3
2of15
7/31/2014 5:10 PM
' Project: 10& f 2 A1,6;• /d PG •
Designer: Checked: Date: 7.0 /.
61A41,&7'- -- 9/09; '.a.fee
-a, Vii=.r`a X a. t� }� x /, x'55
Z- `0-Y,
L /,r%o • 1. �
-AD? (iii • %' ••
•
f 0000 •
69.69. .• •
so so
669609
.147
ee-
• • •
•• • 0000
f 0000
�;�; . /., u[y,,� q �Y�ur'��•-•per"
it
3of15
0000.
0000.
0000•
•
0000
0000
0000•
0000•
•
0000•
••000
••••••
0000•
00.00
••
0.000•
0.000•
Title:
Dsgnr.
Description:
Scope:
Steel Beam Design
Job # r
Date: 11:55PM, 31 JUL 14
fllllll�t
• ft n1. • •
0.00 ft LL t£ ST Act Together
j ••
••
ght ant
0.00 ft
Cu ; 04brace4tflath •
1.33 ft
Tra idal LOa
Notel Short Term Loads Are WIND Loads.
OtI• DL @ Left • 0.500
LL @ Left
0.410 ST @ Left
k/ft Start ft
•
DL @ Rl%tfi • :0.200
LL @ Right
ST @ Rlghi
k1ft End ft
SUA&Wry
Beam OK
Static Load Case Governs Stress
Using: C8X11.5 section, Span = 11.00ft, Fy = 36.Oksi
End Fixity = Pinned -Pinned, Lu = 1.331t, LDF = 1.000
Actual
Allowable
Moment
8.659 k -ft
16.117 k -ft
Max. Deflection -0.198 in
fb : Bending Stress
12.765 ksi
23.760 ksi
Length/DL Dell 1,044.6:1
fb f Fb
0.537:1
Length/(DL+LL Defl) 666.3 :1
Shear
3.766 k
25.344 k
fv : Shear Stress
2.140 ksi
14.400 ksi
_
fv / Fv
0.149 :1
Force & Stress Summary
<<- These columns are Dead + Live Load placed as noted ->>
DL
LL LL+ST
LL LL+ST
Maximum
Only
0 Center !A Center
0 Cents A Cants
Max. M + 8.66 k -ft
5.49
8.66
k -ft
Max. M -
k -ft
Max. M @ Left
k -ft
Max. M @ Right
k -ft
Shear @ Left 3.77 k
2.26
3.77
k
Shear @ Right 2.46 k
1.71
2.46
k
Center Defl.-0.198In
-0.126
-0.198 -0.198
0.000 0.000 in
Left Cant Defl 0.000 in
0.000
0.000 0.000
0.000 0.000 in
Right Cant Deft 0.000 in
0.000
0.000 0.000
0.000 0.000 in
...Query Deft @ 0.000 ft
0.000
0.000 0.000
0.000 0.000 in
Reaction @ Left 3.77
2.26
3.77 3.77
k
Reaction @ Rt 2.46
1.71
2.46 2.46
k
Fa calc'd per Eq. E2-1, K*Ur < Cc
Beam Passes Table 85.1, Fb per Eq. F1-1, Fb = 0.66 Fy
Section Properties C8X11.5
Depth 8.000 In
Weight
11.45 #/ft
Web Thick 0.220 in
Ixx
32.500 ln4
Width 2.260 in
lyy
1,310 in4
Flange Thick 0.390 to
Sxx
8.140 in3
Area 3.37 int
Syy
0.775 in3
Xcg Dist. 0.572 In
R-xx
3.110 in
Values for LRFD Design....
R-yy
0.623 in
J 0.130 in4
Zx
9.630 in3
Cw 16.50ln6
Zy
1.570 in3
K
0.938 in
4of15
Description
Sketch $ Di;
C8X11.5WL+
Title :
Dsgnr:
Description
Scope:
Steel Beam Design
---; I t'► ♦iii "Ta4;Tt;ITP IT;,T i 0.2wn
•
6 lift I
MMax > 8.7k -ft
Dmax =-0.Iftn
Rmax = 3.788k Rmax = 2.485k
Vmmc @ left = 3.788k Vmax ® A = 2.43.
5of15
Job 9
Date: 11:55PM, 31 JUL 14
Page 2
Title : Job #
Dsgnr. Dane: 11:58PM, 31 JUL 14
Description
Scope:
Steel Beam Design Page 1
Force & Stress Summary
Description C 8 X 11.5 (UPLIFT)
•
' .
• •
General InfprmatEoA � � •
«_ These columns are Dead + Live Load placed as noted ->>
Code Ref. AISC 9th ASD, 1997 UBC, 2003 IBC,,' NFPA 5000
-
0600"
:00
Stddi Sectibh. esX11.5
LL+ST
LL
Fy 36.00ksi
•
• . •....
Pinned -Pinned
Load Duration Factor 1.00
06 66;
GenWr.Span • • • •
11.00 ft Bm Wt.
Added to Loads
Elastic Modulus 29,000.Oksi
•
• �11? t. • 000
00
0.00 ft LL & ST Act Together
• •
gM an
0.00 ft
06 06'
. Cu ; Off braced:AAr •
1.33 It
Max. M @ Left
'.
TrapezQidai Loa
Note! Short Term Loads Are WIND Loads:
Max. M @ Right
•
k -ft
• :00 • •
.A. O .. a @ Lei •
LL @ Left
ST @ Left
-1.000 k/ft Start ft
;....;
[1L @ RIV • ;
LL @ Right
ST @ Rlghl
-0.100 k/ft End 11.000 ft
•
2.14
k
Center Defl.
0.188 in
Sutry
0.000
0.188
Beam OK
0.000 in
Left Cant Defl
0.000 in
0.000
0.000
0.000
Short Term Load Case Governs Stress
0.000 in
Right Cant Defl
0.000 in
Using: 08X11.5 section, Span=11.00ft, Fy = 36.Oksi
0.000
0.000
0.000
0.000 in
...Query Dail @
End Fixity = Pinned -Pinned, Lu=1.33ft,
LDF = 1.OW
0.000
0.000
0.000
0.000 in
Reaction @ Left
-3.79
Actual
Allowable
-3.79
k
Reaction @ Rt
Moment
8.298 k -ft
16.117 k -ft
Max. Deflection 0.188 in
k
Fa calc'd per Eq. E24, K!Ur < Cc
fb : Bending Stress
12.233 ksi
23.760 ksi
Length/DL Defl 32,993.4:1
I Beam Passes Table B5.1 Fb per Eq. F14. Fb = 0.66 Fy
fb / Fb
0.516 : 1
Length/(DL+LL Defl) 700.4:1
C8X11.5
Shear
3.787 k
25.344 k
ONOMMUMMON
Depth
8.000 in
Weight
fv : Shear Stress
2.152 ksi
14.400 ksl
Web Thick
_
Ixx
fv / vv
0.149 :1
Width
2.260 in
Force & Stress Summary
«_ These columns are Dead + Live Load placed as noted ->>
DL
LL
LL+ST
LL
LL+ST
Maximum
Only
Center
(cit Center
Ob Gants
0. Cants
Max. M +
8.30 k -ft
0.17
k -ft
Max. M -
-8.30
k -ft
Max. M @ Left
k -ft
Max. M @ Right
k -ft
Shear @ Left
3.79 k
0.06
3.79
k
Shear @ Right
2.14 k
0.06
2.14
k
Center Defl.
0.188 in
-0.004
0.000
0.188
0.000
0.000 in
Left Cant Defl
0.000 in
0.000
0.000
0.000
0.000
0.000 in
Right Cant Defl
0.000 in
0.000
0.000
0.000
0.000
0.000 in
...Query Dail @
0.000 ft
0.000
0.000
0.000
0.000
0.000 in
Reaction @ Left
-3.79
0.06
-3.79
k
Reaction @ Rt
-2.14
0.06
-2.14
k
Fa calc'd per Eq. E24, K!Ur < Cc
I Beam Passes Table B5.1 Fb per Eq. F14. Fb = 0.66 Fy
Section Properties
C8X11.5
ONOMMUMMON
Depth
8.000 in
Weight
11.45 #/ft
Web Thick
0.220 in
Ixx
32.500 in4
Width
2.260 in
lyy
1.310 in4
Flange Thick
0.390 in
Sxx
8.140 in3
Area
3.37 int
Syy
0.775 in3
`
Xcg Dist.
0.572 In
R-xx
3.110 in
Values for LRFD Design....
R-yy
0.623 in
J
0.130 in4
Zx
9.630 in3
Cw
16.50 in6
Zy
1.570 in3
-
K
0.938 In
6of15
Description
Sketch & Dh
C 8 X 11.5 (UPLIFT)
Title:
Dsgnr.
Description,
Scope:
Steel Beam Design
-1wa -0.11da
��.�'.�Ltttttttttttttttttttrtt
lift
Mmex - 8.3k-9
Dmax - 0.1881n
Rmax e -3.787k Pam a -2137k
Vmax @ leo - 3.787k Vmax @ d - 2.1
Job #
Date: 11:58PM, 31 JUL 14
Page 2
c.Oa emcawadons
• • •
7of15
www.hlitl.tm
Company:
Specifier.
Address:
Phone I Fax:
E -Mail: , •
0.000
• a specw;•
• r�'s c$mment$c • • •
• •
0000•• 0000 0000••
•
• • • 0000••
• • •: 1 Input data ....
• • • • •
.'0:00 Anchor�type and di.;dUr* •
0000• • •• 0000••
Effecthre emibedment depth+
0000•• •• • • ••
•Material:
• • .0000•
*:a*** Evaluation Seorice Report
0000••
:0.: Issued I Valid:• • 0 • i
• • Proof? • • • • • •
•
0000
Stand-off instagation:
Anchor plate:
Profile:
Base material:
Reinforcement:
Seismic loads (cat. C, D, E, or F)
Geometry on.] $ Loading Pb, InJb]
Profis Anchor 2.3.0
Page: 1
Project: 10642NE 10 PL
Sub -Project i Pos. No.: MIAMI SHORES
Date: 7/31/2014
ry�^mcr�w,.9t, .�rumme� ti����8i f��p
Kwik Bolt TZ - CS 618 (4)
h., = 4.000 in., hn. - 4.438 in.
Carbon Steel
ESR 1917
5/1/2011 j 5/1/2013
design method ACI 318 / AC193
ee = 0.000 in. (no stand-off); t = 0.375 in.
IX x ly x t = 8,000 in, x 8.000 In. x 0.375 In.; (Recommended plate thickness: not calculated)
S shape (AISC); (L x W x T x FT) = 3.000 In. x 2.330 In. x 0.170 in. x 0.260 in.
cracked concrete, 2500, f�= 2500 psi; h = 8.000 in.
tension: condition B, shear: condillon B; no supplemental splitting reinforcement present
edge reinforcement: none or c No. 4 bar
no
Z
0.t
0
, M
Input date and rmdb must be dtecked fir egreemerdwlth the wda" condi m and for pleusi 11W
PROFIS Andwr (c) ZX&2a1U,9 Kid AO, Ft: 8494 Schaan NUB Is a reWdared Trademak of MU A0, ScImn
8of15
.x�
i
www.bN.us Profis Anchor 2.3.0
Company: Page: 2
Spedfler. Project: 10642NE 10 PL
Address: Sub -Project I Pos. No.: MIAMI SHORES .
Phone I Fax: Date: 7/31/2014
E -Mail:
9999
2 Load case/Resulting anchor forces
Load case: Design loads
Anchor reactions )abl
Tension ford: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1800 1900 0
2 0 1800 1800 0
max. concrete compressive strain: - j%o)
max. concrete compressive stress: - [psi]
resulting tension force in (x/y)=(0.000/0.000): 0 [Ib]
resulting compression force in (xty)=(0.00010.000): 0 [lb)
3 Tension load
Load N. pb] CapacKY On {Ib] Utilization gn = N„a►�N„ status
steel A WA A
Pullout Strength' WA WA N/A WA
Concrete Breakout Strength" WA N/A WA WA
anchor having the highest loading "anchor group (anchors in tension)
Input data and remb must be checked for agreement with the Mating conditlams and for plauslbliitrl
PROFIS Andtor (c) 2003.2009 HIIO AG. FL -8494 Sdumn trilfi is a registered Tmdonark of Hilfl AG. Schaan
9999••
9999••
9999••
9999•
9999•
9999••
•
•
•
9•••••
9999••
9999 •
9999
9999 2
•
9999
• ••
90.60•
•• •
9999••
•• •
9999
01
9999
Load N. pb] CapacKY On {Ib] Utilization gn = N„a►�N„ status
steel A WA A
Pullout Strength' WA WA N/A WA
Concrete Breakout Strength" WA N/A WA WA
anchor having the highest loading "anchor group (anchors in tension)
Input data and remb must be checked for agreement with the Mating conditlams and for plauslbliitrl
PROFIS Andtor (c) 2003.2009 HIIO AG. FL -8494 Sdumn trilfi is a registered Tmdonark of Hilfl AG. Schaan
9999••
9999••
9999••
9999•
9999•
9999••
•
•
•
9•••••
9999••
www.hitti.us Profis Anchor 2.3.0
Company:
Page:
3
Specifier:
Project:
10642NE 10 PL
Address:
Sub -Project I Pos. No.:
MIAMI SHORES
Phone I Fax:
Date:
7/31/2014
E -Mail: • • • •
Steel f911urplt9ith levet>> "** NIA
N/A
•�••••
• • • • • •
4ShWe* load ;•••••
• • • • • • • • • • Load V„a 0b]
Capacity Va Iib]
Utilization = V,etl Va Status
• •
eel Strength• • • • . • . 19
52
3
ANO -9h er
ACI 318-08 Eq. (D-8)
• •
Steel f911urplt9ith levet>> "** NIA
N/A
NIA NIA
960:**
•
Pryout ttengb— • • • • 3800
13487
29 OK
3 het
Concrrete edge failure Zrt dIredion x-- 3800
5133
75 OK
••••••
•• • •• ••
ACI 318-08 Eq. (D-11)
• •
* anchor saving the hiq►g%t joa$ing "anchor group (relevant anchors)
ACI 318-08 Eq. (D-13)
•`••••
4.1 St lj"Dgth. • •
ACI 318-08 Eq. (D-7)
• • • • :
V. - ESR value • • • re4r to ICC -ES ESR 1917
• •
0 V.•I*kv. • ACI 318-08 Eq. (D-2)
eez,N [in.]
c.,ade M•I
2 4.000
0.000
0.000
6.250
ce, M•]
Variables
a.
( [PSI]
n Asey final feta [P•SO
1 0.16 106000
Calculations
V. Pbl
01
Results
_ V. Pbl 1 Vse [lb) Vu. Pbl
8091 0. 5259 19
4.2 Pryout Strength
V.. = kep [lW yrec.N tiltedN tPaN 14CM Nb] ACI 318-08 Eq. (D-31)
0 Vem t VU.
ACI 318-08 Eq. (D-2)
ANc see ACI 318-08, Part D.52.1, Fig.
RD.5.2.1(b)
ANO -9h er
ACI 318-08 Eq. (D-8)
1
greo.N - (1 2 S1.0
ACI 318-08 Eq. (D-9)
3 het
1PedN = 0.7 + 0.3 \ 5h ) S 1.0
ACI 318-08 Eq. (D-11)
51.0
y) cp,N - MAX( C , 1 Gael
ACI 318-08 Eq. (D-13)
Nb = kc X No hej
ACI 318-08 Eq. (D-7)
Variables
kcn her MJ
e.1,N MJ
eez,N [in.]
c.,ade M•I
2 4.000
0.000
0.000
6.250
ce, M•]
kc
a.
( [PSI]
Mrc,N
GM 6.7W
17.1
2
Calculations
Z�
AN. M• J ANQ pn )
ec1
l ec2,N
nn
fed N L ,N Nb `'b]
204.0 44.00
1.
0 1.000 0800
Results
V --'b, - �ecra _
d Vc. pb]
Vaa Pbl
19217 0.700
3487
38
Input data and 0"Is must be checked for agreement with the existing condition and for plausibility!
PROMS Anchor ( c ) 2003-2009 Hit AG, FL -9494 Schaan HHU Ise registered Trademark of KIM Am Schaan
10 of 15
www.htltLus
Profis Anchor 2.3.0
- Company:
Page;
4
Specifier.
Project:
10642NE 10 PL
Address:
Sub -Project I Pos. No.:
MIAMI SHORES
Phone I Fax:
Date:
7/3112014
E -Mall:
••••
4.3 Concrete edge failure In direction x+
•
;
00•s:0
Aveso
detg - Vb
ACI 318-08 Eq.
060::
•
• 0.0
• • • • • •
Avco Wec,v IFed.V yrc,v Mth.V VrparsOel,V
� Vag a V.
(D-22)
ACI 318-08 Eq. (0-2)
009:96
000000 0
:0000:
- Avo see ACI 318-08, Part D.6.2.1, Fig. RD.6.2.1(b)
• • •
• •
Avco = 4.5
ACI 318-08 Eq. (D-23)
000000
0000 0 • • •
• 0000
1
•0.00• •• •
0 0
00.00'
ACI 318-08 Eq. (D-26)
•00••0 s 000
••s••0
t�S1.0
•
�pedv=0.7+0.3(11.2 �r)51.0
ACI 318-08 Eq. (D-28)
0.000+ •
• • • i•••0
•
••+•:•
= 1.5cat t 1.0
• • •
• •
• •
• • • • • •
tpn v ha
ACI 318-08 Eq. (D 29)
•
• 0
Vb = (7 (a)o.z -,rd-.) x -Ff. ce-
ACI 318-08 Eq. (D-24)
•• • s••0
•
• • • 0
Variables
cat on.] cat [m•]
eov [in.]�rGv
ha [in.]
62 -
1.0
8.000
le M.1 R
da In ]
fe [W
caval v
4.000 1
0.625
2
.0
CalculatiorynnsZ,
ryn 2�
Av. lin• 1 Avco [In• J
ec,V
ed.V
�rttG..
lliyV Vb t")]
00175.78
1.00.
1.
1.083 6267
Results
Vw9 [b1 �aerrcrete
Vwm [Ib]
Vue [lb]
7333 0.700
5133
3800
5 Warnings
• To avoid failure of the angor plate the required thickness can be calculated in PROMS Anchor. Load n3 -distributions on the anchors due to
elastic deformations of the anchor plate are not considered. The anchor plate is assumed to be sufficlently stiff, In order not to bedeformed when
subjected to the loading!
• Condition A applies when supplementary reinforcement is used. The m factor is Increased for non -steel Design Strengths except Pullout Strength
and Pryout strength. Condition B applies when supplementary reinforcement is not used and for Pullout Strength and Pryout Strength. Refer to
ACI 318, Part DAA(c).
• Refer to the manufacturer's product literature for cleaning and Installation instructions.
• Checking the transfer of loads Into the base material and the shear resistance are required In accordance with ACI318 or the relevant standard!
Fastening meets the design criteria!
Input data and msWts must be cheaed for agreement with rhe wwfing condfans and for plauslbftl
PROFIS Anchor (c) 2003-2M9 H1g AG, FL -9494 Schaan M is a registered Trademark cf H119 AG, Schaan
11 of 15
www.hl#d.us Profis Anchor 2.3.0
Company:
Page: 5
Specifier:
Project: 10642NE 10 PL
Address:
Sub -Project I Pos. No.: MIAMI SHORES
Phone I Fax:
Date: 7/31/2014
E -Mail:
• % • •6 Instalration date •
• o • • • •Anchor pletetsteet: - • • • • • •
Anchor type and diameter: Kwik Bolt TZ - CS. 518 (4)
.Profile: S saape (AISC); 3,000 y, J.330 x 0.170 x 0.260 In.
Installation torque: 720.001 in.lb
• • • • Hole diameter In the fbdure, dZ 0.688 in.
Hole diameter in the base material: 0.625 in.
Plate thictmeal;nput): 4 �Mkn..
Hole depth in the base material: 4.438 in.
�' • ; • "Recomm$ftd plate thickili Pnot calculated
Minimum thickness of the base material: 5.000 in.
• • • • •Cleaningi.Marwal cieantrigafthaWrilled hole according to instructions for use is required. ,
••••�• •• • •• .• y
•
•••••• • • • •
••••••
4.000
4.000
•
•••
Coordinates Anchor in.
Anchor x y c, c.,x s c
11 0.00 -2.500 6.7 6.50 - -
2 0.000 2.500 6.750 6.250 - -
Input data and results must be checked for aweernent with the e*fdng canditions and for plausibllttyt
PROFIS Anchor (c) 2003-Z00B HU6 AG, FL -9494 Sdmii WtI •s a registered Trademark of MU AG, Sduian
12 of 15
wmnaw.hlitims
Profls Anchor 2.3.0
Company:
Page:
6
Specifier:
Project-
10642NE 10 PL
Address:
Sub -Project I Pos. No.:
MIAMI SHORES.
Phone I Fax
Date:
7/31/2014
E -Mail:
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In partcula?, you mGst arrarts"IV
0900%
regular backup of programs and data and, if applicable, carryout the updates of the Software offered by HIM on a msagularbasis. If you do not use
• •
the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date versid%4633oftware ir""case
- 7 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilt products and are based %VVAVWciples, Mi4veand
•
security regulations in accordance with Hilt's technical directions and operating, mounting and assembly instructor1,jtt,tbat must be s:icUy
complied with by the user. All figures contained therein are average figures, and therefore use -specific bests are tobbea con ucted prior to using
• •
• • • • •
the relevant HOU product. The results of the calculatons carried out by means of the Software are based essentally ER Moats yoTM4 in!
Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the dafasto ba put in by#ou. • •'
• •
**Soo
Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, pyr"lily with reggrd to,
•
• :00
compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only es amid to interpret norms
and permits without any guarantee as to the absence of errors, e correctness and the relevance of the results or >�tlital!lffty for a sAcifl@ •
t
' • • • ; •
application. :09:6: •
•
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In partcula?, you mGst arrarts"IV
0900%
regular backup of programs and data and, if applicable, carryout the updates of the Software offered by HIM on a msagularbasis. If you do not use
• •
the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date versid%4633oftware ir""case
by carrying out manual updates via the Hilt Website. Hilti will not be liable for consequences, such as the recovery of lost or damagettrita or
programs, arising from a culpable breach of duty by you.
Input data mW results must be chocked for agreement wAh the existing conditiom and for plauslbUltyi
PROFIS Andmr (c) 2003-2M9 HBO Ali, FL -9494 Schaan HBO is a registered Trademark of Hn i Aa Schean
13 of 15
�BItILDING INFORMATION
Design Wind Speed Nominal
'
WINDLOADCALC.c m
Clift s
'i/►Iii' dioadcak.com e,
• Address• • f
Your wireow to Sucacea
ContpLiiy
ASCE 7-10
!ob Number
Version 7.1
Pre
2004 -2012
Building Permit Edition
5
Wind Load Program
• •• •• • • • •• ••
• • • • • • • • • •
• • • • • • • •
•
•
•
•
JOB INFORMATION
Clift s
• • • • ! •
• Address• • f
• • • 10%%E ItPJACE
ContpLiiy
APPLYING WIND LOAD FOR:
!ob Number
OPENING
ELEVATION
(feel)
Pre
Nominal Wind Load Pressvres
EFFECTIVE
WIND AREA MAXIMUM MAXIMUM TVOA Appratm] Number Max Pressure Per NOA Manufacturer 'Madel Number
Ifcell (s9(0 POSITIVE NEGATIVE
- PRESSURE 1psQ PRESSURE (PA
• • • • • • it Zfty MC FACTOR
• R)IS Flat -No HM
• • 0.0
IJs, it OA
x (R) W)
A (ft U,U
2one
Zeno--¢j�s�
www.vindi0adcaicx0M 7/31/2014 Pagel
WIND LOAD DESIGN INFORMATION
Z
APPLYING WIND LOAD FOR:
ZONE..
OPENING
ELEVATION
(feel)
WIDTHthellLENGTH
(feet)
Nominal Wind Load Pressvres
EFFECTIVE
WIND AREA MAXIMUM MAXIMUM TVOA Appratm] Number Max Pressure Per NOA Manufacturer 'Madel Number
Ifcell (s9(0 POSITIVE NEGATIVE
- PRESSURE 1psQ PRESSURE (PA
W I
5
9
1.8
5.5 10 37.9 -50.7
W2
5
9
1.5
302 5 37.9 •50.7
W3
5
9
2.3
1 3.2 7 1 37.9 -50.7
Z
W4
5
9
3.0
3.2 10 37.9 -50.7
AS
5
9
2.3
4.3 10 37.9 -50.7
F
O
z_
v
z_
p
DOOR A
5
9
3.0
6.8 20 36.1. 117.2
.�
DOOR B
4
9
3.0
6.8 20 36.1 -39.3
E
DOORC
4
9
3.0
6.8 20 36.1 -39.3
3
2one
Zeno--¢j�s�
www.vindi0adcaicx0M 7/31/2014 Pagel
e
Reinforced CMU Wall Partially Grouted. For 8" and 12" thick Block Walls.
Project: 110642 NE -10 PL MIAMI SHORES Date: 31 -Jul -14 Page:
Job No.: Design by: W.G. Revised:
P.G.
Description: Exterior wall
Reinforced Masonry Axial Comaresion and Flexure
ACI 530
•fees•
In tit .. .. .
P= D-7---,:'Ibi/ft ZONE5•eeee•
.••. •
M =Zai = Lb - ft / ft Wind Pr- �± •
V=475 MPHR
Wall Reinforcing , sees •
• • ' e •
psi Fs= 24000 i
'• •
Em = 1350 ksi Es= 29000 s e ksr :
•
: f • • •00
h= in ♦— Height of wall Bar # �$•,. •
0 00
•
Block =; in Spacing=11,IR :
. . .
Area (An) _ 46 Int / ft As= mm • in24/ ft
: f • • • • •
1= 343.7 in"/ft b= 12 •01 :
e•••
S= 90.1 in'/ft d= 3.81 in
•f:•
r = 2.59 in / ft h/r = 53.56
CondWtfon #1-
P<Pa
if h/r < 99 Pa= (0.25 x fm x A„ + 0.65 x A�,, F8) x [1-(h/140r)2]
if h/r > 99 Pa= (0.25 x fm x A„ + 0.65 x Ag, x F8) x (70 x r/h)Z
Pa= 16270" , :: Lb OK
Cottidifloh-02.
fa<Fa
fa= 4.35;:, psi 4---- Compressive Stress due to Axial Load
if h/r < 99 Fa= 0.25 x fm x [1-(h/140r)`]
If h/r > 99 Fa-- 0.25 x f m x70 x r / h)Z
Fa= ; 320.12 psi OK
Condition #3 Combine Aidal,+: Widi.nq Cgnl cession
fb+ fa < Fb Fb=0.333xrm Fb= .:
p , As/bxd n=Es/Em
P - F -0- 0-025-4 n= 21.48
k= 2xnxp+(nxp)"2-nxp j=1 -k/3
k= 0.280 j= 0.907
fb= 2 x M x 12 fb= 341.55 psi
'xkxbxd2
fa+fb= .: i'.34a59Q psi < Fb OK
Con�ltiott.#4 Ci�nckln _' iteinfofcement .
fs<Fs Fs=
fs= M x 12 -fa = 1$850,51 psi < Z4OA0' psi
Asx'xd OK
Maxionum Allowable Moment
Mr- Min of (Fbfa)xjxkxbxd2 and FsxAsxIxd
x 12 12
Mr- :: =>801:36 Lb -ft
15 of 15
•
Off:
Off•
Off
1 •
Ie•
•
•
1•••
f
1•••
AMENGUAL BERNARD
AMENGUAL ELECTRIC INC
3851 NW 12 TERRACE
MIAMI, FLORIDA 33126
(305) 576-1020 FAX (305) 576-1009
Proposal:
Date: October 10 2014
Cliente: DENNIS HANSEN
Project Name: REMODEL
Client Address: 10642 NE 10 Place
MIAMI SHORES,FL
Project Address: SAME
Proposal
1.
DEMOLITION:
1. Remove drywall from kitchen soffit and walls, clean up and
dispose of all debris as needed.
2. Demo master bath the and drywall and discard, remove toilet
and discard, remove wall area to expose wall for new
plumbing work
3. Remove drywall from guest bathroom walls to expose shower
pan and plumbing area, open wall in living room and guest
bedroom and prepare for new hallway opening leading to
guest bath and bedroom.
4. Remove mirrors on living/dining room wall and discard as
needed.
5. Discard all debris from premises as needed
1,000.00
2.
WINDOWS AND DOORS:
1. Remove all windows and doors and prep all openings as
needed, including opening block wall for double French door
installation
2. Install all new PGT impact windows and doors as per plans and
spec's.
3. To include all shop drawings.
$14,100.00
3.
KITCHEN:
1. Frame soffit areas needed and drywall complete kitchen,
finish drywall as needed
$ 11000.00
2. Fabricate and install new laminate cabinets with laminate
type panel doors and drawers as per plans
$ 3,000.00
3. Install new granite top with granite back splash (single bullnose
rounded edge, with new stainless under mount sink.
$ 2,600.00
4. Install new kitchen faucet (faucet allowance $120.00), install
new drain and set dishwasher to granite as needed
$ 430.00
5. install sink, faucet, dishwasher, refrigerator water line and
drains as needed, permit fee not included
$ 710.00
6. Install and rewire all new lighting and install outlets, switches as
needed to meet Dade county codes
700.00
4.
MASTER BATHROOM:
1. Repair any framing and install durorock in shower area and
green board in all other areas. Tape and finish as needed.
$ 300.00
2. Fabricate and install new bathroom cabinet with granite top
with 4" back splash, install new under mount sink.
$ 770.00
3. Purchase and Install new faucet on sink and install drain as
GUARANTEE: All labor and materials are guaranteed for one (1) year against faulty products and/or
poor workmanship.
needed.(faucet allowance $95.00),purchase and install new
toilet (toilet allowance $250.00)
$ 500.00
4. Install porcelain the on bathroom shower area only, from
ceiling to floor. (tile allowance $1.20 per sq. ft.)
$ 990.00
5. Install new mirror over sink area and install glass
encloser frameless
$ 550.00
5.
2ND BATHROOM:
1. Drywall new bathroom hallway and install durorock in shower
area and green board in bathroom area.
$ 350.00
2. Install porcelain file on bathroom shower area only, including
curb and baseboard. (tile allowance $1.50 per sq, ft.)
$ 950.00
3. Install new bathroom cabinet, install new granite top with 4"
back splash, install one(1) new under mount sink (owner to
approve cabinet and granite color)
$ 900.00
4. Install one (1) new faucet in new sink and install drain as
needed. (faucet allowance $120.00) and purchase and install
new toilet (toilet allowance $250.00)
$ 570.00
5. Install new mirror over sink area and install glass
encloser frameless
350.00
6.
LIVING/DINING ROOM/BEDROOMS:
1. repair on soffit and walls at entrance, finish drywall as needed,
repair all drywall in complete house
$ 450.00
2. Install new lighting in hallway, living room and dining room
(lighting allowance 140.00 per light)
$ 500.00
7.
FLOORING:
1. Clean up flooring, scrape old thin set from all floors, leaving
ready for new the flooring, discard from premises.
2. Install the flooring including bathroom floors, includes setting
materials and grout (tile allowance $1.20 sq.ft.
3. Purchase and installed 5"primed baseboard, caulk leave
paint ready as needed.
6,000.00
8.
PRIMER/PAINT:
1. Prime and paint interior ceilings and walls as needed.
2. Prime and apply two coats of paint to interior and exterior
doors/frames.
3. Pressure clean and prime and paint all exterior of house, owner to
chose two colors.
$ 4,900.00
9.
POPCORN CEILING:
1. Scrape and remove all texture popcom from ceilings, cleanup
and removal debris from premises, Apply bonding agent and
apply skim coat of compound and finish with a smooth coat,
sand and finish as needed.
$ 1,100.00
10.
CLEAN P:
clean up and remove all debris from premises
450.00
11.
EXPEDITING /PERMITS:
1. Obtain all needed permits for bathrooms, kitchen cabinets
and floor work, permit fees not included
$ 1,500.00
12.
SUBTOTAL
$44,670.00
13.
OVERHEAD,SUPERVISION,GENERAL CONDITIONS AND PROFIT
$ 4,400.00
13.
TOTAL JOB
$49,070.00
GUARANTEE: All labor and materials are guaranteed for one (1) year against faulty products and/or
poor workmanship.
I L
We hereby propose to furnish materials and labor- complete in accordance with the above
specifications for the sum of; ($49,070.00).
Payment to be made as follows;
DEPOSIT WITH PAYMENTS AS WORK COMPLETED, FINAL WHEN JOB APPROVED BY OWNER
Acceptance of Proposal: Theabove ces, specifications, and conditions are hereby
accepted. You are authorized t d 'the ork as specified. By signing this contract, or
receipt of a copy, client ackn'',yy W des having read, understood and agreed to the
terms and conditions of.the ci tr ' 1
Authorized,signatur • DATE: \ T IaO
Sign i .__ DATE: ��
Florida Building Code, Energy Conservation
Residential Building Thermal Envelope Approach
FORM 402-2010 All climate zones
Scope: Compliance with Section 402 of the Florida Building Code, Energy Conservation, shall be demonstrated by the use of Form 402 for single -
and multiple -family residences of three stories or less in height, additions to existing residential buildings, renovations to existing residential buildings,
new heating, cooling, and water heating systems in existing buildings, as applicable. To comply, a building must meet or exceed all of the energy
efficiency requirements on Table 402A and all applicable mandatory requirements summarized in Table 402B of this form. If a building does not
comply with this method or Alternate Form 402, it may still comply under Section 405 of the Florida Building Code, Energy Conservation.
PROJECT NAME:
GARAGE ENCLOSURE BUILDER:
AND ADDRESS:
10642 NE 10 PL PERMITTING OFFICE: MIAMI SHORES VILLAGE
2.
MIAMI SHORES, FL. 33138 JURISDICTION NUMBER: 232600
OWNER:
DENNIS HARSSEN PERMIT NUMBER:
General Instructions:
1. New construction which incorporates any of the following features cannot comply using this method: glass areas in excess of 20 percent of conditioned
floor area, electric resistance heat and air handlers located in attics. Additions < 600 sq.ft., renovations and equipment changeouts may comply by
this method with exceptions given.
2. Fill in all the applicable spaces of the "To Be Installed" column on Table 402A with the information requested. All "To Be Installed" values must be equal to
or more efficient than the required levels.
3. Complete page 1 based on the "To Be Installed" column information.
4. Read the requirements of Table 402B and check each box to indicate your intent to comply with all applicable items.
5. Read, sign and date the "Prepared By" certification statement at the bottom of page 1. The owner or owner's agent must also sign and date the form.
ADDITION Check
1. New construction, addition, or existing building
1.
2. Single-family detached or multiple -family attached
2.
SFD
3. If multiple -family, number of units covered by this submission
3.
4. Is this a worst case? (yes/no)
4.
NO
5. Conditioned floor area (sq. ft.)
5.
110
6. Glass type and area:
a) U -factor
6a.
0.65
b) SHGC
6b.
0.30
c) Glass area
6c.
12
7. Percentage of glass to floor area
7,
11
8. Floor type, area or perimeter, and insulation:
110
a) Slab -on -grade (R -value)
8a.
b) Wood, raised (R -value)
8b.
c) Wood, common (R -value)
8c.
d) Concrete, raised (R -value)
8d.
e) Concrete, common (R -value)
8e.
9. Wall type, area and insulation:
a) Exterior: 1. Wood frame (Insulation R -value)
gal.
2. Masonry (Insulation R -value)
9a2.
b) Adjacent: 1. Wood frame (Insulation R -value)
9b1.
79, R-11
2. Masonry (Insulation R -value)
9b2.
10. Ceiling type, area and insulation
a) Attic (Insulation R -value)
10a.
b) Single assembly (Insulation R -value)
10b.
110, R19
11. Air distribution system: Duct insulation, location, On
a) Duct location, insulation
11 a.
b) AHU location
11b.
CONDITIONED SPACE
c) On, Test repo p, ached (<0.03; yes/no)
11 c.
NO
12. Cooling sysi �rp� Koyncy
N2 �i�
12a,
12b.
EXISTING SPLIT, 13
V-
�p.� •........ dR
13. Heating 09
13a.
13a.
�� F •%
13b.
14. HVAC -%i1* calcaQtio68At3 hea
14.
ATTACHED
15. Wateaeattrtg system: a) type b) E!f*Acy
15a. NA
15b.
I hereby ce t Ian 'aftd s��ific", Vetiered by this Review of the plans and specifications covered by this form indicate
form are in c ®t ids• �9de. compliance with the Florida energy code. Before construction is complete,
®s e.• s i� this building will be inspected for compliance in accordance with
PREPARED Bl, D to Section 553.908, F.S.
I hereby certify that Vi a ��pliance with the Florida
energy code.
OWNER/AGENT: Date CODE OFFICIAL: Date
TABLE 402A
REQUIREMENTS
ALL CLIMATE ZONES
BUILDING COMPONENT
PERFORMANCE CRITERIA'
INSTALLED VALUES
WindowsZ:
U-Factor<0.65
U -Factor= 0.65
SHGC= 0.30
SHGC= 0 . 3
meeting ASTM E 283. Windows and doors<0.30 cfm/sq.ft. Testing or visual inspection
% of CFA<20%
% of CFA= 11
Skylights
U-Factor<0.75
U -Factor=
Doors: Exterior door U -Factor
U-Factor<0.65
R-19 space permitting.
Floors:
Programmable thermostat
403.1.1
Slab -on -Grade
No requirement
Air distribution system
Over unconditioned spaces3
R-13
R -Value=
Walls -Ext. and Adj.
tested to Qn=0.03 by Class 1 BERS rater.
Frame
R-13
R -Value=
Massa
Interior of wall:
R-7.8
R -Value= 11
Exterior of wall
R-6
R -Value=
Ceilings3 :
R=30
R -Value=
Test report
Reflectance
0.25
Reflectance=
Attached? Yes/No
Air distribution system'
required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool
Ductwork & air handling unit:
Location: CONDITIO
ED
Unconditioned space
Not allowed
403.6
Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment
Conditioned space
efficiency verification required. Special occasion cooling or heating capacity requires separate
Duct R -value
R-Value>R-6
R -Value=
Test report
Air Leakage On
Qn<0.03
Qn =
Attached? Yes/No
Air conditioning system
SEER=13.0
SEER= 13
At least 50% of permanently installed lighting fixtures shall be high efficacy lamps.
Heating system
Heating Pumps Cooling:
SEER=13.0
SEER=
Heating:
HSPF= 7.7
HSPF=
Gas furnace
AFUE=78%
AFUE=
Oil Furnace
AFUE=78%
AFUE=
Electric resistance: Not alloweds
Water heating system (storage type):
NA
Electrics:
40 gal: EF=0.92
Gallons=
50 gal: EF=0.90
EF= NA
Gas fired
40 gal: EF=0.59
Gallons=
50 gal: EF=0.58
EF=
Other (describe):
(1) tach component present in the As Proposed home must meet or exceed each or the appucaoie perrormance cmena in oraei
code using this method; otherwise Section 405 compliance must be used.
(2)Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U -Factor and the maximum
Gain Coefficient) criteria and have a maximum total window area equal to or less than 20% of the conditioned floor area (CFA);
405 must be used for compliance.
to comply with this
SHGC (solar Heat
otherwise Section
Exceptions: Additions of 600 square feet (56m2) or less may have a maximum glass to CFA of 50 percent.
(3) R -values are for insulation material only as applied in accordance with manufacturers' installation instructions. For mass walls, the "interior of wall"
requirement must be met except if at least 50% of the R-6 insulation required for the "exterior of wall" is installed exterior of, or integral to, the wall.
(4) Ducts & AHU installed substantially leak free per Section 403.2.2.1. Test by Class 1 BERS rater required.
Exception: Ducts installed onto an exhisting air distribution system as part of an addition or renovation; duct must be R-6 installed per
Sec. 503.2.7.2.
(5) For all conventional units with capacities greater than 30,000 Btu/hr. For other types of equipment, see Tables 503.2.3(1-8)
Exception: Electric resistance heat prohibition does not apply to additions, renovations, and new heating systems installed in existing buildings.
(6) For other electric storage volumes, min. EF=0.97 - (0.00132 * volume) ; For other natural gas storage volumes, min. EF=0.67 - (0.0019 * volume)
TABLE 402B MANDATORY
REQUIREMENTS
Component
Section
Summary of Requirement(s)
Check
Air leakage
402.4
To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as
meeting ASTM E 283. Windows and doors<0.30 cfm/sq.ft. Testing or visual inspection
X
required. Fireplaces: gasketed doors & outdoor combustion air.
Ceilings/knee walls
405.2.1
R-19 space permitting.
Programmable thermostat
403.1.1
Where forced -air furnace is primary system, programmable thermostat is required.
NA
Air distribution system
403.2
Ducts in attics or on roofs insulated to R-8; other ducts R-6. Ducts not in conditioned space
NA
tested to Qn=0.03 by Class 1 BERS rater.
Water heaters
403.4
Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide
switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes
insulated to >R-2 + accessible manual OFF switch.
NA
Swimming pools & spas
403.9
Spas and heated pools must have vapor-retardent covers or a liquid cover or other means
proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch
required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool
NA
heaters minimum COP=4.0
Cooling/heating equipment
403.6
Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment
efficiency verification required. Special occasion cooling or heating capacity requires separate
system or variable capacity system. Electric heat >10kW must be divided into two or more
X
stages.
Lighting equipment
404.1
At least 50% of permanently installed lighting fixtures shall be high efficacy lamps.
Rhvsa -Residential & Light Commercial "v -AC km Elite Software Developt W
ERA Technical Servlcea arae Fri ute
Miami FL 33177 " ` , . _ e 1
Outdoor
Outdoor
Outdoor
Indoor
Indoor
Grains
Dry Bulb,
Wet Bulb
Rel.Hum
Rel.Hum
Dry Bulb
Difference
Winter: 47
44.1
80%
n/a
70
n/a
Summer: 90
77
56%
50%
75
55
Check Figures
e
.,u:..
Total Building Supply CFM: 1,800
CFM Per Square ft.: 0.635
Square ft. of Room Area: 2,835
Square ft. Per Ton: 635
Volume (W) of Cond. Space: 25,514
Byllding Loads
Total Heating Required Including Ventilation Air:
30,864
Btuh 30.864 MBH
Total Sensible Gain:
41,005
Btuh 77 %
Total Latent Gain:
12,543
Btuh 23 %
Total Cooling Required Including Ventilation Air:
53,548
Btuh 4.46 Tons (Based On Sensible + Latent)
Notes
Rhvac is an ACCA approved Manual J and Manual D computer program.
Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at
your design conditions.
C:\HEAT LOAD CALS\DENNIS HANSEN.rhv Wednesday, October 29, 2014, 11:47 AM
t
Rhvac - Residential & Light Commercial HVAC Loads Elite, Havelt, .:
ERA Technical Services
Garage l=ilcltsurs
Miami, FL 33177 f*a e 2
System 1 Summary Loads
1 A -cm -o: Glazing -Single pane, operable window, clear,
191.8
2,867
0
4,413
4,413
metal frame no break, u -value 0.65, SHGC 0.3
1 A -cm -o: Glazing -Single pane, operable window, clear,
18.4
60
0
96
96
metal frame no break, in partition wall, u -value 0.65,
SHGC 0.3
10A -m: Glazing -French door, single pane clear glass,
80
260
0
416
416
metal frame no break, in partition wall, u -value 0.65,
SHGC 0.3
11 D: Door -Wood - Solid Core
40
358
0
468
468
11 G: Door -Wood - Panel
20
54
0
86
86
14E -3-8b: Wall -two courses brick, brick on concrete or 8
1426.4
5,873
0
4,265
4,265
inches concrete, two courses (8 inches) brick with R-
3 board insulation
14E -3-8b: Part -two courses brick, brick on concrete or 8
230.8
207
0
331
331
inches concrete, two courses (8 inches) brick with R-
3 board insulation
14E -5-8b: Wall -two courses brick, brick on concrete or 8
78
237
0
165
165
inches concrete, two courses (8 inches) brick with R-
5 board insulation
12B-Obw: Part -Frame, R-11 insulation in 2 x 4 stud
79
38
0
61
61
cavity, no board insulation, brick finish, wood studs
16A-19: Roof/Ceiling-Under Attic with Insulation on Attic
1681
1,894
0
6,095
6,095
Floor (also use for Knee Walls and Partition
Ceilings), Unvented Attic, No Radiant Barrier, Any
Roofing Material, Any Roof Color, R-19 insulation
18A-19: Roof/Ceiling-Roof Joists Between Roof Deck
1043.3
1,224
0
1,596
1,596
and Ceiling or Foam Encapsulated Roof Joists, Dark
or Bold -Color Asphalt Shingle, Dark Metal, Dark
Membrane, Dark Tar and Gravel, R-19 blanket or
loose fill
16B-30: Roof/Ceiling-Under Attic with Insulation on Attic
110
81
0
190
190
Floor (also use for Knee Walls and Partition
Ceilings), Vented Attic, No Radiant Barrier, Dark
Asphalt Shingles or Dark Metal, Tar and Gravel or
Membrane, R-30 insulation
19A-Ocp: Floor -Over enclosed unconditioned crawl
2724.8
6,945
0
4,530
4,530
space, No insulation on exposed walls, sealed or
vented space, passive, no floor insulation, carpet or
hardwood
22A -ph: Floor -Slab on grade, No edge insulation, no
21
656
0
0
0
insulation below floor, any floor cover, passive, heavy
moist soil
Subtotals for structure:
20,754
0
22,712
22,712
People:
4
800
920
1,720
Equipment:
500
1,000
1,500
Lighting:
0
0
0
Ductwork:
0
3,515
12,936
16,451
Infiltration: Winter CFM: 400, Summer CFM: 208
10,110
7,728
3,437
11,165
Ventilation: Winter CFM: 0, Summer CFM: 0
.... _...__ . ...... ................_
..... _.._...
.. _-........_.._....._.._....._.......-.....0--
.
-- ............................
----....................._0....
System 1 Load Totals:
30,864
12,543
41,005
53,548
Check Fi ures
Supply CFM: 1,800
CFM Per
Square ft.:
0.635
Square ft. of Room Area: 2,835
Square ft. Per Ton:
635
Volume (W) of Cond. Space: 25,514
System Loads:
CAHEAT LOAD CALS\DENNIS HANSEN.rhv Wednesday, October 29, 2014,11:47 AM
C:\HEAT LOAD CALS\DENNIS HANSEN.rhv Wednesday, October 29, 2014,11:47 AM
I
1
nuv�ac nraswenuw� oz uwgnt s Umm®rcan nv^u 1.0003 6tAH WTUV 19 veve (7Fi"W"1 j WC.,
ERA Technical Services Garage Er
Miami, FL 33177 -
$ stem 1 Room Load Summary
Ht MinRc n CIg Otg "".Min ASI
o m Area. Sen t 0 t D marts , � ` At ig . , ; Sys
No Name SF Btu I Size f .. AFM CSM
---Zone 1---
1 Residence 2,725
29,095 378 18-6 542 42,165 8,627 1,917 1,917
Zone 1 subtotal 2,725
29,095 378 42,165 8,627 1,917 1,917
---Zone 2---
2 Conditioned 110
1,769 23 1-4 688 1,321 401 60 60
Addition
.......... ...... ... .................................. ... ... ............... ....._................................... .................... ......._._...
_...... ................... _ .... _... ...... ............. ....-._.._........................_...... ....... ..._.......... ............... -_..-.......... ....... _—............. ........................ _._... _......................... ---...................... __...... _._.......... _...........................
Zone 2 subtotal 110
_....... _...
1,769 23 1,321 401 60 60
__ _._....__ ....._ _ _ .. _ ._ ....... _ ----- ..............-- ............ -----.....-—.............. . _
Duct Latent
.
3,515
_ .........._-- ...---......_........_—......_..... -- _
System 1 total ....... ----_.
41,0052,5A 1,864 1,800
._ ..... _..__.
System 1 Main Trunk Size:
18x18 in.
Velocity:
800 ft./min
Loss per 100 ft.:
0.068 in.wg
Note: Since the system is multizone, the
_...............................................
Peak Fenestration Gain Procedure was used to determine glass sensible gains
at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended
to equal the totals at the system level.
Room and zone sensible gains and cooling CFM values are for the hour in which
the glass sensible gain for the zone is
at its peak. Sensible gains at the system level are based on the "Average Load
Procedure + Excursion" method.
4.46 77%/23% 41,005 12,543 53,548
C:\HEAT LOAD CALS\DENNIS HANSEN.rhv Wednesday, October 29, 2014,11:47 AM
,Florida Building Code Online
Page 1 of 3
7 �-- -
"u,NO
BaS Home Log In User Registration i Hot Topics Submit Surcharge Stats & Facts Publications PIC Staff SCIS SRe Map Unks Search
Busines(r' �': Product Approval
Professi6a1 �3 USElt:PublicUser
Re gu la i0cfl
Produce Approval Menu > Product or ADDlfcation Search > Aloolicatlon List > AppiM,atloe Detaa
'� Application x Type Affirmation
Ao
ion
leiCode Version 2010
Application Status Approved
Comments e,
Archived
Product Manufacturer Masonite International
Address/Phone/Email 1955 Powis Road
West Chicago, It 60185
(615)441-4258
sschrelber0masonite.com
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Documentation from approved Evaluation or Validation Entity
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Usting
National Accreditation & Management Institute,
National Accreditation & Management Institute,
StandarA Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
affirm that there are no changes in the new Florida
Building Code which affect my product(s) and my
products) are in compliance with the new Florida
Building Code.
Yes No N/A
http://www.floridabuilding.orgtprlpr app_dtl.aspx?param=wGEVXQwtDgtLTLLVRkEiBf... 3/26/2012
r Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Method 1 Option A
02/14/2012
02/14/2012
02/17/2012
03/11/2012
Page 2 of 3
Summary of Products
FL # HNodel, Number or Name
Descripton
4940.1 IM I -edge Steel Side -Hinged
'-8" Opaque I/S and O/S Single Door
Door Units
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL4940 R3 C CAC NI006115-R3.PDF
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Data
Impact Resistant: Yes
12/31/2014
Design Pressure. +76.0/-76.0
Installation Instructions
Other.. Evaluated for use in locations adhering to the
FL4940 R3 II FL0132. pdf
Florida Building Code including the High Velocity
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
determined by ASCE 7, do not exceed the design
Created by Independent Third Party:
pressures listed. T-0" x 6'-8" max nominal size. Max DP
Evaluation Reports
= +/- 76.0. When large missile impact resistance Is
FL4940 R3 AE 504A.pdf
required, hurricane protective system is NOT required.
Created by Independent Third Party: Yes
See installation drawing DWG-MA-FLO132-05 for
additional Information. 11
4940.2
Metal -edge Steel Side -Hinged
6'-8" Opaque I/S and O/S Door w/ or w/o Sidelites
Door Units
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL4940 R3 C CAC NI006115-R3.PDF
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2014
Design Pressure: +55.0/-55.0
Installation Instructions
Other. Evaluated for use in locations adhering to the
FL4940 R3 II FLo132.pdf
Florida Building Code including the High Velocity
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
determined by ASCE 7, do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x 6'-8" max nominal size. Max DP
Evaluation Reports
= +/- 55.0. When large missile Impact resistance Is
FL4940 R3 AE 502A.pdf
required, hurricane protective system Is NOT required on
Created by Independent Third Party: Yes
Opaque panels, but Is required on glazed panels. See
Installation drawing DWG-MA-FLO132-05 for additional
information.
4940.3
Metal -edge Steel Side -Hinged
8'-0" Opaque I/S and O/S Door w/ or w/o Sidelttes
Door Units
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL4940 R3 C CAC NI006115-R3.PDF
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2014
Design Pressure: +48.3/-48.3
installation Instructions
Other: Evaluated for use in locations adhering to the
FL4940 R3 II FL0133.pdf
Florida Building Code including the High Velocity
Verifled By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
determined by ASCE 7, do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x 8'-0" max nominal size. Max DP
Evaluation Reports
= +/- 48.3. When large missile Impact resistance is
FL4940 R3 AE 501A.pdf
required, hurricane protective system is NOT required on
Created by Independent Third Party: Yes
opaque panels, but is required on glazed panels. See
installation drawing DWG-MA-FLO133-05 for additional
Information.
4940.4 Metal -edge Steel Side -Hinged
6'-8" Glazed I/S and 0/S Door w/ or w/o Sidelites
Door Units
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL4940 R3 C CAC NI006115-R3.PDF
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/31/2014
Design Pressure: +50.5/-50.5
installation Instructions
Other: Evaluated for use in locations adhering to the
FL4940 R3 II FL0134.pdf
Florida Building Code including the High Velocity
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
determined by ASCE 7, do not exceed the design
Created by Independent Third Party:
pressures listed. 12'-0" x V-8" max nominal size. Max DP
Evaluation Reports
= +/- 50.5. When large missile Impact resistance Is
FL4940 R3 AE 502A.pdf
required, hurricane protective system Is required. See
Created by Independent Third Party: Yes
http://Www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtLTLgVRkEiBf... 3/26/2012
3
' , Florida Building Code Online
Page 3 of 3
Installation drawing DWG-MA-FLO134-05 for additional
information.
4940.5
Metal -edge Steel Side -Hinged
8'-0" Glazed I/S and O/S Door
Door Units
UmI s of Use
Certifiction Agency Certificate
Approved for use In HVHZ: Yes
FL4940 R3 C CAC N1006115-R3.PDF
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant, No
12/31/2014
Design Pressure: +43.0/-45.0
Installation Instructions
Other: Evaluated for use in locations adhering to the
FL4940 R3 II FL0135.pdf
Florida Building Code Including the High Velocity
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
determined by ASCE 7, do not exceed the design
Created by Independent Third Party:
pressures listed. 6'-0" x 8'-0" max nominal size. Max DP
Evaluation Reports
= +43.0 / -45.0. When large missile Impact resistance Is
FL4940 R3 AE 501A.pdf
required, hurricane protective system is required. See
Created by Independent Third Party: Yes
Installation drawing DWG-MA-FLO135-05 for additional
Information.
Back Next
Contact Us:: 1940 North Monroe StreeL Tallahassee -FL 32399 Phone: 850-487-1824
The State of Florida is an AAIMO employer. 5 owAaht 2007-2010 state of Florida.:: Privacy :: Accessibility Statement:: Refund Statement
Under Florida law, e-mail addresses are public records. If you do not want your e -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 regarding DBPR's ADA web
accessibility, please contact our web Master at webmaster@dbor.sb te.fl.us.
Product Approval Accepts;
El M EE 0
securitw a- rne2
Tru.1y"
avueretl
vflvrvt�
http://www.floridabuiIding.o-rp.-/.nr/pr._app dtl.aspx?param=wGEVXQwtDgtLTLgVRkEjBf... 3/26/2012
NAMI NOTICE OF PRODUCT LINE
."ERTIFICATION
Certification No.:
Date:
Revision Date:
Certification Program:
Company:
Code:
NI006115-R3 .Paige 1
07/29/2005
11/19/2010
Structural
Masonite International
M-703-1
The "Notice of Product Line Certification' is valid only when Administrator's Seal is applied to the upper
left hand portion of this form and a certification label is applied to the product. This certification seal
represents product conformity to'the applicable specification and that all certification criteria has been
satisfied.
The products and systems listed below are approved for listing in the Directory of Certified Products at
«vww.NA@91C ci7itication ;com. Please review, and advise NAMI immediately if data, as shown requires
corrections.
Company: Masonite International Corporation
1955 Powis Road
West Chicago, IL 60185
Product Line: Masonite Metal -Edge Steel Side -Hinged Door Units
Test Report: NCTL-210-1861-1,2,3,7,8,9/210-1864-1,2,3,4/210-1887-1,2,3,4,5,6,7,8,9
l 0,11,12/210 -1897-1,2,3,4,5,6/210-1905-1,2,3,4,5,6/210-1980-1,2,3,4,5,6/
CTLA685W/1022W
Section 1: General Description of the Products and Systems under this Certification
1.1 Frame: The frame jambs consist of finger jointed pine with all corners
coped, butted, and sealed using three 2" long wire staples (.04375").
L2 Mullion Construction: Where used, each mullion constructed of
laminated lumber with a pine cap and attached to the header and threshold
with three #10 x 3" Philips Flat Head Wood Screws.
1.3 Glazing: Where used, the overall insulated glass was glazed into a rigid
plastic lip -lite frame. Consisted of symmetric monolithic insulated glass
with 3mm (0.118) tempered glass with aluminum, steel or butyl spacer.
1.4 Door Leaf Construction: Each door leaf was constructed from
0.017'"(6"8" height) or 0.020"(8'0"height) thick galvanized steel facings.
National Accreditation & Management Institute, Inc.
4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
Section 2: Registered Suppliers
2.1 Door Lites:
2.2 Astragal:
Certification No.: NI006115-113 Page 2
ODL or Specialty
Endura Ultimate
Section 3: Additional Supportive Test or Acceptance Data Provided with
Certification Documentation included:
3.1 Miami -Dade Building Code Compliance Notice of Acceptance for Lite
Frame Material, NOA##07-0801.05 and ETC Test Report Number
ETC -02-797-12517.1
3.2 Surface Burning Characteristics for Foam Filled Door performed by
Omega Point Laboratories to ASTM E84-98, "Standard Test Method
for Surface Burning Characteristics of Building Materials -Report No.
15977-104313.
3.3 Anchor Calculations for:
Anchor Performance Calculation Report -Performed by Luis R.
Lomas, A.E. (Florida No. 62514).
3.4 National Accreditation & Management Institute, Inc. W-1416,
See additional Pages of Certification for Certified Product Line Matrix(s) and Installation Details. If you
have any questions regarding this certification, please contact NAMI at (804) 684-5124.
National Accreditation & Management Institute, Inc.
4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 681-5124/Fax: (804) 684-5122
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI006115-113 Page 3
1955 Powis Road Certification Date: 07/29/2005
West Chicago, IL 60185 Expiration Date: 12/31/2014
Revision Date: 11/19/2010
Product: Metal -Edge Opaque Inswing or Outswing Door w/ and as*/o Non -impact Rated Sidelites (w/Wood Frame unless noted)
Specifications Tested To: TAS 201-94/202-94/203-94/ASTM E330
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at ww%v.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highsvay/1-layes, VA 2 72
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
Inswing
Glazed
Structural
Water
Missile
Test Report Number
Configuration
or
or
Maximum
Design
Test
Impact
Drawing Number &
Outssvin
Opaque
Size
Pressure
Pressure
Rated
Comments
X
I/S
Opaque
3'0" x 6'8"
+76/-76
2.86 psf
Yes
NiTL-210-1864-1.2.3.3
Single
Maximm Pail Size: 3'0°' x 6'8"
_
Anchor Detail-MA41-0132-05
X
O/S
Opaque
3'0" x 6'8"
+76/-76
8.25 psf
Yes
NCTL-210-1861-1.2,3,7.8,9
Single
Maximum Panel Size. 3'0" x 6'8"
Anchor Detail-MA-FL0132-05
XX
t/S
Opaque
6'0" x 6'8"
+55/-55
2.86 psf
Yes
NCTL210-1905-11.3.4,5.6
Double
Maximum Panel Size: 3'0" x O'8':'Sidcliu;3'0" x 6'8"
_
Amitor Detail-MA-FL0132-OS
XX
O/S
Opaque
6'0" x 6'8'
+55/-55
8.25 psf
Yes
NCTL-210-1905-11,3.4,5,6
Double
Maximum Panel Size: 3'0" x 6'8"±:Sidelite: 3'0" x 6'8 -
Anchor Detail-MA-FL0132-05
XO/OX
US
Opaque Door
6'0" x 6'8"
+55/-55
2.86 psf
Door -Yes
NCTL 210-1905-1.2.3,4,5.61
Single tv/Sidelite
Glazed Sidelite
Sidelite-No
Maximum Panel Size: 3'0" x 6'8" 'Sidelite: 3'0" x 6'8"
Anchor Detail- MA-FL0132-O5
XO/OX
O/S
Opaque Door
6'0" x 6'8"
+55/-55
8.25 psf
Door -Yes
NCTL-210-1405-1,23,45.6
Single w/Sidelites
Glazed Sidelite
Sidelite-No
Maximum Panel Size. 3'0- x 6'8"?Sidelite' 3'0" x 6'8"
Anchor Detail-MA-FL0132-05
OXO
1/S
Opaque Door
9'0" x 6'8"
+55/-55
2.86 psf
Door -Yes
NCTL: 210-1405-1.Z 3,4.5.6
Single /Sidelites
Glazed Sidelites
Sidelites-No
Maximum Panel Size: 3'0" x 61-tSiddite: 30" x 6'8"
Anchor Doail-MA-FL0132d15
OXO
O/S
Opaque Door
9'0-' x 6'8"
+55/-55
8.25 psf
Door -Yes
NCTL-210-1905-1.2.3.4.5.6
Single stir/Sidelites
Glazed Sidelites
Sidelites-No
Maximum Panel Size: 3'0" x 6'8",Sidelite: 3'0" x 6'8"
Anchor Detail-MA-FL0132-05
OXXO
1/S
Opaque Divers
12'4" x 6'8''
+55/-55
2.86 psf
Doors -Yes
NCTL-210-1905.11.3,7,5,6
Double %v/Sidelites
Glazed Sidelites
Sidelites-No
Maxim Panel size: 3'0" x 6'8` ,SWlite: 3'0" x 6`8 -
Anchor Detail-MA-FL0132-05
OXXO
O/S
Opaque Doors
12'4" x 6W'
+55/-55
8.25 psf
Doors -Yes
NCFL-210-1905-12,3.4.5.6
Double w/Sidelites
Glazed Sidelites
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"?Si4elite: 3'0-'x 6'8"
AndwT Detail-MA-FL0132-05
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highsvay/1-layes, VA 2 72
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: NI006115-113 Page 4
1955 Powis Road Certification Date: 07/29/2005
West Chicago, M 60185 Expiration Date: 12/31/2014
Revision Date: 11/19/2010
Product: Metal -Edge Steel Opaque Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites (w/Wood Frame unless noted)
Specifications Tested To: TAS 201-94/202-94/203-94/ASTM E330
The "Notice of Product Certification" is only valid if the NAMi Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
National Accreditation & Management Institute, Ine./4794 George Washington Memorial Highway/Hayes, VA 3072
Tel: (804) 684-5124/Fax: (804) 684-5122
i
r,
NAMI AUTHORIZED SIGNATURE:
Inswing
Glazed
Structural
Water
Missile
Test Report Number
Configuration
or
or
Maximum
Design
Test
Impact
Drawing Number &
Outswing
Opaque
Size
Pressure
Pressure
Rated
Comments
X
I/S
Opaque
3'0" x 8'0"
+483/48.3
2.86 psf
Yes
NCTL-210-1980-1,2.3,4.5,6
Single
Maximum Panel Size: 3'0" x 8'0"
Anchor Detail-MA-FL0133-05
X
O/S
Opaque
3'0" x 8'0"
+48.3/48.3
7.30 psf
Yes
NCTL-210-1980-12.3,4,5,6
Single
Maximum Panel Size: 3'0" x 8"0 -
Anchor Detail-MA-FL0133-05
XX
I/S
Opaque
6'0" x 8'0"
+48.3!48.3
2.86 psf
Yes
NCTL-210.1480-1.2.3.4,5,6
Double
Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0" x 8'0"
Anchor Detail-MA-FL0133-05
XX
O/S
Opaque
6'0" x 8'0"
+48.3/48.3
7.30 psf
Yes
NCTL-210-1930-1.2.3,4,5,6
Double
Maximum Panel Size: 3'0" x 8'0"/Sidelite: 3'0`A 8'0"
Anchor Detail-MA-FL0133-05
XOiOX
i/S
Opaque Door
6'0" x 8'0"
-+-48.3/48.3
2.86 psf
Door -Yes
NCTL 210-1980-1,2,3,4,5,6
Single w/Sidelite
Glazed Sidelite
Sidelite-No
Maximum Panel Size: 3'0" x 8'0'7Sidelite: 3'0" x 8'0"
Anchor Detail-MA-FL0133-05
XO'OX
O/S
Opaque Door
6'0" x 8'0"
+48,3/48.3
7.30 psf
Door -Yes
NCTL-210-1980-1,3.4,5,6
Single w!Sidelites
Glazed Sidelite
Sidelite-No
Maximum Panel Size: 3'0" x 8'0" /Sidelite: 3'0" x 8'0"
Anchor Detail-MA-FL0133-05
OXO
iIS
Opaque Door
9'0" x 8'0"
+48.3£48.3
2.86 psf
Door -Yes
NCTL-210-1980-12,3.4.5.6
Single w/Sidelites
Glazed Sidelites
Sidelites-No
Maximum Panel Size: 3'0" x 8'0-/Sidelite 3'0" x 8'0"
Anchor Detail-MA-FL0133-05
OXO
O/S
Opaque Door
9'0" x 8'0"
+48.3/48.3
7.30 psf
Door -Yes
NCTL-210-1980-1.23,4,5,6
Single wlSidelites
Glazed Sidelites
Sidelites-No
Maximum Panel Size: 3'0" x 8'0";Sidelite: 3'0-'x UT
Anchar iktail-MA-FL0133-05
OXXO
I/S
Opaque Doors
12'4" x 810"
+48.3/-48.3
2.86 psf
Doors -Yes
NCTL-210-1980-1,23.4,5,6
Double w/Sidelites
Glazed Sidelites
Sidelites-No
Madmu°t Panel Size: 3 0 x 8=0-£Sidetiw. 3"0" x 8'0 -
Anchor Detail-MA-FL0133-W
OXXO
O!S
Opaque Doors
12'4" x 8'0"
+48.3/-48.3 I
7.30 psf
Doors -Yes
NCTL -210-1980-12.3.4,3.6
Double w£Sidelites
Glazed Sidelites
Sidelites-No
Maximum Panel Size: 3'0" x 8'0'7Sidelite: 3'0" x 8'0"'
Anchor Detail-MA-FL0133-0i
National Accreditation & Management Institute, Ine./4794 George Washington Memorial Highway/Hayes, VA 3072
Tel: (804) 684-5124/Fax: (804) 684-5122
i
r,
NAMI AUTHORIZED SIGNATURE:
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: N1006115-113 Page 5
1955 Powis Road Certification Date: 07/29/2005
West Chicago, IL 60185 Expiration Date: 12/31/2014
Revision Date: 11/19/2010
Product: Metal -Edge Steel Glazed Inswing or Outswwing Door w/ and w/o Non -Impact Rated Sidelites (w/Wood Frame unless noted)
Specifications Tested To: TAS 202-94/ASTM E330
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 72
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
Inswing
Glazed
Structural
Water
Missile
Test Report Number
Configuration
or
or
Maximum
Design
Test
Impact
Drawing Number &
Outswing
Opaque
Size
Pressure
Pressure
Rated
Comments
X
US
Glazed
3'0" x 61"
+50.51-50.5
2.86 psf
No
NCTL-210-1897-12,3,4,5,6
Single
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0134-05
X
O/S
Glazed
3'0" x 6'8"
+50.51-50.5
7.60 psf
No
NCTL-210-1897-1.2 1,4,5.6
Single
Maximum Panel Size: 3'0- x 6'8"
Anchor Detail -MA -171-0 134-05
XX
115
Glazed
6'0-' x 6'8"
+50,5/-50.5
2.86 psf
No
NCTL-210-1897-1,23.4.5.6
Double
Maximum Panel Size: 3'0" x 6'8"
Anchor detail -NLA -171-013=4-05
XX
O'S
Glazed
6'0" x 6'8"
+50.51-50,5
7.60 psf
No
NCTL 210-1897-1,2,3.4,5.6
Double
Maximum Panel Size: 3'0",\ 6'8' -
Anchor Detail-MA-FL0134-05
XO/OX
I/S
Glazed Door
6'0" x 6'8"
+50.51-50.5
2.86 psf
Door -No
NCTL-210-1897-12.3,4.5.6
Single w/Sidelite
Glazed Sidelite
Sidelite-No
MA-WLol l5116/17/18r19/20;21-02
Maximum Panel Size: 3'0- x 6'8"
Anchor Detail-MA-FL0134-05
XO!OX
O'S
Glazed Door
6'0" x 6'8"
+50.5/-50.5
7.60 psf
Door -No
NCTL-210-1897-1,2,3,4,5.6
Single w/Sidelites
Glazed Sidelite
Sidelite-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail -MA -r1_0134-05
OXO
I/S
Glazed Door
9'0" x 6'8"
+50.5.!-50.5
2.86 psf
Door -No
`CTL -210-1397-1.2,3,4,5.6
Single w/Sidelites
Glazed Sidelites
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0134-05
OXO
O/S
Glazed Door
9'0" x 6'8"
X50.5/-50.5
_
7.60 psf
Door -No
N01-210-1897-1.23,4,5.6
Single w'Sidelites
Glazed Sidelites
I
Sidelites-No
Maximum Panel Size: 3.0" x 6'8"
Anchor Detail-MA-FL0134-05
OXXO
VS
Glazed Doors
12'6" x 6'8"
+50.5--50.5
2.86 psf
Doors -No
NCTL: 210-1897-1.2.;.4.5.6
Double w/Sidelites
Glazed Sidelites
Sidelites-No
Maximum Panel Size: 3'0" x 6'8"
Anchor Detail-MA-FL0134-01
OXXO
O/S
Glazed Doors
12'6' x 6'8'-
+50.5:'-50.5
7.60 psf
Doors -No
NCTL-210-1597-12.3,4.5.6
Double w; Sidelites
Glazed Sidelites
Sidelites-No
:Maximum Panel Size. 3'0" x 6'8"
Anchor Detail -NIA -F1.0134-05
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 72
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
NOTICE OF PRODUCT CERTIFICATION
Company: Masonite International Corporation Certification No.: N1006115-143 Page 6
1955 Powis Road Certification Date: 07/29/2005
West Chicago, Il. 60185 Expiration Date: 12t3l/2014
Rtwision Date: 11/19/2010
Product: Metal -Edge Steel Glazed Inswing or Outswing Door w/ and w/o Non -Impact Rated Sidelites (w/Wood Frame unless noted)
Specifications Tested To: TAS 202-94/ASTM E330
The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAM I's Certified Product Listing at www.Namicertilication.com. NAM I's Certification Program is accredited by The American National Standards Institute (ANSI).
Configuration
Inswing
or
Outswing
Glazed
or
Opaque
Maximum
Sze
Structural
Test
Pressure
Water
Test
Pressure
Missile
impact
Rated
Test Report Number
Drawing Number &
Comments
X
Single
Its
Glazed
3'0" x 8'0"
+43/45
2.86 psf
No
NCTL-210-1887-7.8,9,10,11,12
Maximum Panel Size: 3'0" x 8'0"
Anchor Detail-MA-FL0135-05
X
Single
OS
Glazed
3'0" x 8'0"
X43-45
6.48 psf
I
No
NCTL: 210-1887-7,89.10,11.12
Maximum Panel Size: 3'0" x 8'0"
Anchor flail -NIA -1`1.0135-0S
XX
Double
I/S
Glazed
6'0"x8'0"
+43/45
2,86 psf
No
NCTL:210-1887-7,8,9,10,11,12
Maximum Panel Size: 3'0" x 8'0"
Anchor Detail-MA41_0135-05
XX
Double
O!S
Glazed
6'0" x 8'0"
+43/45
6.48 psf
No
NCTL-210-1887-7,8,9,10,11,12
Maximum Panel Size: 3'0" x 8'0 -
Anchor Detail-MA-FL0135-05
National Accreditation & Management Institute, IncJ4794 George Washington Memorial i- lighway/llayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
1
NAMI AUTHORIZED SIGNATURE:
SIDE -HINGED METAL -EDGE STEEL DOOR UNIT
6'-B" DOUBLE DOOR WITH / WITHOUT SIDELITES
GENERAL NOTES
I. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REOU!REMENTS AS DETERMINED BY ASCE 7. MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HJRRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAOUE PANELS, BUT IS REQUIRED ON GLAZED SIDELITES.
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING OF LITE FRAME MATERIAL:
TFST RFCCRIPTInN nFGIGNGTHIN RFSIII T
SELF IGNITION TEMP
ASTM 01929
740 'F > 650 'F
RATE OF BURN+NG
ASTM 0635
0.77 IN MIN
SMOKE DENSITY ~
ASTM 02843
13.49,
TENSILE STRENGTH*
ASTM 0636
1 7.50% DIFF
UUMYAKAIIYt ItNJILt WKLPffiln Ar ILK MAIFILKINU
4500 HOURS XENON ARC METHOD 1
TABLE OF CONTENTS
SHEET # _ DESCRIPTION
I TYPICAL ELEVATIONS & GENERAL NOTES
2 ANCHORING LOCATIONS & DETAILS
3 ANCHORING LOCATIONS & DETAILS
If
Bf.'�
Ll�a
149" MAX. OVERALL FRAME VADTH
21" MAX 36.375" MAX.
j— D.L.O. -- �-- PANEL
ASTRAGAL FRAME DTH
i
® ® ® m
q� N
co
t at
Q
r-0 . DOQE UNIT W/SIDEUTES
SINGLE DOOR UNIT SINGLE DOOR qw
WITH SIDELRE WITH_sIQE II,�T '
SIN-GUE DOOR UNIT W/SIDELITES
13-17.10
KURT BALTHAZOR
FLORIDA P.E.
#56533
6` SEE DETAIL6`
.E. 3" — —
3` —I 3"z -
C
SEE DETAIL
"C"
3` —1 F
6"V
#8 x 2-1/2" #10 x 2" #8 x 2-1/2"
#10 x 3/4"
iii #8 x 2-1/2" #9 x 3/4"
0 #10 x 3/4" #9 x 3/4"
110 x 2" OETA1 E" ASTRAGAL
DETAIL "C" ATTACH ASTRAGAL RETAINER BOLT
DETAIL "DSTRIKE PLATE TO FRAME
AS SH0WN.
1.375,
t
INSWING THRESHOLD
C.962" { ..
T
OUTSWING THRESHOLD
AkudmtoNAidl
CtOMIk- Al J -S--'i23
SEE DETAIL
C.
6
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
6i;�FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
DOW 99s
OR FC UAL�
ALUM. SIELL ON BUTYL WAL'FJt
/ #a x I—i/z' IFNs
DOW 999
OR E3UA-
EXTERIOR
11VETEFOO
TYPICAL
GLAZING CFTAF!
M7/25/05
OF
SEE DETAIL
"C" SHT. 2
ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
3EING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED N SHIM SPACE AT EACH ANCHOR
LOCATION.
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1-1/2" MINIMUM EMBEDMENT. TF -E TAPCON MUSI ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4".
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURF.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
1—
t
3.—
f V
3" � 3{
I II
N
N
U
�
a SEE DETAIL
"D" SHT. 2
I
J
4
w
{
W
O
o
_
a G
�
1
}
3•
C _
6"
f V
3" � 3{
I II
t I
6" G"
II I
W
C
a
o
_
u, B
HARDWARE SCHEDULL
1. KWIKSEf SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
(SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5-1/2" CENTERLINE.
12. I4" X 4" FULL MORTISE BUTT HINGES
Lo
CL 00
a o
o 0C
"S v) Q
Ca
Q
? Q T
ti U)U
Lu
� I-lJ
iso" � 7.25" .. m a <_
MIN 0.25" MIN ' ° ° 4 0 25"
_ MAX MAX
SHIM SHIM
C
oA N Nal wrc 7 25/09
L CL --I i_ SCALE N.T.S.
Dwc. er: SIMS
cmc sr.
TYPICAL WOOD BUCK TYPICAL MASONRY mac -F
ANCHOR INSTALLATION ANCHOR INSTALLATION OWG-tdA-fL0734
SHEET 3 O 3
MIAMI-QAiDE &&AMI -DADS COUNTY
M RODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
DEPARTMENT Or REGULATORY AND ECONOMIC RESOURC ' ) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION 786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE OA www.miamidade.eav/economv
Doralum Corporation Li
7040 N. W. 77 Terrace
Medley, FL 33166
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 RER 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. RER reserves the right to revoke
this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material
fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
,including the High Velocity Hurricane Zone.
DESCRIPTION: Series "100" Aluminum Out swing Doors whvo Sidelites - Impact
- APPROVAL DOCUMENT: Drawing No.W13-03, Rev A, titled "Series 100 Alum Swing Door %v/ Sidelites",
sheets 1 through 10 of 10 (inclusive 3.1), prepared by Al Farooq Corp., dated 01-30-13 and last revised on JUN 25,
2013, signed and sealed by Javad Alimad, P.E., bearing the Miami -Dade County Product Control Approval stamp
with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
Limitations:
I . See DP tables for X or XX in sheet 1 Door Nv/ sidelites (iv/wo reinforcement) in sheet 33.1. See Single sidelite
(standalone) DP capacity in sheet 3.
2. See allowable mulled configuration in sheet 31.1, not to exceed (5) panels w/ max hvo mulled sidelites.
3. Max door leaf width mulled with sidelites in sheet 33.1, shall not exceed = 36-7/8". See active panel 4 -paint
locking or active panel dead lock R,/ manual bolts option in sheet 4. •
4. Glass lites wider than 36" shall have two setting blocks per FBC requirements. • • • • • • • •
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logog eqp state aAd Arils
and following statement: "Miami -Dade County Product Control Approved", noted herein. • • • • • • •
RENEWAL of this NOA shall be considered after a renewal application has been filed andvere.has bde%nd.
change in the applicable building code negatively affecting the performance of this produc ,,
see* • • •
• • •
TERMINATION of this NOA will occur after the expiration date or if there has been a nwisliera or cha$ge3rathe
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endtxspInt of any •
product, for sales, advertising or any other purposes shall automatically terminate this NO/t. Failure to tbjtj)116v•with
any section of this NOA shall be cause for termination and removal of NOA. '
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and fQlJQtiived by
the expiration date may be displayed in advertising Iiterature. 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 distribu�rs and
shall be available for inspection at the job site at the request of the Building Official.
This NOA consists of this page 1 and evidence pages E-1, as well as approval document mentioned above
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
NOA No. 13-0219.07
Expiration Date: July 04, 2018
Approval Date: July 04, 2013
Page 1
. Doralum Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W 13-03, Rev A, titled "Series 1.00 Alum Swing Door w/ Sidelites", sheets 1
through 10 of 10 (inclusive 3. 1), prepared by At Farooq Corp., dated 01-30-13 and last
revised on JUN 25, 2013, signed and sealed by Javad Ahmad, P.E.
_ B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94
Along with installation diagram of an outswing doors w/ sidelites prepared by Fenestration
Testing Laboratory Inc, dated January 14, 2013, Test Report No 7086 (FTL-12087), signed
and sealed by Marlin D. Brinson, P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
- prepared by Al Farooq Corporation, dated 02/11/13, 05/20/13 and last revised on JUN
25, 2013, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME- 13 00-02 & -04
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
I. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co. Inc.
for their "DuPont Sentry Glass ® interlayer" expiring on 01/14/17. •
2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNea'holus & Q.dnc.
.'
for their "DuPont Butacite Q PVB interlayer", expiring on 12 A4. ° •
°
3. Notice of Acceptance No. 12-1231.10 issued to Eastman CherntM• Bmpany, ('Former
Solutia Inc.) for "Saflex color & clear interlayer", expiring on WIN °° °
°
Soso s 00
.....
°°°°°: • •
°°°o.
...
F. STATEMENTS. . ...
......
- 1. Statement letter of conformance and letter of no financial interest, pVWod by Al-Farooq
• 0
Corporation, dated 01/25/13, signed and sealed by Javad Ahmad, ?.E. ° '0 0 0°
000600 °°°°°
2. Lab compliance as part of the above referenced test report.•
• • • • •
as S 0000
S o
0000
G. OTHER
1. Test proposal, dated 08/21/12 approved by Jaime D. Gascon, P.E.
1 q L Chanda, P.E.
Product Control Exam -bier
NOA No. 13-0219.07
Expiration Date: July 04, 2018
Approval Date: July 04, 2013
E -I
I . I
39 5/8" MAX.
76" MAX.
FRAME LEAF
WIDTH WIDTH
DOOR FRAME WIDTH
39-5/8'136-7/8"1
98" 88.0 • 8pp• •
DOOR FRAME WIDTH
4" MAX.
EAO/SILL
MAX.
HEAD
• 78°
4" MAX.
HEAD/SILL
_
AO
:ORNERS
\_J i SILL
drowing no.
W13-03
CORNERS
o'er
I) ANCHORS
T STILES END
SURFACE APPLIED
FALSE MUNTINS
MAY BE USED
/ \II
I
C jdi _ i D C // E\
/ POINT i / DEAD BOLT •/� I I \
LOCK OPTION
LOCK OPTION
jSEE SHEET 4� wy , SEE SHEET 4
I
ACTIVE \I ACTIVE . L/ �t[JACTNE
i
B e t1.
HEAD a
D.L. OPG. a O.LZ OPG. SILL
36 7/8" 36 7/8" (6) ANORS
STILE END
LEAF WIDTH LEAF WIDTH AT 3" O.C.
TYPICAL ELEVATION TYPICAL ELEVATION
( X) ( XX )
DOOR OPTIONS
TARLP I TARLY, 2
DOORS LOAD CAPACITY - PSP
SINGLE DOORS (X)
DOOR DIMS, LAMINATED GLASS
FRAME LEAF
WIDTH WIDTH
FRAME EXT.(+) INT.(-)
HEM#ff
39-5/8'136-7/8"1
98" 88.0 • 8pp• •
• • • • •
• • • • • • •
NOTE: • • • • • • • • •
COMPLIANCLS WITH R:RES! R@QUIRE��M�LRV�T�q*•"BE F&"EWED BY
BLDG. OF.ISIIQ. PjP. i��it:AApft • • • • •
NOTE:
FLUSH BOLTS AND L'O,O)t9 MUST BE
• • •
ENGAGED T. HEW WJ SILL IN `NG •
ODS OF AVARNING
NOTE: • • • • • • • • • •
GLASS CAPACITIES ON THIS SHEET ARE • • • • • • • • • •
BASED ON ASTM E1300-04 (3 SEC. GUTS) : • : • • • • • 0.0 • • •
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT OCA05-DEC-219
DOORS LOAD CAPACITY - PSE
DOUBLE (XX)
DOOR DIMS. LAMINATED GLASS
FRAME
LEAF j FRAME EXT.(+)
INT.(-)
WIDTH
WIDTH HEIGHT
� a
p
}`
I,
• 78°
13-7/8° 98° 65.0
1 80.0
••• • • •
• ••• • •
• • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
J
w
DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT.
0
FLA. PE B 70592
CAX 38
^p
� a
p
}`
I,
DOOR LEAF HEIGHT - FRAME HEIGHT - 2.250" i
0.1
z
� p
drowing no.
W13-03
0U v
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS
ti 'o
_
Fi�Ha
>
00IL
�rc8
sheet 1 of 10
r t N
A1fMN r Z8
a u�f;4�. G
6UaalAadePraiost
? a 2
0 ^ to
J
w
DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
FLA. PE B 70592
CAX 38
c
ra
� a
p
}`
I,
DOOR LEAF HEIGHT - FRAME HEIGHT - 2.250" i
cti 5
z
SERIES 100 ._ALUMINU,_�FNCj_DOOR W/ SIDELITES
drowing no.
W13-03
F
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS
O.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20')/2
WITH OR WITHOUT SIDELITES.
sheet 1 of 10
r t N
SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR.
„�
SEE TABLES 1 & 2 FOR SINGLE OR DOUBLE LEAF DOORS CAPACITIES
0 ^ to
ON SHEET 1.
3
SEE TABLE 3 FOR STATIONARY PANEL (0) CAPACITY ON SHEET 3.
$
-
j z
SEE TABLE 4 FOR SIDEUTE AND SIDEUTE MULLION CAPACITY ON
_.
SHEET 4.
THE LOWEST VALUE FROM DOOR CAPACITY TABLES OR MULLION
S ^ ci
CAPACITY TABLE WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
IBY OR 213Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.ANCHORING
E-11
OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILSARE
NOT PART OF THIS APPROVALA
LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.MATERIALS
INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT COME INTOCONTACT
WITH OTHER DISSIMILAR MATERIA S SHALL MEET THE REQUIREMENTSOF
CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4.
q
ErgLr: JAVAD AHAfAD
CAB.
�o
FLA. PE B 70592
CAX 38
� a
p
}`
I,
DOOR LEAF HEIGHT - FRAME HEIGHT - 2.250" i
cti 5
DOOR LEAF WIDTH (X DOORS} =FRAME WIDTH - 2.750"
DOOR LEAF WIDTH (XX DOORS) o (FRAME WIDTH - 2.250")/2 / /�
D.LO. HEIGHT - FRAME HEIGHT - 12.250"
2ti1
drowing no.
W13-03
O.L.O. WIDTH (X DOORS) = FRAME WIDTH - 11.625" JUS
O.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 20')/2
sheet 1 of 10
n(4)4CHORS `
4CHORS
ILLION ENDS
FbrI43Sv! EfS as nBwGhtOa
TYPICAL
ELEVATION
41 3/4" 76" 41 3/4" 41 3/4"
NOAr c a
Mbl•Ipot actC TM
( OXXOO )
SIDELITE WIDTH DOOR FRAME VADTH SIDEUTE WIDTH SIDELITE WIDTH
_(4) A
Ai M
4" MAX.
HEAD/SILL
ORNEA
6° 6"
3" x_66 3—" 3'
A"I
•
• • •
\ J I
• •
• •
$1*LIT$
,•.•.,
4PTIONS
• ••
• •
• •
••• •
•• •••
••
•
• • ••
ENr.. JAVAD AHMAD
CIVIL
GLASS D.L.O. DIMS.
F
13 0592
• • • •
•
• •
00:
• •
D.L.O. HEIGHT (HIGH PROFILE SIDELTTE) FRAME HEIGHT — 14.375"
C.AN
• •
• •
•
• • • •
DZO. WIDTH (LOW PROFILE SIDEUTE) - FRAME WIDTH - 4.50"
H
J
•
• • • •
D.L.O. MOTH (SIDEUTE) - FRAME WIDTH - 4.875"
.
•
K
• •
.. .
• • •
D.L.O. HEIGHT (DOOR) FRAME HEIGIiT - 12.250"
• •
I
•
• • •
D.L.O. MOTH (X DOORS) - FRAME WIDTH - 11.625'
1qq
ZO1J
D.L.O. MOTH (XX DOORS) _ (FRAME WIDTH - 20")/2
O
\
I
I—
\
I I
IL
_
ACTIVE ,—�1
�Q4ACTIVE
—
G 1,
�ql
—�./ ` �___
I —L(6)
'MAX.
HEAD
SILL
38 5/8"
ANCHORS
28"
38 1/4"
38 1/2"
D L OPG
4CHORS
ILLION ENDS
O.L. OPG. D.L. OPG.
AT STILE END
AT 3" O.C. SURFACE APPLIED .
(4) ANCHORS FALSE MUNTINS _ Hl—PROFILE SIDEUTE
AT MULLION ENDS MAY BE USED TOP & BOTTOMFRAME
TOP & BOTTOM FRAME
FbrI43Sv! EfS as nBwGhtOa
TYPICAL
ELEVATION
NOAr c a
Mbl•Ipot actC TM
( OXXOO )
(SEE INSTRUCTIONS IN SHEET 3 TO
O.L. OPG. D.L. OPG.
AT STILE END
AT 3" O.C. SURFACE APPLIED .
(4) ANCHORS FALSE MUNTINS _ Hl—PROFILE SIDEUTE
AT MULLION ENDS MAY BE USED TOP & BOTTOMFRAME
TOP & BOTTOM FRAME
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
M
Q
O ;;o U
Q
O� a
OgQ�8
LLZN��
� N
Z
Ow
U
LL
O C
$ pnMn
� U M
n o
e�
S
S � 5
drown— g
W13 -Q3
sheet 2 of 10
TYPICAL
ELEVATION
( OXXOO )
(SEE INSTRUCTIONS IN SHEET 3 TO
NOTES:
DETERMINE ENTIRE ASSEMBLY DESIGN LOAD RATING 1. DOORS ARE VIEWED FROM OUTSIDE.
• • • • •
• •
•
• • •
2. FRENCH DOORS WRHOUT WSECT SCREENS.
• •
• •
$1*LIT$
,•.•.,
4PTIONS
• ••
• •
• •
••• •
•• •••
••
•
• • ••
ENr.. JAVAD AHMAD
CIVIL
GLASS D.L.O. DIMS.
F
13 0592
• • • •
•
• •
00:
• •
D.L.O. HEIGHT (HIGH PROFILE SIDELTTE) FRAME HEIGHT — 14.375"
C.AN
• •
• •
•
• • • •
DZO. WIDTH (LOW PROFILE SIDEUTE) - FRAME WIDTH - 4.50"
• • • •
•
•
• • • •
D.L.O. MOTH (SIDEUTE) - FRAME WIDTH - 4.875"
.
•
• •
.. .
• • •
D.L.O. HEIGHT (DOOR) FRAME HEIGIiT - 12.250"
• •
• • •
•
• • •
D.L.O. MOTH (X DOORS) - FRAME WIDTH - 11.625'
1qq
ZO1J
D.L.O. MOTH (XX DOORS) _ (FRAME WIDTH - 20")/2
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
M
Q
O ;;o U
Q
O� a
OgQ�8
LLZN��
� N
Z
Ow
U
LL
O C
$ pnMn
� U M
n o
e�
S
S � 5
drown— g
W13 -Q3
sheet 2 of 10
TABLE 3
DESIGN LOAD CAPACITY - PSF
FRAME
WIDTH
INCHES
FRAME
HEIGHT
INCHES
STATIONARY
PANEL (0)
EXT.(+) WT.(-)
41 3/4
42
45
48
82 1/2
65.0 80.0
64.6 79.5
60.3 74.2
56.5 69.6
41 3/4
42
45
48
84
65.0 80.0
64.6 79.5
60.3 74.2
56.5 69,6
41 3/4
42
45
90
65.0 80.0
64.6 79.5
60.3 74.2
41 3/4
96
65.0 80.0
64.6 79.5
al,7,
98
65.0 80.0
83.5 78.1
42 3/4"
HIGH PROFILE SIDELITE
�. FRAME WIDTH__
... . • • • ••• • .
. • • • . •
••
. . .. . . . .
. •• •• . . . •• ••
... . . . ... . .
LOW PROFILE SIDELITE
V �U
M
Z ODi
0�
D.
a
G: O � O
2 O .
06
V c m
W M
0 (L 't
ON01�I
O
> N:
J 1s co
} v
� a
z gl
0H
o�
t0 N
On 1 "�
� U n r7 I
gz�
0�
Dog
bBDvwcd as cme9h�++4 wiM
Nate
NOAH
D11aeHlDadePNalncl Hmlra!
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS).
EHpr. JAVAO AiHMND
C m
m °
' g
�
TYPICAL ELEVATIONS
c '
drove ng no.
(0)
••
•••
• •
•
• •
••
•
••
• •
• •
•••
•
••
•••
••
•
• •
••
•
•••
•
•••
•
•
•••
•
•
•
•
• •
•
• •
• •
•
•
• ••
•
•
... . • • • ••• • .
. • • • . •
••
. . .. . . . .
. •• •• . . . •• ••
... . . . ... . .
LOW PROFILE SIDELITE
V �U
M
Z ODi
0�
D.
a
G: O � O
2 O .
06
V c m
W M
0 (L 't
ON01�I
O
> N:
J 1s co
} v
� a
z gl
0H
o�
t0 N
On 1 "�
� U n r7 I
gz�
0�
Dog
bBDvwcd as cme9h�++4 wiM
Nate
NOAH
D11aeHlDadePNalncl Hmlra!
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS).
EHpr. JAVAO AiHMND
C m
m °
' g
�
FlA 13E�/4 76592
c '
drove ng no.
W13-03
JU Z 5 2013
sheet 3 or 3o
TAHI,F. 4
( OXX) ( OXXO) SIDEUTE ( X%00) STILE ENO ~'
( %XO MULLION ANCHOR �J (OOXX SEE ANCHOR
S SHEET 1 U n M n
SEE SHEET 2 �*
SIDELITE 76' MAX. SIDEUTE SIDELITE
24 B0.0 65.0 80.0 65.0 75.5 65.0 _80.0
(X) JR1 BS.O 70.8 85.0 89.0 85.0 89.5 65.0 80.0
38 59.9 58.9 BS.O 80.0 84.8 64.6 65.0 80.0
a1 -3/a s2.6 sz.e 6s.o 7a.7 69a eo.7 65.0 so.o
as iro 1x110
MULLION/SIDELITE DESIGN LOAD CAPACITY - PSF
SIDELITE
WIDTH
SIDELITE
WIDTH
SIDELITE
DOOR
39 5/8'
MAX.
DOOFRAMERW.
SIDELITE
TO
SIDELITE
SIDELITE
WIDTH
SIDELCPE
►'t
TO DOOR
s
FRAME
HEIGHT
FRAME
WIDTH
H
SIDELITE
WIDTH
/ W 0 REINF.
WITH REINF.
W/O REINF.
WITH REINF.
INCHES
INCHES
INCHES
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
••
C
24
65.0
80.0
65.0
80.0
65.0
80.0
65.0
60.0
iii/iii
30
65.0
80.0
65.0
80.0
65.0
80.0
65.0
80.0
IL
0
IL
36
65.0
80.0
65.0
80.0
65.0
80.0
65.0
80.0
82 1/2
39 5/8' (X)
76' ()
41-3/4
BS.O
80.0
85.0
80.0
65.0
80.0
65.0
80.0
64.6
-60
79.5
64.6
79.8
79.5
a
79.5
\
42
\
45
3
74.2
60.3
1 74.2
_64.6
60.3
74.2
__64.6
60.3
74.2
W
48
56.5
69.8
1 56.5
69.6
58.5
69.8
1 56.5
69.6
2. SELECT SIDELITE AND SIDELITE MULLION CAPACITY FROM
24
65.0
80.0
65.0
80.0
65.0
80.0
65.0
80.0
65.0
80.0
65.0
80.0
65.0
80.0
65.0
80.0
30
84
39 5/B' (X}
78. (r)
'
41-3/4
42
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
65.0
65.0
80.0
80.0
64.6
79.5
64.6
79.5
64.8
79.5
64.6
79.5
( XOX)
45
60.3
74.2
60.3
74.2
60.3
74.2
60.3
74.2
00X)
48
56.5
69.6
56.5
69.6
56.5
69.6
56.5
69.6
24
65.0
80.0
65.0
80.0
65.0
80.0
65.0
80.0
SIDELITE
76" MAX.
30
65.0
80.0
65.0
80.0
65.0
80.0
65.0
80.0
90
39 5/8' (X)
76' (XX)
36
41-3/4
65.0
78.1
65.0
80.0
65.0
80.0
65.0
80.0
85.0 B9.0 65.0 80.0 65.0 79.5 65.0
80.0
Q_ v
Q6ert
42
64.6
68.6
64.6
79.5
64.6
78.6
64.6
79.5
60.3
64.9
60.3
74.2
60.3
74.2
60.3
74.2
45
24
65.0
80.0
65.0
80.0
65._0
80.0
65.0
80.0
96
39 5/8' (X)
76 (X>n
30
41-3/4
65.0
63.8
75.3
63.8
65.0
1 65.0
80.0 1
80.0
65.0 -
65.0
74.0
68.8
65.0
65.0
80.0
80.0
56.2
56.2
65.0
79.7
65.0
64.7
65.0
80.0
42
55.9
55.9
84.6
79.3
54.6-1
84.5
64.6
79.5
65.0
98
39 5/8'
76' (XX)
( OXX) ( OXXO) SIDEUTE ( X%00) STILE ENO ~'
( %XO MULLION ANCHOR �J (OOXX SEE ANCHOR
S SHEET 1 U n M n
SEE SHEET 2 �*
SIDELITE 76' MAX. SIDEUTE SIDELITE
24 B0.0 65.0 80.0 65.0 75.5 65.0 _80.0
(X) JR1 BS.O 70.8 85.0 89.0 85.0 89.5 65.0 80.0
38 59.9 58.9 BS.O 80.0 84.8 64.6 65.0 80.0
a1 -3/a s2.6 sz.e 6s.o 7a.7 69a eo.7 65.0 so.o
as iro 1x110
39 5/8"
MAX.
DOOFRAMERNl.
SIDELITE
WIDTH
SIDELITE
WIDTH
39 5/8"
MAX.
I FRAMERW.
SIDELITE
WIDTH
39 5/8'
MAX.
DOOFRAMERW.
SIDELITE
WIDTH
SIDELITE
I WIDTH
39 5/8"
MAX.
FAME W.
SIDELITE
WIDTH
39 5/8"
MAX.
FRAMERW.
►'t
U
M
s
O �
/
r
/
/
\
0Dc
ZJ
••
••
\ E
/
••
C
•••
\
/
K
K
•
•
INSTRUCTIONS:
iii/iii
'�i
1
'0i
USE CHARTS AS FOLLOWS.
IL
0
IL
"
%i
'�i�
O
m
\ J
\ J
\ J
K
H
\ J
a
\
\
\
\
0 n
TABLES 1 OR 2 ON SHEET 1.
W
2. SELECT SIDELITE AND SIDELITE MULLION CAPACITY FROM
TABLE 4.
3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY
0 Ci g
( XO)
( OXO)
TO ENTIRE SYSTEM.
(X00)
( XOX)
0
OX
4 SELECT LOCK OPTION AND CORRESPONDING
a mtVd !
(
00X)
NCO
pC
SIDELITE
76" MAX.
SIDELITE
76' MAX.
SIDELITE
SIDELITE
SIDELITE
76' MAX.
WIDTH
DOOR FRAME W.
WIDTH
DOR FRAME W.
YBDTH
WIDTH
WIDTH DOOR FRAME IV.mV
Q_ v
Q6ert
( OXX) ( OXXO) SIDEUTE ( X%00) STILE ENO ~'
( %XO MULLION ANCHOR �J (OOXX SEE ANCHOR
S SHEET 1 U n M n
SEE SHEET 2 �*
SIDELITE 76' MAX. SIDEUTE SIDELITE
24 B0.0 65.0 80.0 65.0 75.5 65.0 _80.0
(X) JR1 BS.O 70.8 85.0 89.0 85.0 89.5 65.0 80.0
38 59.9 58.9 BS.O 80.0 84.8 64.6 65.0 80.0
a1 -3/a s2.6 sz.e 6s.o 7a.7 69a eo.7 65.0 so.o
as iro 1x110
DOOR
FRAME W.
WIDTH
WIDTH
•
•
Z
O La
s
O �
( OXX) ( OXXO) SIDEUTE ( X%00) STILE ENO ~'
( %XO MULLION ANCHOR �J (OOXX SEE ANCHOR
S SHEET 1 U n M n
SEE SHEET 2 �*
SIDELITE 76' MAX. SIDEUTE SIDELITE
24 B0.0 65.0 80.0 65.0 75.5 65.0 _80.0
(X) JR1 BS.O 70.8 85.0 89.0 85.0 89.5 65.0 80.0
38 59.9 58.9 BS.O 80.0 84.8 64.6 65.0 80.0
a1 -3/a s2.6 sz.e 6s.o 7a.7 69a eo.7 65.0 so.o
as iro 1x110
DOOR
FRAME W.
WIDTH
WIDTH
•
•
•
••
••
\ E
/
••
••
•••
\
/
K
•••
•
•
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
1 SELECT SINGLE OR DOUBLE DOORS CAPACITY FROM
TABLES 1 OR 2 ON SHEET 1.
W
2. SELECT SIDELITE AND SIDELITE MULLION CAPACITY FROM
TABLE 4.
3. LOWER VALUES FROM STEPS 1 OR 2 WILL APPLY
TO ENTIRE SYSTEM.
4 SELECT LOCK OPTION AND CORRESPONDING
a mtVd !
WIDTH
DOOR
FRAME W.
WIDTH
WIDTH
•
•
•
••
••
\ E
/
••
••
•••
\
/
K
•••
•
•
D n �
O�
c�
m e8
' MAX. DESIGN LOAD FROM SHEET 4. RNZ
Deft -7 ,1 0-00 t 0 XXO 1 W 5 PANELS
nT19a1 .a t „
NOTE °
REINFORCING • • • • • • • • • • • • REINFORCING DY^ ^ f uc:- GLASS CAPACITIES ON THIS SHEET ARE °
AS REOD. • • • • • • • • • AS REDD. l BASED ON ASTM E1300-04 (3 SEC. GUSTS)
O O SEE CHART • • • : (1 •: : : : •: • • O SEE aRART Uj AND FLORIDA BUILDING COMMISSION
o
• DECLARATORY STATEMENT DCA05-DEC-219 M
• •• • • • • •• 1r _
1
En r. JAVAD AHMAD °
CIVIL
FLA. PE 6 70592 o
CAN,3538
• • L $ 7i
s•• 0 i 1 J9 5/&'•(X) i l i i 39 5/8" (X) o
k-- SIOELITE WIDTHSIDELITE 1�DTH • • 7% (XX) • •• • • SIDELITE WIDTH 76' (XX) dr°Wing no.
• • • •DOOR WMR WIDTH • • • D03R FRAME WIDTH JU 1 2013 �f11 j 3-d3
SIDELITE TO SIDELITE WITH DOORS • • • • • • SIDELITE TO DOOR sheat 3,1of 10
•••
•
•
• •
•••
•
•
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
LOCK OPTIONS:
ACTNE LEAF:
SURFACE MOUNT DEAD BOLT LOCK
AT 44-3/4" FROM BOTTOM, KEY OPERATED ON
EXTERIOR AND THUMB TURN ON INTERIOR
FASTENED TO ACTIVE LEAF LOCK STILE WITH
(2) #10-32 X 2" OH MS
(2) 88-32 X 1/2" FH MS
LEVER TYPE METALLIC HANDLE AT 38-3/4" FROM
BOTTOM, FASTENED TO ACTIVE LEAF LOCK STILE
WITH (2) 98-32 X 1-1/4- PH MS.
AND (2) #8-32 X 1/2" FH MS
CONCEALED FLUSH BOLTS BY 'REGENT'
MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE,
LOCATED AT 11-1/2" AND 87-1/2" FROM BOTTOM
FASTENED TO LOCK STILE WITH
®8-32 X 1/2" FH MS (2) SCREWS PER BOLT
INACTIVE LEAF
CONCEALED FLUSH BOLTS BY 'REGENT'
MANUALLY OPERATED LEVERS MOUNTED ON
INSIDE FACE OF LEAF STILE LOCATED AT
11-1/2" AND 67-1/2" FROM BOTTOM
FASTENED TO LOCK STILE WITH
®8-32 X 1/2" FH MS (2) PER BOLT
39 5/8" 7a^
I�
/
acrlvE \
T
ACTNE LEAF:
4 POINT LOCK SYSTEM BY 'INTERLOCK' AT 38-3/4"
FROM BOTTOM
HANDLE ACTIVATES DEAD BOLT AND SHOOT BOLTS
ENGAGING AT HEAD AND SILL
KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR
HANDLE FASTENED TO LOCK STILE WITH
(2) 98-32 X 2" OH MS
CENTER LOCK FASTENED TO LOCK STILE WITH
(2) ®12-24 X 1/4" FH MS
INACTIVE LEAF:
CONCEALED FLUSH BOLTS BY 'REGENT'
MANUALLY OPERATED LEVERS MOUNTED ON
INSIDE FACE OF STILE LOCATED AT
11-1/2" AND 87-1/2" FROM BOTTOM
FASTENEDTO LOCK STILE WITH
#8-32 X 1/2" FH TC MS (2) SCREWS PER BOLT
39 5/8" 76"
HINGES:
3-1/2" X 7-5/8" X .122' THK. EXTRUDED ALUM HINGE
PART #FD -107 BY SULLIVAN do ASSOC.
3 HINGES PER LEAF
AT 9" FROM TOP AND BOTTOM AND AT MIDSPAN
(SPACING NOT TO EXCEED 40" O.C.)
HINGES FASTENED WITH #10 X 1" FH SMS
(5) SCREWS AT HINGE STILE
(6) SCREWS AT FRAME JAMB
3/18" HEAT STREN'D GLASS
3/18" HEAT STREN'D GLASS
3/18" HEAT STREN'0 GLASS
•••
•
•
.090 INTERLAYER
.090 INTERLAYER
.090 INTERLAYER
SAFLEX PVB BY 'SOLUTIA'
BUTACITE PVB BY 'DUPONT'
SENTRYCIAS BY 'DUPONT'
3/18" HEAT STREN'D GLASS 3/18" HEAT STREMO GLASS
3/16" HEAT STREN'D CLASS
• •
•
iILICONE
•
SILICONE
SILICONE
•
••
••
1E 2800
I
GE 2600
it
�
•
•
I
GE 2800
1
• •
g
GE 2800
$ m
• • •
*Maio
\
I
\
I
!
ro • • • •
•••e
ie
/
i
�\,
ACTIVE \
; —
ACTME
;
INACTNE
HINGES:
3-1/2" X 7-5/8" X .122' THK. EXTRUDED ALUM HINGE
PART #FD -107 BY SULLIVAN do ASSOC.
3 HINGES PER LEAF
AT 9" FROM TOP AND BOTTOM AND AT MIDSPAN
(SPACING NOT TO EXCEED 40" O.C.)
HINGES FASTENED WITH #10 X 1" FH SMS
(5) SCREWS AT HINGE STILE
(6) SCREWS AT FRAME JAMB
•••
3/18" HEAT STREN'D GLASS
3/18" HEAT STREN'D GLASS
3/18" HEAT STREN'0 GLASS
•••
•
•
.090 INTERLAYER
.090 INTERLAYER
.090 INTERLAYER
SAFLEX PVB BY 'SOLUTIA'
BUTACITE PVB BY 'DUPONT'
SENTRYCIAS BY 'DUPONT'
3/18" HEAT STREN'D GLASS 3/18" HEAT STREMO GLASS
3/16" HEAT STREN'D CLASS
• •
•
iILICONE
•
SILICONE
SILICONE
•
••
••
1E 2800
SILICONE
GE 2600
GE 2800
SLICONE
•
•
z
GE 2800
• • • • r•SILIC
z • •GE Z�
• •
g
GE 2800
$ m
• • •
*Maio
ro
ro • • • •
•••e
ie
ttl9
i
�\,
i I 1 • • �\, •
• • ' • i
13 20-
`�
i
1 I i
1 I
En91 JAVAD AHHAD
r
I I 1
I : I 1
1
II 1
a: l
I t1 1
CIVIL
FLA PEB 70592
CAN. 38
00 0
.
19 ,
• p • . •
• • •
•
• •
GLASS TYPE 'G I'
• (AES TYPE 'GW •
• 'GLASS TYPE 'G3'
GLAZING DETAIL AT SIDELITE
GLAZING
OPTIONS
00
•••
•
•
• •
•••
•
•
•
• •
•
• •
•
•
• •
•
••
••
•
•
••
••
•••
•
•
••
•••
•
•
lhMtsiWtla
pate-/}c�L3
MOA -7 _ , .
Miam(a ProdacJt oatmyt
N
Z
La
o0
�gm
R a. O w /0 N
Q ~
to
U M
7 �g�g
Af
o I
drawing no
Wt
1/2° MIN.
THROW SOLT
PENETRATION
THr41//2" MIN.
V BOLT
PENETRATION
TYPICAL ANCHORS
-SEE ELEVATIONS
FOR SPACING
Z
11 II
18Y WDOD BUCK
•• ••• • •
EDGE DIST.
SEE NOTE SHEET
1
° 1
22 •
• • •
CONCReLl
• •
EDGE D
I it
•
8 • •
e
Z
o
0�i °n
TYPICAL ANCHORS
•
TYPICAL ANCHORS
SEE ELEVATIONS
•
SEE ELEVATIONS
FOR SPACING
•
FOR SPACING
11 II
•
•• ••• • •
•
• •
••
n II
22 •
• • •
• •
• •
•
I it
•
8 • •
• •
• •
•
0�i °n
•
•
• •
• •
•
• •
•
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
to
o_
• • •
•
•
° CON6RroTE v • • = a •
g
CHOR: •
•
•
•
DIST. SEE • •
"G
•
• •
•• • ••
FTYOPCr
R • • •
• •
• • •
I. I
U r7
3
OPERABLE PANEL
g
•••
•
•
• •
•••
•
•
Z
0
3
ILa
0
p� o
0�i °n
•
•
• •
• •
•
• •
•
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
25Y WOOD DUCK
OR
WOOD STRUCTURE
SEE NOTE SHEET I
EDGE DIST.
77 I
XY
_i
z
0
M O
TYPICAL ANCHORS
WOOD BUCKS AND METAL STRUCTURE NOT BY DORALUM
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
.1/4" DIA, ULTRACON BY 'ELCO' (F-177 KSI, Fyn155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAM8S)
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
DIRECTLY INTO CONC. OR MASONRY
1-3/4" MIN. EMBED INTO CONCRETE (HEAR/SILL)
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
1/4" DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8")
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063 -TS MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE - 3/4" MIN.
CONCRETE AT HEAD, SILL OR JAMBS Pc = 3000 PSI MIN.
C-90 HOLLOW/FELLED BLOCK AT JAMBS Pm = 2000 PSI MIN.
ANCHORS MAY BE HEX OR FLAT HEAD.
METAL
Ua
M
o
'-STRUCTURE
Z
0
3
ILa
0
p� o
0�i °n
Uo M
______ __
_
0 d
jl lJ_Wdl-__DADE COUNTY_ APPROVED I1
0 0
I CUPPED MULLION
I I SEE SEPARATE NOA I I
Q u� 3 ii ip
{L yw-gg
I` ----------I1
---- __
t
I k
to
o_
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
g
Z
Ow
� �
0
-ter
C) 1 M M
I. I
U r7
3
g
AOR
CIVIL
'UF C.A.N. Y 582
DOOR DETAILS 41u,201,
r.30", as wmPl�ytng with tAt
:1Ie7t0it_4__7gf 1"S
Mteta pale Prod�t Conttot
By E.fLet.�
h
t O
drawing no.
W13-03
sheet =10
Do'/2"
LOAD BEARING
SHIM 2 IBY WOOD BUCK
SHIM '-SEE SHEET 1
TYPICAL ANCHORS
SEE Ems' ACTIVE LEAF
FOR SPACING =� �_ " CONCRETE
0 D + OR BLOCK
m zz 10 °s
1a
0
p TYPICAL ANCHORS
SEE PAC sW SFOR SPACING
w - � GGGX777
17
EXTI RIOR
7 a
OPO.
AiETAL,, _.
STRUCTURE 38 7/8" MAX. LOCK OPTIONS
LEAF WIDTH SEE SHEET 4
39 5/8" MAX.
TYPICAL
FOR
DOOR DETAILS I JUN A 2013
0
O
M
O /
J
Q� � a
a �
p� a
OaM�M
OwMQQ�
to
$
J z :5
aW�zOL
2
a�mH
Q I� M
V ^ M V
•r (sG�. /
j17 3y�
O �l rd S
drmvmg no.
W13-03
TYPICAL ANCHORS 18Y 01000 BUCK V
EDGE DIST. SEE ELEVATIONS .EDGE DIST. SEE NOTE SHEET 1 A4� o
R SPACING �Y I
• a • CO
FONCRETE, ° Z._ i
o
aCONCRETELLAO
�- _
OF OF
r0 8 N
I II _ 1 y cl
p1 I I, a OO W
I6
22 np u I I 0 o
14 U 11 4 a � O
n I, ; ' Q twuN1L m
e THREAD 10 X(CUTTING
MACHINE SCREWS
l -® 6" FROM I I
EACH END
f & AT MIOSPAN
28 P TIP. HEAD/SILL I
U I'
_ n
I/2' MAX. µGciit
I LOAD BEARING
13 i IgA SHIM • O O
II t/k" MAX.. 13 2 #
2 F
�
WITH METAL
auJt�
O ; n
If• M
=�
r I EXTERIOR o
13 u I 18A I n 13
36 7/8"
OPG. MAX. LEAF WIDTH �g
39 5/8° (X 0008) YS
4 I SIDELITE VAOTH 76" (XX DOOR) c 6
4
p MAX. DOOR FRAME WIDTH
h t t1 FRAME WIDTH
n
d
TYPICAL }°PArareda taeMlYIIIiWrbk
p i FOR SPACING Dlt BMS I
n NOAtl- a
22 U • • • • • I • • 18 Mkml
• • :Si.• • I • j ` o0 <
4
p • • • w I
• • � � Engr. JAVAD AHAIAO � °
HI-PROFILE LOW PROFILE 'v h CML f
SIDELITE SIOELRESCAN 3636 92 n
• _ ....
• a. a •:• • • ,,,µms •v • • drowi
EOG GIST. \\— , AI. �1CH01 • •v EDGE 1ST. •rwlcAL ANCHORS
W13-03
SEE ELENITION SEE ELEVATIONS SIDELITE DETAILS Al a
SIQEUTE FOR SPACING g0ELI1E FOR SPACING _ JU 2013 sheat 7 of 10
•••
•
•
• •
•••
•
•
•
•
•
• •
•
•
•
•
• •
•
• •
•
• •
•
•
••
••
• •
•
••
••
•••
•
•
•
•••
0
•
I , I
•••
•
•
• •
•••
•
•
V
ITEM �
PART @
REgD.
DESCRIPTION MATERIAL
MANE./SUPPLIER/REMARKS
1
T-51493
1/ODOR
FRAME HEAD 6063 -TB
- -
A7
o
I
• •
2
T-95444
2/ODOR
FRAME JAMB 6063-78
-
M
• •
•
3
4
T-91903
T-51492
7/LEAF
1/LEAF
DOOR TOP RAIL 8067-T6
DOOR BOTTOM RAR 8067-T6
-
-
Z
• 3
JI
5
T-17502
2/ LEAF
WEATHERSTRIP ADAPTER 6063-T6
-
8
SIY-28898
1/DOOR
THRESHOLD -- 8063-T6
-
v
7
T-91920
1/LEAF
HINGE STILE 8063 -TB
-
8
T-51496
t/LEAF
LOCK STILE 6063-T6
-
9
T-17500
AS REQO.
SIDEUTE SLIP ON JAMB
-
10
T-11501
1/CORNER
___6063-6
ASSEMBLY STIFFENER 6063-T6
-
V O
it
FO -107
3/LEAF
BUTT HINGES (.122' 7FIK.) ALUMINUM
SULLIVAN & ASSOC.
Dago
M
S
13
T-11499
AS REOD.
SIDEUTE GLAZING BEAD 6063-T6
-
0
�8 X 2-t/2`
3/ CORNER
14
T-51904
AS RE00.
SIDEUTE BASE ADAPTER 6063-T5
-
tNI3OD
N
15
-
AS REGD.
SIOELITE RONF. CHANNEL 3003-H14
Q W N
78
T-11498
AS REOD.
SCREW CAP (OPTIONAL) 6063 -TS
-
I6A
-
AS REOD.
SCREW CAP (OPTIONAL) 8083 -TS
-
Q W e
17
-
2/LEAF
3/8' X i6 THREADED R00 STEEL
7B - 2/LEAF 3/8' % 18 N1Jf - -
19
-
AS ftE00.
PVC INSERT
20
-
AS REQo.
ULTRAFAB -
-
22
PYl-101
AS REOD.
BULB WEATHERSTRIPPING VINYL
-
23
PB -8400
AS REOD.
PILE SWTH INTEGRAL FIN W'STRIPPDIG -
SCHLEGEL
g
N
24
5025
AS REgO.
FLUSH BOLTS
DELTA IND.
Z
_
25 -
-CP-8711
-
ENTRY IOCKSET
KWIKSET
•Q 0
w
26
®B X 1'
4/ CORNER
ASSEMBLY SCREYlS, FH SELF DRILLING
AT ALL
,a-
p
M
U
r I
i�
C)
SEALANTS:
g
FRAME AND LEAF CORNERS, INSTALLATION SCREWS AT SILL AND ALL
METAL PARTS
CONNECTIONS SEALED WITH CLEAR COLORED SEALANT.
8
o
"? tHtd IAo
PatAvo
hill. 9�-fi-tiJtigjlf 7fC1� C
wad
•• ••• • • • • • ••
• •• • • • • ••• •
• • • • • • • t • • • •
Erqr. JAVAD AHMAD
r
o
CIVIL
FLA. PE
,T5�2
n
CA
�'
drawing no.
'413-03
• • • • • • • • • •
• • • • • • • •• • •
• •• • • • • • •
• ••• • ••
JUN 2 a 2x13
sheet 8_ of 10
•••
•
•
• •
•••
•
•
•
• •
•
• •
•
•
• •
•
••
••
• •
•
••
••
27
�8 X 2-t/2`
3/ CORNER
ASSEMBLY SCREWS, PH SATS
FRAME JOINTS
-
28
SB X 1-i/2°
2/ CORNER
SIDEUTE ASSpdBLY SCRE4lS, FH SELF pRILUNG
-
4.000
.078
V.07U
1.500
2.2-I
1.963
O�
1 FRAME HEAD
.377 5
1.494 L
O WEATHERSTRIP ADAPTER
1.445
.838
.¢ ..
.045
16 SCREW CAP
0.312
888
W-2 t25 Q
2.000n
II
�+
o 5/16" ow I N
m 05 STEEL PIN I 0+
w (D 3.375
I
I Q �
2.000 u
19 ALUMINUM HINGE
a
o
t
m
g i
H w
O
0.
o
V o
C 0 -2
Ca a
Qwo
wy_
j z m Q
Q w
1 1.252 r
.838 045
C3� SIDE LITE GLAZING BEAD
4.895
LL-
14 SIDELITE
2.162
5.638
.078
I
b 1 813
BASE ADAPTER
078
4.000
2.250
-
1.963
1
--`
.078
1.750 .875
I
I-,---4.000- �I
O HINGE STILE
�
g
�'
-�
$
Q w
a.O N
V ' p
Z L
' n
LCV-
I
x1.500-�1
FRAME JAMB
p 1a50y
f
r
Ir .0781
4.0D0
3.500
1.878 Imo-
4 224 -may
1.750
2.139
074.616 _
IM-- -" 4.906 -�
=0:7.,8..,
-.250
.. 1.125
1.540 �-I
.-7
CO TOP RAIL
O LOCK STILE
t0 ASSEMBLY STIFFENER
�PP�'B 0a 04mPt8 With ft
F9N4mtida elmn4 C0s1e
N O
IHlapl UHQe Pludlkt r
1.125
I
.125-
125
3.750 Engr. JAYPD A19MD
CrAL
FLA PE B 70592
CAN. 3578
,6
SIDELITE ALUM REINF. Illmsheet
�'
�
o
n
$
� a
2.057-moi
.078
2.406
-Y 8
1
�• i a•L5� • i ili •
`• ++•••''..•'' • •
O yIQE LITE. i • • •
1.445 I�
I I
• • • •
• • •
•• • • 5.768
:0:
• • • 4•053
•
• • • • • •
t6A••• •.•
SIDELITE BASE GLAZING BEAD
5.500
I
O4 BOTTOM
.876 p-l;
b-7.750-�I
RAIL
.076
6.000
II
0
•• • • • • • •
as
jam--2.177 • -�
500 •
*.owe • • - • I� • •
. 4••• •.
THRESHOLD
dmwio
W13-03
g of }p
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
0000••
•
0000••
•
0000••
0000•
0000•
0000••
•
0.0.00
•
•
•
0000••
r
v
O
O
Vi
o v
� r
A � �
O - m
a1
z r
� v
O m z
m
0
o1 -so -13
revisions:
SERIFS -100 ALUM SWING DOOR W/ SIDRM (Ldl.L)
AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
1235 S.W. 87 AVE
MIAMI. FLORIDA 33174
TEL (305) 2648100 FAX (30s) 28243978
a
f
i
aw«�
n0 date v esc io On
A C&M.13 REV. M RM COu3eEd s
DOMUM CORPORAMN
7040 N.W. 77 TERRACE
MIAMI, FL. 33166
TEL (305) 884-3922 FAX (305) 884-1464
N. ey. mala
chk. by.
_. _ C0MP-ANL\W13-03DAC
so 0!
:0*900
so 0
0000
0.
99:066
0000
0000
r
v
O
O
Vi
o v
� r
A � �
O - m
a1
z r
� v
O m z
m
0
o1 -so -13
revisions:
SERIFS -100 ALUM SWING DOOR W/ SIDRM (Ldl.L)
AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
1235 S.W. 87 AVE
MIAMI. FLORIDA 33174
TEL (305) 2648100 FAX (30s) 28243978
a
f
i
aw«�
n0 date v esc io On
A C&M.13 REV. M RM COu3eEd s
DOMUM CORPORAMN
7040 N.W. 77 TERRACE
MIAMI, FL. 33166
TEL (305) 884-3922 FAX (305) 884-1464
N. ey. mala
chk. by.
_. _ C0MP-ANL\W13-03DAC
r
- MIMI®D1ADE
•
DEPARTMENT OF REGULATORY AND ECONOMIC
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA1
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
MIAMI-DADE COUNTY
ITrPRODUCT CONTROL SECTION
r 11805 SW 26 Street, Room 208
(786) 315-2590 F (786) 315-2599
www.miamidade.eov/economy
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 RER -
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. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PW 3020 Picture" Aluminum Fixed Window — S.M.I.
APPROVAL DOCUMENT: Drawing No. 3020-2 titled "Aluminum Picture Window, SMP', sheets 1
through 7 of 7, dated 12/15/07, with the latest revision B dated 11/19/11, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami—Dade County Product Control Renewal stamp
with the Notice of Acceptance number and expiration date by the Miami—Dade County Product Control
Section.
MISSILE IMPACT RATING: Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unlow-atherwise
noted herein. 0 *00000 0900:*
RENEWAL of this NOA shall be considered after a renewal application has been' filed and Mri leas been '
000... .. 000..
. 0
no change in the applicable building code negatively affecting the performance of Ki*s0p0 *duct. 0 •
000..
TERMINATION of this NOA will occur after the expiration date or if there has loan a revision or changes
in
in the materials, use, and/or manufacture of the product or process. Misuse of this•NOA as a; endersement•; • •
of any product, for sales, advertising or any other purposes shall automatically tdi ftfift this 140A.;Failule • • •
to comply with any section of this NOA shall be cause for termination and removal bf"OA.
0.. .'
ADVERTISEMENT: The NOA number preceded by the words Miami-D$de00'0Cpunty, 0 Florjda, aAA 0. ;
followed by the expiration date may be displayed in advertising literature. If any portion art'he MOA is 0 •
displayed, then it shall be done in its entirety. • • • • 0.0 •
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufa firer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA renews NOA# 11-1114.15 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 12-1114.05
Expiration Date: April 17, 2018
Approval Date: January 24, 2013
Page 1
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. 3020-2 titled "Aluminum Picture Window, SMI", sheets 1 through 7 of
7, dated 12/15/07, with revision B dated 11/19/11, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked—up drawings and installation diagram of an aluminum fixed
window, prepared by Architectural Testing, Inc., Test Report No.
ATI -72150.01-401-18, dated 07/23/07 signed and sealed by Joseph A. Reed, P.E.
(Submitted under NOA No. 08-0123.04)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC,
prepared by PGT Industries, Inc., dated 01/18/08, signed and sealed by Robert L.
Clark, P.E.
(Submitted under previous NOA No. 08-0123.04)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER) ...
0.
. . 0000 0060.0
E. MATERIAL CERTIFICATIONS • • • • • • •
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont 11MInours I& Cb., Ine' • •' •
for their "DuPont Butacite® PVB Interlayer" dated 09/08/11: * ; paring on f2/11 /1 � • • • •
. ..
6.66 6 66 66666
F. STATEMENTS 00000. 6 •
1. Statement letter of conformance and compliance with the FB•2010, dated
. 0000.
C'
ed 1406/12, • •: •
prepared by manufacturer, signed and sealed by Anthony Lyn!_ VVIer, P.E. • •.
2. Statement letter of no financial interest and independence, datgd 1 V06112: prepared by * • 6
manufacturer, signed and sealed by Anthony Lynn Miller, P.O. o 600. :0000:
.00
Manuel Per .er
Product Control am
NOA No. 12- 4.05
Expiration Date: April 17, 2018
Approval Date: January 24, 2013
E-1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
3. Letter of Adoption of as his Own, the Work of another Engineer per Section
61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and sealed by Anthony Lynn
Miller, P.E.
4. Statement letter of conformance and compliance with the FBC-2007, dated 01/18/08,
signed and sealed by Robert L. Clark, P.E.
(Submitted under previous NOA No. 08-0123.04)
5. Statement letter of no financial interest and independence, dated 01/18/08, signed and
sealed by Robert L. Clark, P.E.
(Submitted under previous NOA No. 08-0123.04)
6. Test Proposal No. 07-2517—R issued by BCCO dated 11/20/07 signed by Ishaq I.
Chanda, P.E.
(Submitted under previous NOA No. 08-01.23.04)
7. Laboratory compliance letter for Test Report No. ATI -72150.01-401-18, issued by
Architectural Testing, Inc., dated 07/23/07, signed and sealed by Joseph A. Reed, P.E.
(Submitted under previous NOA No. 08-0123.04)
G. OTHERS
1. Notice of Acceptance No. 11-1114.15, issued to PGT Industries, Inc. for their Series
'TW -3020 Picture" Aluminum Fixed Window — S.M.I.", approved on 02/16/12 and
expiring on 04/17/13.
. . .... ......
...... .. . ......
.... . .. .....
...... . . .....
.... .... ......
. . . . ......
.. V60
**so
Manuelere .
Product Control Exa ine
NOA No. 12-1114.15
Expiration Date: April 17, 2018
Approval Date: January 24, 2013
E-2
I , I
GENERAL NOTES: SMALL MISSILE IMPACT PICTURE WINDOW
1. GLAZING OPTION(S): 9/18" LAMI: (2) LITES OF 114" TEMPERED GLASS (D GLASS WITH AN.OW DUPONT (PVB)
INTERLAYER.
2. CONFIGURATIONS: U. APPROVAL APPLIES TO FIXED WINDOWS OF EQUAL LEG FRAMES. SIDE BY SIDE
COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE
WINDOWS USING APPROVED MULLIONS.
3. DESIGN PRESSURES: A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E
13004)2; S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02.
4. ANCHORAGE: ANCHOR SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO
SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. THE 331/3% STRESS INCREASE HAS NOT BEEN
USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE. APPROVED ANCHORS: 1, #14 STEEL SCREW (G5) 2, 1/9 ELCO ULTRACON 3 & 4, 5116" ELCO
ULTRACON.
5. SHUTTER REQUIREMENT: ABOVE 30 FT., SHUTTERS ARE NOT REQUIRED.
6. INSTALLATION SCREWS AND FRAME CORNERS SEALED WITH NARROW JOINT SEALANT.
7. REFERENCES: TEST REPORT A7173060.01-401.18 & 72150.01.401.18; ELCO TEXTRON NOA 07.0426.01;
ANSUAF&PA NDS 2005 FOR WOOD CONSTRUCTION; ADM -2005 ALUMINUM DESIGN MANUAL
S. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8" MAX, ►1 I+—
40frF
I
SEE
j B g
W MAX
1 I 43114
TABLES 13
1151!<
MAX,
NOTE: WINDOW TO BE 40 SQUARE FEET IN AREA OR
LESS AND NOT MORE THAN 120" ON ANY 1 SIDE
ill• •1` FALSE MIJUTIMSURF'AOFs
•• •
•• • i i i i i i g.EVATION
• • • • • • • • • AS"STED)
Comwled & Added Dim. at GM DoW
DESIGN PRESSURES
(ALL SIZES & CONFIGURATIONS)
GLASS TYPE
P08
NEO
9/18" TEMPERED PVS LAMI
1+165.01-1653
2
BASED ON 6H8" ELCO TAPCONS N CONCRETE
USING JAMB ANCHOR PLATE AND 1 /4" SHIMS.
OTHER ANCHOR TYPES AND SUBSTRATES
AVAILABLE, SOME WITH DESIGN PRESSURE
LIMITATIONS. SEE ENCLOSED FOR SPECIFICS.
APPLIED. OPTIONAL
P NOM.
TEMPERED GLASS
I DUPONT PVB
TEMPERED GLASS
GLAZING DETAIL
• s I ALUMINUM PICTURE WINDOW, SMI
• P.O.eg1t?s19 e"ane•c ma ea.c ft.”
• • •^ O r�soya vtrtbtyBecr� Pws= NTS I 1 a 7 3U10-2
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
NOTE.*
FOR SMALL MISSILE
APPLICATIONS ONLY
�L•7\�7:7�\1i/iIZEel iTiFI
GENERAL NOTES .............
1
GLAZING DETAILS ............
1
ELEVATIONS ..................„.
1
VERT. SECTIONS .............
2
HORIZ. SECTIONS ...........
2
CORNER ASSEMBLY........
2
EXTRUSIONS .............-.....
3
PARTS LIST .......................
3
ANCHORAGE ........... ........
3
ANCHOR QUANTITIES.....
4-6
DP TABLES ................. ..
7
�i f
%iffln CodeO
AoDn�e Ib
W181� J
Dade PwddvA
LYNN 4f/4�
No.56705 is
STA
S/lwS/ONA4
P.E.@6m
r— 3.260
INT.
)NAL.
ABLES 3.260
NOTE:
FOR SMALL MISSILE
APPLICATIONS ONLY
!seidiag Codi
Accepfaaae�
�' Y�dait
�3�
--'�
CORNER DETAIL OUTSIDE
� vl
bz MrMffwPlmtda
Tn-
(ALTERNATE FAB DETAILS)
naoopmneeD —
3
II=1
%W fil
VERTICAL SECTION %4
i i i•i ••
= *' N0.58705 •*
••i
• •
• CORNER DETAIL INSIDE
p••'•
FLORIDP.•'0'
' /'l,'TONAL
A L Yam
PFi68708
16 ° A. No changes 11118
JR 03/11/08 A
•aoKoa a sme
• pa q
• sr see
•'(
B.—
SECTIONS
1 f/19V99 8 nro • • • • •
ALUMINUM PICTURE WINDOW SMI
luaw am • • • • • • • • •
dR on.• • • • • • • •
vw�am 6X Z b 7 30282
B
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• 0 0 0 ••• 0 •
NOTES:
1. FOR CONCRETE APPLICATIONS USE ANCHOR TYPE Z3 OR 4. SEE SHEETS 1-3, FOR ANCHOR DESCRIPTION AND SPACING.
2. FOR WOOD APPLICATIONS USE ANCHOR TYPES 1 OR 2. SEE SHEET 1-3 FOR ANCHOR DESCRIPTION AND SPACING.
3. WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1 1!2° THICK. 1x WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY
TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 1 I& THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF
WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION (AHJ)
® MIN 5N B" NUT & BOLT,
WOOD ANCHOR COUNTY V MAX. 8" FROM END,
MIAMI-DSAME 0 C SPACING AS
APPROVED MULLION �FFRAMEE T OPENING; EE
Irk c 1 �■l'll '
EXT.
TYPE HEAD, SILL & JAMB (2x WOOD) MULLED EXAMPLE - ENGINEERED BY OTHERS
r--MASONRYANCHOR rMASONRY ANCHOR
EXT 114° EXT 1!4°
X MAX
SHIM MA�8tWN j
MIN. EMBEDMENT,
+' SEE KEY TABLE IN
MIN. EMBEDMENT, ' SHEETS 4 THRU 7
"e . tI . r• + SEE KEY TABLEIN :r '; 4' 4 • : ?
t , y .SHEETS4TRU 7 ' a
3.4 KSI MIN. CONCRETE
1.4 KSI MIN. CONCRETE ~ MIN. EDGE DISTANCE,
• • • • • MAN. KDGWISTYNQFE • • SEE KEY TABLE IN
BEN! KNK TABIIE IM • SHEETS 4 THRU 7
•
TYP' • 4 • • TYPE HEAD, SILL & JAMB
E HEAD. SILL & TAMB . . . . .
(CONCRETE W/ lx BUCkj • • ' • (DIRECTLY TO CONCRETE)
JR M11JIS n A• Ch=BW Notes, ColteoWd MullionkrJmSpaft,
— —nenrc
83 r_E1I • • • • : rasqxlas
• • • • • • ;AVOW, R' 89V4
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
T. .060
— L5501-+
.080
2.3176 "T
L 1
I- . 3.250
1- FRAME, FEMALE
f --2-038---j
7T�
1202oso
—►•I .082
3 - GLAA23NNG BEAD, TYPE 1
050
-+I 1.068 If
Tq---py
5 - ANCHOR COVER PLATE
3.054
090
5 - ANCHOR PLATE
.060
1.760
.460
e- MUNTNWMULLCOVER
3 d 7 1 3020-2
NOTE.
FOR SMALL MISSILE
APPLICATIONS ONLY
:�eouucTa
wwe� two -I
Egehud" Dale I$
LYNlU!L/i��'%
` * No. 587051. * '
MTE OF
'%.ONAL
4i':ps
P.EMam
TABLE 1
HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF +1661-165 PSF OR LESS
ANCHOR TYPE
Anchor
Substrate
Requires
Min O.C.
Min. Edge
Min.
Type
WINDOW HEIGHT (in)
(see table below)
Anchor Plata
36
Distance
48
1
off-the-sheVf #14, steel screw (GO)Head
60
Wood
72
84 98 108 120
WINDOW
ANCHOR
1
2 3 4
1
2 3
4
1 2
3 4
1
1 2 3 4
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
WIDTH on)
LOCATION
Yes
4
1
1.375
b
U Qr cowple
Yes
4
1
Head and Sill
3
3 3 3
3
3 3
3
3 3
3 3
3
3 3 3
3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
24
C rete
No
5
1.76
1.25
4
Eioo 6118" steel UvW& • •
141806 8111
• C•ncrete•
Yes
1,
5
1.76
Jamb
4
4 8 4
6
8 8
8
7 7
19 7
9
9 14 9110
10 18 10 12 12 19 12 13 13 21 13 16 16 24 16
Head and SIII
4
4 6 4
4
4 6
4
4 1 4
6 4
4
4 6 414
4 6 4 4 4 6 4 4 4 6 4 4 4 6 4
36
Jamb
4
4 6 4
6
6 10
6
7 1 7
14 7
9
8 18 8
10 10 22 10 12 12 28 12 13 13 30 13 16 16 34 15
Head and $111
8
6 10 6
6
8 11
6
6 8
11 6
6
6 11 6
8 6 11161 8 8 8 6 6 11 8 8 8 11 6
48
Ill
Jamb
4
4 6 4
6
6 11
8
7 7
16 7
8
8 21 9
10 10 27 10 12112 32 12 13114 37 141161115142115
Head and Sill
7
7 14 7
7
7 16
7
7 7
17 7
7
7 17 7
7 7 17 7 7 1 7 17 7
80
Jamb
4
4 8 4
6
8 11
6
7 7
17 7
9
9 23 9
10 11 30 11 12113137 13
Head and Sill
9
9 18 9
9 j
9 21
9
9 9
23 9
8
9 24 9
9 9 24 9
72
Jamb
4
4 6 4
8 1
8 11
6
7 7
17 7
8
9 24 9
10 12 32 12
Head and Sill
10 10 22 10 10 10 27 10 10 10 30 10 10 10 32 10 10 10 33 10
84
Jamb
4
4 6 4
6
8 11
6
7 7
17 7
9
9 24 9110
12 33 12
Head and SOI
12 12 28 12 12 12 32 12 12 12
98
137112
Jamb
4
4 6 4
8
6 11
6
7
Head and Sill
13 13 30 13 13 13 37 13 13
g17
908
Jamb
4
4 6 4
8
8 11
6
7
Head and Sol
15 16 34 15 1b 1642 15
120
Jamb
4
4 6 4
6
6 11
6
KEY TABLE
Anchor
Anchor Type
Anchor
Substrate
Requires
Min O.C.
Min. Edge
Min.
Type
Location
Anchor Plata
Distance
Distance
Embedment
1
off-the-sheVf #14, steel screw (GO)Head
& SIO
Wood
Yes
2
1
1.375
Jamb
Wood
Yes
2
1
1.376
2
Elco 1/4' steel Ultracon
Head &SIII
Concrete
Yes
4
1
1.375
b
U Qr cowple
Yes
4
1
1.25
3
Eloo 6118° steel Ucm=
Ham' SII
• Concrete
No
6
1 1.76
1
b •
C rete
No
5
1.76
1.25
4
Eioo 6118" steel UvW& • •
141806 8111
• C•ncrete•
Yes
1,
5
1.76
1
C U r rete
I Yea
6
1 1.76
1.25
No dmges this street
• • s • • gm r�rnvaa corm -�-&CIH,•.• • P.O.awts B WFI'3W4 Yid* Peens►
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
NOTE.
FOR SMALL MISSILE
APPLICATIONS ONLY
NOTES:
1. TO BE USED IN CONJUNCTION
WITH INSTALLATION DRAWINGS
AND NOTES OF SHEET 3 OF 7.
2. ALL SIZES ARE LIMITEDTO 40
SQUARE FEET.
3. INTERPOLATION BETWEEN
VALUES ALLOWED -
ALWAYSROUND UP.
4. MAXIMUM ANCHOR SPACING:
W FROM THE CORNER
8° BETWEEN ANCHORS
'RC VVIIVLVVV, OIYII
� OwAa Pn
4 m 7 3020.2
RMCr REIN
d.cbmplywg with the Flatw
pt6
FRODUCPRSVISSD
as ome b+In3 ailh dm Florida
ttliull/l
�`r • �yGENSF • lF,`p �i
* ' No. 58705
o
S10NAL E?`
It
'
A Lpm I�i}azIli
P.E.
PES Bros
TABLE 2
HEAD, SILL AND JAMB ANCHOR QUANTITIES FOR DESIGN PRESSURES OF +1601-160 PSF OR LESS
ANCHOR TYPE
Anchor
Substrate
Requires
Min. O.C.
Min. Edge
Min.
Type
WINDOW HEIGHT pn)
(see table below)"',,36
Anchor Plate
Distance
Distance
Embedment
48
of -the -shelf #14, steel screw (G6)
60
Wood
72
84 96 108 120
WINDOW
ANCHOR
IL 1
2
3
4 1
2 3 4
1 1 2
3 4
1
2 3 4
1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4
WIDTH (in)
LOCATION
Yes
4
1
1.376
Jamb
CMU or Concrete
Yes
4
1
Heed and Sill
3
3
3
3 3
3 3 3
3 3
3 3
3
3 3 313
1 3 3 3 3 3 3 3 1 3 3 3 3 3 3 3 3
24
CMU•rrOoncmte
No
5
1.
1.26
4
Elco 5/16' steel Ulbi&n
8 ill
Acre
Yes
6
1. 7676
Jamb
4
4
5
4 6
6 8 6
7 7
1 10 7
9
9 12 9
10 10 15 10 12 12 17 12 13 13 20 13 15 15 22 15
Head and SUI
4
4
6
4 4
4 6 4
4 4
1 0 4
4
4 6 414
4 6 4 4 4 6 4 4 4 8 4 4 4 6 4
38
Jamb
4
4
6
4 6
6 9 6
7 7
13 7
9
9 17 9
10 10120 10 12 12 24 12 13 13 27 13115116 31 16
Head and Sill
6
6
9
6 6
6 10 6
6 6
10 6
8
6 10 6
6 8 10 6 6 6 10 8 6 6 10 616 6 10 6
48
Jamb
4
4
6
4 6
6 10 6
7 7
15 7
9
9 20 9
10 10 24110112 12 29 12 13 13 34 13115115139115
Head and Sill
7
7
13
7 7
7 16 7
7 7
16 7
7
7 15 7
7 7 15 7 7 7 16 7
60
Jamb
4
4
6
4 6
6 10 6
7 7
15 7
9
9 21 9
10 10 27 10 12 121 33 12
Head and Sill
9
9
17
9 8
9 20 9 1
9 8
21 9
9
9 22 9
9 9 22 8
72
1
Jamb
4
4
6
4 6
6 10 8
7 71151
7
9
9 22 9
10 11 29 11
Head and Sill
10 10 20 10 10 10 24 10 10 10127110 10 10 29 10 10 10 30 10
84
Jamb
4
4
8 1
4 6
6 10 6
7 7
16 7
9
9 22 9
10 11 30 11
Head and Sill
12 12 24 12 12 12 29 12 12 12 33 12
98
Jamb
4
4
6
4 8
6 10 6
7 7
15 7
Head and SIU
13 13 27 13 13113 34 13 13 13 39 13
108
Jamb
Head and SRI
14 4 6 4 6 6 10 6
16 15 31 16 16 15 39 16
7 7
15 7
120
Jamb
4
4
6
4 6
6 10 B
I KEY TABLE
Anchor
Anchor Type
Anchor
Substrate
Requires
Min. O.C.
Min. Edge
Min.
Type
Location
Anchor Plate
Distance
Distance
Embedment
1
of -the -shelf #14, steel screw (G6)
Head & SIU
Wood
9 65
2
1
1.376
Jamb
Wood
Y06
2
1
1.375
2
Elco 114° steel Ultra=
Head & SID
Concrete
Yes
4
1
1.376
Jamb
CMU or Concrete
Yes
4
1
1.25
3
Ebo 6118 steel con
No
5
1.76
1
iamb•
CMU•rrOoncmte
No
5
1.
1.26
4
Elco 5/16' steel Ulbi&n
8 ill
Acre
Yes
6
1. 7676
1
• •
td�nb •
CM1UvrOoltcrete
Yes
6
1.76
1.26
A. No oftarem the sheet ,arora<rmmooyawva ANCHORAGE PER 950 DP
_
No C Nf! R F 7• • • • • • ivoAroaas FL mmALUMINUM PICTURE M
• • • • • • • • • • as ecxiaaa �, ,.,�
O°` • • • • • • • • R sera Pw3010 N/A 5 d 7
••• • • • • ••• • •
• • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
worE:
FOR SMALL MISSILE
APPLICATIONS ONLY
NOTES:
1. TO BE USED IN CONJUNCTION
WITH INSTALLATION DRAWINGS
AND NOTES OF SHEET 3 OF 7.
2. ALL SIZES ARE LIMITEDTO 40
SQUARE FEET.
3. INTERPOLATION BETWEEN
VALUES ALLOWED -
ALWAYSROUND UP.
4. MAXIMUM ANCHOR SPACING:
6' FROM THE CORNER
8' BETWEEN ANCHORS
mom" It"10*0
!tatdiog code
Acceploa« No 8
� iradm Dale
PRODUCT RBVISSD
yivg
sundhiscbdow116 pm Florhta
AMPMnw No AU0JI
Dal ' Ap— L rp3
Rq
MtamS
\tiuuurr
* ' No. 88705
�� '•, Q 6o y4 i�
Q STA OF
Aiym &N, P.B
3020-2 B P E• 887Q6
ITABLE 3
I KEY TABLE
Anchor
•
AnchorType
Artalmr
Substrate
Requires
Min. O.C.
Min. Edge
Min.
ype
Location
HEAD, SILL AND JAMB ANCHOR QUANTITIES
FOR DESIGN
PRESSURES OF +1361-135 PSF OR LESS
ANCHOR TYPE
1
oll`the-sheN#14, steAUjftmon
SIII
Wood
Yes
2
1
1.376
WINDOW
HEIGHT (in)
(see table below)
Wood
36
2
1
48
2
60
SIII
72
84 98 108 120
WINDOW
ANCHOR
1
2 3
4 1
2
3
4
1 2 3
4 1
2 3 4
1 2 1 3 1 4 1 1 2 3 4 1 2 3 4 1 2 3 4
WIDTH (in)
LOCATION
• 08ncrelo•
No
6
1.75
1
U ncrste
No
6
Head and Sill
3
3 3
3 3
3
3
3
3 3 3
3 3
3 3 3
3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3
24
b
U rWiete
I Yes 1
6
1 1.76 1
1.25
Jamb
4
4 5
4 6
6
7
8
7 7 1 9
7 9
9 11 8
110110 13110112112 15 12 13 13118 13 15 15 20 15
Head and SIBID4
4 5
4 4
4
5
4
4 4 5
4 4
4 1 5 414
4 51414 4 5 4 4 4 5 4 4 4 5 4
38
Jamb
4
4 5
4 6
6
9
6
7 7 12
7 9
9 16 9110
10 18 10112112 21 12 13 13 26 13 15 15 28 16
Head and Sill
6
8 9
8 6
6
9
6
6 8 9
6 6
8 9 6
8 8 9 8 6 1 6 8 8 8 6 9 6 6 6 9 6
48
Jamb
4
4 5
4 6
6
9
6
7 7 13
7 9
9 18 910
10 22 10 12 12 28 12 13 6 16 36 15
13 30 13 1
Head and SIO
7
7 12
7 7
7
13
7
7 7 14
7 7
7 14 7
7 7 14 7 7 7 14 7
80
Jamb
4
4 5
4 8
8
9
6
7 7 14
7 9
8 19 8
10 10 25 10 72 72 30 12
Head and 381
9
9 15
9 9
1 9
18
9
9 9 19
9 9
9 2019
9 9 20 9
72
Jamb
4
4 614,
8
1 6
9
6
7 1 7 14
7 9
9 20 9
10 10 28 10
Head and SOI
10 10 18110110110 22 10 10 10126110 10 7 a 26 10 10 10 27 10
84
Jamb
4
4 5
4 6
1 6
9
8
7 7 14
7 9
9 20 9110110
27 10
Head and SOI
12 12 21
12 12 12 26 12 12 12 30 12
88
Jamb
4
4 6
4 6
6
9
6
7 7 14
7
Head end SUI
13 13 26 13 13 13 30 13 13 13 35 13
108
Jamb
Head and SIII
4 4 5 4 6 6 9 8
16 16 16 36 96
7 7 14
7
120
Jamb
Hn
4 8
8
9
8
I KEY TABLE
Anchor
•
AnchorType
Artalmr
Substrate
Requires
Min. O.C.
Min. Edge
Min.
ype
Location
Anchor Plate
Distance
Distance
Embedment
1
oll`the-sheN#14, steAUjftmon
SIII
Wood
Yes
2
1
1.376
Lb
Wood
Yes
2
1
1.376
2
Elco 114" steel
SIII
Concrete
Yes
4b
CMU or Cortrrote
Yes
4
1
1.25
3
Ekro6/16"stealb
SM
• 08ncrelo•
No
6
1.75
1
U ncrste
No
6
4
Elco 5/16" steel
I
• ref
Yas
5
1.76
1
b
U rWiete
I Yes 1
6
1 1.76 1
1.25
No dwws fts sheet
•
• P.O. BQX 4Btg
•NOROMf9. FL 59274
4LUMINUM PICTURE M
sme•o ffwa
PM@010 N/A 1 6 m Y
NOTE:
FOR SMALL MISSILE
APPLICATIONS ONLY .
NOTES:
1. TO BE USED IN CONJUNCTION
WITH INSTALLATION DRAWINGS
AND NOTES OF SHEET 3 OF 7.
2. ALL SIZES ARE LIMITEDTO 40
SQUARE FEET.
3. INTERPOLATION BETWEEN
VALUES ALLOWED -
ALWAYSROUND UP.
4. MAXIMUM ANCHOR SPACING:
8' FROM THE CORNER
8' BETWEEN ANCHORS
.e" eomcb'1n&FWi
�gco�¢plgasaC�Me I -
Er Daft I 18
ss
PRODUCrREVISED
n oom btv w � are Madde
AE
a, m pals zc/3
miawlmllde e not
nul
I.YNAI
�� ���0' �CENSF • 4�p iii
* No. 58705 * '
i it
STA OF -Z
SM/as''OA
3020-2 a zoom
TABLE 4 7
Design Pressure for Minhnal Anchorage (+ and -, In psf)
Min. Anchors
per Jamb
WINDOW HEIGHT on)
36
48
60
72 84 98 108 120
Min.
4
6
Location
7
9 10 12 13 16
WINDOW
WIDTH
(in)
Anchor7yp"
Min. Anchors
per Heed/SfBy
1
2
3
4
1
2
3
4
1
2
3
4
1
2
3
4 1
2
3
4 1
2 3
4 1
2 3
4 1
2
3
4
24
36
48
3
4
6
166
165
185
185
165
186
126
112
101
165
165
186
165
165
186
186
IN
168
126
101
95
165
186
186
185
166
186
166
185
186
110
84
74
165
166
186
165
165
165
165
165
185
113
84
71
186 166
186 185
186185
165
166
165
105
76
83
165 166
185 185
186 185
185 108
166 78
185 83
165 165
166 165
186 186
186 102
165 73
164 69
166 185
186 165
184 186
165
185
186
106
74
59
165
166
186
80
7
185
185
84
185
186
185
74
185
185 185 71 186 166 185 85 186 165 157 56 167 186 164 55 184
166 166 65 165 165 166 63 166
186 188 58 166
185 185 65 165
72
9
165
165
84
166
185
165
71
65
1651
84
10
165
165
76
165
165
185
63
185
98
12
166
165
78
165
165
186
83
165
108
13
165
186
73
185
185
18b
69
165
120
15
165
165
74
18b
18b
166
rQ
166
KEYTABLE
Anchor
Anchor Type
Anchor
Substrate
Requires
Min. O.C.
Min. Edge
Min.
Type
Location
Anchor Plate
Dlstarice
Distance
Embedment
1
off-the-shelf #14, steel screw (G5)
Head S SBI
Wood
Yes
2
1
1.376
Jamb
Wood
Yea
2
1
1.375
2
Elco 114° steel UBracof.
Head & SBI
-b-
Concrete
Yes
4
1
1.376
rpm
or
Yes
4
1
1.26
3
Elco 6118° steal Otrecon
k4u I•
•ntlnete
No
B
1.76
1
m
or rete
i No
5
1.76
1.26
4
Eloo 5118" steel IjWwpa • _
Neat' &461110
• 0oncrets
Yes
6
1.76
1
or rete
Yes
5
1.75
'Subs~
Name= FL soars J&&
NOIrOJN18trgxvss9
as . VW6,51
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
7P USING MINIMUM
4LUMINUM PICTURE M
wvsoao WA 1P�7 a 7
SMI
30.10-2
NOTE.
FOR SMALL MISSILE
APPLICATIONS ONLY
NOTES:
1. TO BE USED IN CONJUNCTION
WITH INSTALLATION DRAWINGS
AND NOTES OF SHEET 3 OF 7.
2. ALL SIZES ARE LIMITEDTO 40
SQUARE FEET.
3. INTERPOLATION BETWEEN
VALUES ALLOWED -
ALWAYSROUND UP.
4. MAXIMUM ANCHOR SPACING:
8° FROM THE CORNER
8' BETWEEN ANCHORS
. ooa+p4ft F "I&
%mine Code
4ccepleocc N01 -111
EvImdon Date 18
sy
KHN d
as w•PNIas With dia Florma
unndtnaCat t I .. 1 11.
..�Hulntrr..
``�?p LYNN ti1j��''i�'i
* ' No.58705
°p `. Q a8 36 it cud
p STATE OF 1!/�
A. LY.4W P.6'
P.Ex"m
BUILDING INFORMATION
TOPOGRAPHIC FACTOR
Design Wind Speed
Nominal
Ultimate Wind Velocity (mph)
175
Nominal Wind Velocity (mph)
135.6
Exposure
C
Internal Pressure
Enclosed
Height above ground z ft
0.0
Standard Wag Height - ft
10.5
Mean Roof Height h - ft
11.5
Building Width ft
68.0
Building Len ft)
49.0
Roof Slo a x:12
3.0
Roof Angle d
14.04
ft
4.60
EaZftr
9.20
Pam Along Roof Perimeter ft
0.00
• WINDLOADCALC.com
Windloadcalc.com.E)
Your Window to Success
ASCE 7-10
Version 7.1
2004-20120
Building Permit Edition
Wind Load Program
JOB INFORMATION
Client
Address 10642 NE 10 PLACE
Company
Job Number
Preparer
www.vAndloadcatc.com
6/22!2014 Pagel
TOPOGRAPHIC FACTOR
Hill Shape
Flat - No Hill
II ft
0.0
Lh ft
0.0
x ft
0.0
Z, (ft)
0.0
www.vAndloadcatc.com
6/22!2014 Pagel
WIND LOAD DESIGN INFORMATION
APPLYING WIND LOAD FOR:
ZONE
OPENING
ELEVATION
(feet)
WIDTH
(feet)
Nominal Wind Load Pressures
EFFECTIVE
LENGTH WIND AREA MAXIMUM MAXD1fEJM NOA Approval Number Mas Pressure Per NOA Manufacturer Model Number
(feet) (s9 ft) POSITIVE NEGATIVE
PRESSURE (psf) PRESSURE (psf)
W1
5
9
1.8
5.5 10 37.9 -50.7
W2
5
9
1.5
1 3.2 5 37.9 -50.7
W3
5
9
2.3
1 3.2 7 37.9 -50.7
z
W4
5
9
3.0
1 3.2 10 37.9 -50.7
C
W5
5
9
2.3
4.3 10 37.9 -50.7
F
Q
O
w
z
w
C
DOOR A
5
9
3.0
6.8 20 36.1 47.2
.a
DOOR B
4
9
3.0
6.8 1 20 36.1 -39.3
3
DOOR C
4
1 9
3.0
6.8 20 36.1 -39.3
www.vAndloadcatc.com
6/22!2014 Pagel
BUILDING INFORMATION
TOPOGRAPHIC FACTOR
Design Wind Speed
Nominal
Ultimate Wind Velocity (mph)
175
Nominal Wind Velocity (mph)
135.6
Exposure
C
Internal Pressure
Enclosed
Height above ground z -(ft)
0.0
Standard Wag Height - 11
10.5
Mean Roof Height h - ft
11.5
Building Width ft
68.0
Building Length ft
49.0
Roof Slope x:12
3.0
Roof Angle (d
14.04
Ed a Slri ft
4.60
ia
nd Zone (ft)
9.20
Parapet Along Roof Perimeter (ft)
0.00
WINDLOADCALC.com
Windt®adcatc.c®In ,e
Your Window to Success
ASCE 7-10
Version 7.1
2004 - 2012
Building Permit Edition
Wind Load Program
JOB INFORMATION
Client
Address 10642 NE 10 PLACE
Company
Job Number
Pr arer
www.Wndloadealo.com
6/22/2014 Pagel
TOPOGRAPHIC FACTOR
Hill Shape
Flat - No Hill
H. ft
0.0
Lb. ft
0.0
36 ft
0.0
Z. (fit)
0.0
www.Wndloadealo.com
6/22/2014 Pagel
WIND LOAD DESIGN INFORMATION
z
APPLYING WIND LOAD FOR:
ZONE
ELEVATION
(feet)
WIDTH
Wt
Nominal Wind Load Pressures
LENGTH EFFECTIVE MAXIMUM MAXIMUM
(feetTH WIND AREA NOA Approval Number Max Pressure Per NOA Manufacturer Model Number
) (sgft) V( NEGATIVE
PRESSURE P o
W1
5
9
1.8
5.5 10 37.9 -50.7
W2
5
9
1.5
1 3.2 5 37.9 -50.7
W3
5
9
2.3
3.2 7 37.9 -50.7
z
W4
5
9
3.0
3.2 10 37.9 -50.7
W5
5
9
2.3
4.3 10 37.9 -50.7
F
Q
O
z
z
w
C
DOOR A
5
9
3.0
6.8 20 36.1 47.2
.a
DOOR B
4
9
3.0
6.8 20 36.1 -39.3
d
DOOR C
4
9
3.0
6.8 20 36.1 -39.3
3
www.Wndloadealo.com
6/22/2014 Pagel
M_ IAMX MI--DADE COUNTY, FLORIDA
RODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND KEGU O Y 11805 SW 26`h Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION (786) 315-2590 F (786) 315-2509
NOTICE OF ACCEPTANCE (NOA) www.miarnidade.gov/nera/
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE: y
This NOA is being issued under the applicable rules and regulations governing the use of construction.
materials. The documentation submitted has been reviewed and accepted by Miami–Dade County PERA
–Product Control Section to be used in Miami–Dade County and other areas where allowed by the
Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami–Dade County Product
Control Section (In Miami–Dade County) and/ or the AHJ (in areas other than Miami–Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product
Control Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "HR --710" Aluminum Horizontal Sliding Window – L.M.I.
APPROVAL DOCUMENT: Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact",
sheets 1 through 11 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011, prepared by
PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony Lynn Miller, P. E., bearing the
Miami–Dade County Product Control Revision stamp with the Notice of Acceptance number and
Expiration date by the Miami–Dade County Product Control Section. 0000
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant, • • • • • • • • •
LABELING: Each unit shall bear a permanent label with the manufacturer's na"e.91,logo, c'ty,&4aate,
model/ series and following statement: "Miami–Dade County Product Control App"g,61;,unless otherwise
noted herein. 0.0 0 ..
RENEWAL of this NOA shall be considered after a renewal application has been fiWA,nd theft; hffbeen
no change in the applicable building code negatively affecting the performance of this pz duct. . 0 .
TERMINATION of this NOA will occur after the expiration date or if there has bee0" envision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this 140,9 as an endorsement
of any product, for sales, advertising or any other purposes shall automatically termisnatpgis NOA. Vailure
to comply with any section of this NOA shall be cause for termination and removal o?NOA. • • • •
ADVERTISEMENT: The NOA number preceded by the words Miami–Dade County, FloM, 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 NOA No. 114630.02 and consists of this page 1, evidence pages E-1, E•-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
0000..
0000..
.0000.
0000.
0000.
0000..
0000..
.0000.
NOA No. 11-1114.04
1 Mt•DADE Cl3UNTY
E , 2 $ tZ Expiration Date:. December 21, 2016
Approval Date: February 16, 2012
Page 1
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA Is No.'s 07-0815.09 and 06-0405.06)
2. Drawing No. 4127-10, titled "Alum. Horizontal Roller Window, Impact", sheets 1
through I1 of 11, dated 02/28/2006 with the latest revision "E" dated 10/17/2011,
prepared by PGT Industries, Inc., dated 02/01/2012, signed and sealed by Anthony
Lynn Miller, P. E.
B. TESTS
1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
Along with marked—up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-5330, dated 07/18/2007, signed and sealed by Carlos S. Rionda
P. E.
(Submitted under NOA No. 07-0815.09)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type "C" sliding window, Grade 10,
per FBC 24113.2. 1, TAS 202-94 and per ASTM F 842.040.
Along with marked—up drawings and installation diagram . 0of •XOX ' af"num * • • = •
.000
horizontal sliding window, prepared by Fenestration Testing Lgtgratory, ji1c;, Test...;.
Report No. FTL4858, dated 03/08/2006, signed and -64W by Fsdmundo -
Largaespada, P. E. , *000
, ; • , •
(Submitted under NDA No. 06-0405.06) • • • • • • • • •• •
3. Test re orts on: 1 Air Infiltration Tester FBC TAS 202-94! • • • • • 9 • • • •
p ) !p '/ .. .. 00 90 0009.0
2) Uniform Static Air Pressure Test, Loading p=VRC TAS 2D2-94 . •
3) Water Resistance Test, per FBC, TAS 202-94 • :.• • • • •
0000.
4) Large Missile Impact Test per FBC, TAS 201-94. :0000:
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
0000
6) Forced Entry Test, Type "C" sliding window, Grade 10,
per FBC 2411 3.2.1, TAS 202-94 and per ASTM F 842-04
Along with marked—up drawings and installation diagram of XOX aluminum
horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL--4859, dated 03/08/2006, signed and sealed by Edmundo
Largaespada, P. E.
(Submitted under NOA No. 06-0405.06)
Jaime D. Gasco
Product Control Section Supervisor
NOA No. 11-1114.04
Expiration Date: December 21, 2016
Approval Date: February 16, 2012
E-1
. t
PGT Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC,
prepared by PGT Industries, Inc., dated 10/26/06, signed and sealed by Robert L.
Clark, P. E.
(Submitted wader previous NOA No. 07-0815.09)
2. Complies with ASTM E1300-98/ 04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs
(PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co.,
Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on
.12/11/16.
2. Notice of Acceptance No. 08-0206.01 issued to Solutia Inc. for their "Saflex HP
Glass Interlayer" dated 04/17/2008, expiring on 04/17/2013.
F. STATEMENTS
1. Statement letter of conformance and compliance with the FBC 2007 (with the 2009
_ supplement) and FBC-2010, dated 10/25/11, signed and sealed by Anthony Lynn
Miller, P. E.
2. Statement letter of no financial interest and independence, dated 10/25/119 VAded and
sealed by Anthony Lynn Miller' P. E. • • • • • • • •
.. •
.. 0000
3. Letter of Adoption of as his Own, the York of another. FdgWeer Pao Stiction...:.
61G15-27.001 of the F.B.P.E., dated 10/07/11 signed and saalel•by Anthony Lynn: • • •
Miller, P. E. 00000
0
:00 00 • '
4. Statement letter of no financial interest, conformance and com6rance with V FBC! •: •' •
0000.
2007, dated 06/29/2011, signed and sealed by Robert L. Clark,*.'?*
0
! �,0•. . . • . 0 • .:
(Submitted under previous NOA No. 11-0630.02) 000000 •'
5. Laboratory compliance letter for Test Report No. FTL-5330; issue[ by f tpVjtratiorr • • • •
Testing Laboratory, Inc., dated 07/18/2007, signed and sealell by'Carlo�' S. Rionda*..•.:
P.E. .. ....
••0•
(Submitted under previous NOA No. 07-0815.09)
Jaime D. Gascon, P.
Product Control Section Supervisor
NOA No. 11-1114.04
Expiration Date: December 21, 2016
Approval Date: February 16, 2012
E-2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
6. Laboratory compliance letter for Test Reports No.'s FTIl--4858 and FT1,4859,
issued by Fenestration Testing Laboratory, Inc., dated 03/08/2006, signed and sealed
by Edmundo Largaespada, P. E.
(Submitted under NOA No. 06-0405.06)
G. OTHERS
1. Notice of Acceptance No. 114630.02, issued to PGT Industries, Inc. for their Series
"HR -710 Aluminum Horizontal Roller Window - L.M.I", approved on 08/18/2011
and expiring on 12/21/2016.
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 11-1114.04
Expiration Date: Deceinber 21, 2016
Approval Date: February 16, 2012
E-3
9999
9 0
. 0
0000
.009.0
..606
0000
9
.
0000...
.. .
900960
946.00
6
. 9
0000..
.666
..
6 9
0000
. 00
0000.
0000..
. .
0000.
.. ..
00.00
•.0.0•
0000..
4 .
.
. .
. .
0000..
0000..
6
.00
0000..0000
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 11-1114.04
Expiration Date: Deceinber 21, 2016
Approval Date: February 16, 2012
E-3
GENERAL NOTES: IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2). FOR INSTALLATION ABOVE 30 FT, GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP.
A. 5/16" LAMI CONSISTING OF (2) LITE$ OF IV ANNEALED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
B. 518" LAMI CONSISTING OF (1) LITE OF 118" ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PVS INTERLAYER.
C. 5/18" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
D. 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
E. 718" LAMI CONSISTING OF (1) LITE OF 3118" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE
MAXIMUM PVB INTERLAYER.
F. 7/18" LAMI CONSISTING OF (2) UTES OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLOUKEEPSAFE MAXIMUM PVB INTERLAYER.
G. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/16" ANNEALED (MIN.) GLASS, 5/18" OR 3/8" AIR SPACE AND 5/18" LAMI CONSISTING OF (2) UTES OF 1/8" ANNEALED GLASS WITH A
.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
H. 13/18" LAMI IG: (1) LITE OF VW OR 3/18" ANNEALED (MIN.) GLASS, 5118" OR 3/8" AIR SPACE AND 6/16" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE
OF 1/8" HEAT STRENGTHENED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
I. 13/16" LAMI IG: (1) LITE OF VT OR 3/18" ANNEALED (MIN.) GLASS, 6/18" OR 318" AIR SPACE AND 5/16" LAMI CONSISTING OF (2) LITES OF 1/8" HEAT STRENGTHENED GLASS
WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
J. 13/16" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.).GLASS, 3/18" OR 1/4" AIR SPACE AND 7/18" LAM[ CONSISTING OF (2) UTES OF 3/18" ANNEALED GLASS WITH AN
.090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER
K. 13/18" LAMI IG: (1) LITE OF 1/8' OR 3/18" ANNEALED (MIN.) GLASS, 3/18" OR 114" AIR SPACE AND 718" LAMI CONSISTING OF (1) LITE OF 3/18" ANNEALED GLASS AND (1) LITE
OF 3/18" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
L. 13/18" LAMI IG: (1) LITE OF 1/8" OR 3/18" ANNEALED (MIN.) GLASS, 3/18" OR 1/4" AIR SPACE AND 7118" LAMI CONSISTING OF (2) UTES OF 3118" HEAT STRENGTHENED GLASS
WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER
2. CONFIGURATIONS: OX, XO. XOX
3. DESIGN PRESSURES: (SEE TABLES, SHEET 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300-02.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.02.
4. ANCHORAGE: THE 33103% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS.
5. SHUTTERS ARE NOT REQUIRED.
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
NOA DRAWING MAP
7. REFERENCES: TEST REPORTS FTL-4868, FTL-4859 AND FTL-5330.
ELCO TEXTRON NOA: 04-0721.01, 03-0228.05
ANSVAF&PA NDS -2006 FOR WOOD j2QN^�T�tuCTu)N • • • • • • I I I t I i
ADM -2005 ALUMINUM DESIGN MANLUTAALL • • • • • • • • ��� (LYNN
8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TGFOmOLI WII'H:HE:RE:IUIj4NT5AQF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY �` l�; v\CENSE •vcP i�
0 HURRICANE ZONE (HVH4 • • • • • • • • • • • _ �'
9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G • L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED.
u F
r 1o/tTH1 "tee Fecso7acoD> CHANGE : •: • . . • • • • • GEAIERAL NOTES �'� sT T OF
�. • • • • +o7oTEcnNauor•wnr® '0'
` fIOR\O? • ���
JJi 620H1 p ADDED IOCAPTOBETEMPE8W +9DIa•.07E •• : • N4q(oM1�:34�8 : tme '";' -
FJc 4H6/a7 0 ADD In-=TON07ES7&CHGANOTEe7�OCURAE iTEpR. • P -04W 15M • —ALUM. HORIZONTAL ROLLER WtNDDW, IMPACT i,,��ONAL AAA
pip t NOKOMIS. FL 347/4 Vi$My Better NTS a 11 4/2810 E A LYNN R P.E.
F.K 20d8/aS JJ 323/08
• • • • • • • *00 • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
SHEET
GENERAL NOTES.............1
GLAZING DETAILS ............
2
DESIGN PRESSURES.......3
ELEVATIONS .....................
4
VERT. SECTIONS .............
5
HORIZ. SECTIONS ........... 5
PARTS LIST ....................... 6
EXTRUSIONS .................... 7
CORNER DETAIL .............. 5
ANCHORAGE .................... 8-11
7. REFERENCES: TEST REPORTS FTL-4868, FTL-4859 AND FTL-5330.
ELCO TEXTRON NOA: 04-0721.01, 03-0228.05
ANSVAF&PA NDS -2006 FOR WOOD j2QN^�T�tuCTu)N • • • • • • I I I t I i
ADM -2005 ALUMINUM DESIGN MANLUTAALL • • • • • • • • ��� (LYNN
8. THIS PRODUCT HAS BEEN DESIGNED & TESTED TGFOmOLI WII'H:HE:RE:IUIj4NT5AQF THE FLORIDA BUILDING CODE. INCLUDING THE HIGH VELOCITY �` l�; v\CENSE •vcP i�
0 HURRICANE ZONE (HVH4 • • • • • • • • • • • _ �'
9. FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G • L SHALL HAVE A TEMPERED I.G. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED.
u F
r 1o/tTH1 "tee Fecso7acoD> CHANGE : •: • . . • • • • • GEAIERAL NOTES �'� sT T OF
�. • • • • +o7oTEcnNauor•wnr® '0'
` fIOR\O? • ���
JJi 620H1 p ADDED IOCAPTOBETEMPE8W +9DIa•.07E •• : • N4q(oM1�:34�8 : tme '";' -
FJc 4H6/a7 0 ADD In-=TON07ES7&CHGANOTEe7�OCURAE iTEpR. • P -04W 15M • —ALUM. HORIZONTAL ROLLER WtNDDW, IMPACT i,,��ONAL AAA
pip t NOKOMIS. FL 347/4 Vi$My Better NTS a 11 4/2810 E A LYNN R P.E.
F.K 20d8/aS JJ 323/08
• • • • • • • *00 • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
0-7
C
J NOM.
GLASS SITE
60,61,62
118" ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
5118" NOM.
5/16" LAMINATED GLASS
r a EXTERIOR INTERIOR [!>
J 112" NOW
GLASS BITE (ALL SECTIONS)
63,64,85
3/18" ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLU11A OR DUPONT PVB INTERLAYER
3/16" ANNEALED OR HEAT STRENGTHENED GLASS
7/18" LAMINATED
7/18 LAMINATED GLASS
112" NOM. 1/2" NOM.
59 GLASS SITE 59 GLASS BITE
52 52
66,67,88,69,70,71 72,73,74,75,76,77 PPRODUCrRMSED
as complyft will the morwa
AWldtn Colo
118" ANNEALED OR HEAT STRENGTHENED GLASS 3118" ANNEALED OR HEAT STRENGTHENED GLASS 1-- 1 to
.090 SOLUTIA OR DUPONT PVB INTERLAYER .090 SOLUTIA OR DUPONT PVB INTERLAYER (j
118" ANNEALED OR HEAT STRENGTHENED GLASS 3118" ANNEALED OR HEAT STRENGTHENED GLASS y I,u
6116" LAMINATED 7/18" LAMINATED wham! para Pmdrcc4 Coati '
6118" OR 318" AIR SPACE 3HS" OR 1/4" AIRSPACE
1/8" OR 3118" ANNEALED OR TEMPERED GLASS QD 118" or 3116" ANNEALED OR TEMPERED GLASS Qp
13/16" NOM. • • • • • • • • • • • • 13/18" NOM. I I V 11
13/16" LAMI IG GLASS W/ 5:16" LAM: • • i i i i i i 13/16" LAME IG GLASS W/ 7/16" LAMI
140- 56705 _
QD FOR INSTALLATION IN THE HVHZ ABOVE 30 FT, GLASS TYPES G - L SHALL HAVE A TEMPERED I.O. GLASS CAP. BOTH THE DP AND ANCHOR QUANTITY TO REMAIN UNCHANGED.- LU -
J..l, 70/17!11 E IdO CHANOE 7H/8 SHEET • •• • • • • • • STA
7mww Va._ 1070TECIFOOLMYi!♦t _GLAZING DETAILS % 0,�: ••..• FL0fwD :• • C��;
F1L 4Ham� x. NOi 0DECHAHOE TNS SHEET IS CAP TO BE EtaED • +3pRHo7l1 • • • • • N��+ . ^=93LALUM. HORIZONTAL ROLLER WINDOW, IMPACT ���'�i,�,S'101 N1'A,L
p -0n pa. Cb d d , NOKOMIS, FL 34274 Vbibly gig,• SW.eaoan eb� ansa "' Ps A, LYNNIiAn' RE
F. 212M J.J. =so HR710
Full 2 a 11 4127-10 E P.EseaTos
• •• •• • • • •• ••
••• • • • ••• • •
s • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
TABLE 1.
XOX (1/4,112,114) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W! SAME DLO ARE 1" SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE 26"
36" 38 3/8" 48" 50 5/8" 54" 60" 63"
1
D
0
FOR INSTALLATION
84" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.D +60.0 -60.0 +60.0 -60.0 +60.0 -60.0
96" A,B,G,H +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +58.8 58.8 +56.2 -56.2
106318" A,B,G,H +60.0 -60.0
+60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +55.2 -55.2 +52.3 -52.3
IN
THE HVHZ ABOVE 30
108" A,B,G,H +60.0 -60.0
+60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +54.6 -54.6 +51.7 51.7
FT. GLASS TYPES G -
L SHALL HAVE A
TEMPERED I.G. GLASS
111" A,B,G,H +60,0 50.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60,0 -60.0 +59.5 -59.5 +53.6 -53.6 +50.9 -50.9
UP TO 111" C,I
+60.0 1 -60.0
CAP. BOTH E DP
AND ANCHOR
QUANTITY
D,E,F,
UP TO V.
J,K,L
+75.0 -75.0
UNCHANGED.REMAIN
TABLE 2.
XOX (113,1/3,113) FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER)
WINDOW
GLASS
WINDOW HEIGHT
WIDTH
TYPE
ALL HEIGHTS UP TO
63"
TO 86 7116"
A'B'C'
G,H,I
+60.0
•50.0
TO 86 7/16"
D E,F,
J,K,L
+75.0
-75.0
TABLE 3.
OX AND XO FLANGE OR INTEGRAL FIN WINDOWS (FLANGED SHOWN. FIN WINDOWS W/ SAME DLO ARE 1" SMALLER)
WINDOW GLASS WINDOW HEIGHT
WIDTH TYPE 26"
36" 38 318" 48" 605181, 54" 60" B3"
60" A,B,G,H +75.0 -75.0
+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0
66" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +74.2 -74.2 +70.2 -70.2
72" A,B,G,H +75.0 75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +69.6 -69.6 +65.2 -65.2
"Finaaa
74" A,B,G,H +75.0 -75.0
3.8 -63.8
+75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +75.0 -75.0 +68.1 -68T+'7-5-0
...vlym tl�
C,D,E,F,
UP TO 74"
-75.0
Amp�ianexo
I,J,K, L
►�o
"fi,ii!
GLASS TYPES: TEST REPORT FTL-4858 (XOX), FTL-4859 (OX & XO) AND FTL-5330
A. 5/16" LAMI - (1/8' A, _090,1/8" A)
G. 13/16" LAMI IG-1/8" OR 3116'A (MIN.), 5116" OR 3/8" AIR SPACE, 5/16" LAMI - (1/8"A, .090,1/8"A)
B. 5118" LAMI - (1/8' A, .090,118" HS)
•
. h8/16"pr1 LGi118"�01�3/18P1 (MIN.), 5/16" OR 318" AIR SPACE, 5116" LAMI - (1/8"A, .090,118"HS)
C. 5/16" LAMI - (118" HS, .090,118" HS)
•
•
I. 13!16" 4Ajl1 (MIN.), 5/16" OR 3/8" AIRSPACE, 5/16" LAMI- (1/8"HS, .090,1/8"HS)
\,tN
�.`�p�� �Y�N MrjlFq''
•
tA.111 1/4" SPACE, 7116" LAMI 3116"A)
mse
it
D. 7/16" LAMI - (3118" A, .090, 3116" A)•
•
J. j%'r" IG;11$" �R�/1�;a (MIN.), 3116" OR - (3/16"A, .090,
I: ;
E. 7116" LAMI - (3/16" A, .090, 3116" HS)
"LAMI-(3116-A,.090,=
K. 13/96" LAMI IG-118" OR 3116"A (MIN.), 3/18" OR 114" SPACE, 7116 3/16"HS)
is 58705
No.
F. 7/16" LAMI - (3/16" HS, .090, 3116" HS)
IL 13/16" LAMI IG-1/8" OR 3/16"A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16"HS, .090, 3116"HS)itwl
_
A '•. STATE Cf
r : •.•���
: O.t�''•., xCOR�OP''�c��
JJor 90/»/!1 ft""- - NO CHIWOETHtSBHEET • • • • • • s •
10701 Et11NOf�GthRNE
�0�
DES/GN PRESSURES
J.a' 82oH9 D ADDED IG C4P7O6E
+30srNo� • • nOKont�e6=0,.L3.0
F1c;7rlw
C
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
�'r�SS/ONA,-`\�\
AIC 4/98107 C ADDWEGMLFJNOPT/ON&UPSATEAR-dBr'S'ME9 Pe • PDSWX 1e2e •
de"nor. aemeee NOKOEA8. FL 34714
aLVNPl6lIOL
VlaJbtY $atter
e.ewxoaeE aax m<m m..s,�w.
Dms awa
FJC 228/08 J.J. 323f08
HR790 ALTS 3 m 71 4127-?0 E'
P,E.083=
s • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
s
P
DL
F
L
27 3/8"
MAX. DLO 54 5116" MAX. DLO FIXED
VENT
110" MAX. WIDTH I.F. FRAME
111` MAX. WIDTH FLANGE FRAME
DETAIL B - XOX (1/4-1/2-1/4)
27 3/8" 27 3/8"
MAX. DLO F- MAX. DLO
VENT FIXED
x 0 x
I�— 85 7/16° MAX. WIDTH I.F.
r--86 7/18" MAX. WIDTH FLANGE FRAME
DETAIL C - XOX (1/3-1/3-1/3)
NOTE:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
LX SEALANT OR GASKET
3E AT HEAD AND SILL
IE
15
IG.
f
D D
I.F. FRAME PRODUCTRCVISBD
�= Build N owBB dm Florid•
Accggmo�wgowm
MimN
1
13 FLANGE FRAME
�ON1 LYNN 41144 i,,i
` '< ; ...........
'•.� iii
VIEW D -D !� ;
(FRAME CORNER CONSTRUCTION) 1 * No. 58705
DETAIL A - OX OR XO
JU 10117!11 E NOCHANGE""SHET • ••• • • • • • ELEVATlO1VS -�0MAN OP'. T�T�bZ ,:`Zw
J/Z Bf10/11 D NOCHANCIETF088F1EET ••• • • i�7N7Eo Ldpv rm : '•. FL......
FlG 4ff6W7 c u & • • P.0 1 • ALUM. HORIZONTAL ROLLERIMAIDOW IMPACT �'�SS''/IOI..rrN...��A1-
qP• NOKON�4134274 • '11d* BMW ma.wok � •� •SMO �' 0. LV(Allraa�crb P.E
F.K 1/18!00 d� 9 ;W7 mvio ALTS 1 4 all 1 4127-10 B P.ES58703
•••
uDLO FIXED C
JDLO VENT
• •
•••
•
•
FLAN
A
I
A
• •
FIRM
•
• •
•
•
••
ALI
318"
•
I
••
•••
•
IA)L
/
•••
MAXCONF
A
•
3,41 E
/
DLO
ALL
XED
/
I /
VENTS
82°
MAX.
TES
I.F. FRAME
O
I X
ALL
I
CONFIG.
I C • • •• •
t 73` MAX. WIDFliI.F. F9"
• • • •
i • • • • •
74` MAX. WIDTH FLANGE FRAME
• • • •
27 3/8" 27 3/8"
MAX. DLO F- MAX. DLO
VENT FIXED
x 0 x
I�— 85 7/16° MAX. WIDTH I.F.
r--86 7/18" MAX. WIDTH FLANGE FRAME
DETAIL C - XOX (1/3-1/3-1/3)
NOTE:
1. SEE SHEET 5 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
LX SEALANT OR GASKET
3E AT HEAD AND SILL
IE
15
IG.
f
D D
I.F. FRAME PRODUCTRCVISBD
�= Build N owBB dm Florid•
Accggmo�wgowm
MimN
1
13 FLANGE FRAME
�ON1 LYNN 41144 i,,i
` '< ; ...........
'•.� iii
VIEW D -D !� ;
(FRAME CORNER CONSTRUCTION) 1 * No. 58705
DETAIL A - OX OR XO
JU 10117!11 E NOCHANGE""SHET • ••• • • • • • ELEVATlO1VS -�0MAN OP'. T�T�bZ ,:`Zw
J/Z Bf10/11 D NOCHANCIETF088F1EET ••• • • i�7N7Eo Ldpv rm : '•. FL......
FlG 4ff6W7 c u & • • P.0 1 • ALUM. HORIZONTAL ROLLERIMAIDOW IMPACT �'�SS''/IOI..rrN...��A1-
qP• NOKON�4134274 • '11d* BMW ma.wok � •� •SMO �' 0. LV(Allraa�crb P.E
F.K 1/18!00 d� 9 ;W7 mvio ALTS 1 4 all 1 4127-10 B P.ES58703
•••
•
•
• •
•••
•
•
•
•
• •
• •
•
• •
•
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
INTERIOR
EXTERIOR,UL--j I INTERIOR
L R7U 21Jul 1 11 1 I
MAX. VENT DLO �— MAX. FIXED DLO —+I MAX. T DLO
MAX. WIDTH (FLANGE FRAME)
EXTERIOR 19 SECTION B -B 17
(HORIZONTAL SECTION - XOX SHOWN WITH FLANGE FRAME)
HEIGHT INTERIOR 17 35 32 37 39
FLANGE
FRAME MAX
VENT Ilc'+-�—SJ'I ISL—�,cLll Q
DLO 16
MAX
FIXED
DLO
�►- MAX. FIXED DLO MAX. VENT DLO 43
f
MAX. WIDTH (I.F. FRAME)
21 EXTERIOR SECTION A -A
ol (HORIZONTAL SECTION - OX SHOWN WITH INTEGRAL FIN FRAME)
o
24
'22)
EXTERIOR
INTERIOR
EXTERIORINTERIOR
'til---"IT�- • • • • H—s� LYNN6
emsSECTION GC HEAD No. 58705
(VERTICAL SECTION, FLANGE FRAME) (VERTICAL SECTION, I.F. FRAME) (VERTICAL SECTION, I.F. FRAME).b Q
J.J. 10117114 E NOCMANGETHISS14EET • • • • • s • • : 0 STA EOF
••• • • TO TECHNDLOlY ORNE � SECTIONaS �''i �••.!�COR10P.••
r R etzoitt D NOCHANOETTU9 SNEET • i • • • • • • Naf6Ml8suea2s ALUM. HORIZONTAL ROLLER WINQOW, IMPACT
FJG 4/18!07 C ADDBtlTEEORALFIN ITEMSft 42AN048ANAVWW .. PA.f�i621 •
V -w r NOKONtl9. FL 34274 jrys/b(y Bet7ersuit °�B°N° A ` A LYNN IASL'LER. P.E
F.K 29MJ.J. low 71010 Half S a 11 4127-10 E P e ® mm
•••
•
•
• •
•••
•
•
•
• •
•
• •
•
• •
•
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
ITEM DWG# REV DESCRIPTION
MAT'L
PGT#
1
4102
A FLANGEFRAMEHFAD
6063-T6 AL
612237
2
4025
SASH STOP STD. ANTI LIFT CLIP
6063-T5 AL
612244
3
•
# 8 X 3/4 PH. PAN HEAD
•
7834AA
4
4053
SASH STOP COVER (SASH STOP)
6063-T5 AL
•
6
4136
FLANGE FRAME SILL
6063-T6 AL
64136
7
4137
1 ISILLADAPTOR
6063-T6 AL
64137
8
4131
IROLLERTRACK
6063-T6 A L
64131
10
71298
WEEP HOLECOVER
POLYPROP.
71298
12
1626
ADHESIVE OPEN CELL FOAM PAD
93
7PAD1626
13
4002
A FLANGEFRAMEJAMB
6063-T6AL
612225
14
4134
GASKET FOR MAIN FRAME SILL JOINT
74134W/K
15
1 1155
48 X 1.000 QUAD PN. SMS
781PQA
16
4110
G SCREEN ADAPTOR
6063 -TS AL
64110G
17
4054
B IFIXED MEETING RAIL
6063RD -T6 AL
64054A
19
4066
WSTP,.187X.230,FIN SEAL
64066G
21
4105
SASH TOP & BOTTOM RAIL
6063-T5 AI.
612240
22
1683
WSTP.,250 X.270 BACK, FIN SEAL
61683G
23
225-1
ROLLER HOUSING & GUIDE
42112HD
24
226
BRASS ROLLER WHEELS
BRASS
7BRWHL2
29
4128
HORIZONTAL ROLLERSASH TOP GUIDE
POLYPROP.
44128N
32
4006
D SASHMEETINGRAIL
6063HS-T6AL
64006
33
1235
WSTP.,.170 X.270 BACK, FIN SEAL
67S16G
35
1096
SWEEP LATCH
DIE-CAST
71096
36
1016
#8 X.625 PH. FL. SMS
7858
37
4126
SASH SIDE RAIL
6063-T5 AL
64126
38
1 1683
W STP.,250 X.270 BACK, FIN SEAL
61683G
39
7070
BULB WEATHERSTRIP .187 X.275
67070K
40
ILIFT RAIL COVER CAP
74078"C' L OR R
41
4139
II.F. FRAME HEAD
6063-T6 AL
64139
42
4140
I.F. FRAME SILL
6063-T6 AL
64140
43
4141
I.F. FRAME JAMB
6063-T6 AL
64141
50
GLAZING SILICONE, DOW 899,9W95 OR DIVALENT
51
1 1224
VINYL GLA23NOBEAD BULB HICK
6TP247W
52
1225
VINYL GLA23NOBFAD BULB
6TP248K
53
4039
B GLAZINGBEAD-5/16"
6063-T5AL
64039B
54
4044
B GLAZINGBEAD-5/16" W/GRILLKIT
6063-T5 AL
644703
55
4222
A GLAZINGBEAD-7/16"
6063 -TS AL
64222
56
985
C GLAZING BEAD -7/16" W/URILLKIT
6063-T5AL
6985
59
4067
GLAZINGBFAD-13/16"
6063-T5AL
64067
60
GLASS 5/16" LAMI 1/8' A,090 M, 1/8" A • • • • •
• e • e
• • •
5116" LAME 1/8" A, .090 PVB 1/8" •
• • •
•06
5/16"LAME (1/8" HS,.090 PVB, l/8" • •
• • • • •••
t64
7/16" LAME 3/16" A,.090 PVB 3116" •••
•• • •
• ••
"
7/16" LAME 3/16" A,.090 PVB,3/16"HS
7/16" LAMI 3/16" HS, .090 PVB, 3/16" HS
•••
•
•
• •
• ••
•
•
• 1oro recw+ouor •Rn
WS •
•
• •
• N•KOMi & 34U6
•
••
•
• •
•
•
000
• P.O f. '62@
•
•
NOKOMI3.1.4
•••
•
•
• •
•••
•
•
68
13/16" LAMIIG•1/8"A (MIN.13/8" AIRSPACE, 5/16" LAMI 118"H8,.090PV8 1/8"HS)
69
13/16" LAMIIG•3/16"A (MIN.), 5/16"AIR SPACE, 5/16" LAMI 1/8"A,.090PVB,1/8"A)
70
13/16" LAMIIG•3/16"A (MIN.), 5/16- AIRSPACE, 5/16" LAMI I/8"A,.090PVB I/8"
71
13116" LAMI 1&3116'A (MIN.), 5116" AIRSPACE, 5/16" LAMI(1/8"HS,.090PVB, l/8"HS)
72
•
•
• •
• •
•
• •
•
75
"
13116"LAMI IG•3/16"A MEN.1 3116"AIRSPACE, 7/16'LAMI 3/16"A,.090P 3/16"A
76
13/16"LAMI IG•3116"A .),3116" AIRSPACE, 7/16"LAMI 3/16"A,.090PVB, 3/16"HS
77
•••
0
0
0
•••
0
0
rrEmjDW(XlREVl
DESCRVnON I MAIL I PGW
66
GLASS 13/16" LAM[ IGI/8"A(MIN.),3/8"AIR SPACE,5/16"LAMI 1/8"A,.090PVB,1/8"A
67
13/16" LAM[ 10-118"A (MIN.), 3/8" AIRSPACE, 5/16" LAMI (1/8"A,.090 PVB, 1/8"HS
68
13/16" LAMIIG•1/8"A (MIN.13/8" AIRSPACE, 5/16" LAMI 118"H8,.090PV8 1/8"HS)
69
13/16" LAMIIG•3/16"A (MIN.), 5/16"AIR SPACE, 5/16" LAMI 1/8"A,.090PVB,1/8"A)
70
13/16" LAMIIG•3/16"A (MIN.), 5/16- AIRSPACE, 5/16" LAMI I/8"A,.090PVB I/8"
71
13116" LAMI 1&3116'A (MIN.), 5116" AIRSPACE, 5/16" LAMI(1/8"HS,.090PVB, l/8"HS)
72
13/16" LAM] IG•1/8"A MIN. 1/4' AIR SPACE, 7/16" LAM] (3/16-A,.090 PVB, 3/16"A
73
13/16" IA MI IG -1/8"A IN. 1/4" AIR SPACE, 7/16" LAMI (3116-A,.090 PVB, 3/l6"HS
74
13116"LAMI IG•1/8"A (MIN.1 1/4" AIR SPACE, 7/16"LAMI 3/16"HS,.090PVB, 3/16"HS
75
"
13116"LAMI IG•3/16"A MEN.1 3116"AIRSPACE, 7/16'LAMI 3/16"A,.090P 3/16"A
76
13/16"LAMI IG•3116"A .),3116" AIRSPACE, 7/16"LAMI 3/16"A,.090PVB, 3/16"HS
77
'
13116" LAMI I&M6"A(MIN.),3/16" AIR SPA 7/16" IAMI 3/16"HS .090 PVB, 3/16"HS
90
1014
SCREEN FRAME(HOR & VER) 3105-H14 AL
91
1630
SCRH�IVCORNER KEYW/RINGS POLYPROP.
92
1631
SCREEN CORNERKEYWJOUTRTNM POLYPROP.
93
1073
SCREEN SPRING ST.ST.
94
1624
SCREEN SPUNE-. 135 DIA. FOAM EM PVC
95
1635
SCREEN SPLINE- .135 DIA. HARD EM PVC
96
1 ISCR13EN I CLOTH
2.710
2.824
F-ou
41 I.F. FRAME HEAD
#4139, 8083-T6
2.784
.082 3.162
.082
1.988
43 I.F. FRAME JAMB
011
#4141.8083 -TS\`", j LYNN 4f, "',,
2.710 No, 88705
42 I.F. FRAME SILL =_
#4140.6083-T6 U a 112— u
� '•, STAT OF
PARTS UST V\
ALUM. HORIZONTAL ROLLER WINDOW IMPACTONAt- .�`
•,romm c awr ease" an�,uo, a," I . p
Beaer HR7w NTS 6 - 11 4927-10 E a� P.ev� �
.062
1.73
1 73
�2.710�
O FLANGE FRAME HEAD
#4102A,6063 -T6
i- IIf.082
.490
�-1.451-►I
O SASH STOP
#4025, 6083-T5
062
11.349•-]
21 SASH TOP & BOTTOM RAIL
#4133,6063-T6
I
.060 .678
1.096 1 - -� T
GLAZING BEAD, 5/16"
�J #4044B, 6083-T5
(USED Wl GRILL KIT)
1.F
I.,2.710— -1
O FLANGE FRAME SILL
#4138,6063-T6
.061
.437r
I T7461
gO HORIZ. ROLLER TRACK
#4131,6063-T6
270
E.ase �7
�I 1.081
32 SASH MTG. RAIL
#4006D,6083HS-T8
1.187 �-•-
.082 M90
LA
O FRAME SILL ADAPTER
#4137,6063-T6
87 -ni1,18, 7 062I
�� I 1.403
17 FIXED MEETING RAIL
#4064S,6063HD-T6
71
2.
1. 9
.a
.281•-y
37 SASH SIDE RAIL
#4126,6063-T5
�p050 I
II �IP�678 .050.678
T
1.098 1.1 -F
'GC41NO EAD 1114"••• GLAZING BEAD, 7/16"
• � 5 • #� P24.A, TS*. • • • • #9860, 6063-T5
• • • • • • • • • (USED W/ GRILL KIT)
•• ••• •• • • • ••
0 76c1•FOL6rov � EiCTF
NOKOI•S,1a3420 r �Ua
• •• •
P.O. oFL 34 • e,srlbm�
NOKOR�L34274• Visibly BetGeo' fRt710
••• • • • • ••• • •
••• • • • ••• • •
O SASH STOP COVER
#4053,6063-T5
I•---2.784--�{
1.363
1 .082
13 FLANGE FRAME JAMB
#4002A,6063 -T6
8
.878
—T
53 GLAZING BEAD, 5/16"
#403913,6063-T5
.683 060
—� -- -- 1 -1.097
59 GLAZING BEAD, 13/16"
14067, 8083-T5
Het/ I 7 m 11 I 4127-10
PRODUCT REVISED
as complying wi0\ um Florida
I3n11aaigCode
=VMS
1
O
,\\Vlllltlt
� Qom..•' L\GENS6' ..'P
* ' No.58705
�p • �•STA E�'•�f/�:
.!CORED?.•' G?�
ONAL E\\\
t "duum PZ
0. LYNN M
P.E.468705
ANCHOR QUANTITIES, XOX (114-1/2-1/4) WINDOWS
GLASS TYPES A,B,C,G,H,1
ANCHORTYPE� 2,3, WOOD 1 2, CONC 1 1, CONC
& SUBSTRATE ZONES
WINDOW SIZE HEAD & SILL
W v H
63.125x 38.375 1+C2+1+C2+1
48.000 l+C2+1+C2+1
80.625 1+C2+1+C2+,1
54.000 1+C2+1+C2+1
80.000 1+C2+1+C2+1
63.000 1+02+1+C2+1
60.D00x 38.378 1+C2+1+C2+1
48.000 1+C2+1+C2+1
50.825 1+C2+1+C2+1
54.000 1+C2+1+C2+1
60.000 1+C2+1+C2+1
63,000 1+C2+1+C2+1
74.000 x 38.375 1+C2+2+C2+1
4ILWO 1+C2+2+C2+1
69.625 1+C2+2+C2+1
54.000 1+C2+2+C2+1
69.000 1+C2+2+C2+1
63.009 1+C2+2+C2+1
84.000x 38.375 1+C2+2+C2+1
48.900 1+C2+2+C2+1
50.628 1+C2+2+C2+1
54.000 1+C2+2+C2+1
60.000 1+C2+2+C2+1
63.000 1+C2+2+C2+1
106.375x 38.375 1+C2+2+C2+1
48.009 1+C2+3+CZ+1
50.625 1+C2+3+C2+1
54.W0 1+C3+3+C3+1
60.000 1+C3+3+C3+1
63.000 1+C3+3+C3+1
111.000x 38.375 1+C2+3+C2+1
48.000 1+C2+3+C2+1
80.628 1+C2+3+C2+1
54.000 1+C3+3+C3+1
60.000 1+C3+3+C3+1
63.000 1+03+3+C3+1
GLASS TYPES D,E,F,J,K,L
2,3, WOOD 1 2, CONC 1 1, CONC
HEAD & SILL 111 HEAD & SILL 121 HEAD & SILL I E I HEAD & SILL I E I HEAD & SILL
1+C2+1+C2+1
1+C2+1+C2+1
1+02+1+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+1+C2+1
1+C2+2+C2+1
1+C2+2+C2+1
1+C2+2+(2+1
1+C2+2+C2+1
1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
1+C2+1+C2+1 2 1+C2+1+42+1 2 1+C2+1+C2+1
1+02+1+C2+113 1+02+1+C2+1 3 1+C2+1+C2+1
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1
1 +C2+ I +C2+11 3 11+42+1+C2+1 3 1+C2+1+42+1
1+C2+1+C2+1 3 1+C2+1+C2+1 31 1+C2+1+C2+1
1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1
1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1
1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1
1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1
1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1
1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1
1+C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2+2+C2+1
1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1
1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1
1+C2+2+C2+1 3 1+C2+2+C2+1 3 1+C2+2+C2+1
1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1
1+C3+2+C3+1 3 1+C3+2+C3+1 3 1+C2+2+C2+1
1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3+C2+1
1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C2+3+(2+1
1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1
1+C3+3+C3+1 3 1+C3+3+C3+1 3 1+C3+3+C3+1
1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1
1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+44+1
1+C2+3+C2+1 2 1+C2+3+C2+1 3 1+C2+3+C2+1
1+C3�#C3tM
tp-t-CV10 3+
1+C•+3+C3+1 1+C14�0*1 a 1103 + 1
1+C2+1+C2+1
1+C2+1+C2+1
I+C2+1+C2+1
1+42+1+C2+1
1+C2+1+C2+1
1+C3+1+C3+1
i+C2+2+C2+1
1+C2+2+C2+1
1+C2+2+C2+1
1+C3+2+C3+1
1+C3+2+C3+1
1+C2+2+C2+1
1+C2+2+C2+1
1+C2+2+C2+1
1+C3+2+C3+1
1+C3+2+C3+1
1+C3+2+C3+1
1+C2+3+C2+1
1+C3+3+C3+1
1+C3+3+C3+1
1+C4+3+C4+1
1+04+3+C4+1
1+C4+3+C4+1
1+(2+4+C2+1
1+03+4+C3+1
1+C3+4+C3+1
1+C4+4+04+1
1+C4+4+C4+1
1+CS+4+C5+1
1+C2+2+C2+1 3 I 1+C3+3+C3+1 1+e3+4J419.C3 3 1+C4+4+C4+1 3
1+C2+2+C2+1 3 1+ +3+C4+1 3 1+C4+3+C4+1 4 1+C3+3+C3+1 3 1+C4+4+44+1 3
1+C2+2+C2+1 3 1+C4+3+C4+1 3 1+C4+3+C4+1 4 1+C4+3+C4+1 3 1+C8+4+C5+1 4
GE ras ahwT • • • • • • • • • w
lCAPTOBE76NPEIEt +90J7N0 • • 0 TEC
N�x09fi:�yi�
rA9LE4,saECTvALU801/L;,@ANL7(ctt • P.o. els• •
NOW". FL 34274• Visibly $gam
• •• •• • • • •• ••
••• 0 0 0 ••• 0 •
NOTES:
1. ANCHOR TYPES:
1 -1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 -#12 STEEL SCREWS (G5)
2. GLASS TYPES: A
A. 5118" LAMI - (118" A,.090,1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30
B. EMS' LAMI - (118" &.090, 11W HS) FT, GLASS TYPES G - L SHALL HAVE A
C. EMS' LAMI - (1/8" HSA90, 1/8" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND
D. 7116" LAMI - (3/16'&.090, 3116" A) ANCHOR QUANTITY REMAIN UNCHANGED.
E. 7116" LAMI - (3/16° A,.090, 3116" HS)
F. 7/16" LAMI - (3/18" HS,.090, 3/16" HS)
G. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAM] - (1/8" A,.090, 118" A)
H. 13/16" LAMI IG -118' OR 3116" A (MIN.), 5116" OR 3/8" SPACE, 5/16- LAMI - (1/8" A,.090,1/8" HS)
I. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 5/16" OR 318" SPACE, 5/16" LAMI -(1B HS,. W 1/8" HS)
J. 13118" LAMI IG -11W OR 3/16" A (MIN.), 3116" OR 114" SPACE, 7/16" LAMI -(3110A.090, 3116" A)
K. 13116" LAMI IG -118" OR 3116"A (MIN.), 311W OR 114" SPACE, 7116" LAM] - (3/16" A,.090, 3116" HS)
L. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 3116" OR 1/4" SPACE, 7/16" LAMI - (3118" HS,.080, 3/16" HS)
3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
HEAD & SILL: 101/2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE.
26 3/4" MAX. FROM CORNERS.
JAMBS: 9" MAX. FROM CORNERS AND 22 112" MAX. O.C.
TABLE KEY:
X O X
ll+C3+4+C3+11 3 1 ANCHOR QUANTITY PER JAMB
HEAD AND SILL ANCHOR QUANTITY.
A CLUSTER OF (3) ANCHORS CENTERED
AT EACH MEETING RAIL PLUS (1)
ANCHOR AT EACH OPERABLE VENT
PLUS (4) ANCHORS AT FOCED SECTION.
(12) ANCHORS TOTAL AT HEAD AND SILL.
(3- MIN. O.C. ANCHOR SPACING)
25 314" max.
9" REF. X
O
X
-
-
-
PRODUCrREVISED
MTG. RAIL, TYP.
as ceaplgft with Ow ericIa
g
BAu�No-
XAPLE CLUSTER W/ QTY. OF (3) ANCHORS
(SHOWNW TABLE KEY ABOVE)
mi
25 3/4" MAX.
1
1+--3"
9" REF.
MW.
MIN.
LYNN
` * ' No. 58705
MTG. RAIL, TYP.
EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS
- =
= v
VSTA.1f^ �[/-•
awn&aoc
:�O
ANCH0R4GESPACING, XOX 114-1/2-1/4
;;�F'' FLORIOP..•' ���
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
' 11141
1It��
A LYNN P.E.
HMO MTS 8 � 11 4127-10 E
P.E#etm
ANCHOR QUANTITIES,
XOX 113-113413 WINDOWS TABLES
NOTES:
1. ANCHOR TYPES:
1 -1/4" ELCO TAPCONS 2.1/4" ELCO SS4 CRETE -FLEX 3-#12 STEEL SCREWS (G5)
2. GLASS TYPES: p
A. 5116" LAMI - (118" .,.090, mr A) FOR INSTALLATION IN THE HVHZ ABOVE 30
B. 5116" LAMI - (1/8' 0,.090,1/8' HS) FT, GLASS TYPES G - L SHALL HAVE A
C. b/16" LAMI - (1/8" HS,.080,1/8" H5) TEMPERED I.O. GLASS CAP. BOTH THE DP AND
7116" LAMI - (3/16" .,.090, 3118" A) ANCHOR QUANTITY REMAIN UNCHANGED.
E.7/16"LAM[-(3/16'A,.09Q HS)
F. 7/16' LAMI - (3/18' HS,.090,,311 3116" HS)
G. 13116" LAMI IG -11W OR 3116' A (MIN.), 6116" OR 318" SPACE, 6/16" LAMI - (1/8" A,.090, 1/8" A)
H. 13/16" LAMI IG -1/8" OR 3116" A (MIN.), 5116' OR 3/8" SPACE, 5116" LAMI - (1/8" .,.090, 1/8" HS)
I. 13/16" LAMI IG - 1/8" OR 3116" A (MIN.), 5/16" OR 3/8" SPACE, 5116" LAM] - (1/8" HS,.090, 1/8" HS)
J. 13116" LAMI IG -1/8" OR 3116' A (MIN.), 3/16" OR 1/4' SPACE, 7/16" LAMI -(3/16- A,.090, 311(" A)
K. 13/16" LAMI IG -1/8' OR 3/18" A (MIN.), 3/18" OR 114" SPACE, 7/18' LAMI - (3118" A,41M, 3116" HS)
L. 13116' LAMI IG -1/8" OR 3118" A (MIN.), 3/16' OR 1/4' SPACE, 7/16" LAMI .(311(r HS,.090, 3/18" HS)
3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
HEAD & SILL: 101/2' MAX. ON EACH SiDE OF MEETING RAIL CENTERLINE
26 314" MAX. FROM CORNERS
JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C.
TABLE KEY:
X 0 X
11+C3+1+C3+1 3 r --ANCHOR QUANTITY PER JAMB
HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER OF (3) ANCHORS CENTERED
ON EACH MEETING RAIL PLUS (1)
ANCHOR AT EACH OPERABLE VENT50.625
PLUS (1) ANCHORS AT FIXED SECTION.
(9) ANCHORS TOTAL AT HEAD AND SILL.
(3" MIN. O.C. ANCHOR SPACING)
25 314' MAX.
--.-1f---3" MIN.
�F' X O X
T- ":�
VISED
us Co 7CI•RCfthdw
MTG. RAIL. TYP. ns complying wGit Uw tloride
h2d=Nft�
EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS48.000
(SHOWN IN TABLE KEY ABOVE)
25 314" MAX.
112'TYP.
tllltli
I�3° MIN `�� NY LYNN
X O X ��� ��� �1GENS F '•• P
* No.58705 *'
MTG'RAIL,TYP'
EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS = -4 . 6L
o %O •• STAH7H1
T1
ANCHORAGE SPACING, XOX 1/3-9/3-113 ;, �:` ,.JJZ
// SVi- =7 ALUM HORIZONTAL ROLLER WINDOW IMPACT 'r ZONAL V
B ' aQ till I t 1 t
r5rrlo NTS 9 11 4127-10 P- Lyw"P.'
a E P.F-#W 6
ANCHOR TYPE
& SUBSTRATE
GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L
2,3, WOOD 2, GONG 1, CONC 2,3, WOOD 2, CONC 1, GONG
ZONES ZONES ZONES ZONES ZONES ZONES
W INOOW SIZE
m m m a m m
HEAD & 3dL HEAD &SILL HEAD &SILL HEAD &SILL HEAD &SILL HEAD &SILL
48.000x 38.378
48.000
50.625
54.000
60.000
83.000
1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 i+C2+1+C2+1 2 1+C2+1+C2+1 2
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3D.
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+i 3 1+C2+1+C2+1 3
1+C2+1+C2+t 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
1+CZ+1+C2+1 3 1+C2+7+C2+1 3 1+C2+1+02+1 3 1+(+1+02+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3
53.125x 38.375
46.000
60.625
64.000
60.000
63.000
1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C3+1+C3+1 3
1+C2+1+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3
60.000 x 38.375
48.000
50.626
54.000
60.000
63.00
1+C2+1+C2+1 2 1+C2+1+C2+1 2 t+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
1+C2+i+C2+1 3 1+C2+1+C2+1 3 i+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 I+C3+1+C3+1 3
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+i+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3
1+C2+1+02+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1 1+C3+1+C3+1 31
66.000 x 38.376
46.000
54.000
60.000
53.00
1+C2+1+C2+1 2 1+C2+i+C2+1 2 1+C2+i+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2
1+C2+1+C2+1 31+C2+1+C2+1 3 1+C2+1+C2+1 3 t+C2+1+C2+1 3 1+C2+1+C2+1 3
1+C2+1+C2+1 +C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3
131+C2+1+C2+1
1+C2+1+C2+1 +C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3
1+C2+1+C2+1 +C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 t+C1+1+C3+1 3
1+C2+1+C2+1 +C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3
74.000 x 36.375
46.000
50.825
54.000
SMIXID
83.000
1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 j 1+C2+1+C2+1 2 1+C2+1+C2+1 2
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 311 +C24 I +C2+1 3 1+C2+1+C2+1 3 11+C3+1+C3+1 3
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3
1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+i 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3
84.000x 36.376
80.625
SCOW
60.000
83.00
1+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+1+C2+1 2 I+C2+1+C2+1 3 1+C2+i+C2+1 2 1+C2+1+C2+1 2
1+C2+1+C2+1 3 1+02+1+C2+1 3 1+C2+1+C2+1 3 1+CZ+1+02+1 3 1+02+1+C2+1 3 9+C3+1+C3+i 3
1+C2+1+C2+1 31+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 3 1+C2+1+C2+1 31+03+1+C3+1 3
1+C2+1+C2+1 3 1+C2+1+02+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 3 1+C2+1+C2+1 3 1+C3+1+C3+1 3
C2+1 3 1+C3+1+03+1 3 1+03+1+C3+1 4 1+C3+1+C3+1 3 1+C3+1+C3+1 3
1K1+C2+l+U+1
+1+C2+1 3 1+C3+1+C3+1 3 1+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4
88.437 x 38.378
48.000
60.625
54.000
60.000
63.000
+1+Cfl+1 'IK2.1+B2+1 2 1+0t+1•C2+1 3+ 1+C2+1+C2+1 2 1+C2+1+C2+1 2
+1+(�+1 3 yC2+IAF + 3 +0�+1iC2i1 3 1+C2+1+C2+1 3 1+C3+1+03+1 3
N1+.+l+.l
+1+1 3 1+ + 3+ C2+1 1+C2+1+C2+1 3 1+C3+1+C3+1 3
+14C2+118 1•C3+i•e3+1 • 1+08+1•C3.1 3 1+C2+1+C2+1 3 1+C +1+C3+1 3
+1+C2+1 3 1+C3+1+C3+1 3 1+03+1+C3+1 4 1+C3+1+C3+1 3 1+C4+i+C4+1 4
1 1+C3+1+C3+1 3 1+02+1+C2+1 3 1+C3+1+C3+1 3 t+C3+1+C3+1 4 1+C3+1+C3+1 3 1+C4+1+C4+1 4
no.•
• • •
E NOC 7HF4
•TECHNOLoaYORNE
xoluus, FL 3ozB
D DED Kd OBE +30 OT��o
C UPDATE TAB 6, TV 'lb • P.O. sqx 1828
e . mn" NOKOWS. FL a4r14
d,l. 3/2?ILS
BY10/11
FJG 4/16/07
e, a
F'JC 2/28/08
Wsibly Better
•••
•
•
• •
•••
•
•
•
• •
•
• •
•
•
• •
•
••
••
• •
•
••
••
•••
•
•
•
•••
•
•
ANCHOR QUANTITIES,
XO & OX WINDOWS
P T
-
ANCHORAGE SPACING, OX AND XO WINDOWS
4
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
���'�n ' STA P ; • �((/`
C ''•.•(ORlO ,•'''G\`�
�'!s;S NAL
4�I11�tltt��`
A LYNN MILLER, P.E.
P.EAwmE
am
J.R ;2W1 D ADDED/0CA►T09d +30/TIYOTEI •• •
TABLE 6
NOTES:
1. ANCHOR TYPES:
1 - 1/4" ELCO TAPCONS 2 - 1/4" ELCO SS4 CRETE -FLEX 3 - #12 STEEL SCREWS (G5)
2. GLASS TYPES: D
A. 5/16" LAMI - (118" A,.090,1/8" A) FOR INSTALLATION IN THE HVHZ ABOVE 30
B. 5/16" LAMI - (1/8" A,.080.118" HS) FT, GLASS TYPES G - L SHALL HAVE A
C. 5/18" LAMI - (1/8" HS,.090, 118" HS) TEMPERED I.G. GLASS CAP. BOTH THE DP AND
D. 7/18" LAMI - (311(rA,.090, 3/16" A) ANCHOR QUANTITY REMAIN UNCHANGED.
E. 7/16" LAM[ - (3116" A,.090, 3116" HS)
F. 7/18" LAMI - (311(" HS,.090, 3116" HS)
G. 13/16" LAMI IG -11W OR 3116'A (MIN.), 6/16" OR 318" SPACE, 6116" LAMI - (1/B" &.090, 1/8" A)
H. 13116" LAM[ IG -1/8" OR 3116" A (MIN.), 6/18" OR 3/8" SPACE, 6116" LANA - (1/8" A,.090, 1/8" HS)
I. 13/18" LAMI IG -118" OR 3/16'A (MIN.), 6/18" OR 3/8" SPACE, 6116" LAMI - (1/8" HS,.090, 118" HS)
J. 13!16" LAMI IG -1/8" OR 3/18" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAM[ - (3116" A,.090, 3/16" A)
K. 13/16" LAMI IG -118" OR 3/16" A (MIN.), 3/16" OR 1/4" SPACE, 7/18" LAMI - (3/18" A,.090, 311(" HS)
L. 13/16" LAMI IG -118" OR 3116" A (MIN.), 3/16" OR 1/4" SPACE, 7/16" LAMI - (3/16" HS,_090, 311(" HS)
3. WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING
DIMENSIONS. FOR WINDOW SIZES NOT SHOWN, GO TO NEXT LARGER WINDOW IN TABLE.
HEAD & SILL: 101P2" MAX. ON EACH SIDE OF MEETING RAIL CENTERLINE.
18 3/4" MAX. FROM CORNERS.
JAMBS: 9" MAX. FROM CORNERS AND 22 1/2" MAX. O.C.
TABLE KEY: O X
2+103+2 3 -ANCHOR QUANTITY PER JAMB
HEAD AND SILL ANCHOR QUANTITIES
A CLUSTER ON MEETING
CENTERED ON THE MEETING RAIL
PLUS (2) ANCHORS AT OPERABLE
VENT AND FIXED SECTION. (7)
ANCHORS TOTAL AT HEAD AND SILL.
(3" MIN. O.C. ANCHOR SPACING)
314" MAX.
j ---1 �--3" MIN.
g„ REF
T_X 0
PRODUCTREVISFm
MTG. RAIL ascomplyungwul,the Florida
EXAMPLE CLUSTER W/ QTY. OF (3) ANCHORS AA cce mum 4
(SHOWN IN TABLE KEY ABOVE)
p�
8 &V' MAX.
-�{r' -11/2" TYP.
9" REF. .���` Op4( LYNN
X �''�10ENSF'•.
= * ' No. 58705
MTG.RAIL = _
EXAMPLE CLUSTER W/ QTY. OF (4) ANCHORS �
ANCHOR TYPE
& SUBSTRATE
GLASS TYPES A,B,G,H GLASS TYPES C,D,E,F,I,J,K, L
2.3, WOOD 2, CONC 1, CONC 2,3, WOOD 2, CONC 1, CONC
ZONES ZONES ZONES ZONES ZONES ZONES
WINDOW SIZE
W v H
U7m J In
m s m 0-1 m Q -� m O g m � m
0) m to 2 y 2 N 2 co
a8 _ °S _ °3 -4i = °5 _ °6 s °ff
37.000 x 38.375
48.000
50.625
54.000
60.000
63.000
1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2
1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3
1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3
1+102+1 3 1+102+1 3 1+102+1 3 1+102+1 3 1+102+1 3 1+102+1 3
1+102+1 3 1+C2+1 3 1+103+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3
1+102+1 3 1+102+1 3 1+103+1 3 1+102+1 3 1+102+1 3 1+103+1 3
48.000 x 38.375
48.000
50.625
54.000
60.000
63.000
1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2
1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3
1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3
1+102+1 3 1+102+1 3 1+103+1 3 1+102+1 3 1+102+1 3 1+103+1 3
1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+113 1 1+C3+1 3
1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3
53.125 x 38.375
48.000
50.625
64.000
60.000
63.000
1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2
1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3
1+102+1 3 1+102+1 3 1+103+1 3 1+102+1 3 1+102+1 3 1+103+1 3
1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3
1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3
1+C3+1 4 1+C3+1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3
60.000 x 38.375
48.000
50.625
54.000
60.000
63.000
1+C2+1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2
1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 1+C2+1 3 2+C3+2 3
1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3+1 3 1+C2+1 3 2+C3+2 318
1+C3+1 4 1+C2+1 3 2+C3+2 3 1+C3+1 4 1+C2+1 3 2+C3+2 3
1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4
1+C3+1 4 1+C3+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C4+2 4
66.000 x 38.375
48.000
50.825
54.000
60.000
63.000
2+C2+2 3 1+C2+1 2 2+C2+2 3 2+C2+2 3 1+C2+1 2 2+C2+2 3
2+C2+2 4 1+C2+1 3 2+C3+2 3 2+C2+2 4 1+C2+1 3 2+C3+2 3
2+103+2 4 1+102+1 3 2+103+2 3 2+q+2 4 1+102+1 3 2+103+2 3
2+C3+2 4 1+C2+1 3 2+C3+2 4 2+C3+2 4 1+C2+1 3 2+C3+2 4
2+C3+2 4 1+C3+1 3 2+C4+2 4 2+03+2 4 1+q+1 3 2+C4+2 4
1+C3+1 4 1+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4
74.000 x 38.375
48.000
50.625
54.000
60.000
63.000
2+C2+2 3 2+"+2 2tC?•+2 2+C2+2 2+C2+2 2 2+102+2 3
•
2+C3+2 4 C2+2 3. 29 2 4 2!C342 •4 2+C2+2 3 2+C3+2 4
2+C3+2 4 2+a+2 4. 2•C3'i•2 4. 2*38*2 4 2+C2+2 3 2+C3+2 4
2+C3+2 4 21-63+2 8. 2+@411-2 4 2*C3.2 •4 2+C3+2 3 2+C4+2 4
2+C3+2 4 1+C3+1 3 2+C4+2 4 2+C3+2 5 2+03+2 3 2+C4+2 4
2+103+2 4 1 1+103+1 3 2+104+2 a 2+104+2 5 2+103+2 4 2+104+2 5
Ja 1QH7/11 E NOOMMETMSSREET • • • • •
•
70�D TECHNOLOGY DRIVE
•NOKOMIS,FL34M
•
P.O.SpxI=
NOKOMIB, R 30274
P T
-
ANCHORAGE SPACING, OX AND XO WINDOWS
4
ALUM. HORIZONTAL ROLLER WINDOW, IMPACT
���'�n ' STA P ; • �((/`
C ''•.•(ORlO ,•'''G\`�
�'!s;S NAL
4�I11�tltt��`
A LYNN MILLER, P.E.
P.EAwmE
am
J.R ;2W1 D ADDED/0CA►T09d +30/TIYOTEI •• •
RK 4H8/07 C CHGTABLE#08,916ELEOrVANWDUEWOANCNOR44P.HDJ
An X..
FX. 2I18/OB JJ 8/29/OB
Wsib0, ggypgr
Be4orAl"94 &• : Isar umag IPsw
Mt711 NTS 1 10 a 11 4127-10 E
• • • • • • • • • •
••• • • • ••• • •
1314" MIN. E.D. TYP.
NOTES:
MIN. 3.4 KSI 2x WOOD BUCK,
1. FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED 1/4" ELCO
NOTE 3 1 3B"
CONCRETE*OMA
TAPCONS EMBEDED 1 318" MIN. OR 114"SS4 CRETE -FLEX EMBEDED 1 3/4" MIN.. MINIMUM DISTANCE FROM
MIN.
ANCHOR TO CONCRETE EDGE IS 1314". FLATHEAD ANCHORS MUST BE #12 TRIMFIT HEAD.
NOTE 1
1x WOOD
��
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5) OR 1/4" SS4 CRETE -FLEX WITH
BUCK,71 =_
#12 TRIMFIT HEAD.
NOTE3I 13.
4127-10 E
14" 1/
WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE TOTAL THICKNESS IS LESS
THAN 1 112. 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE.
Ax• MAX.
WOOD BUCKS DEPICTED AS 2x ARE 1 1/2'THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD
HIM SHIM
BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION.
CONCREWOOD
ANCHOR, ANCHOR,
4. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 81183-T5 AND A MINIMUM
NOTE 1 DETAIL A NOTE 2 DETAIL B
OF 1/8" THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE
WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A
TYPICAL FLANGE FRAME HEAD SECTIONS
#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE
RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED.
114"
MAX,.,
5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER
SHIM 1 318"1t4°MAX SHIM 1 114"MIN
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE.
MIN. I (1.5 KSI CMU)
OR
PER NOTE 1
' (3.4 KSI CONCRETE)
WOOD CONCRETE
ANCHOR, ANCHOR,
NOTE 2 NOTE 10 13/4° a EXTERIOR INTERIOR �%
7MIN. E.D (HEAD & SILL DETAILS A, B, C, D, G & H)
...• TYP.
2x WOOD BUCK, NOTE 3 1x WOOD BUCK, NOTE 3 _T4 SEE NAIUNt
INTERIOR
DETAIL E DETAIL F (JAMB DETAILS E, F & 1)
TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR
lu
CONCRETE
ANCHOR,
NOTE 1
WOOD
ANCHOR,
NOTE 2
114' 114"
MAX. MAX.
SHIM SHIT
• NOTE 1 1 318° MIN.
�•.
MIN. 3.4 KSI E.D. • •'• • • •' i .
CONCRETE • 2x WOOD • • i ' • r• •'' •
DETAIL C e e' �yQc e; ' I'De •'
NOTE 3
S
NAILII
DETAIL H (HEAD)
NAILING
.131 DIA. MIN. x 2112" NAIL
AT CORNERS AND S' O.C.
TYPICAL DETAILS G, H & I.
DETAIL G (SILL)
IE SILL SECTIONS TYPICAL INTEGRAL FIN FRAME
• • • • • • P T ANCHORAGE' DETAILS
10W TECHNOLOGY DRNE
• • • • •• • ONOKOMIS, Fl. 36278 Tlbs
srs�e , Rke sr • P•O.BQx1828 --- ALUM. HORIZONTAL ROLLEI
cm
NOKOMIS, R 34274 V*ib& Bamr �aA4eaast same RBOC'
M,710 Neff 11 ii
0:0 •• • • • • 0:0 •• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
wi1H dw nwida
1t�lL
II
\\tI LI III
��` ONY LYNIV
F`
dll� SEE NAILING
DETAIL 1(JAMB)
'k' No. 58705
1+1!
"�(�''•• STA E OFA •(:/�
WINDOW, IMPACT
A LYNN �IL PP.
�
4127-10 E
P.E.nm
ae7ae