HomeMy WebLinkAbout2001 W 11 St; 17-3265; PORCH REPAIRb _ Y, '
a CITY OF SANFORD
AN, BUILDING & FIRE PREVENTIONV : 4y j
Cut PERMIT APPLICATION
Application No
Documented Construction Value:
Job Address: , d O l' 4- Historic District: Yes No. E(
Parcel ID: 315. 11 - LSbjo-,o <5-O p, Residential [ Commercial'
Ty e-of Work: New Addition Alteration Repair 0 Demo Change of Use. Move
Description of Work:(iCl
Plan Review Contact Person:
Phone: Fax: Email:
Propehy. Owner Information
NameLiae
Street: Q(-, }
City, State Zip: I
Title:
Phone: L4Q 9-& 5 9- 7,9`tom/ Resident
of property? : 1
Contractor
Information p Name
1.s:. t...
nc-C':Z• Phone: Street:
1,Z J JAI. ! l?Y, - 5-f Fax: City,
State Zip: /T{<. { q State License No.: 13 e- 11 S f 2,S 7 Architect/
Engineer Information Name: _
S 1 7 ( Phone: Street:
7 & /9 "! avh c ( c o d a Fax: City,
St, Zip: _ jg K-, E-mail: Bonding
Company: Address:
Mortgage
Lender: Address:
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 RECORDING YOUR NOTICE OF COMMENCEMENT.
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 standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. l FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised.
June 30, 2015 -- --- - --- --- --- -- --- -- -- Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that -I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
c
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoning.
gnature of Owner/Agent Date
f '
Print Owner/Agent's Name .
Signature orysStale ofFlor
ANNETTE BLAND
Notary Public - State of Florida
Commission # GG 060623
My Comm. Expires Jan 16, 2018
Owner/
Produced ID Type of ID
Signature of Notary -State of Florida
Produced ID Type of ID .
BELOW IS FOR OFFICE USE ONLY
62: 5_ 10
to Me or
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft of -Bldg:
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric. - # of Amps - Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES: _
ENGINEERING: 5 FIRE:
COMMENTS:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: 1/
Revised: June 30, 2015 Permit Application
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as water
management districts, state agencies, or federal agencies.
Acceptance of permit is verification that -I will notify the owner of the property of the requirements of Florida Lien Law, FS 713.
The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required
in order -to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal.
The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in
accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value,
credit will be applied to your permit fees when the permit is issued.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information -is accurate and that all work will
be done in compliance with all applicable laws regulating construction and zoltin
Signature of Owner/Agent Date Signature of Contractor/Agent Date
Print Owner/Agent's Name .
ANNETTE BLAND
Notary Public - State of Florida
commission # GG 060623
my comm. Expires Jan 16, 2018
of Florida Date
Own 5 or Contractor/Agent is Personally Known to Me or
Produced ID Type of ID Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type:
Total Sq Ft ofBldg:,
Occupancy Use:
Min. Occupancy Load:
Flood Zone:
of Stories:
New. Construction: Electric - # of Amps Plumbing - # of Fixtures,
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING:
COMMENTS:
UTILITIES:
ENGINEERING: S FIRE:
Fire Alarm Permit: Yes No
WASTEWATER:
BUILDING:
Revised: June 30, 2015 Permit Application
CITY OF SANFORD14- BUILDING -& FIRE PREVENTION
PERMIT APPLICATION
Application No:
Documented Construction Value: $ So o. n p
Job Address: d O (/Q , fa ,; K, l¢ Historic District: Yes No. L
Parcel ID: 3 5. ! rt . D -51 / - Cc k c 3 Residential Q Commercial
Type of Work: New Addition Alteration D. Repair Q Demo Change of Use. . Move
Description of Work:
Plan Review'Contact Person:
Phone: Fax: Email:
Property Owner Information
Name L iae-
Street:&c,
City, State Zip: ci('ygYJ
Title:
Phone: L4 09
Resident of property?
Contractor Information
Name Phone: . j;• 4 .:,:,s
Street: PZ `Z lei i . /qiY` 5fi
City, State Zip: AT :Kg l Fax:
State
License No.: e" 73 e_ /Z S / 2.S 7 Architect/
Engineer Information Name: '
S; 1 L!_ '7 [ Phone: Street:
7 &/9 '!avh kc c d Fax: _ City,
St, Zip: (-.((aeap r --A 14- - E-mail: Bonding
Company: Address:
Mortgage
Lender: Address:
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 RECORDING YOUR NOTICE OF COMMENCEMENT.
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 standards of all laws regulating construction in
this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces,
boilers, heaters, tanks, and air conditioners, etc. FBC
105.3 Shall be inscribed with the date of application and the code in effect as of that date: 511 Edition (2014) Florida Building Code Revised:
June 30, 2o15 Permit Application
Revision
Response to Comment lcl—
REAR 15 2018
Permit # % 3 c (.oT Submittal Date
Project Address: C 0 0 1 //("p
Contact:
w
Email:
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
Fax:
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
General description of revision:
4
i1 / • 6 //Q OC. C i I l a —
1
U
ROUTING INFORMATION
Approvals
Building SF H- 1 o- 1 8
SSXKFORDFIREDEPARTMENT
PLAN REVIEW COMMENTS
Building & Fire Prevention Division
Application Number: 17-3265 Date: 12/28/17
Project Description: Residential Alteration Contact Name: Marshall Pollard
Job Address: 2001 W 16" Street Contact Email: marshallpollard42(d)gmail.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.s;ov. Provide two copies of affected plan sheets and/or
supplemental information as requested. Permit submittals will not be accepted without two copies.
2ND REVIEW COMMENTS:
ORIGINAL COMMENT
2. Please provide two (2) copies of Florida Product Approval and corresponding manufacturer installation instructions for the
windows that will be installed.
FBC 107
2ND REVIEW COMMENT
This comment has not been answered
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
Office meetings with the plans examiner to discuss comments will require an appointment arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Residential Plans Examiner
1-
i
CITY OF
yD SXRF®RD
FIRE DEPARTMENT
PLAN REVIEW COMMENTS
Building & Fire Prevention Division
Application Number: 17-3265 Date: 11/16/17
Project Description: Residential Alteration Contact Name: Marshall Pollard
Job Address: 2001 W 16" Street Contact Email: marshallpollard42(fi,)amail.com
This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a
complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be
submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as
amended by City of Sanford ordinance viewable on our website at www.sanfordfl.cov. Provide two copies of affected plat: sheets muUor
supplemental information as requested Permit submittals will not be accepted without two copies.
COMMENTS:
1. Two (2) copies of the plan page are required to be submitted for review. Only 1 copy was submitted.
FBC 107
2. Please provide two (2) copies of Florida Product Approval and corresponding manufacturer installation instructions for the
windows that will be installed.
FBC 107
Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal
ordinances of this jurisdiction.
Office meetings with the plans examiner to discuss comments will require an appointment arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Residential Plans Examiner
1-
REQUIRED INSPECTION SEQUENCE
IRUM'' dDrivp Pp-R -F
Mlln maxx Inspection Descri fionn.
Footer / Setback
Sfemwall
Foundation / Form Board Survey
Slab / Mono Slab Pre our
Lintel / Tie Beam / Fill / Down Cell
Sheathing- Walls'
Sheathing- Roof
Roof Dry In
j O Frame
Insulation. Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door.
2-0 Final Window
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre: Demo
Final Demo
Final Single Family Residence
Final. Building. (Other}
ZL1G 6'lflf AWIT ,. . .. ..•. .. _.
r, ...
Min Max. Ins c llon Demon
Electric, Underground
Footer / Slab Steel Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
t`ra
Min Max ln-md--efion De
a
Plumbing Underground
Plumbing Sewer
Plumbing Tub Set
PIumbing Final
IE EI L QQ IG P Q I i QQ a 'r c -
MIlffi Max Inspection Description
Mechanical Rough
Mechanical, Final
lCffi5 " tE lloffi. Deseri LionMinMax
Gas Underground
Gas Rough
Gas Final
REVISED: June 2014
Florida Building Code Online Page 1 of 6
u,
E/ I
W
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff ( BCIS Site Map Links ( Search
Florida
L® Product Approval
USER: Public User
E asax l rn
Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL11834-R11
Application Type Revision
Code Version 2014
Application Status Approved
Approved by DBPR. Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
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
QA has been called in to question for product 5,6,9,12 and 15.
09/27/16
El
Atrium Windows & Doors
300 Welcome Center Blvd.
Welcome, INC 27374
336) 731-9312
tsmith@atriumwindows.com
Thomas Smith
tsmith@atriumwindows.com
Tommy Smith
300 Welcome Center Blvd.
Welcome, NC 27374
336) 764-6400
tommy.smith@atrium.com
Windows
Single Hung
Certification Mark or Listing
17 - 3265
American Architectural Manufacturers Association
American Architectural Manufacturers Association
Standard
AAMA 450
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
ASTM E1886
ASTM E1996
Year
2010
2008
2005
2008
2005
2006
http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 4/ 10/2018
Florida Building Code Online Page 2 of 6
Product Approval Method Method 1 Option A
Date Submitted 09/28/2015
Date Validated 11/05/2015
Date Pending FBC Approval
Date Approved 11/08/2015
Date Revised 10/19/2017
Summary of Products
FL # Model, Number or Name
11834.1 120 Vinyl Single Hung
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: All frame and sash components are fabricated from
extruded vinyl (PVC).
Description
H-R30 48 x 96 (Std.), H-R40 48 x 96 (HP), H-R35 48 x 84
Std.), H-R45 48 x 84 (HP), H-R45 48x72 (Std.), H-R50
48x72 (HP)
Certification Agency Certificate
FL11834 R11 C CAC ADW-01 120 SH (1W1) H-R30 48x96
AAMA APC C6696.01-801-47.0
FL11834 R11 C CAC ADW-01 120 SH (1W1) H-R35 48x84
AAMA APC C6696.01-801-47.pdf
FL11834 R11 C CAC ADW-01 120 SH (1W1) H-R45 48x72
AAMA APC C6696.01-801-47.0
FL11834 R11 C CAC ADW-01 120 SH (1W1) H-R50 48x72
50 Sash AAMA APC C6696.01-801-47.0f
FL11834 R11 C CAC ADW-01 120 SH HP (1H1) H-R40
48x96 AAMA APC C6696.01-801-47.1)df
FL11834 R11 C CAC ADW-01 120 SH HP (1H1) H-R45
48x84 50 Sash AAMA APC C6696.01-801-47.pdf
Quality Assurance Contract Expiration Date
05/10/2017
Installation Instructions
FL11834 R11 II ADW-01 120 SH Installation - Fin.pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.2 120 Vinyl Single Hung, CHS Twin H-R30 96 x 84 Twin (Std), H-R40 96 x 84 Twin (HP, H-R45
and Triple 96 x 72 Twin (Std), H-R40 108 x 84 Triple (Std), H-R45 108
x 72 Triple (HP), H-R50 108 x 72 Triple (HP Sash)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R11 C CAC ADW-01 120 SH CHS Triple (1H3)
H-R50 108x72 AAMA APC C6710.01-801-47.pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL11834 R11 C CAC ADW-01 120 SH CHS Triple (1W3)
H-R40 108x84 AAMA APC C6710.01-801-47.pdfDesignPressure: N/A
Other: Twin and Triple Windows with continuous head and FL11834 R11 C CAC ADW-01 120 SH CHS Triple (1W3)
H-R45 108x72 AAMA APC C6710.01-801-47.pdfsill. All frame and sash components are fabricated from
extruded vinyl (PVC). FL11834 R11 C CAC ADW-01 120 SH CHS Twin (1H2)
H-R40 96x84 AAMA APC C6695.01-801-47.pdf
FL11834 R11 C CAC ADW-01 120 SH CHS Twin (1W2)
H-R30 96x84 AAMA APC C6695.01-801-47.pdf
FL11834 R11 C CAC ADW-01 120 SH CHS Twin (1W2)
H-R45 96x72 AAMA APC C6695.01-801-47.1)df
Quality Assurance Contract Expiration Date
05/07/2017
Installation Instructions
FL11834 R11 II ADW-01 120 SH Installation - CHS Fin.pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.3 120 Vinyl Single Hung, Mulled LC-PG50*-1219x2756 (48x109)-H PW/SH, LC-
PG50*-1842x2756 (73x109)-H PW/Twin SH, R-PG40-
2451x2134 (97x84)-H Twin, LC-PG50*-2769x1956 (109x77)
H Triple
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: No
Design Pressure: N/A
Other: All frame and sash components are fabricated from
extruded vinyl (PVC).
Certification Agency Certificate
FL11834 R1I C CAC ADW-01 120 130 SH Stack H-LC50
48x109 Fin AAMA APC D5171.01-801-47.pdf
FL11834 R11 C CAC ADW-01 120 130 SH Triple H-LC50
109x77 Fin AAMA APC D5170.01-801-47.0
FL11834 R11 C CAC ADW-01 120 130 SH Twin H-LC40
97x84 Fin AAMA APC D5168.01-801-47.vdf
FL11834 R11 C CAC ADW-01 120 130 SH Twin Stack
H-LC50 73x109 Fin AAMA APC D5171.01-801-47.pdf
Quality Assurance Contract Expiration Date
05/10/2017
Installation Instructions
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqub%2fM2eroZ... 4/ 10/2018
Florida Building Code Online Page 3 of 6
FL11834 R11 II ADW-01 120 SH Installation - Mulled.pdf
Verified By: American Architectural Manufacturers
Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
11834.4 130 Single Hung, Fin and Flange, LC-PG50-1346x1956 (53x77)-H, LC-PG50*-1219x2756
Single and Mulled 48x109)-H PW/SH, LC-PG50*-1842x2756 (73x109)-H
PW/Twin SH, LC-PG50*-2769x1956 (109x77)-H Triple SH,
R-PG40-2451x2134 (97x84)-H Twin SH
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 RII C CAC ADW-01 130 SH H-LC50 53x77 Fin
AAMA APC D5167.01-801-47.1)dfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL11834 R11 C CAC ADW-01 130 SH H-LC50 53x77
Finless AAMA APC D5167.01-801-47.pdfDesignPressure: N/A
Other: All frame and sash components are fabricated from FL11834 R11 C CAC ADW-01 130 SH Stack H-LC50
48x109 Fin AAMA APC D5171.01-801-47.pdfextrudedvinyl (PVC).
FL11834 R11 C CAC ADW-01 130 SH Stack H-LC50
48x109 Finless AAMA APC D5171.01-801-47.odf
FL11834 R11 C CAC ADW-01 130 SH Triple H-LC50
10907 Fin AAMA APC D5170.01-801-47.0f
FL11834 R11 C CAC ADW-01 130 SH Triple H-LC50
10907 Finless AAMA APC D5170.01-801-47.0
FL11834 R11 C CAC ADW-01 130 SH Twin H-LC40 97x84
Fin AAMA APC D5168.01-801-47.odf
FL11834 R11 C CAC ADW-01 130 SH Twin H-LC40 97x84
Finless AAMA APC D5168.01-801-47.pdf
FL11834 R11 C CAC ADW-01 130 SH Twin Stack H-LC50
73x109 Fin AAMA APC D5171.01-801-47.pdf
FL11834 RII C CAC ADW-01 130 SH Twin Stack H-LC50
73x109 Finless AAMA APC D5171.01-801-47.pdf
Quality Assurance Contract Expiration Date
05/10/2017
Installation Instructions
FL11834 R11 II ATR066 SS 2015-08-24.0f
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL11834 R11 AE PER3790 SS 2015-08-24.1)df
Created by Independent Third Party: Yes
11834.5 150/160 Vinyl Single Hung H-LC30 48 x 96, H-LC40 36 x 96, H-LC50 36 x 74, H-LC40
109 x 74 Triple, R-LC35 73 x 109 Twin w/ Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R11 C CAC ADW-08 150 160 SH H-LC30 48x96
AAMA APC B8797.01-801-47-RO.pdfApprovedforuseoutsideHVHZ: Yes
Impact Resistant: No FL11834 R11 C CAC ADW-08 150 160 SH H-LC40 36x96
AAMA APC B8797.01-801-47-RO.pdfDesignPressure: N/A
Other: All frame and sash components are fabricated from FL11834 R11 C CAC ADW-08 150 160 SH H-LC50 36x74
AAMA APC B8797.01-801-47-RO.pdfextrudedvinyl (PVC).
FL11834 R11 C CAC ADW-08 150 160 SH Mulled Triple
H-LC40 109x74 AAMA APC C1749.01-801-47.pdf
FL11834 R11 C CAC ADW-08 150 160 SH Mulled TW ST
H-R35 73x109 AAMA APC C1749.01-801-47.12df
Quality Assurance Contract Expiration Date
04/18/2016
Installation Instructions
FL11834 R11 II ADW-08 150 160 SH Mulled
Installation.odf
FL11834 R11 II ADW-08 150 160 SH Single Fin
Installation.odf
FL11834 R11 II ADW-08-N1 SS 2015-09-25.pdf
Verified By: Hermes F. Norero, P.E. FL PE #73778
Created by Independent Third Party: Yes
Evaluation Reports
FL11834 RII AE PER3977 SS 2015-09-25.pdf
Created by Independent Third Party: Yes
11834.6 150/160 Vinyl Single Hung, Triple H-LC30 108 x 74 (Standard), H-LC50 108 x 74 (HP)
w/ Cont. Head and Sill
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11834 R11 C CAC ADW-08 150 160 SH CHS Triple
Approved for use outside HVHZ: Yes H-LC30 108x74 AAMA APC C5189.01-801-47.pdf
Impact Resistant: No FL11834 R11 C CAC ADW-08 150 160 SH CHS Triple
Design Pressure: N/A H-LC50 108x74 AAMA APC C1748.01-801-47-RO.pdf
Other: CHS Triple configuration also qualifies twin and Quality Assurance Contract Expiration Date
single configurations using windows not exceeding 36" x 74" 10/23/2016
in size. All frame and sash components are fabricated from Installation Instructions
extruded vinyl (PVC). FL11834 R11 II ADW-08 150 160 SH CHS Installation
FINTpdf
Verified By: American Architectural Manufacturers
http://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEV XQwtDqub%2fM2eroZ... 4/ 10/2018
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION
SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE
MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF ±1/2
INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E.,
WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT
CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING
SHIM(S). MAXIMUM ALLOWABLE SHIM STACKTO BE I/41NCH. SHIM WHERE
SPACE OF 1/16 INCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED
OF HIGH DENSITY PLASTIC OR BETTER.
S. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE #10
WOODSCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE 1 1/
21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6.
THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/
MASONRY; OR DIRECTLY INTO CONCRETE/MASONRY; USE 3/16 INCH
DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH
MINIMUM EMBEDMENT. 7.
THROUGH FRAME: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION
USE #10 GR. 5 SELF TAPPING SCREWS THROUGH THE FRAME OF SUFFICIENT
LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND
METAL FRAME SUBSTRATE. 8.
THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS
THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 11/21NCH MINIMUM
EMBEDMENT INTO WOOD SUBSTRATE. 9.
THROUGH FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION
USE 48 SELF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH
TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL
FRAME SUBSTRATE. 10.
MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING
BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING, 11.
INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION
RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING.
12.
FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION
ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED
FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK. 13.
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'
S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE
USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM. STRENGTH
SPECIFIED BY THE ANCHOR MANUFACTURER. 14.
INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE
MATERIALS WITH THE FOLLOWING PROPERTIES: A.
WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55. B.
CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C.
GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM
COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO
ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D.
HOLLOW BLOCK CM - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM
COMPRESSIVE STRENGTH OF 2000 PSI. E.
STEEL- MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM 18 GA. WALL THICKNESS.
F.
ALUMINUM- MINIMUM ALLOY 6063-TS. MINIMUM WALLTHICKNESS OF 1/
16" (0.0625"). ATRIUM
CORPORATION SERIES
130 SINGLE
HUNG WINDOW GENERAL
NOTES: 1.
THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH THE CURRENT IRC/IBC AND CURRENT FLORIDA BUILDING
CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED
ACCORDING TO THE FOLLOWING: AAMA/
WDMA 101/I.S.2/A440-05/08 AAMA450-
10. 2.
ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND
2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE
OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT
LOADS TO THE EDU NOATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION.
3.
1X AND2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED
TO PROPERLY TRANSFER ALL LOADS TOTHE STRUCTURE.
BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY
OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE
PROJECT OF INSTALLATION. 4.
THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY
NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE
CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS
DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT
SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH
THIS DOCUMENT IN NON-HVHZAREAS. 5.
APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT
IN AREAS REQUIRING IMPACT RESISTANCE. 6.
WINDOW FRAME MATERIAL: PVC 7.
DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT
WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN
ACCORDANCE WITH THE CURRENT FBC. 8.
GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.
SEE SHEET 7 FOR GLAZING DETAIL. TABLE
OF CONTENTS. SHEET
REVISION SHEET DESCRIPTION L
A GENERAL & INSTALLATION NOTES 2
A ELEVATIONS 3
A ANCHOR LAYOUTS -THROUGH FRAME 4
A ANCHOR LAYOUTS -THROUGH FIN 5
A VERTICAL SECTIONS 6
A HORIZONTAL SECTIONS 7
1 A MULLION DETAILS & GLAZING DETAIL MAX
O.A. SIZE CONFIGURATION
DESIGN
PRESSURE
MISSILE
IMPACT
RATING WIDTHHEIGHT53"
77" 0/X 50 PSF NON -IMPACT 48•
108 Sy22" O / O/X 50 PSF NON -IMPACT 72 %"
108 i72" O / DOUBLE O/X 50 P5F NON -IMPACT 96
i72" 84" DOUBLE DIX 50 PSF NON -IMPACT 1091,
77" TRIPLE O/X 50 PSF NON -IMPACT Digitally
signed by Hermes F. Norero, P.E. Reason:
I am approving this document Date:
2015.08.24 10:02:49-04'00' 9001
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UNIT MAX.
WIDTH 538'
SASH MAX.
WIDTH 50 7/8' D.L.O MAX.
WIDTH 48 Y4"
A
5
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6 D
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UNIT MAX.
HEIGHT
77- 1SASHMAX. D.L.O. MAX.
HEIGHT X
HEIGHT
37%" 34 q,
UNIT
HEI
8
O.A. MAX.
WIDTH 48" D.L.O MAX. WIDTH 722'
SASH MAX. WIDTH 673"
WIDTH 451%8C WIDTH
43 Y4" 5 C
5
H-
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6
6
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6
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HEIGHT MAX.
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HEIGHT
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5
UNIT MAX. UNIT MAX.
HEIGHT HEIGHT
72
SASH MAX.. 72" HEIGHT
SASH MAX.
D.L.O. MAX. 35" HEIGHT "
X"
HEIGHT 35" 32
i8' B 5
TYPICAL
ELEVATION
SINGLE HUNG
O.A. MAX. SASH MAX.
WIDTH 962" WIDTH 45 %"
D.L.O MAX. WIDTH 43 °
i6" 5 6
E"
01.
0 b D
MAX. GHT
4"
SASH
MAX.
X" X"
I 7
HEIGHT
41" B
M
UNIT MAX.
WIDTH 48"
TYPICAL ELEVATION
MULLED TWIN
SINGLE HUNG TYPICAL ELEVATION
SINGLE HUNG
W/ TRANSOM D.L.
O. MAX. HEIGHT 38
5/
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WIDTH 33 "/16" UNIT MAX. WIDTH 36"
TYPICAL ELEVATION
TWIN SINGLE
HUNG W/ TRANSOM O.A.
MAX. SASH MAX.
WIDTH 1091,
WIDTH 33
13/6' D.L.O MAX. 5 WIDTH
31
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6
MAX.
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SASH
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HEIGHT X"
X" X., 371y" B
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WIDTH TYPICAL
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SINGLE HUNG' D.L.
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NOTES5-7, ANCHOR
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SILL, TYP. CORNER,
TYP. 11
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O.G. t
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INSTALLATION ANCHORS THROUGH
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NOTES 5-7, ANCHOR
LAYOUT SHEET I. MULLED
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2) INSTALLATION ANCHORS
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SHEET 1.
WINDOW
FRAME, TYP.
12" X 1-1/4" X 1/16" GALV. STEEL PLATE EXTERIOR ',,,.(6) #8 X 2-112" SMS
ALL MULLION INTERSECTIONS AT EACH PLATE INTO
WINDOW FRAMES
MULLION PLATE DETAIL
2) INSTALLATION ANCHORS TYPICAL WHEREVER MULLION CLIPS OCCUR
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CONCRETE/MASONRY
BY OTHERS
SEALANT BETWEEN
CONCRETE/MASONRY &2X
WOOD BUCK BY OTHERS
2X WOOD BUCK BY OTHERS
8 WOOD SCREW
INSTALLATION ANCHOR
EXTERIOR FINISH
BY OTHERS
PERIMETER 1
SEALANT
O.A. UNIT BY OTHERS
HEIGHT `
EXTERIOR
SEE GLAZING
DETAIL
1 Y2" MIN EMBEDMENT
A VERTICAL SECTION
5 SINGLE HUNG HEAD - 2X WOOD BUCK
THROUGH FIN
SEE GLAZING
DETAIL
1 EXTERIOR
O.A. UNIT
HEIGHT
F.
3/4" MIN. EDGE
DISTANCE
EXTERIOR
INTERIOR
3/6' ITW TAPCON.
INSTALLATION ANCHOR
CONCRETE/MASONRY
BY OTHERS
SEALANT BETWEEN
CONCRETE/MASONRY & 1X
WOOD BUCK BY OTHERS
1X WOOD BUCK BY OTHERS
OPTIONAL)
EXTERIOR FINISH
BY OTHERS
SEE GLAZING
l cl—I
PERIMETER
SEALANT
O.A. UNIT BY OTHERS /
HEIGHT 1
EXTERIOR
INTERIOR
SEE GLAZING
DETAIL
p VERTICAL SECTION
5 MEETING RAIL
2 112" MIN.
EDGE DISTANCE
1 1/4" MIN.
EMBEDMENT
1/4" MAX.
SHIM SPACE
INTERIOR
SEE GLAZING
DETAIL
C VERTICAL SECTION_
5 TRANSOM HEAD-IX/CONC./MASONRY
THROUGH FRAME
SEE GLAZING
DETAIL
iEXTERIOR
O.A. UNIT
O INTERIOR
HEIGHT I
PERIMETER 1/4" MAX. PERIMETER 1/4" MAX.
SEALANT SHIM SPACE SEALANT SHIM SPACE
BY OTHERS BY OTHERS
SEALANT OVER SCREW HEAD t ° '. ,, . 1 1/4" MIN.
EXTERIOR FINISH 1 1/4'. MIN.
EXTERIOR FINISH EMBEDMENT
BY OTHERS EMBEDMENT
BY OTHERS PRECAST SILL OR CONCRETE/ a.
PRECAST SILL OR CONCRETE/ ° }
CMU BY OTHERS °
CMU BY OTHERS %6' ITW'TAPCON
16' ITW TAPCON I 1 1/2" MIN, EDGE
INSTALLATION ANCHOR
1 1/2" MIN. EDGE
INSTALLATION ANCHOR Imo—L DISTANCE NOTES: DISTANCE
1. SILL ANCHORS ARE FOR FACTORY
g VERTICAL SECTIONVERTICALSECTIONMULLEDUNITSONLY, SEE SHEET3.
5 SILL - PRECAST CONCRETE 2. USE (1) SILL CLIP PER ANCHOR S SILL - PRECAST CONCRETE
THROUGH FRAME LOCATION. SILL CLIPS ARE TO, BE THROUGH SILL CLIP
USED IN MINIMUM 14 /4' LENGTHS.
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METAL STRUCTURE
METAL STUD FRAMING 1/4" MAX. 1/4'MMAXMENT SEALANT BETWEEN
BY OTHERS SHIM SPACE SHIM SPACEBY
MASONRY & 1X ATRgUM
WOOD BUCK BY OTHERS
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WIDTH WIDTH EXTERIORFINI5H < `"o
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F
INTERIOR
t8 X 2 Y2" SCREWS THROUGH BOTH
RAMES (OFFSET) AT 4" FROM ENDS
13" O.C. THEREAFTER
ERIOR
SEE GLAZING Lsr
DETAIL #8 X 2 Y2" SCREWS THROUGH BOTH
FRAMES (OFFSET) AT 4" FROM ENDS /
GLAZING 6 27" O.C. THEREAFTER
SEE GLAZING
EXTERIOR SILICONE — DETAIL
I HORIZONTAL SECTION '
INTERIOR
K VERTICAL SECTION
7 1/2" VERTICAL MULLION %i " 6LAS5 / , 1/2" HORIZONTAL MULLION
BITE
NOTE:
EXTERIOR \ / GLASS SHALL MEET THE REQUIREMENTS
OF ASTM E 1300 GLASS CHARTS. %4" O.A. INSULATED GLASS
GLAZING DETAIL
EXTERIOR
HORIZONTAL SECTION
11/4" VERTICAL MULLION
OPTIONAL)
t8 X 2 %2' SCREWS THROUGH BOTH
RAMES (OFFSET) AT 4" FROM ENDS
13" O.C. THEREAFTER
FERIOR
SEE GLAZING #
8 X 2 Y2" SCREWS THROUGH BOTHDETAIL
FRAMES (OFFSET) AT 4" FROM ENDS
6 27" O.C. THEREAFTER
SEE GLAZING
DETAIL
VERTICAL SECTION
7 11/4" HORIZONTAL MULLION
OPTIONAL)
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