HomeMy WebLinkAbout1209 E 4TH ST- 17-438 WINDOWcop
FEB 14 2017
CITY OF SANFORD
BUILDING & FIRE PREVENTION
PERMIT APPLICATION
Application No: J 7 q3
Documented Construction Value: $ r—
Job Address: ,2,23 O 'r
Jr f
Parcel ID: 3.0 -
Historic District: Yes No
Residential Commercial
Type of Work: New ElAddition LJAlteration Repair Demo Change of Use Move
Description of Work:`si i:/6F
Plan Review Contact Person/` Title: Zo_,,.69
Phone: _-'p Fax: Email: Email:jyt/l Yi'6E S i.iD l`
Property Owner Information
Name
Street;
City, State Zip:
Phone:
Resident of property? :
Contractor Information
Name / rJri'i'6IrZ5 Phone: k -az W -2092f
Street: .,y 1LL T :.<. Fax:i%i:
City, State Zip: 45 V-,^2 %sy Z State License No.: l.__9c"IASY/dam
Architect/Engineer Information
Name:
Street:
City, St, Zip:
Bonding Company:
Address:
Phone:
Fax:
E-mail:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICETOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE, OF COMMENCEMENT MUST BE
RECORDED AND rPOSTED 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: 5' 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.
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.
Signature of Owner/Agent Date n: of Contrac i/Agent Date
Print Owner/Agent's Name Print ontractor Agent's Name
Signature of Notary -State of Florida Date Signature of Notary -State of Florida
DEBBIE BIAt"-" 78645
GOMMISSION l' 26, 2019
ebruaryEXPIRES: F deM te{s
u
public
Owner/Agent is Personally Known to Me or Contractor/int is. Personally own to Me or
Produced ID Type of ID Produced ID Type of ID l:
b, Ae
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use: Flood Zone:
Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING: sl& 2 '1S' (UTILITIES: WASTE WATER:
ENGINEERING: FIRE: BUILDING: 4W LV' - it
COMMENTS:
Revised: June 30, 2015 Permit Application
02/11/2017 19:36 407--682-6670 FEDEX OFFICE 2395
YYoungcrsBuilt, Inc.
Building Contractor
Office: (407)349-5999 F1 Lic- CBC1258108 Fax: (407)349-1444
PO Box 623203- Oviedo, Fl 32862
Proposal
Date: January 27, 2017
Name: William D song Jr
Location: 1209 East 4tb Street
Sanford, Fl
e-mail:
Fax:
Phone:
We herebY pimose to furnisix the materiab and Perform the labu necessary the completion
300.00- Replace missing window.
All material is guaranteed to be as specified, and the above work is to be performed in accordance
with the drawings and specifications submitted for above work and completed in a substantial
workmanlike manner for the sum of (. with payments to be Made as follows when complete
Respectfully submitted by John Youngers Note: TWS proposal may be withdrawn by us if not accepted within30 —days.
Any alteration or deviation fYbm above epecocations involving extra oosb, will be executed only upon written orderg, and will
become an extra charge over and above the estimate. All agreements are contingent upon strikes, accidents or delays beyond
our control. Owner to carry tire, tornado and other necessary insurance upon above work, Workmen's Compemationis and
Public Liability Jmurance on above work taken out by YOUNGBRS-BUILT, INC—
ACCEPTANCE OF PROPOSAL
The above prices, specifications and conditions are satisfactory and are bereby accepted, You ace
authorized to 19 PeyA as spe, fj4 Paymegtivill be made as outlined above.
PAGE 02
Florida Building Code Online
RECORD COPY
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BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications ( FBC Staff ( BCIS Site Map ! Links ( Search
OFlorida
7r Product Approval
USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application Detail
iii ,i FL # FL11206-R9
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 REVIEWED FOR CODE COMPLIANCE
Product Manufacturer Pella Corporation PLANS EXAMINER
Address/Phone/Email 102 Main St. Z- 23'
lam%
Pella, IA 50219 DATE
641) 621-6096
pellaproductapproval@pella.com
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
Product Approval Method
Date Submitted
TROY FARR
tbfarr@pella.com
SANFORD BUILDING DIVISION
TROY FARR A PERMIT ISSUED SHALL BE CONSTRUED TO BE A
18600 NE WILKES ROUCENSE TO PROCEED WITH THE WORK AND NOT AS
PORTLAND, OR 97230 AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET503) 405-9176 ASIDE ANY OF THE PROVISIONS OF THE TECHNICALtbfarr@pella.com CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
THE BUILDING OFFICIAL FROM THEREAFTER
TROY FARR REQUIRING A CORRECTION OF ERRORS IN PLANS,
18600 NE WILKES ROAD CONSTRUCTION OR VIOLATIONS OF THIS CODE
PORTLAND, OR 97230
503)405-9176
tbfarr@pella.com
Windows
Single Hung
Certification Mark or Listing
Window and Door Manufacturers Association
CBUCK Engineering, Inc.
R Validation Checklist - Hardcopy Received
Standard
AAMA/WDMA/CSA 101/I.S.2/A440-08
0\ING
SANFORD
OFPAR
7
Year
2008
To enc AGE 1 WIvJ wd
Method 1 Option A
01/20/2015
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgs6 WGOndIUH... 2/23/2017'
Florida Building Code Online Page.2 of 5
Date Validated 02/03/2015
Date Pending FBC Approval
Date Approved 02/08/2015
Summary of Products
FL # Model, Number or Name Description
11206.1 Series 10/20 High Performance Vinyl High Performance Single Hung Window (42" x 72")
Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1046.00.odf
Approved for use outside HVHZ: Yes Quality, Assurance Contract Expiration Date
Impact Resistant: No 08/07/2017
Design Pressure: +50/-50 Installation Instructions
Other: Configurations of glass shall conform to the current FL11206 R9 II Drawing 1572.0f
ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135
Installation Instructions
Created by Independent Third Party: Yes
FL11206 R9 II Drawina 1572.odf
Evaluation Reports
Verified By: Warren W. Schaefer, P.E. 44135
FL11206 R9 AE Drawing 1572.1)df
Created by Independent Third Party: Yes
Created by Independent Third Party: Yes
11206.2 Series 10/20 High Performance
Single Hung
Vinyl High Performance Single Hung Twin Composite (72" x
65-1/2")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1043.40.1)df
Approved for use outside HVHZ: Yes FL11206 R9 C CAC 411-H-1043.46.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 11/17/2017
Other: Configurations of glass shall conform to the current Installation Instructions
ASTM E1300 standard. FL11206 R9 II Drawina 1572.odf
Verified By: Warren W. Schaefer, P.E. 44135
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Created by Independent Third Party: Yes
Evaluation Reports
Evaluation Reports
FL11206 R9 AE Drawing 1572.odf
FL11206 R9 AE Drawing 1572.Ddf
Created by Independent Third Party: Yes
Created by Independent Third Party: Yes
11206.3 Series 10/20 Single Hung Vinyl Single Hung Triple Composite (108" x 72")
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1043.31.odf
Approved for use outside HVHZ: Yes FL11206 R9 C CAC 411-H-1043.63.odf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +35/-35 03/31/2018
Other: Configurations of glass shall conform to the current Installation Instructions
ASTM E1300 standard. FL11206 R9 II Drawing 1572.odf
Verified By: Warren W. Schaefer, P.E. 44135
Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Created by Independent Third Party: Yes
Evaluation Reports
Evaluation Reports
FL11206 R9 AE Drawing 1572.odf
FL11206 R9 AE Drawing 1572.odf
Created by Independent Third Party: Yes
Created by Independent Third Party: Yes
11206.4 Series 10/20 Single Hung Vinyl Single Hung Triple Composite (108" x 53.5')
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1043.55.odf
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 11/19/2017
Design Pressure: +35/-35 Installation Instructions
Other: Configurations of glass shall conform to the current FL11206 R9 II Drawing 1572.1)df
ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
11/10/2017
Evaluation Reports
FL11206 R9 AE Drawing 1572.odf
Installation Instructions
Created by Independent Third Party: Yes
http://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgs6 WGOndIUH... 2/23/2017
11206.5 Series 10/20 Single Hung Vinyl Fixed Over Single Hung Composite (30" x 76")
Limits. of Use Certification Agency Certificate
Approved for use in HVHZ: No FL11206 R9 C CAC 411-H-1043.34.1)df
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 11/10/2017
Design Pressure: +35/-35 Installation Instructions
Other: Configurations of glass shall conform to the current FL11206 R9 II Drawing 1572.1)df
ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135
Created by Independent Third Party: Yes
Evaluation Reports
FL11206 R9 AE Drawing 1572.1)df
Created by Independent Third Party: Yes
11206.6 Series 10/20 Single Hung Vinyl Fixed Over Single Hung Composite (46" x 76")
http://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgs6 WGOndIUH... 2/23/2017
1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE
MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO.
2 OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND
LOADS TO THE STRUCTURE.
3. THESE NON -IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS
OF THE FLORIDA BUILDING CODE (FBC).
4, ALL ANCHORS SECURING PRODUCT.FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE
CAPABLE OF RESISTING CORROSION -CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD.
5. MATERIALS, INCLUDING BUT NOT UNITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR
MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE- CHAPTER 20.
S. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED BY A
FLORIDA STATE APPROVED CERTIFICATION/OA ENTf1Y & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND
THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY IS
NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE
SPECIFICATIONS & TESTING REPORTS.
7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING
APPLY: 1) PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING
DEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH
INSTALLATIONS OF THIS TYPE OF PRODUCT. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCTS CERTIFICATION
ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS
BEEN TESTED.
8. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION SHALL
CONTROL FOR THE INSTALLED PRODUCT.
9. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS
NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER
OR INSTALLER.
ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE:
ALL ALTERNATE ANCHORS IN THEIR SPECIFIED
SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE
WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND
TO BE EQUIVALENT TO OR STRONGER THAN THE
ANCHOR(S) USED IN TESTING WITH THIS PRODUCT.
INSTALLATION -EVALUATION IS BASED ON APPUCABLE ANCHOR STANDARDS AND/OR
INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING
CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME
OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN
THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED
PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER
SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE ,
INSTALLATIONS SPECIFIED HERE -IN ARE CURRENT WITH THE THEN CURRENT TESRNG,
CODE AND APPUCABLE STANDARDS.
OPENING TYPE
SUBSTRATE)
FRAME/CUP/NAIL FlN TOOPENINGFASTENERUE
MINIMUM MINBAUM
EMBED EDGE DIST.
1) FRAME SCREWS SERIES 20
MIN. 2X4WOOGR. 3 &.G=0.55) D FRAME OR BUCK
MIN.
N0. 10 SMS OR WOOD SCREW 1 1/4' 3/4'
MIN. 18 GA 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2'
MIN. 1/8' THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2'
MIN. 1/8- THK 6063 -TS ALUM. N0. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2'
C-90 CMU/2500 PSI CONCRETE 2) 1/4- CONCRETE SCREW 1 1/4' 2'
1) INSTALLATION CLIP SCREWS SERIES 20
MIN. 2X4 WOOD FRAME OR BUCK
MIN. GR. 3 & G=0.55)
NO. 10 SMS OR WOOD SCREW 1 1/4' 3/4'
MIN. 1/8' THK 6063-T5 ALUM. N0. 1DD R. 5 SELF TAP DRILL 5UNLW rULL
C-90 CMU/2500 PSI CONCRETE (A 1/4CONCRETE SC 11 1/4'
NAILING FIN FASTENERS (SERIES 10
MIN. 2X4 WOOD FRAME OR BUCK (3) N0. 8 X 1 1/2' SMS 1 3/8' 1/2'
MIN. GR. } & G=0.55)
MIN. 2X4 WOOD FRAME OR BUCK (0 2' X 11 GA. ROOFING NAIL 1 7/8' 1/2'
MIN. GR. 3 & G-0.55)
MIN. 1 B' THK A36 STEEL D)NO..11 GR. 5 SE)F.TAP/ORIEL SCREW FULL 1/2'.
MIN. 1/e' THK 6063 -TS ALUM (3)N0. B GR. 5 -SELF TAP DRILL SCREW FULL 1/2
1)FRAME SCREWS SHALL BE PAN HEAD OR HEX HEAD SCREW
HEAD TAPCONS OR
HILETE
SCREWS TIKWK-CON 1 (HARDENED USTEELR RES.T3.).. TW RAMSET/RED
3) WHEN SCREWS ARE USED WITH THE MAIL FIN, THEY MUST BE A WAFFLE HEAD SCREW
OR HAVE A FLAT WASHER AT THE SCREW HEAD.
4)ROOFING NAILS ARE ONLY APPLICABLE WITH STANDARD PERFORMANCE WINDOWS (N/A
WITH HIGH PERFORMANCE WINDOWS)
48" MAX. FRAME WIDTH
Al
5
Bt
5
FIN ANCHOR
WITHIN 2" OF
CORNERS & 8"
MAX. O.C. WITH
ID STANDARD
PERFORMANCE
WINDOWS & 4"
4 MAX. O.C. WITH
W HIGH
x PERFORMANCE
WINDOWS. SEE
FRAME ANCHOR
m REQUIREMENTS
TABLE' ON THIS
SHEET FOR
REQUIREMENTS.
VI
EXTERIOR ELEVATION:
SINGLE WINDOW
FIN INSTALLED SERIES 10)
SCALE: 3/4" = V-0"
ALLOWABLE DESIGN PRESSURE
OR INSTALLATION OF ANY OTHER PRODUCT NOR MAY
Y BE USED FOR RATIONAL AND/OR LOCAL APPROVAL
ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER
I-- 48" MAX. FRAME WIDTH 4" MAX.
FRAME FRAME SCREWS 82 EQUALLY
0 5 WHERE SHOWN. 5 SPACED
ICED
SEE "FRAME OPPOSITE 1
ANCHOR
IF -
REQUIREMENTS EQUALLY
THESE 2
TABLE" ON THIS SPACED
ANCHORS
SHEET FOR
ARE NOT
REQUIREMENTS,
REQ'D WHEN
WINDOW
FRAME—
HEIGHT IS
a 62' OR LESS / 9" MAX.
TYE. EACH
SIDE)
p
EQUALLY
SPACED
EQUALLY
SPACED
EXTERIOR ELEVATION:
Ca"
NO ANCHORS REQ'D
MAX.
AT HEAD & SILL SINGLE WINDOW
FRAME SCREW INSTALLED SERIES 20)
SCALE: 3/4" = 1'-0"
MA X
PRESSURE
FRAME FRAME STILE
FIXED SASH ACTIVE SASH (pOSITNE
MEETING RAIL MEETING RAIL &
WIDTH HEIGHT REINFORCEMENT REINFORCEMENT REINFORCEMENT NEGATIVE)
IN.) (IN.) (
PSF)
0 WINDOW HAS A MAXIMUM 35" TALL BOTTOM VENT.
2) WINDOW HAS EQUAL TOP & BOTTOM VENTS.
PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION COND
ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS
SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL
WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE.
HIGH PERFORMANCE
WINDOW
M 11192A
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B1
5
OPPOSITE
j
VI
EXTERIOR ELEVATION:
SINGLE WINDOW
FIN INSTALLED SERIES 10)
SCALE: 3/4" = V-0"
ALLOWABLE DESIGN PRESSURE
OR INSTALLATION OF ANY OTHER PRODUCT NOR MAY
Y BE USED FOR RATIONAL AND/OR LOCAL APPROVAL
ANY PRODUCT NOT PRODUCED BY THE MANUFACTURER
I-- 48" MAX. FRAME WIDTH 4" MAX.
FRAME FRAME SCREWS 82 EQUALLY
0 5 WHERE SHOWN. 5 SPACED
ICED
SEE "FRAME OPPOSITE 1
ANCHOR
IF -
REQUIREMENTS EQUALLY
THESE 2
TABLE" ON THIS SPACED
ANCHORS
SHEET FOR
ARE NOT
REQUIREMENTS,
REQ'D WHEN
WINDOW
FRAME—
HEIGHT IS
a 62' OR LESS / 9" MAX.
TYE. EACH
SIDE)
p
EQUALLY
SPACED
EQUALLY
SPACED
EXTERIOR ELEVATION:
Ca"
NO ANCHORS REQ'D
MAX.
AT HEAD & SILL SINGLE WINDOW
FRAME SCREW INSTALLED SERIES 20)
SCALE: 3/4" = 1'-0"
MA X
PRESSURE
FRAME FRAME STILE
FIXED SASH ACTIVE SASH (pOSITNE
MEETING RAIL MEETING RAIL &
WIDTH HEIGHT REINFORCEMENT REINFORCEMENT REINFORCEMENT NEGATIVE)
IN.) (IN.) (
PSF)
0 WINDOW HAS A MAXIMUM 35" TALL BOTTOM VENT.
2) WINDOW HAS EQUAL TOP & BOTTOM VENTS.
PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION COND
ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS
SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL
WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE.
HIGH PERFORMANCE
WINDOW
M 11192A
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En
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OF
FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW
PRESSURE TABLE ON THIS SHEET
48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL
WINDOW WIDTH WINDOW WIDTH - WINDOW WIDTH
jijF2' TO 3' 2' TO 3'
xG w
n
EXTERIOR ELEVATION:
MULTIPLE WINDOWS
FIN INSTALLED SERIES 10)
SCALE: 3/4" = 1'-0"
ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS) —
OVERALL
48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL
OSEE SINGLE WINDOW
ALLOWABLE
CLUSTER FIN
ELEVATION FOR FIN
A2
u -i
ANCHORS AT MULLION
ANCHOR
MAX
INDIVIDUAL WINDOW ENDS SUCH THAT
REQUIREMENTS &
POSITIVE
WIDTHS ARE RESTRICTED THERE ARE A TOTAL
POSITIONS AROUND
REINFORCEMEN MEETING RAIL
TO DIMENSIONS SHOWN OF 4 POSITIONED AS
WINDOWS
HEIGHT
BUT OVERALL UNIT SHOWN. SEE "FRAME
EINFORCEME NEGATIVE)
FRAME WIDTH SHALL ANCHOR
CONTROL REQUIREMENTS
I TABLE" ON SHEET 1
N0.
FOR
REQUIREMENTS
r
1
I II
INSTALLATION
I
EXTERIOR ELEVATION:
MULTIPLE WINDOWS
FIN INSTALLED SERIES 10)
SCALE: 3/4" = 1'-0"
ALLOWABLE DESIGN PRESSURE (DOUBLE & TRIPLE WINDOWS) —
OVERALL
48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL
ALLOWABLE
WINDOW SIZE
A2
u -i
PRESSURE
MAX MAX
MULUON STILE FIXED SASH ACTIVE SASH POSITIVE
FRAME FRAME REINFORCEMENT REINFORCEMEN MEETING RAIL MEETING RAIL
WIDTH HEIGHT
TYPE EINFORCEME EINFORCEME NEGATIVE)
IN.) IN.) PSF)
INSTALLATION CLIPS WHERE SHOWN. SEE
FRAME ANCHOR REQUIREMENTS TABLE" ON 4" 4 4" 4" 4" 4" 4-14"'
SHEET 1 FOR REQUIREMENTS.
NOTE: CLIPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION:
IN LIEU OF FRAME SCREWS MULTIPLE WINDOWS
FRAME SCREW INSTALLED SERIES 201
SCALE: 3/4" = 1'-0"
PRESSURE SHOWN IN THIS TABLE IS
FOR INSTALLATION CONDITIONS ONLY.
THE GOVERNING DESIGN PRESSURE ON
THE WINDOWS SHALL'BE THE LESSER
OF THAT SHOWN IN THE INDIVIDUAL
WINDOW'S STATE APPROVAL OR THAT
SHOWN IN THIS TABLE.
NOTE:
HIGH PERFORMANCE 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED.
WINDOW
2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES.
3. IF MORE THAN 3 WINDOWS. ARE TO BE MULLED IN ONE OPENING,
ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE
COMPARABLE TRIPLE UNIT.
I
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ogn
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O rxm mw
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V)
K wo
gg
N
U) _
z`
3iLo)
83 s
FOR MAX. OVERALL UNIT WIDTH, SEE WINDOW
PRESSURE TABLE ON THIS SHEET
48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
4" 4" 4" 4" 4" 4" 4" 4"
A2
u -i
5
FRAME SCREWS
x
SEE SINGLE WINDOW
ELEVATION FOR FIN
ANCHOR
REQUIREMENTS &
POSITIONS AROUND
WINDOWS
I INDIVIDUAL WINDOW
WIDTHS ARE RESTRICTED
TO DIMENSIONS SHOWN
BUT OVERALL UNIT
FRAME WIDTH SHALL
CONTROL
I
WHERE SHOWN AT
HEAD MULLION END.
SEE "FRAME ANCHOR
REQUIREMENTS
TABLE" ON SHEET 1
FOR REQUIREMENTS.
w
I I
w
N0. REV.
r
1
I I
INSTALLATIONCUP
INSTALLATION CLIPS WHERE SHOWN. SEE
FRAME ANCHOR REQUIREMENTS TABLE" ON 4" 4 4" 4" 4" 4" 4-14"'
SHEET 1 FOR REQUIREMENTS.
NOTE: CLIPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION:
IN LIEU OF FRAME SCREWS MULTIPLE WINDOWS
FRAME SCREW INSTALLED SERIES 201
SCALE: 3/4" = 1'-0"
PRESSURE SHOWN IN THIS TABLE IS
FOR INSTALLATION CONDITIONS ONLY.
THE GOVERNING DESIGN PRESSURE ON
THE WINDOWS SHALL'BE THE LESSER
OF THAT SHOWN IN THE INDIVIDUAL
WINDOW'S STATE APPROVAL OR THAT
SHOWN IN THIS TABLE.
NOTE:
HIGH PERFORMANCE 1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED.
WINDOW
2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES.
3. IF MORE THAN 3 WINDOWS. ARE TO BE MULLED IN ONE OPENING,
ALLOWABLE PRESSURE ON THOSE UNITS SHALL BE AS STATED FOR THE
COMPARABLE TRIPLE UNIT.
I
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83 s
2 OF 5
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N0. REV.
2 OF 5
108' MAX. OVERALL FRAME WIDTH
48" MAX. INDIVIDUAL 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
2" TO 3' 2' TO 3'
x
Wx
n
EXTERIOR ELEVATION:
MULTIPLE OPERABLE/FIXED WINDOWS
FIN INSTALLED SERIES 10)
SCALE: 3/4" = i'-0'
108" MAX. OVERALL FRAME WIDTH
48" MAX. INDIVIDUAL 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL
LE WINDOW
N FOR FIN
MENTS &
S AROUNDr
I
I
CLUSTER FIN
ANCHORS AT MULLION
ENDS SUCH THAT
THERE ARE A TOTAL
OF 4 POSITIONED AS
SHOWN. SEE "FRAME
ANCHOR
REQUIREMENTS-'
TABLE" ON SHEET 1
FOR
REQUIREMENTS0
INDIVIDUAL WINDOW
WIDTHS ARE RESTRICTED
TO DIMENSIONS SHOWN
BUT OVERALL UNIT
FRAME WIDTH SHALL
CONTROL
I
5
to
X
EXTERIOR ELEVATION:
MULTIPLE OPERABLE/FIXED WINDOWS
FIN INSTALLED SERIES 10)
SCALE: 3/4" = i'-0'
INSTALLATION CLIPS WHERE SHOWN. SEE
FRAME ANCHOR REQUIREMENTS TABLE" ON 4'44- 4 4" 4' 4" 4'
SHEET 1 FOR REQUIREMENTS.
NOTE: CUPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION:
IN UEU OF FRAME SCREWS
MULTIPLE OPERABLE/FIXED WINDOWS
ALLOWABLE DESIGN PRESSURE
XOX WINDOWS)
T-30 PSF
PRESSURE SHOWN IN THIS TABLE IS FOR
INSTALLATION CONDITIONS ONLY.' THE
GOVERNING DESIGN PRESSURE ON THE
WINDOWS SHALL BE THE LESSER OF THAT
SHOWN IN THE INDIVIDUAL WINDOW'S STATE
APPROVAL OR THAT SHOWN IN THIS TABLE.
FRAME SCREW INSTALLED SERIES 20
SCALE: 3/4" = V-0"
NOTE:
1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED.
2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED
TO A MAXIMUM OVERALL FRAME WIDTH OF 96".
cSrYa.,t
108" MAX. OVERALL FRAME WIDTH
48" MAX. INDIVIDUAL 60" MAX. INDIVIDUAL 48" MAX. INDIVIDUAL
WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH
4" 4" 4" 4" SIMILAR 4" 4" 4" 4"
A2
5
to
Fi.ih€@3ha.
FRAME SCREWS
SEE SINGLE WINDOW WHERE SHOWN AT
ELEVATION FOR FIN
ANCHOR
I
INDIVIDUAL WINDOW
WIDTHS ARE RESTRICTED
HEAD MULLION END.
SEE "FRAME ANCHOR
REQUIREMENTS
REQUIREMENTS & TO DIMENSIONS SHOWN TABLE" ON SHEET 1
POSITIONS AROUND BUT OVERALL UNIT
FOR REQUIREMENTS. WINDOWS FRAME WIDTH SHALL
CONTROL
Nr
1
INSTALIATON
I I
jCIDP
INSTALLATION CLIPS WHERE SHOWN. SEE
FRAME ANCHOR REQUIREMENTS TABLE" ON 4'44- 4 4" 4' 4" 4'
SHEET 1 FOR REQUIREMENTS.
NOTE: CUPS MAY BE USED AT HEAD ALSO EXTERIOR ELEVATION:
IN UEU OF FRAME SCREWS
MULTIPLE OPERABLE/FIXED WINDOWS
ALLOWABLE DESIGN PRESSURE
XOX WINDOWS)
T-30 PSF
PRESSURE SHOWN IN THIS TABLE IS FOR
INSTALLATION CONDITIONS ONLY.' THE
GOVERNING DESIGN PRESSURE ON THE
WINDOWS SHALL BE THE LESSER OF THAT
SHOWN IN THE INDIVIDUAL WINDOW'S STATE
APPROVAL OR THAT SHOWN IN THIS TABLE.
FRAME SCREW INSTALLED SERIES 20
SCALE: 3/4" = V-0"
NOTE:
1. ALL WINDOWS ARE RESTRICTED BY THE DIMENSIONS SPECIFIED.
2. TRIPLE WINDOW SHOWN. DOUBLE WINDOW ALSO APPLIES & IS RESTRICTED
TO A MAXIMUM OVERALL FRAME WIDTH OF 96".
cSrYa.,t
to
Fi.ih€@3ha.
SHEET 140.'
3 OF 5
AN ANCHOR —
WITHIN 2° OF
CORNERS & 8"
MAX. O.C. SEE
FRAME ANCHOR
REQUIREMENTS
r TABLE" ON THIS
SHEET FOR
w REQUIREMENTS.
x
m
Q -
EXTERIOR ELEVATION:
SINGLE WINDOW WITH TRANSOM
FIN INSTALLED SERIES 10)
SCALE: 3/4" = 1'-0"
FOR MAX. FRAME WIDTH;
SEE WINDOW PRESSURE
TABLE ON THIS SHEET
4" MAX.
18"' MAX. O.C.
g
82 82
W 5 5 FRAME SCREWS
OPPOSITE
WHERE SHOWN.
SEE 'FRAME
Q 9" MAX. ANCHORREQUIREMENTS
TABLE" ON THIS
SHEET FOR
9" MAX. REQUIREMENTS.
18" MAX. O.C.
j
NO ANCHORS REQ'D
4" MAX.
AT HEAD & SILL EXTERIOR ELEVATION:
It SINGLE WINDOW WITH TRANSOM
FRAME SCREW INSTALLED SERIES 20)
ALLOWABLE DESIGN
FOR MAX. FRAME WIDTH,
SEE WINDOW PRESSURE
WINDOW WITH TRANSOM)
j
TABLE ON THIS SHEET
FRAME FRAME &
WIDTH HEIGHT NEGATIVE)
Al
5
30
Q -
EXTERIOR ELEVATION:
SINGLE WINDOW WITH TRANSOM
FIN INSTALLED SERIES 10)
SCALE: 3/4" = 1'-0"
FOR MAX. FRAME WIDTH;
SEE WINDOW PRESSURE
TABLE ON THIS SHEET
4" MAX.
18"' MAX. O.C.
g
82 82
W 5 5 FRAME SCREWS
OPPOSITE
WHERE SHOWN.
SEE 'FRAME
Q 9" MAX. ANCHORREQUIREMENTS
TABLE" ON THIS
SHEET FOR
9" MAX. REQUIREMENTS.
18" MAX. O.C.
j
NO ANCHORS REQ'D
4" MAX.
AT HEAD & SILL EXTERIOR ELEVATION:
It SINGLE WINDOW WITH TRANSOM
FRAME SCREW INSTALLED SERIES 20)
ALLOWABLE DESIGN
PRESSURE
WINDOW WITH TRANSOM)
j
MAX. MAX. PRESSUREPOSITIVE
FRAME FRAME &
WIDTH HEIGHT NEGATIVE)
B1
5
OPP S fE
30 76 35
j
76 30
Q -
EXTERIOR ELEVATION:
SINGLE WINDOW WITH TRANSOM
FIN INSTALLED SERIES 10)
SCALE: 3/4" = 1'-0"
FOR MAX. FRAME WIDTH;
SEE WINDOW PRESSURE
TABLE ON THIS SHEET
4" MAX.
18"' MAX. O.C.
g
82 82
W 5 5 FRAME SCREWS
OPPOSITE
WHERE SHOWN.
SEE 'FRAME
Q 9" MAX. ANCHORREQUIREMENTS
TABLE" ON THIS
SHEET FOR
9" MAX. REQUIREMENTS.
18" MAX. O.C.
j
NO ANCHORS REQ'D
4" MAX.
AT HEAD & SILL EXTERIOR ELEVATION:
It SINGLE WINDOW WITH TRANSOM
FRAME SCREW INSTALLED SERIES 20)
ALLOWABLE DESIGN
PRESSURE
WINDOW WITH TRANSOM)
WINDOW SIZE ALLOWABLE
MAX. MAX. PRESSUREPOSITIVE
FRAME FRAME &
WIDTH HEIGHT NEGATIVE)
PSF),
30 76 35
46 76 30
SCALE: 3/4" = 1'70"
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SHEEP 1
4 OF
e
FIN ANCHOR PER ELEVATION SUBSTRATE BY OTHERS PER FRAME ANCHOR PER--\\
FRAME ANCHOR ELEVATION SUBSTRATE BY OTHERS PER
SEALANT BY REQUIREMENTS TABLE" FRAME ANCHOR
OTHERS BEHIND :.'.,;.;..:<;,?:-
REQUIREMENTS TABLEREQUIR
NAIL FIN
1/4" MAX.
SPACE
SEALANT BYE
OTHERS
EXTERIOR
SERIES 10
WINDOW
0FRAM
SEALANT BY [lOTHERSfl[l
1/4" MAX. SHIM
4 MRA. SEALANT BY
OTHERS BEHIND SHIM AT EACH CLIP
NAIL FIN "
PERUSTRATEBYOTHERSEFINANCHORETIONS8
SECTION Al "
FRAME ANCHOR
INSTALLATION CLIP SCREW
SCALE: 1/2 FULL 5 REQUIREMENTS TABLE" SUBSTRATE BY OTHERS PER PER ELEVATION (1 PER CLIP)
CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK "
FRAME ANCHOR
REQUIREMENTS TABLE"
TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE
IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SECTION A2.
SCALE: 1/2 FULL 5
SUBSTRATE BY OTHERS
PER "FRAME ANCHOR
REQUIREMENTS TABLE"
1/4" MAX. SHIM
AT EACH ANCHOR
r
SERIES 20
WINDOW
FRAME
w
x
SERIES 20
WINDOW
FRAME
1 INSTALLATION CLIP
PER ELEVATION
SEALANT BY
OTHERS
SEALANT BY— I
OTHERS
FRAME SCREW PER ELEVATIONS
FRAME ANCHOR
REQUIREMENTS TABLE"
EXTERIOR
OPTIONAL (SERIES 20) DIRECT MOUNT DETAIL20) DIRECT MOUNT DETAIL
TO SUBSTRATE WITH SPACER
HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME)
SILL DOES NOT APPLY)
FOR DETAIL NOT SHOWN, SEE SECTIONS A2/4 & 82/4)
1.325 0.293
3,.
0.0607
D INSTALLATION CLIP
VINYL)
1/4" MAX. SPACE FRAME WIDTH -
SUBSTRATE BY
Jl
SEALANT, BY
y
OTHERS
SERIES 10
FRAME ANCHOR
WINDOW
aasar.:t
FRAME _
REQUIREMENTS
cD
EXTERIOR
1/4" MAX. SHIM
4 MRA. SEALANT BY
OTHERS BEHIND SHIM AT EACH CLIP
NAIL FIN "
PERUSTRATEBYOTHERSEFINANCHORETIONS8
SECTION Al "
FRAME ANCHOR
INSTALLATION CLIP SCREW
SCALE: 1/2 FULL 5 REQUIREMENTS TABLE" SUBSTRATE BY OTHERS PER PER ELEVATION (1 PER CLIP)
CONTINUOUS WOOD MEMBER LESS IN SIZE THAN A 2X_ BUCK "
FRAME ANCHOR
REQUIREMENTS TABLE"
TO BE MIN. 3 1/2" DEEP (NOT REQUIRED WHEN SHIM SPACE
IS WITHIN ALLOWABLE DIMENSIONS SHOWN IN SECTIONS). SECTION A2.
SCALE: 1/2 FULL 5
SUBSTRATE BY OTHERS
PER "FRAME ANCHOR
REQUIREMENTS TABLE"
1/4" MAX. SHIM
AT EACH ANCHOR
r
SERIES 20
WINDOW
FRAME
w
x
SERIES 20
WINDOW
FRAME
1 INSTALLATION CLIP
PER ELEVATION
SEALANT BY
OTHERS
SEALANT BY— I
OTHERS
FRAME SCREW PER ELEVATIONS
FRAME ANCHOR
REQUIREMENTS TABLE"
EXTERIOR
OPTIONAL (SERIES 20) DIRECT MOUNT DETAIL20) DIRECT MOUNT DETAIL
TO SUBSTRATE WITH SPACER
HEAD SECTION SHOWN, SIDES ARE INSTALLED THE SAME)
SILL DOES NOT APPLY)
FOR DETAIL NOT SHOWN, SEE SECTIONS A2/4 & 82/4)
1.325 0.293
3,.
0.0607
D INSTALLATION CLIP
VINYL)
1/4" MAX. SPACE FRAME WIDTH -
SUBSTRATE BY
OTHERS PER
y
DRAWING N0. I
v, •.
Y.!
FRAME ANCHOR
1572
SNEEf N0.
aasar.:t
REQUIREMENTS
TABLE"
SERIES 10
WINDOW
FIN ANCHOR PER FRAME
ELEVATION R o
SEALANT BY
OTHERS BEHIND
l
NAIL FIN F
EXTERIOR w
ozc n rn
SEALANT BY 0
OTHERS o w a o
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SECTIONet $cl
SCALE: 1/2 FULL 5 0 4 0-1
o
1/4" MAX. SHIM Z wo
AT EACH ANCHOR
FRAME WIDTH — 3 a ,
0
SUBSTRATE BY =
W
OTHERS PER
SERIES 20 wFRAMEANCHORw
REQUIREMENTS WINDOW
FRAME i
TABLE" w
rn
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O R
cli
FRAME ANCHOR i n
NPERELEVATIONQZ5
V)Ll
Li a w i
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SEALANT BY c>> og
OTHERS'^z
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SECTION B2NCL
SCALE: 1/2 FULL;_t5B; ", z h
W
U
y
DRAWING N0. I
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Y.! y gk`..s<y:
1572
SNEEf N0.
aasar.:t 5 OF 5
REQUIRED INSPECTION SEQUENCE
BP# Address:
BUILDING PERIYtd:T . "
y ELECTRI,CA!L 1P'VtMfYT _. .
Min- Max Ips ecdo n Descri ti®nn min Max Inspection Descri tion
Footer / Setback Electric Underground
Sternwall Footer / Slab Steel Bond
Foundation / Form Board Survey Electric Rough
Slab / Mono Slab Pre our T.U.G.
Lintel / Tie Beam / Fill / Down Cell Pre-Power Final
Sheathing — Walls Electric Final
Sheathing — Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Inspection
Final Solar
Final Firewall
Final Roof
Final Stucco / Siding
Insulation Final
Final Utility Building
Final Door
Final Window
Final Screen Room
Final Pool Screen Enclosure
Final Single Family Residence
Final Building (Other)
REVISED: June 2014
Mechanical Roug
Mechanical Final
min Max Inspection- Des
Gas Undergrou
Gas Rough'
Gas Final