1005 Grove Manor Rd; 18-3817; ALTERATIONS INTERIORCITY OF
S k PERMIT APPLICATION
I
BUILDING DIVISION t Application No: 0 J I
Documented Construction Value: $ 1 'L c o
Job Address: 1005 GROVE MANOR RD., SANFORD, FL 32771 Historic District: Yes [I No
Parcel ID: 31-19-31-513-0000-0260 Residential 0 Commercial
Type of Worl,-,,New Addition Alteration Repair Demo Change of Use Move
Description of Work: Complete alterations, new--beelt doer, two new windows, master bath addition,
electrical outlets, install kitchen cabinets, bath fixtures, shower, & finishes
Plan Review Contact Person:
Phone:
Name MARRICK INV LLC
Street: 5224 SR 46 #345
City, State Zip: SANFOR FL 32771
Title:
Email: A FF _o Rc S o a e s nAc. , - co w\
Owner Information
Contractor
Name ALBERT FLORES (OVATION CONSTRUCTION COMPANY)
Street: 1030 DRUID DRIVE
City, State Zip: MAITLAND, FL 32751
Phone: 3a to - 31(p - -Io Z 3
Resident of property?: n/a
407) 616-4582
407) 757-0332
License No.: CGC 058513
Architect/Engineer Information
Name: Jv Ns 13M: Per Phone: n - 4!4 - Street: -
7 (e I !Et D 2 City,
St, Zip: 4r-> i24- Aat-A P zzj , ;: 3 2y I Y, Bonding Company:
t' /^ Address: -1 /
A. Fax: E-
mail:
Mortgage Lender: &
I l t% 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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6a' Edition (2017) Florida Building Code
NOTICE: In addition td the requirements of this permit, there maybe additional restrictions applicable to this property that maybe 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/
7u,
Date
1 C} Xj (1C-S I
Print Owner/Agent's Name
N& 1? —
grature'.f Notary -State of Florida Date
til ifop\STOPyFq'i,
ie0-Ao59W •••A,Arsonallv Known to Me or
M*Atod ID X
Fq .
W -
of ID fL- DL-
Signature of Contractor/Agent
Print Contractor/Agent's Name
Signature of Notary -State of Florida
Contractor/Agent is
Produced ID
Date
Date
Personally Known to Me or
Type of ID
oa 9ss, 6:'ati; BELOW IS FOR OFFICE USE ONLY
1 1111111\`
Permits I equlred: Building Electrical Mechanical Plumbin
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
Gas Roof
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads
APPROVALS: ZONING: UTILITIES:
ENGINEERING: FIRE:
COMMENTS:
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: !Se 11-,0' l S
oQ
aty'C ORp [
O •
ar.BUILDING DIVISION
IT APPLICATION
Application No:
Documented Construction Value: $,10Cb
Job Address: 1005 GROVE MANOR RD., SANFORD, FL 32771 Historic District: Yes No
Parcel ID: 31-19-31-513-0000-0260 Residential V1 Commercial
Type of Work: New Addition Alteration Repair Demo Change of Use Move
Description of Work: Complete alterations, ae mi Beek -deer, two new windows, master bath addition,
electrical outlets, install kitchen cabinets, bath fixtures, shower, & finishes
Plan Review Contact Person:
Phone:
Name MARRICK INV LLC
Street: 5224 SR 46 #345
Fax:
City, State Zip: SANFORD, FL 32771
Title:
Property Owner Information
Phone: 321 cp - 31(e - ? o z 3
Resident of property?: ^Za
Contractor Information
Name ALBERT FLORES (OVATION CONSTRUCTION COMPANY) Phone: (407) 616-4582
Street: 1030 DRUID DRIVE Fax: (407) 757-0332
City, State Zip: MAITLAND, FL 32751 State License No.: CGC 058513
Architect/Engineer Information
Name: ..J o 4;-- < , A, µv Ns urs , P. r - Phone: 4's-1 - 45 Is q u
Street: -7(a 1 !!t CA a-4h, w-. v %z cn.r D Fax:
City, St, Zip: 3 2 ? 1 Y_ E-mail: _1 o &E4 1 m M ow s 3 ob.. a,c.
Bonding Company: Mortgage Lender: &1 lA
Address: J e A. Address: ak
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.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61s Edition (2017) Florida Building Code
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that maybe 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/Agentent Date
Print Owner/Agent's Name
N&
gnature of Notary -State of Florida Date
I1111111//'
T0PyF9
Otefg t, ••• G usonally Known to Me or
P cpd ID `cfo of ID j'L QL-
Z•-.
4: o.m
Signature of Contractor/Agent Date
Print Contractor/Agent's Name
Signature of Notary -State of Florida Date
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
o9 9ss,••. 6`ay, BELOW IS FOR OFFICE USE ONLY
Permits el wired: Buildingg El Electrical Mechanical Plumbing Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Mina Occupancy Load:
Flood Zone:
of Stories:
New Construction: Electric - # of Amps Plumbing - # of Fixtures
Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
UTILITIES:
FIRE:
WASTE WATER:
BUILDING:
Grant Malo , Clerk Of The Circuit Court & Comptroller Seminole County, FL
Inst #2018129802 Book:9249 Page:545; (1 PAGES) RCD: 11/15/2018 11:06:12 AM
REC FEE $10.00
Cf RTIFIED COPY GRANT MALOYCLERKOFTHECIRCUITCOURTTHISINSTRUMENTPREPAREDBY:
SE r, Name: ALBERTFLORES AN C)A/ rnn__.R
RIVE .JOiAddress: 1030 DRUID '' ITf, FLOOMD14
MAITLAND. FL 32751
BY
T
NOTICE OF COMMENCEMENT oate 'CLERK
State of Florida
County of Seminole
Permit Number. Z 6 3 5 ( -7 Parcel ID Number. 31-19-31-513-0000-0260
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with
Chapter 713, Florida Statutes, the following Information Is provided In this Notice of Commencement.
DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available)
1005 GROVE MANOR ROAD. SANFORD. FL 32771
GENERAL DESCRIPTION OF IMPROVEMENT:
Complete alterations, new back door, 2 new windows, master bath addition, electrical
outlets, install kitchen cabinets, bath fixtures, shower, & inishes
OWNER INFORMATION:
Name: MARRICK INV LLC
Address: 5224 SR 46 #345, SANFORD, FL 32771
Fee Simple Title Holder (if other than owner) Name:
CONTRACTOR:
Name: ALBERT FLORES (Ovation Construction Company)
Address: 1030 DRUID DR., MAITLAND, FL 32751
Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served
as provided by Section 713.13(1)(b), Florida Statutes.
Name: N/A
Address: N/A
In addition to himself, Owner Designates N/A of
To receive a copy of the Lienor's Notice as Provided in
Section 713.13(1)(b), Florida Statutes.
Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a
different date Is specified) N/A
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART t, SECTION 713.13,
FLORIDA STATUTES, AND CAN 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 WO RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalties of per)u clare that I have read the foregoing and that the facts stated In It are true
to est of my kn I belief.
Owners Signre -+ - Owners Printed Name Florida
Statute 713.13(1)(g): ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.' State
of t' l!nr t dA, County of .<9111 YV e- The foregoing
instrument was acknowledged before me this2s— day of 4 r .0 201?' by Who
is personally known to me I t
P"gf pemon Waking statement OR whtrft
I rt'eilpfication type of identification produced: T-L QL_ Com.' cn
t
2•• }4 _ A i
rn_ m •T
0•t
ti • Notary Signature o Aft
i •
9i 1p
ssI .•'tea~
REQUMED EMPECTION' SEQUENCE
Hpff. ),P- J.-7 Addires-m-
UEVULOENG PERM., 7 I.
IMIT. 21x rmspecflon Deaadgg®
Footer / SgtbadIc
Remwall
Fbundatimn•/Form Board: Survey
SlabIM-on'O Shb-Ptepour
Lintel / Tie,- Beath / Fill Down Cell
S -eatbing-L Walls -
Sheathing 1, Raof
Roof Dry In
lFrame
1Insulation Rough In-
Tirewall S'e'rew Pattern
Drywall / ST eetrqcic
Lath lnspeci,foh
Final Solar
Final' Roof -
Final Stucco- /'Siding
hasul'aftn Final
Final Utility; Building -
Final Door
Final- Window
jFina-1 Screen.Room
Final.. Pool Sbreen Enclosure.
Mobile Home Building- Final
Pre:. -Demo
Final Demo
Final Single Residence,
FinaIguildiAg (Other)
WP
Mn Inspec4uonn IDD scz!m
EleclAaUnder-ground
Footei /' Slab Red Bond
Electric Rough
T.U.G.
Pre -Power Final
Electric Final
Iron Hmspe flon Description
Plumbing -Underground
Plumbing Sewer
Plumbing Tub- Set.'
Plumbing Final
Lmj-lmrsa"u?
Minn Max I m Rese Aption
Mecham"cal Rough
Mechanical. Final
ryfBM Max I rms
Gas Underground
GCT -as Rough
Gas. Fin!a-I
REVOED., JVne 2014
Revision NOV 12 2018
Response to Comments,
Permit Submittal Date
City of Sanford
Building & Fire Prevention Division
Ph: 407.688.5150 Fax: 407.688.5152
Email: building@sanfordfl.gov
tI y S%Ulf
Project Address: %Os 424yr &YDP DOLE S tii ri E)- 3-ZZf
Contact:=E
Ph: 4lo 7 - 6/6 - ysd a Fax:
Email: Aft)1V'e291 7,VC7oA/CD PG 1yY1iG. Cd14
Trades encompassed in revision:
Building
Plumbing
Electrical
Mechanical
Life Safety
Waste Water
Department
Utilities
Waste Water
Planning
Engineering
Fire Prevention
General description of revision:
r 7y-Zcac- r iyNS 9i}ie0y v
ROUTING INFORMATION
Approvals
Building .5r— ft-ZD * t S
Application Number: 18-3817
Project Description: Residential Alteration
Job Address: 1005 Grove Manor
PLAN REVIEW COMMENTS
Date: 09/25/2018
Contact Name: None Provided
Contact Email: None Provided
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.gov. Provide two copies of affected plan sheets and/or
supplemental information as requested Permit submittals will not be accepted without two copies.
1. Plans must include an existing floor plan for the work areas
FBC 107
2. If not installing a new door, all references on the plans need to be deleted.
FBC 107
3. Required lighting in new bathroom is required to be shown on the electrical page
FBC 107
No review conducted **
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
Deputy Building Official
BE
CITY OF
Sk 4FORD
1 BUILDING DIVISION
PLAN REv1Ew COMMENTS
Application Number: 18-3817 Date: 09/25/201.8
Project Description: Residential Alteration Contact Name: None Provided
Job Address:1005 Grove Manor Contact Email: None Provided
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 l are as
amended by City of Sanford ordinance viewable on our website at %8,w-' .sanfordfl.cov. Provide two copies of affected plan sheets anrUor
supplemental information as requested Permit submittals will not be accepted without two copies.
COMMENTS:
1. Plans must include an existing floor plan for the work areas
FBC 107
V w +G.<-4 r no'- Pcr .5f/u rc. r 4 Lars ,.14 C. c-F t r c rr5 ;l-.ia s /3 c-a=r A-p o
2. If not installing a new door, all references on the plans need to be deleted. ,4e—cjJ 6t UJ/ rV c-rw Its i t 5e--ro YLI Nv arl
FBC 107 A'cYLAX"e0 i3 n rr-14 wac.l. S 4 G t oA1
cn ?-J c d oop— r'NQG L b A!AjftW:;) S'; W O 1c K s -b tog _ ".(6 l f f AS j CLD G" Q Wit) (~u --
3. Required lighting in new bathroom is required to be shown on the electrical page Gt-h?t_t T 0 ' FBC 107
177W Uc= f--1 Q +fr S A,Ja Sw 17Z- CS 1- v<" Ooar2- 0a ev:t 4 Gc,ovo t:FO 6 u
Ic d -rf4e c - LA /Jc au -T7-tom'r°t =
tea.- D y` ?-.
No review conducted **
Anv 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 meetines with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival.
Respectfully,
Steve Fiorey, CBO
Deputy Building Official
SCPA Parcel View: 31-19-31-513-0000-0260 Page 1 of 2
CFA Property Record Card
j[PAMUR Parcel: 31-19-31-513-0000-0260
sc ao ecowrv,r oruw Property Address: 1005 GROVE MANOR DR SANFORD, FL 32771
Parcel Information Value Summary
Parcel 31-19-31-513-0000-0260
Owner(s) MARRICK INV LLC
Property Address 1005 GROVE MANOR DR SANFORD, FL 32771
Mailing 5224 SR 46 #345 SANFORD, FL 32771
Subdivision Name GROVE MANORS
Tax District S1-SANFORD
DOR Use Code 01-SINGLE FAMILY
Exemptions 00-HOMESTEAD(2014)
o F
o
9 _ £ j C., j
96.04 . •
r- -- - ------ _..,__._--.—.
2018 Working 2017 Certified
Values Values
Valuation Method Cost/Market Cost/Market
Number of Buildings 1 1
Depreciated Bldg Value 124,606 111,898
Depreciated EXFT Value 600 600
Land Value (Market) 1 $25,389 22,850
Land Value Ag
Just/Market Value ** i $150,595 135,348
Portability Adj
Save Our Homes Adj 26,762 14,062
Amendment 1 Adj 0
P&G Adj 0 0
Assessed Value 123,833 j $121,286
Tax Amount without SOH: $1,789.00
2017 Tax Bill Amount $1,521.00
Tax Estimator
Save Our Homes Savings: $268.00
TRIM Notice HeID Does
NOT INCLUDE Non Ad Valorem Assessments eya,
escnpuvn LOT
26 GROVE
MANORS PB
10 PG 31 Taxes
ITaxing
Authority Assessment Value Exempt Values Taxable Value County
General Fund 123,833 " 50,000 73,833 Schools
i 123,833 I 25,000 98,833 City
Sanford I
123,
833 50,000 ! 73,833 SJWM(
Saint Johns Water Management) 123.833 , 50,000 73,833 County
Bonds 123,833 50,000 73,833 Sales
Description
Date Book Page Amount Qualified Vac/Imp WARRANTY
DEED 4/1/2018 10911 1059 j 189,900 Yes 1 Improved WARRANTY
DEED 3/1/2016 08655 0994 100 I No Improved SPECIAL
WARRANTY DEED 5/1/2013 r 08059 1888 — 103,000 No Improved QUIT
CLAIM DEED 12/1/2007 0690 1338 100,000 1 No Improved fCORRECTIVE
DEED _ — 8/1/2000 r
03909
I 1 — ^' 100 t
No
Improved Final
Goinparable Sale3 Land
Method
Frontage Depth Units Units Price Land Value FRONT
FOOT & DEPTH 91.00 ! 124.001 0 $300.00 25,389 Building
Information Is
Bed/Bath count incorrect? Click Here. Description
Year
Built Fixtures
Bed TBathBase Area Total SF Living SF Ext Wall Adj Value Repl Value Appendages Actual/
Effective http://
parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=31193151300000260 9/10/2018
SCPA Parcel View: 31-19-31-513-0000-0260 Page 2 of 2
1 SINGLE 11964 6 4 2.9 2,022 2,991 2,292 CONC $124,6061 $188,084 Description Area
FAMILY BLOCK
BASE 270.00
i
GARAGE
609.00
FINISHED
OPEN
PORCH 70.00
FINISHED
OPEN
PORCH 2O.00
FINISHED
Permits
Permit # Description Agency Amount CO Date Permit Date
00241 REROOF SHINGLES SANFORD $11,890 11/5/2014
02870 TEAR OFF AND INSTALL 20 YEAR FIBERGLASS SHINGLE SANFORD j $2,348 9/1/1997
Permit data does not originate from the Seminole County Property Appraiser's office. For details or questions concerning a permit, please contact the building department of the tax district In which the property Is located. l
Extra Features
i J
Description Year Built Units Value New Cost
FIREPLACE 1 1 12/1/1964 1 ! $600 $1,500
http://parceldetail.scpafl.org/ParcelDetailInfo.aspx?PID=31193151300000260 9/10/2018
MIAMI- ADE MIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.goy/economy
PGT Industries, Inc.
1070 Technology Drive
North Venice, FL 34275
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County 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 "SH-600" Aluminum Single Hung Window - N.I.
APPROVAL DOCUMENT: Drawing No. 4032-20, titled "Alum. Single Hung Window, Non -Impact",
sheets 1 through 14 of 14, dated 09/21/05, with revision G dated 06/06/17, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING: None.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply 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
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. 16-0714.05 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 17-0630.07
M AM! DARE COUNTY
NOA
Date: January 26, 2021
Approval Date: November 30, 2017nzpllqPageI
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
Submitted under NOA's No. 06-1211.07 and 05-0928.03)
2. Drawing No. 4032-20, titled "Alum. Single Hung Window, Non -Impact", sheets 1
through 14 of 14, dated 09/21/05, with revision G dated 06/06/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of a PVC sliding glass door,
a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS
spacer system, Durasealo spacer system, Super Spacer® NXTTM spacer system and XL
EdgeTM spacer system at insulated glass, prepared by Fenestration Testing Laboratory,
Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15,
06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E.
Submitted under previous NOA #16-0714.05)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
along with marked -up drawings and installation diagram of Proview aluminum single
hung w/integral fin (3/16" temp), prepared by Fenestration Testing Laboratory, Test
Report No. FTL-4886, dated 03/16/06, signed and sealed by Eduardo Largaespada,
P.E. (Submitted under NOA #06-1211.07)
3. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
window w/integral fin (3/16" temp.), prepared by Fenestration Testing Laboratory,
Test Report No. FTL-4959, dated 07/19/05, signed and sealed by Eduardo
Largaespada, P.E. (Submitted under NOA#05-0928.03)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Water Resistance Test, per FBC, TAS 202-94
3) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
window (3/16" ann. IG), prepared by Fenestration Testing Laboratory, Test Report
No. FTL-4658, dated 07/15/05, signed and sealed by Eduardo Largaespada, P.E.
Submitted under NOA#05-0928.03)
Manuel PLez P.E.
Product Control x iner
NOA No. 17-0630.07
Expiration Date: January 26, 2021
Approval Date: November 30, 2017
E-1
PGT Inidustries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
window (1/8" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No.
FTL-4657, dated 07/08/05, signed and sealed by Eduardo Largaespada, P.E.
Submitted under NOA #05-0105.01)
6. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
window (1/8" temp. IG), prepared by Fenestration Testing Laboratory, Test Report
No. FTL-4656, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E.
Submitted under NOA 405-0105.01)
7. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
window (3/16" temp. & 3/16" ann.), prepared by Fenestration Testing Laboratory,
Test Report No. FTL-4655, dated 07/08/05, signed and sealed by Eduardo
Largaespada, P.E. (Submitted under NOA#05-0928.03)
8. 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) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
window (1/8" ann. IG), prepared by Fenestration Testing Laboratory, Test Report No.
FTL-4654, dated 07/07/05, signed and sealed by Eduardo Largaespada, P.E.
Submitted under NOA #05-0105.01)
9. 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 FB.C, TAS 202-94
4) Forced Entry Test, per FBC 3603.2 (b) and TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
window (3/16" temp. 3/16" aiin. & 3/16" ann. IG), prepared by Fenestration Testing
Laboratory, Test Report No. FTL-4653, dated 07/07/05, signed and sealed by Eduardo
Largaespada, P.E. (Submitted under NOA #, 05-0105.01)
Manue[ Pe z, P.E.
Product Control Lafiner NOA
No. 1 - 630.07 Expiration
Date: January 26, 2021 Approval
Date: November 30, 2017 E -
2
PGT Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51h
Edition (2014) and FBC 6th Edition (2017), dated 06/22/17, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None,
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014) and FBC
6th Edition (2017), dated June 22, 2017, issued by manufacturer, signed and sealed by
Anthony Lynn Miller, P.E.
2. Statement letter of no financial interest, dated June 22, 2017, issued by manufacturer,
signed and sealed by Anthony Lynn Miller, P.E.
3. Proposal No. 16-0125 issued by the Product Control Section, dated March 09, 2016,
signed by Ishaq Chanda, P.E.
Submitted under previous NOA No. 16-0714.05)
G. OTHERS
1. Notice of Acceptance No. 16-0714.05, issued to PGT Industries, Inc. for their Series
SH-600" Aluminum Single Hung Window - N.I., approved on 08/18/16 and expiring
on 01 /26/21.
Manue P e , .E.
Product Contr=
30.07
finer
NOA No.
Expiration Date: January 26, 2021
Approval Date: November 30, 2017
E-3
GENERAL NOTES: NON -IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A. 3/16" ANNEALED GLASS
B. 3/16" TEMPERED GLASS
C. 1/4" ANNEALED GLASS
D. 1/4" TEMPERED GLASS
E. 13/16" I.G., 1/8" ANNEALED OUTBOARD, AIR SPACE, 1/8" ANNEALED INBOARD
F. 13/16" I.G., 1/8" TEMPERED OUTBOARD, AIR SPACE, 1/8" TEMPERED INBOARD
G. 13/16" I.G., 3/16" ANNEALED OUTBOARD, AIR SPACE, 3/16" ANNEALED INBOARD
H. 13116" I.G., 3/16" TEMPERED OUTBOARD, AIR SPACE, 3/16" TEMPERED INBOARD
I. 13/16" I.G., 3/16" ANNEALED OUTBOARD, AIR SPACE, 1/8" ANNEALED INBOARD
J. 13/16" I.G., 3116" TEMPERED OUTBOARD, AIR SPACE, 1/8" TEMPERED INBOARD
2. CONFIGURATIONS: "OX" (1/1, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
3. DESIGN PRESSURES: SEE TABLES 1 THROUGH 3, SHEETS 3 THROUGH 5.
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300.
C. DESIGN PRESSURES UNDER 40 PSF ARE NOT APPLICABLE IN MIAMI-DADE COUNTY.
D. DESIGN LOADS ARE BASED ON ALLOWABLE STRESS DESIGN, ASD.
4. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE DETAILS.
5. MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE AND WHERE IMPACT RESISTANCE IS REQUIRED,
6. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
7. REFERENCES: TEST REPORTS FTL-4653, FTL4654, FTL-4655, FTL-4656, FTL4657, FTL-4658, FTL-4886 AND FTL-4959.
ANSI/AF&PA NDS FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL
8. SERIES/MODEL DESIGNATION SH600, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
HURRICANE ZONE (HVHZ).
Material Min. Fy Min. F.
Steel Screw 92 ksi 120 ksi
Elco UltraCon® 155 ksi 177 ksi
410 SS Elco CreteFlex® 127.4 ksi 189.7 ksi
6063-T5 Aluminum 16 ksi 22 ksi
A36 Steel 36 ksl 58 ksi
Gr. 33 Steel Stud 1 33 ksi 1 45 ksl
I JR I 0~7 I G I UPDATED ANCHORAGE TO FBC 2017. 1
CODES / STANDARDS USED:
e2017 FLORIDA BUILDING CODE (F8C), 6TH EDITION
e2014 FLORIDA BUILDING CODE (FBC), 5TH EDITION
eASTM E1300-04
ANSI/AF&PA NOS-2015 FOR WOOD CONSTRUCTION
ALUMINUM DESIGN MANUAL, ADM-2015
AISI S100-12
eAISC 360-10
NOA DRAWING MAP
SHEET
GENERAL NOTES.............1
GLAZING DETAILS ............ 2
DESIGN PRESSURES 3-5
ELEVATIONS .....................6
VERT. SECTIONS ............. 7
HORIZ. SECTIONS............ 7
PARTS LIST ....................... 8
CORNER DETAIL .............. 9
EXTRUSIONS .................... 8, 9
ANCHORAGE .................... 10 -14
r ODUCT REVISED
as wmrAying with the FMrib
Ewildmg Cube
ern.-Plnncz No
Gy'pimipn Date L_
NO.58705
170 TECHNOLOGY DRIVE Dweieon o••,
N. VENICE, R 34275 GENERAL NOTES••;`,ORIDP.. •'G ` 947)A80-7600 rrr:
CERT. OF AUTH. #29296 ALUM. SINGLE HUNG WINDOW, NON -IMPACT
IN.G.T. n
j n.r eon' ate' °T°'eM* 1br A. L tSN MILL'li, P.E.
LLGTIIICXTSTRIM,INC. SH600 NTS 1 ° 94 4032-20 G FL P.E.#58705
OM.
BITE
3/16" ANNEALED OR TEMPERED GLASS
3/16" MONOLITHIC GLASS
DM.
BITE
EXTERIOR INTERIOR
ALL SECTIONS)
DM.
BITE
Part tl Description Material
71 Kommerling 4SG TPS Spacer System
72 Guanex Super Spacer nXT with Hot Melt Butyl
See this
Sheet for
73 Ouanex Dumseal Spacer Materials
74 Cardinal XL Edge Spacer
HEFEHtNt:t I tb [ tttrUK I . ; r- Ll l .... a Dn ry
lW ANNEALED OR TEMPERED GLASS
1/4" MONOLITHIC GLASS
SILICONE HOT -MELT BUTYL
STRUCTURAL
SILICONE
STRUCTURAL 3/16' NOM.
POLYISOBUTYLENE
1/4" NOM. POAM
WITH
WITH DESICCANT DESICCANT
EXT. GLASS EXT. GLASS
INT. GLASS I
KODISPACE SUPER
11
4S1-_ TPS
72
SPACERWNXTT"
ALUMINUM
REINFORCEMENT POLYISO- DESICCANT FILL AREA
86
BUTYLENE PRODUCT REVISED
5/16" NOM. ;;;
C—plyinga with the FhvidaTHRU915I76'NOM. SEAL y
SILICONE SEAL Building Cod;, ('
7BUTYL8AcrGptancaltioI
IDESICCANT
ROLL -FORMED
@x im Uste 6
FOAM
STAINLESS STEEL
EXT.GLASS By
1/8" OR 3/16" ANNEALED OR TEMPERED GLASS EXT. GLASS
MIrc, Dadc Product C
1111
AIR SPACE Nv LY ,
1/8" OR 3/16" ANNEALED OR TEMPERED GLASS INT. GLASS \'t 0'•..E... INT. GLASS ` , .• ,1GENSF
13/16" Q'r' •.
DURASEALO XL EDGETIM * ; No. 58705
13/16" INSULATED GLASS 73 74 _ *"
SPACER SPACER
107N ENICELFOL342TECH 0 O751
GLAZING DETAILS
O ATEFIT
Fio P it s -1600 ....(941)480
er arN. a. CERT. OF AUTH. #29296 ALUM. SINGLE HUNG WINDOW, NON -IMPACT %/, TONAL E 1
JR 08M17 G NO CNAIJGES THIS SHEET, aut.+ea[ sue: al.c ta..texe ' A. LYNPIIUILLO P.E. COPYRIGHT OMIT)
uwR, ey aMe L,rd.d a.s: PGT HDUSTRIES, INC. ® SK" F0 2 r 14 4032-20 G
F.K. 714M J.J. lY11Ax5
FL P.E.# 58705
ro°
MEETING RAIL
W T.
X" SASH
1
LOW SILL OPTION:
WINDOWS WITH THE LOW SILL
OPTION ARE LIMITED TO A
POSITIVE DESIGN PRESSURE
OF +64.0 PSF OR LOWER AS
SHOWN IN THE TABLE.
NEGATIVE DESIGN PRESSURES
ARE UNEFFECTED.
REFER TO ANCHOR
QUANTITY TABLES 5-8
FOR ADDITIONAL DP
LIMITATIONS.
RC•DUCT REVISED
1--plyi.8 ,nih In. Flo W
Building Code
t-1a c' No / - a830.0
Cm ieat' D Dace 2
By
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LYNIyM'..,,
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No. 58705
SATE F
CC '••F ORIDP.••'• \:\
S,NALIENG`
A. LYNN MILLER, P.E.
G FL P.E.#58705
1070 TECHNOLOGY
N. VENICE, FL
9411480-1600
CERT.OFAUTH.R29M
cavra DHrozonvcrvYRIGHT
ALL aIGHTSRESERVED
DRIVE34275
j 2<r
DESIGN PRESSURES, 1/1 WINDOWS
rmc
ALUM. SINGLE HUNG WINDOW, NON -IMPACT
JR p&47GH7 G NO CHANGES THIS SHEET. s""eO'L'
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J.J. D.L: 9/Y1AT5
DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS WI SAME DLO ARE 1" SMALLER)
TABLE 1.
1I1 FLANGE OR INTEGRAL FIN WINDOWS EQUIPPED W! HIGH SILL OPTION
WINDOW
WINDOW HEIGHT
WIDTH GLASS TYPE 28" 38 318" 44" 50 5l8" 83" 72" 74" 78"
A,C,E,I 80.0 120.0 80.0 120.0 g0.0 120.0 80.0 94.6 78.5 78.5 75.7 75.7 73.0-73.
019118"G+g0.0-120.0 80.0 120.0 80.0 120.00.0+80.0-120.0 80.0-114.2+80.0-110.1 B0.0-106.
2B,D,F,H,J+80.0-120.0 80.0 120.0+80.0-120.00.0k+
80.O0.0
80.0 120.0 g0.0 120.0 80.0-120.0 80.0
A,C,E,I 80.0 120.0+80.0-120.0 80.0 120.0 0.0 60.0 I.9 68.9 8.9 66.2 6.2.+63.6
24" G 80.0-120.0+80.0-120.0+80.0 120.0 0.0 80.0 120.0 BD.O 100.3 80.0 96.3 60.0 P56. B,D,F,H,J 80.0 120.0 80.0 120.0 80.0 120.0 gD.O 12D.0 80.0 120.0 80.0 112.8 80.0 108.3 B0.0
A,C,E,I 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 80.0 62.0 62.0 59.1 59.1 56.4
32" G 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 116.4 80.0 90.3 80.0 86.0 B0.0
B,D,F,H,J 80.0 120.0 gp,0 120.0 80.0 120.0 80.0 120.0 8D.0 120.0 80.0 101.5 80.0 96.7 80.0 92.3
q g0.0 120.D 80.0 120.0 gO.D 120.0 80,0 105.0 80.0 80.0 61.3 58.0 55.0 55.0
B, D, F, H, J 80.0 120.0 80.0 120.0 80.0 120.0 80.0 . 120.0 60.0 120.0 60.0 94.9 80.0 90.1
37"
80.0 120.0 60.0 120.0 gO.D 120.0 80.0 120.0 80.0 116.4 g0.0 J.+58.0
84.4 80.0 80.1
80.0 120.0 80.0 120.0 80.0 120.0 80.0 115.0 80.0 80.0 61.3 58.0 55.0 55.0
A 80.0 120.0 80.0 120.0 B0.0 111.8 80.0 91.6 80.0 0.0 61.3 56.0 55.0 55.0
B,D,F,H,J 80.0 120.0 80.0 120.0 80.0 120.0 g0.0 120.0 80.0 120.0 80.0 100.3 80.0 94.9 80.0 90.0
G 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 g0,0 116.4 g0.0 89.1 80.D 84.4 80.0 80.0
C,E,1 80.0 120.0 g0.0 113.0 g0.0 107.0 80.0 103.0 80.0 80.0 61.3 61.3 58.0 58.0 55.0 55.0
q 80.0 120.0 80.0 108.0 80.0 95.8 80.0 85.6 76.4 76.4 61.3 1.3 58.0 58.0 55.0 55.0
H,J g0.0 120.0 80.0 120.0 B0.0 120.0 80.0 120.0 80.0 120.0 80.0 100.3 80.0 94.9 80.0 90.0
G 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 116.4 80.0 89.1 80.0 84.4 80.0 0.0
80,0 120.0 80.0 104.0 80.0 93.8 80.0 89.9 60.0 80.0 61.3 61.3 58.0 58.0 55.0 55.D
A B0.0 120.0 80.0 96.8 B0.0 87.6 78.0 78.0 68.3 i8.3 61.3 1.3 58.0 58.0 55.0 55.0
B,D,F,H,J 80.0 120.0 g0.0 120.0 g0.0 120.0 80.0 120.0 80.0 114.9 80.0 100.3 80.0 94.9 80.0 90.0
G gp.0 120.0 80.0 120.0 60.0 120.0 80.0 116.0 80.0 102.1 80.0 89.1 g0.0 84.4 80.0 80.0
C,E, I BD.O 120.0 80.0 94.8 g0.0 83.7 79.7 79.7 70.2 70.2 61.3 61.3 58.0 58.0 55.0 55.0
A 80.0 117.7 80.0 85.4 77.0 77.0 69.6 69.6 59.5 59.5 56.4 56.4 55.7 55.7 55.0 55.0
B,D,F,H,J 60.0 120.0 80.0 120.0 gD.O 120.0 g0.0 113.9 80.0 99.1 80.0 92.3 80.0 91.1 80.0 90.0
53 1l8"
G 80.0 120.0 g0.0 120.0 80.0 111.9 80.0 101.3 80.0 88.1 80.0 82.0 80.0 81.0 80.0 80.0
C, E, 1 80.0 117.7 g0.0 5.4 73.9 73.9 69.6 69.6 60.6 b0.6 56.4 56.4 55.7 55.7 55.0 55.0
GLASS TYPES:
A. 3/16" ANNEALED E. 13116" I.G., 1l8" ANNEALED, AIR SPACE, 1l8" ANNEALED I. 13/18" I.G., 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED
B. 3/18" TEMPERED F. 13/16" I.G., 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED J. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 1/B" TEMPERED
C. 1/4" ANNEALED G. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 3/16"ANNEALED
D. 1/4" TEMPERED H. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED
TABLE 2.
DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS W/ SAME DLO ARE 1" SMALLER)
STANDARD VIEW FLANGE, INTEGRAL FIN AND RADIUS TOP FLANGE WINDOWS EQUIPPED W1 HIGH SILL OPTION
WINDOW
WINDOW HEIGHT
1- 1. 1-. 1 ed•• I KA FIB" 1 63"1 72" 74" 76
V
A,C,E,G,I ` 80.0 120.0 80.0 120.0 80.0 1 120.0 80.0 120.0 80.0 86.4 51.3 51.3 49.3 49.3 47.5 47.5
19 1/8"
B, D, F, H, J 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 102.7 80.0 98.6 80.0 94.9
A,C,E,G,1 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 60.6 46.4 46.4 44.4 44.4 42.5 42.5
74"
80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 92.9 80.0 88.8 80.0 85.0
A,C,E,G,I 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 80.0 44.6 44.6 42.2 42.2 40.0 40.0
32"
B, D, F. H, J 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 89.1 80.0 84.4 80.0 80.0
A 80.0 120.0 80.0 119.0 80.0 94.5 80.0 93.0 80.0 80.0 44.6 44.6 42.2 42.2 40.0 A0.0
B, 0, F, H, J 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 89.1 80.0 84.4 80.0 80.0
37"
C,G 80.0 120.0 80.0 120.0 80.0 120.0 80.0 115.6 80.0 80.0 44.6 04.6 42.2 42.2 40.0 i0.0
E,1 80.0 120.0 80.0 119.0 80.0 114.0 80.0 107.0 80.0 80.0 44.6 A4.6 42.2 42.2 40.0 40.0
A 80.0 120.0 80.0 109.0 80.0 90.4 80.0 88.6 76.3 76.3 44.6 44.6 42.2 42.2 40.0 40.0
B, D, F, H, J 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 89.1 80.0 84.4 80.0 80.0
C,G 80.0 120.0 80.0 120.0 80.0 111.2 80.0 102.8 80.0 80.0 44.6 44.6 42.2 42.2 40.0 00.0
E, 1 80.0 120.0 80.0 107.0 80.0 104.0 80.0 98.2 80.0 80.0 44.6 44.6 42.2 42.2 40.0 40.0
A 80.0 120.0 80.0 92.7 80.D 84.5 80.0 82.7 70.4 70.4 44.6 44.6 42.2 42.2 40.0 40.0
B. D. F, H, J 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 89.1 80.0 84.4 80.0 80.0
C,G 80.0 120.0 80.0 107.2 SO.D 97.6 80.0 9.5 80.0 80.0 44.6 44.6 42.2 42.2 40.0 0.0
E, I 80.0 120.0 80.0 93.2 80.0 91.9 80.0 89.5 76.3 76.3 44.6 44.6 42.2 42.2 40.0 40.0
A 80.0 117.0 80.0 89.2 76.7 76.7 74.8 74.8 63.0 63.0 44.6 44.6 42.2 42.2 40.0 40.0
B, D. F. H, J 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 114.7 80.0 89.1 80.0 84.4 80.0 80.0
C,G 80.0 117.0 80.0 96.0 80.0 87.0 79.3 79.3 70.1 70.1 44.6 44.6 42.2 2.2 40.0 0.0
E. 1 80.0 113.0 80.0 82.4 80.0 81.3 79.3 79.3 70.1 70.1 44.6 44.6 42.2 42.2 40.0 40.0
A 80.0 103.8 80.0 84.4 69.2 69.2 66.3 66.3 56.7 56.7 41.0 41.0 40.5 40.5 40.0 40.0
B, D, F, H. J 80.0 120.0 80.0 120.0 80.0 120.0 80.0 113.2 80.0 98.8 80.0 81.9 80.0 80.9 80.0 80.0
53 118"'
C,G 80.0 103.8 80.0 84.6 76.3 76.3 69.2 69.2 60.4 60.4 41.0 41.0 40.5 40.5 40.0 40.0
E,I 80.0 103.8 72.5 72.5 70.6 70.6 69.2 69.2 60.4 60.4 41.0 41.0 40.5 40.5 40.0 40.0
GLASS TYPES:
A. 3/16" ANNEALED E. 13/16" I.G., 1/8" ANNEALED, AIR SPACE, 1/8" ANNEALED I. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED
B. 3/16" TEMPERED F. 13/16" I.G., 1/8" TEMPERED, AIR SPACE, 1/8" TEMPERED J. 13/16' I.G., 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED
C. 1/4" ANNEALED G. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 3116" ANNEALED
D. 1/4" TEMPERED H. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 3/16" TEMPERED --
1070 TECHNOLOGY DRIVE
N. VENICE, FL34275 DESIGN PRESSURES, S
941)480-1600 ,eN
awmc CERT. OF AUTH. #29296 ALUM. SINGLE HUNG WI
0&476/17 G NO CHANGES THIS SHEET. arve+: si..c
@. .CD PGTINURES. C. ® NT3 1 4 a/4 7/
4Po5 -1 M21/05 1 ui -- aeseaveD 0"
W
IT. MEETING RAIL X„
SASH LOW
SILL OPTION WINDOWS
WITH THE LOW SILL OPTION
ARE LIMITED TO A POSITIVE
DESIGN PRESSURE OF +
64.0 PSF OR LOWER AS SHOWN
IN THE TABLE. NEGATIVE
DESIGN PRESSURES ARE
UNEFFECTED. REFER
TO ANCHOR QUANTITY
TABLES 5-8 FOR
ADDITIONAL DP LIMITATIONS.
tD
VIEW NON -
IMPACT 4032-
20 G i' :
ODUi'I REVISED s
I-Plyi-9 with If. FkA& Buildmg
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No OkV
LYNN LICENSE'•.
No.
58705 ' 0.,
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ONAL ENS` A.
Ll/I N Mft' AR, P.E. FL
P.E.# 58705
DESIGN PRESSURES BASED ON FLANGE TIP -TO -TIP DIM. (INTEGRAL FIN WINDOWS W/SAME DLO ARE 1" SMALLER) TABLE 3.
CUSTOM VIEW FLANGE, INTEGRAL FIN AND RADUS TOP FLANGE WINDOWS WI HIGH SILL OPTION (WINDOW HT. MINUS SASH HT.)
WINDOW
WINDOW HEIGHT MINUS SASH HEIGHT (76" MAX. HT. FLANGED AND 75" MAX. HT. INTEGRAL FIN)
WIDTH GLASS TYPE 17 118 22 11/16 28 3/16 33 314 39 5116 44 13/16 50 31g 55 15116
A,C,E,I 80.0 120.0 g0.0 120.0 80.0 120.0 g0.0 120.0 80.0 118.0 80.0 100.2 80.0 67.1 70.8 70.8
19 118 B, D, F, H, J BD.O 120.0 80.0 120.0 8D.0 120.0 80.0 120.D 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0
G gp.0 120.0 60.0 120.p 80.0 120.0 gO.D 120.D 80.0 120.0 80.0 120.0 80.0 120.0 80.0 115.1
A,C,E,I 80.0 120.0 80.0 120.0 80.0 120.0 80,0 120.0 80.0 103.0 80.0 86.2 74.1 74.1 59.5 59.5
24 80.0 120.0 60.0 120.0 g0.0 120.0 80.0 120.0 80.0 120.0 80.D 120.0 80.0 120.0 80.0 118.7
G g0.0 120.0 g0.0 12p.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 96.8
A,C,E,I 80.0 111.0 60.0 120.0 B0.0 117.0 80.0 94.2 80.0 85.7 74.3 74.3 62.6 2.8 49.1 09.1
32 B, D, F, H, J 80.0 111.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 113.5 80.0 97.9
80.0 111.0 80.0 120.0 B0.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 101.g 79.7 79.7
A,C,E,I 80.0 96.0 80.0 119.0 g0.0 91.9 80.0 88.1 80.0 80.5 70.9 70.9 58.8 58.8 45.2 05.2
37 B, D, F, H, J 80.0 98.0 80.0 12D.0 80.0 120.0 80.0 120.0 gD.O 120.0 80.0 120.0 g0.0 105.8 80.0 90.3
G 80.0 98.0 60.0 120.0 80.0 120.0 80.0 120.0 g0.0 120.0 80.0 115.3 80.0 95.5 73.5 73.5
A g0.0 92.0 60.0 106.0 g0.0 87.4 80.0 81.5 70.8 70.8 69.0 89.0 57.3 57.3 43.6 03.6
B, D, F, H, J 80.0 92.0 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 g0.0 120.0 80.0 102.7 80.0 87.0
40
C,E,I 80.0 92.0 g0.0 106.0 80.0 103.0 g0.0 92.6 70.8 70.8 69.9 69.9 57.3 57.3 43.6 03.6
g0.0 92.0 60.0 120.0 80.0 120.0 80.0 118.6 80.0 115.0 80.0 113.7 B0.0 93.2 70.8 70.8
A,C,E,I 80.0 85.0 80.0 92.3 80.0 81.3 75.1 75.1 59.5 59.5 58.4 58.4 56.2 58.2 41.9 01.9
B, D, F, H, J 80.0 85.0 80.0 120.0 g0.0 120.0 80.0 120.0 80.0 117.9 80.0 11fi.6 80.0 9.9 80.0 83.7
44
C,E,I 80.0 85.0 g0.0 93.1 80.0 91.0 80.0 85.1 59.5 59.5 58.4 5g.4 58.2 56.2 41.9 01.9
G 80.0 85.0 80.D 120.0 80.0 109.8 80.0 101.4 80.0 96.7 80.0 94.8 80.D 91.3 68.1 68.1
A B0.0 111.9 80.0 88.8 73.3 73.3 67.2 67.2 51.4 51.4 49.6 09.6 49.0 09.0 40.8 00.8
B, D, F, H, J 80.0 120.0 80.0 120.0 80.0 120.0 80.0 120.0 B0.0 101.2 60.0 98.4 80.0 98.0 80.0 81.5
48
C,E,I 80.0 109.0 80.0 82.2 80.0 81.2 75.0 75.0 51.4 51.4 49.8 09.6 49.0 09.0 40.8 00.8
G 80.0 120.0 80.0 110.2 80.0 96.9 80.0 88.6 80.0 83.5 80.0 80.6 79.6 79.6 66.3 66.3
q 80.0 99.0 80.0 81.8 64.4 64.4 58.9 58.9 43.7 03.7 41.6 01.6 40.4 00.4 40.0 00.0
B, D, F, H, J 80.0 120.0 80.0 120.0 80.0 114.8 80.0 103.5 80.0 85.8 80.0 81.9 80.0 80.2 80.0
53 1/8
C,E,I 80.0 99,0 72.3 72.3 70.8 70.8 64.5 64.5 43.7 03.7 41.6 01.6 40.4 00.4 E+4.
0GL-4O.
8D.00 98.7 80.0 84.3 76.3 76.3 71.0-71.0+67.6 67.6 65.7 65.7 0
GLASS TYPES:
A. 3/16" ANNEALED E. 13/16" I.G., 1!8" ANNEALED, AIR SPACE, 118" ANNEALED I. 13116" I.G., 3/16" ANNEALED, AIR SPACE, 1/8" ANNEALED
B. 3/16"TEMPERED F. 13/16" I.G., 118" TEMPERED, AIR SPACE, 1/8" TEMPERED J. 13/16" I.G., 3/16" TEMPERED, AIR SPACE, 1/8" TEMPERED
C. 1/4" ANNEALED G. 13/16" I.G., 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED
D. 1/4" TEMPERED H. 13l18" I.G., 3/16" TEMPERED, AIR SPACE, 3118" TEMPERED
W HT.
0,.
MINUS
SASH
W T.
MEETING RAIL
X" SASH
1
NOTES:
1. WINDOWS WITH THE LOW SILL
OPTION ARE LIMITED TO A
POSITIVE DESIGN PRESSURE
OF +64.0 PSF OR LOWER AS
SHOWN IN THE TABLE.
NEGATIVE DESIGN PRESSURES
ARE UNEFFECTED.
2. AVAILABLE SASH HEIGHTS FOR
CUSTOM WINDOWS ARE 12 5/8"
MIN. TO 38" MAX.
3. 76" MAX. FLANGE WINDOW HT.
75" MAX. FIN WINDOW HT.
REFER TO ANCHOR
QUANTITY TABLES 5-8
FOR ADDITIONAL DP
LIMITATIONS.
R00Ut1' REVISED
s carnplyng with [h¢ R4r*i11a
letainocoN (-Mo3a.opo21lcrxpraa.o No
l
3yt1.i ¢d. ProdwAC
11111 I
pNY.YN/V '• y/
PC1..•' IGENgF'• '
No.58705
nTi
1070 TECHNOLOGY DRIVE
N. VENICE. FL 3427' DESIGN PRESSURES, CUSTOM HT. -S. HT. %(s '• OR1DP,.•'• N_:
1941i4ao leoo 'NAL ENG`•
CERT.GFA:11.129298 ALUM. SINGLE HUNG WINDOW, NON -IMPACT I t ,,t
JR OGA?CV17 G NO CHANGES THIS SHEET. COPYRIGHT02Ut) ="'"
idef sa.t "itr Q°'roH' "'" A. LYNN I i.R, P.E.
o, .r tJwdoe , pqs. T.1"?USTHIE$NC. ® sH600 NTS 5 a 14 4032-20 G FL P.E.# 58705
FK 7/4A75 J.J. 9/21/05 uiHleHTsaeseaveo
53 1/6" MAX. FLANGED WIDTH (ALL ELEVATION DETAILS)
52 1/8" MAX. I.F. WIDTH (ALL ELEVATION DETAILS)
49 5/8" MAX. FIXED C
DLO (ALL) D
75" MAX. 75" MAX. 75" MAX.
LF.
LE
A A I.F. I.F.
SEETABLED D-j HEIGHT SEE DLO
O j
HEIGHT SEE DLO
Q
C
j
HEIGHT
L76" MAX. / 76" MAX. 76" MAX.
FLANGED FLANGED L FLANGED
HEIGHT HEIGHT HEIGHT
SEE DLO
38 /16"
TABLE x j SASH SEE DLO
X
SIE SEE DLO X AlSEE
MAX') HEIGHT
TABLE j NOTE 4 TABLE / NOTE 4
j --I- , I
I-- L
1/4" MAX.
ENT DLO (ALL)
DETAIL A
1/1
B
I
SEE DLO
TABLE
Q j
SEE DLO± ABLE X j
75" MAX.
I.F.
HEIGHT
SEE
TAI
76' MAX.
FLANGED
HEIGHT
20"
SASH SEE DLO
HEIGHT
B-j
DETAIL D
VIEW (CUSTOM SASH)
DETAIL B
VIEW (STANDARD SASH)
0 j/
X j
EST
75" MAX.
I.F.
E—] HEI 3HT
76" MAX.
FLANGED
HEIGHT
20"
SASH
HEIGHT
DETAIL E
RADIUS TOP (CUSTOM SASH)
DETAIL C
RADIUS TOP (STANDARD SASH)
Teal G A
VERTICAL DAYLIGHT
OPENING
FIXED LITE
LOW HIGH
DETAIL SILL SILL
A 34 1/2 34 3/16"
B 415/8" 411/4"
C 41 114" 40 7/8"
D 52 5/8" 52 11/16"
E 52 114" 52 5/16"
SASH
DETAIL
LOW
SILL
HIGH
SILL
A 34 1/2" 34
B 27 7/16" 1/B"
C 27 7/16" 1/8"
D 16 3/8"
27
3/4"
E 16 3/8" 3/4"
PRODUCT REVISED
wAy+ng -*do skAft
Building Code 1n
NOTES: `.0 QNY.LYN yM',,
1' SEE SHEET 7 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. P;•''•
VIGENSF'• (( i
2. SEE SHEET 9 FOR CORNER DETAIL VIEWS. ••. ;
3. SEE SHEETS 10 THROUGH 14 FOR ANCHORAGE INFORMATION. ' * No. 58705
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B 8 C) ARE BASED ON A THREE OVER TWO FORMAT.
1070 TECHNOLOGY DRIVEsn
N. VENICE. FL 34275 EEVATION3 O(<`s •'•F ORIDP .•' ` 941)480A600 TY4
wr CERT.OF AUTH. #29296 ALUM. SINGLE HUNG WINDOW, NON -IMPACT '' ;
S/ONAL ECGOTJROftq&17 G NO CHANGES THIS SHEET. s.r+wK s.>+. stir u..+nNd '
s
L`FNN N..... 2, P.E.
PGG NWSTR! z, WPGTINIXISTR!ES,1C. $H5p0 NTS 6 a 14 4032-20 G FL P.E.#58705
F.K. 7/4N5 J.J. 921105—RIGHTSRESER'JED
F--2.784"--1
1 INSIDE
MAX.
FIXED
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR
OPTIONAL BOTTOM LOCKS, (1) 6" FROM EACH SIDE OF SASH.
1 MAX. VENT DAYLIGHT OPENING — z
BALANCE PARTS USED
LITE 7, 8 OR 17
DAYLIGHT
OPENING
25
n
I HEIGHT
OUTSIDE
MAX.
VENT
DAYLIGHT
SECTION B-B
LOW SILL SHOWN)
2.330'
5Z (LOW SILL)
SEE NOTE ABOVE
1 .117' I l RMW17 1 G I NO CHANGES THIS SHEET. I
I OUTSIDE
MAX. FIXED LITE DAYLIGHT OPENING
MAX. WIDTH
SECTION A -A
INTEGRAL FIN (I.F.) FRAME SECTIONS INSIDE
47
2.330
LOW
SILL
48
LOW SILL HEAD
070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
941)480-1600
CERT. OF AUTH. #292%
COMIGHT-1T
PGT INDUSTRES. INC.
W. RIOHTS RESERVED
HIGH SILL)
ULTRALIFT
ONLY
BALANCE PARTS USED
ON SASHS >40 LBS
14 & 16
2.710"
IF— 2.710"
OUTSIDE
i:0DU11' REVISED
6 w—Alvin@ with the FL-ib
6ui!3nG C.&
cceP", P.07
63
Erpir;u on Date 4021
L;Y
64
r li D.& ll 1d= c
LYNN4/ 65 OR 66 LICENSF'•.1 6`
SECTION C-C No. 58705
Tt -
RADIUS TOP
HEAD DETAIL - FLANGED VERSION) l
T •. SECTIONS
S. F[ORtDP.•
ALUM. SINGLE HUNG WINDOW, NON -IMPACT '' 7 rNNf11LLONALu..io.b. w. A. L1k, P.E. SH600 Half
1 7 d 14 4032-20 G FL P.E.# 58705
DESCRIPTION PGf#
FLANGE FRAME HEAD 612225
8 X 1.000 QUAD PN. SMS 781 PQAkMDW# FLANGE FRAME SILL (LOW SILL) 612226
ADHESIVE OPEN CELL FOAM PAD 7PAD1626
FLANGE FRAME JAMB 612227
SASH STOP (ALUMA-TILT) 612244
1 SASH STOP (EGRESS) 1.126 LONG 612244
9 4029 CALDWELL ALUMA-TILT BALANCE, 5/8"
10 1080 BAL. COVER, RIGID VINYL, 5/8" 6BALCVR916
11 6 X.750 PH. PN. SMS 7834AA
12 1 1BALANCE BOTTOM BRACKET 7BALTBKT
13 1085 SASH TOP GUIDE, 5/8" BAL. 42504
14 4029-1 CALDWELL ULTRA LIFTBALANCE, .670"
15 8 X 1 PHILLIPS FLAT HEAD S. STL 78X1 FPAX
16 1080-1 670 ULTRA-LIFTBALANCE COVER 6BALCVR670
17 4053 SASH STOP (ULTRA -LIFT) 64053
18 4029-1 SASH BRACKET 7ULBRKT
19 8-32 X 1/2" LG. PH. FH. TYPE F S. STL 7832X12FPFX
20 1 1086 ISASH TOP GUIDE, 11116" BAL. 42505R & L
21 1 4054C I FIXED MEETING RAIL 64054C
23 1 4006C ISASH TOP RAIL 64006
25 1 1235 WSTP.,.170 X.270 BACK, FIN SEAL 67S16G
26 1098 1 SWEEP LATCH 71096
27 1016 8 X .625 PH. FL. SMS 7858
28 4007 SASH BOTTOM RAIL (LOW SILL) 612230
30 1226 WSTP., BULB VINYL 6TP249
31 4008 SASH SIDE RAIL 612231
34 1268 SASH FACE GUIDE 42501
37 1224 VINYL GLAZ. BEAD BULB (THICK)
1225 VINYL GLAZ. BEAD BULB (THIN) 6TP248394014816TP247W,,K38
GLAZING BEAD, 3/16 & 1/4. W/O GRILL KIT64014
40 4046A GLAZING BEAD, 3/16 & 1/4. W/ GRILL KIT644842
46 4067 GLAZING BEAD, 13/16" I.G. 64067
47 4071A FRAME, I.F. HEAD 64071
48 4072A FRAME, I.F. LOW SILL 64072
49 4073A FRAME, I.F. HIGH SILL 64073
50 4074B FRAME, I.F. JAMB 64074
52 4009 SILL LATCH (EGRESS) (LOW SILL) 764009
53 1088 SPRING, SILL LATCH (EGRESS) 7SPRNG
54 2740 SILL LATCH (EGRESS) (HIGH SILL) 62740
55 1014 SCREEN FRAME (HOR. & VER.) 61014
56 1630 SCREEN CORNER KEY WIRINGS 71630
57 1631 SCREEN CORNER KEYW/OUT RINGS 71631
58 1073 SCREEN SPRING 7CASP
59 1624 SCREEN SPLINE -.135DIA FOAM 61624K
60 1635 SCREEN SPLINE - .135 DIA HARD 61635K
61 SCREEN CLOTH 61816
63 505 GLAZING CHANNEL (.688 X.500) _ 6533402
JR I OFiW17 I G I NO CHANGES THIS SHEET. _ I
370 TECHNOLOGY DRIVE
N. VENICE, FL 34275
941)480-1600
CERT. OF AUTH. #29296
COPVRIGNT 0301]
PGT INDUSTRIES, INC.
hLL fiIGi1T3 RESERVED
ITEM DWG.# I DESCRIPTION PGT#
64 1161 1#6 X 1.000 PH. BUGLE TEK 706X1
65 FOAM TAPE 1/4 X 1 /2 - FOR 3/16 61412 K
66 1208 FOAM TAPE 1 /8 X 1 /2 - FOR 114 61308K
68 4051A SASH BOTTOM RAIL (HIGH SILL) 64051
69 5050A FLANGE FRAME SILL (HIGH SILL) 64050
70 SILICONE, DOW 791, 899, 995 OR GE 7700
80 1A. GLASS, 3/16" ANNEALED
81 1 B. GLASS, 3/16" TEMPERED
82 C. GLASS, 1/4"ANNEALED
83 D. GLASS, 1/4" TEMPERED
86 E. GLASS, 13/16" IG; 1 /8" ANNEALED, AIR SPACE, 1/8"ANNEALED
87 F. GLASS, 13/16" IG; 1 /8" TEMPERED, AIR SPACE, 118" TEMPERED
88 G. GLASS, 13116" IG; 3/16" ANNEALED, AIR SPACE, 3/16" ANNEALED
89 H. GLASS, 13/16" IG; 3116" TEMPERED, AIR SPACE, 3/16" TEMPERED
90 I. GLASS, 131 6" IG; 3/16" ANNEALED, AIR SPACE, 1 /8" ANNEALED
91 1J. GLASS, 13/16" IG; 3/16" TEMPERED, AIR SPACE, 1 /8" TEMPERED
2.764
7
1.830
062
47 FRAME, I.F. HEAD
4071A, 6063-T6
48 FRAME, I.F. LOW SILL4072A,6063-T6
2.374
062
4.(71
2. 10 LO6
17il E—E
49 FRAME, I.F. HIGH SILL 50 FRAME, I.F. JAMB
4073A,6063-T6 #4074B,6063-T6
PARTS LIST AND FRAME CORNER DETAILS
ALUM. SINGLE HUNG WINDOW, NON -IMPACT
s.t.uuv.c soN:
SHIM NTS 1 8 > 14 4032-20 G
rlr.c;DucT P FV ISED
cs complying with the Fhride
l.luild- Codc
Acceptance No • i).
L-:pirat-,on D—
1. A
LIGENSF ' /Ill i
No. 58705
ltATE F
FS '•F ORIDP.. •'`
IIA/
ONAL ENG
A. LYNILL R, P.E.
FL P.E.# 58705
T--
2.784--{
1.363
062
O FLANGE FRAME HEAD
4002A,6063-T6
1.749
0
062—[il Y
O FLANGE FRAME JAMB
4004,6063-T5
USED AS RADIUS TOP HEAD)
1.342
062 2.155
21 FIXED MEETING RAIL
4054C,6063HD-T6
I.F. FRAME
062
2.830 2.3130
1
2.784 —+{
SEALANT ALONG ENTIRE JOINT
I I.F. FRAME
II IIII WELD
O FLANGE FRAME SILL (LOW)\17 ALONG
4003C, 6063-T6 6 SCREW
BOSS (2)
SEALANT OR GASKET
1 738
AT HEAD AND SILL
062 .490 .040
f--1.451—{T N1 1 VIEW D-D VIEW E-E
f (1/1 & VIEW HEAD & SILL, RADIUS TOP SILL) (RADIUS TOP HEAD)
OSASH STOP 17 SASH STOP COVER FRAME CORNER CONSTRUCTION
4025,6063-T5 #4053,6063-T5
2.279 ----{
Q— 1.77
062 1
23 SASH TOP RAIL
44006C,6063HS-T6
1
2.946
062
2.784 I
69 FLANGE FRAME SILL (HIGH) 4050A, 6063-T6
CHANCES THfS SHEET.
31 SASH SIDE RAIL
28O SASH BOTTOM RAIL (LOW) #
4008, 6063-T5
4007,6063-T5
1.057
2.326 —
68 SASH BOTTOM RAIL (HIGH)
4051A,6063-T5
070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
941(480-1600
CERT. OF AUTH. 029296
CO—Y H-17
rc7 w"us7aEs. wc.
L
666
o! raoLx;razvss
I
39 GLAZING BE 3/16" OR 1/4" O 683 .050 R'a"i lying , llx ckrr3fl
Huilding Cork
ncccR -04014B, 6063-T5 n c 7 0712
j 1_057
I 46 GLAZING BEAD 13/16" IG
F3v
aln n do I.et
L 4067,6063-T5
I? LYNNMi%,,
40 GLAZING BEAD 3/16" OR 1/4" No. 58705 ,
4046A,6063-T5:
USED W/ GRILL KIT) p •, ('
6/,-/%
yp,
SfAT F .4411
ALUM. SINGLE HUNG WINDOW, NON -IMPACTtyEXTRUSIONS S/ONAL ENG\?\
A. LYNN MNJLER'.E. s.ram.r. ea.: w.wow
sHWO Half 1 9 114 4032-20 G FL P.E.#58705
ANCHOR QUANTITIES FOR 1/1 FLANGED WINDOWS TABLE 5. ANCHORAGE NOTES:
WINDOW HEIGHT
1. ANCHOR TYPES: 1 -
SC
ELCO
INTO METAL
AR #12
SCREWS INTO METAL
SUBSTRATE: 28.603 34.603 40.603 46.603 62.603 1 58.603 1 64.603 1 76.000 2 -1/4" ELCO SS4 CRETE-FLEX
ANCHOR TYPE:
3 - #12 SCREWS -
p U U U U p U U p U U p U U p U U O U U U U
70NZ ZE7 NZZ o N.Z ZMQNZ ZfoUNZ Z(h NZ Z c"10NZ zco Z WINDOW
GLASS c i O O cl O O N O O O ni O O N O O O c 0 O O N O O N p O O 2. ANCHOR LOCATIONS ARE BASED ON THE WIDTH
TYPE U
U U U U U U U 3 U U U U U U U U FOLLOW ING DIMENSIONS. 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HEAD - 18 1/2" MAX. FROM TOP CORNERS B,
D,F,G, 1 1 1 1 _ _ _,___ _ __- __,_. - _ _ —_ JAMBS - 17 1/2" MAX. FROM TOP CORNERS 19.
125 H,
J 1 2 1-2 1; i 2 1 2 2:2 212 2'2 2 2 2'3 212 2 2 2j3 2 2 213 2'3 2.2 3.3 3 3 2;2 3,3 3!4 3;3 3I3 15"MAX. FROM BOTTOM CORNERS 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 6" MAX. BELOW MTG. RAIL A,
C,E,I - _ _.__ _ -_._ -,- -- .-_ - _-. -_ - -- __. _._ __ -.. --- --- - SILL - ANCHORS NOT REQUIRED 12
12 1i2 2'2 112 2i2 2,,2 2:2 2 2 213 2{2 2 2 2 2 212 2 2 2,2 2 2 2'2 2 2 212 2,2 2i3 22 212 B,D,
F,G, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. INSTALL PER THE ADJACENT TABLE ANCHOR 7__.. - - . _.._ __r.-.. _
i QUANTITIES USING THE DIMENSIONAL CRITERIA OF 24000 H,
J
1 2 1 2 22 2•,3 1 2 2;2 213 2 2 2':3 313 2;2 3 3 3j4 212 313 314 2.2 3 3 3 4 2i2 3.3 4;4 3i3 4 3 NOTE 2. A,C,
E,l , 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1, 2
1: 2 21 2 2 3 1 2 2 2 2 j 3 2, 2 2: 3 3 3 2; 2 3 3 2; 2 2, 2 2 2 212 2 2 2; 2 2 2 2; 2 2 2 22 3 2 2 2; 3 4. DESIGN PRESSURE LIMITATIONS: SIZE BLOCKSOFTHEADJACENTTABLEWITH A PSF 119
1191 BOLD ITALICIZED VALUE ABOVE THEM, INDICATE A 1 D,
F,G, 2 1 1 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 2 1 2 MAXIMUM DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD, DUE TO ANCHOR 32.000
H,J 2 i 2 2; 2 212 2!, 3 212 2 3 213 2 3 2! 3 3 4 2 j 3 3: 3 31 5 2' 3 3 4 3; 4 3; 3 3 4 3, 4 3; 3 3 4 4 5 31 3 4 4 SPACING LIMITATIONS. OTHERWISE, THE MAXIMUM AC,E,
I 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 DESIGN PRESSURE FOR THE RESPECTIVE SIZE AND 2 2
2 2 2 2 2i3 2,2 2 3 2.3 2 3 2 3 3 4 2i3 3 3 2;3 2 2 213 2,3 2,2 Z2 2.3 222 3:2 2,3 2;2 3 3. GLASS TYPE IS AVAILABLE. PSF 103
117 1191 5. SEE NOTE 4, SHEET 14 FOR METAL SUBSTRATE B,D,
F,G, 2 1 2 2 1 2 2 1 2 2 2 T 2 2 2 2 2 2 2 2 1 2 2 1 2 REQUIREMENTS. 37.000
H,J 2 2 212 2;2 2 3 2 3 3'3 314 2 3 3'4 3.4 213 3:4 315 2:3 3":4 3:5 3,3 4;4 4;5 31 4:4 4;5 3 4 4 4 2 1
2 2 1 2 2 1 2 2 2 2 2 1 2 2 1 1 1 1 1 1 1 1 AC,E,
I - - --- - _ _.r _ - - -- 2;2
2 2 2 2 2'3 2;3 3j3 3 4 2.3 3.4 3i4 2:3 3 4 2i3 2 3 2'3 213 212 2;3 2;3 2!2 313 3!4 2;2 3!3 PSF 95
108 120 119 B,D,
F,G, 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 2 2 2 2 2 2 2 2 2 TABLE KEY: 2-'! _ _.__ _.. _._ _ ._T - - - --• -
40.
000
H,J 2 2 2 2 2 3;3 2 3 3'.3 3j4 2:3 3;4 3+5 3T3 3-4 3;5 3 3 4.5 3;5 3,3 4 5 4;5 3 3 4 5 4 6 314 4,5 2 2
2 (DPLIMTED) 2 2
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 _ AC,E,
1 21,2 2;2 22 3;3 23 3;3 314 2 3 34 314,23 3;4 2'4 213 3:3 23 2,2 2;3 2:3. 212 3 3 3%4 2'.2 3i3 MAX PSF 118 PSF 87
99 109 119 HEAD 2 B,D,
F,G, 2 2 2 2 2 2 3 2 2 3 2 2 3 2 3 3 2 2 3 2 2 3 2 2 JAMB ABOVE 2 3 r .__ -__ .. -2-
44.000
H,J 2i2 2,2 2,2 3;3 2 3 3 3 3:4 3,3 3i4 3 5 3;3 4'4 4i6 3,4 4 5 3;5 3'3 4?5 4;5 3,3 4j5 4'6 44 5,5 MTG. RAIL AC,E,
I 2 2
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB BELOW 2 32131313 ;
3I 4 2 3 3 4 31 4 2! 3 3' 4 3 i 4 2 3 3 3 2 i 3 2 3 213 2 4 2 3 31 3 3 i 4 2 3 314 MTG. RAIL aop cr asvlsEo ns c
r•:mPIYing "- th the Fkeidn PSF 79
119 90 100 113 114 119 8.ildin code FULL DP
4cccUnce dH ! D(o D7 B,D,F,G, 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 ( ) E jl 1nD&
e /
48.000
H,J 2 2 212 2 2 3;3 2,3 3i3 3 4 3 3 314 4:5 3 4 45 4i6 3+4 4 5 4;6 3 4 4i5 4:6 3j4 4 5 5 7 4..4 56 HEAD 2 A 2
2
2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 JAMB ABOVE 2 3 r ReD nrGdG T c- AC,E,
I 222`222232'343342.3343:4233:43I42.33 - - MTG. RAIL 3 2,4 2 3 3 3 2 4 2;3 3 3 3 4 2,3 3;4 II PSF 72
118 82 90 103 103 118 113 J pNY
LYNN F,G,
2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3 1 FOR
tCEN3F M/
l MTG. RAIL :.
SEE TABLE
Q r• •';F 53.125
H,J 212 2i2 22 3 3 2,3 33 3:4 3,4 3j4 3 5 34 4,5 46 3 4 41,5 46 3.4 45 4 6 34 5;6 5 7 4,5 56 FULL DP No.58705 2 2
2 2 2 2 2 2 2 2 2 2-- 2 2 2 2 _*• Ct ; AC,E,I _ _ _ - 2 2 2 3 2, 3 2 3 2' 4 2 3 3' 4 3 4 2 3 3 4 3 RIVE 3
3
3 3 4 2 3 3ANCHOR,4GE
SPACING, 1/14 1070 TECHNOLOGY ° O,%'• STATE
OF lv i/ N. VENICE,
FL 39 WINDOWS (<` '•. jD[ORIOP.•'• \` CERT OtFAUTH
629298 ALUM. SINGLE HUNG WINDOW, NON -IMPACT SS ONAL ENG Rws08y doHRnlbr' 4 1 JR 0&/
OCV17 G NO CHANGES THIS SHEET. COPYRIGHT®IOtT
16°" " ' °1"
p11v' "` A. LYN1V I 'L! P.E. Ikrn BY:
pp: CInGeO! OUY: PGTINDUSTRIES,NC. 7 2'9 SH600NTS
10 ! 14 4032-20 G F.K.
7/4A75 J.J. 9/21A15 gLLRIGHTSRESERVED FL P.
E.# 58705
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLE 6.
WINDOW HEIGHT
SUBSTRATE:----29.655 37.165 44.655 1 52.155 1 59.655 67.155 74.655 76.000
ANCHOR TYPE.Mj
O nNO-ZONOO ZZC
ONOO
o
MU N
U
O?
O
0
Cm
z(_)n1 0
004 O zMO
OL
O z0
oU z
ON O o
NCOU zzOcO) WINDOWGLASWIDTH
TYPE C) CU U 0 3: U Cl C.) U U L c) U PSF
113 119 19.
125 B,
D, F, H•
J 1
1!
1 1
1'
1 1
1,
1 1
2;
2 1
2,
2 1
2
2 1
2;
2 1
2;
2 1
2,
2 1
3
2 1
2:
2 1
3;
2 1
3;
3 1
2
2 1
3;
2 1
3'
13 1
2
2 1
3;
2 1
3!
3 1
3Y2
1
33
1
3I3
1
3
2 1
3
2 A,
C,E, G,
I 1
1;
1 1
1
1 1
1'
7 1
222,
222222!22,23i22i.23122{2223i22!22j22122i22;22i22221222 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 PSF
90 119 103 119 B,
D. F, 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 _ 1 1 1 1 24.
000 H J 11 1 1 111 2,2 2 2 2i2 3 3 22 3 2 3 3 22 33 L. 43 3 2 4;3 373 312 4 3 33 3;2 4.3 3;3 312 33 A,
C,E, GJ
1
1,
1 1
1'
1 1
1'
1 1
212
1
2
2 1
2I2
1
3
3 1
2i2
1
3,
2 1
3!
3 1
2!
2 1
3
3 1
2r2
1
2,
2 1
3!
2 1
2
2 1
2i2
1
2'
2 1
2`,:
2 1
2,
2 1
2
2 1
2I2
1
2F2
1
22
PSF
68 111 77 111 119 32.
000 B,
D, F, B, H,
J 2
1t1
1 ,.—.__..
11
2
1;
1 2 .._...
2
2 1 __.
2;
2 2
2T2
2
3'
3 1
2j3
2
3'
3 2
4'!
3 1
3!
3 2
T..__
4!
3 2
4!
4 1
3
3 2
54
2
414
f1
312
2
r—____._
4
3 2
4;
4 1
3!
2 1
43
2
444
1
3,
2 1
4;
3 A,
C,E, 2 1 2 2 1 2 2 1 2 2 1 2 2 1 1 1 1 1 1 1 1 1 1 1 G,
1 17 1I1 1i1 2 2 22 2i2 3;3 2':3 T 3:3 i 4333 4i3 313 3 2 3;3 2 2 2i2 2 2 2'2 i 2,2 J 2,2 1 2 2I22i2 2`2 PSF
59 96 67 96 109 119 B,
D, F, 2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 2 1 2 2 1 2 2 1 2 37.
000 H•J 11 1,1 1;1 22 2 2 2;2 3;3 213 3'3 4I4 3,3 4 4 4i5 4 3 5',4 4,4 3;3 5 3 4i4 4i3 5,4 44 3,3 5 4 A,
C,E, 2 1 2 2 2 2 2 2 2 2 2 2 2 1 2 1 1 1 1 1 1 1 1 1 11
111 1,1 2F2 2'2 2 33 2!3 3:3 4!4 33 4 4 3;3 3,3 4'3 3;2 2i2 3 2 2 2 2;2 3 2 2i2 212 3 2 PSF
54 89 62 89 101 113 119 B,
D, F. 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 2 2 2 2 2 2 2 2 2 40.
000 H. 1I1 1f1 1'1 2'2 2 2 2'2 3;3 3 3 3`3 4i4 3 3 4'4 5'5 4 3 5'4 4;4 3i3 5 4 5;15 4 3 5 4 5 4 4 3 5 4 A,
C,E, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 G.
I 1I1 1 1 1.1 2 2 2 2 2;2 3 3 3'3 3 3 4 4 3 3 4 3 43 3 3 413 3'3 2 2 3:2 3:3 242 3 2 3 3 212 3 2 PSF
49 81 56 81 119 92 102 117 118 B,
D, F, 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 2 3 2 2 2 2 2 44.
000 H•J 11 1'1 1 1 2!2 2 2 2':,2 3 3 3;3 3.3 4!4 313 4 4 5 5 4,3 5i5 4 5 45 43 5 4 515 43 5;4 A,
C,E, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3:
2 3!3 G,I 1'1 11 1:1 2I2 2:2 212 3 3 3i3 3 3 3i4 3i3 3 3 4 4 3,3 43 3i3 2 2 3 3 3(3 3!2 3 3 3 3 PSF
45 74 51 74 1191 84 94 107 109 114 B.
D. F, 2 2 2 3 2 3 3 2 3 3 2 3 4 2 3 3 2. 3 3 2 3 3 2 3 48.
000 H.J 111 1 1 11 2 2 22 212 3,3 3 3 3 3 4 4 4 4 4'4 5.5 4 4 5 5 5 5 4 3 5 4 Si5 4 3 5-5 55 4 3 5i4 A,
C,E, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 G,
I 1i1 11 1 1 2i2 2 2 212 313 313 3 3 3 4 313 3.3 3;4 3;3 4 3 313 2;2 3 3 3;3 312 3:3 3i3 312 3131 PSF
41 67 46 67 110 76 85 1119 97 98 112 B,
D, F, 3 2 2 3 2 3 4 2 3 4 3 3 4 2 3 3 2 3 3 2 3 3 2 3 53.
125 H. 1'1 1 1 1.1 2!2 2 2 2',2 3 3 3I3 3 3 4'4 4,4 4.4 5i5 4 4 5`5 5'S 4 3 5 4 5'•5 4 3 6 5 56 4'3 6 5 A,
C,E, 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 2 1 2 1 2 1 G•
I 1{1 1i1 1 1 212 2 2 212 3 3 3.2 3 3 3`4 3;3 3 3 3i4 2 3 3'.3 3 3 2'2 3;3 3!3 2;2 3.3 3 3 312 313 1
JR I &W17 1 G I NO CHANGES THIS SHEET. I 1070
TECHNOLOGY DRIVE N.
VENICE, FL 34275 941)
480-1600 CERT.
OF AUTH. #29296 ALUM. SINGLE HUNG SH6W
I NTS I 11 • 14 ANCHORAGE
NOTES: 1.
ANCHOR TYPES: 1 - 1/4" ELCO ULTRACONS QR #12 SCREWS
INTO METAL 2 -
1/4" ELCO SS4 CRETE-FLEX 3 - #
12 SCREWS 2.
ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
DIMENSIONS: HEAD-
181/2" MAX. FROM TOP CORNERS JAMBS -
17 1/2" MAX. FROM TOP CORNERS 15"
MAX. FROM BOTTOM CORNERS 6"
MAX. BELOW MTG. RAIL SILL -
ANCHORS NOT REQUIRED 3.
INSTALL PER THE ADJACENT TABLE ANCHOR QUANTITIES
USING THE DIMENSIONAL CRITERIA OF NOTE
2. 4.
DESIGN PRESSURE LIMITATIONS: SIZE
BLOCKS OF THE ADJACENT TABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF
ANCHORS SHOWN IN BOLD, DUE TO ANCHOR SPACING
LIMITATIONS. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE RESPECTIVE SIZE AND GLASS
TYPE IS AVAILABLE. 5.
SEE NOTE 4, SHEET 14 FOR METAL SUBSTRATE REQUIREMENTS.
TABLE
KEY: DP
LIMITED) MAX.
PSF 117 HEAD
3 JAMB
ABOVE 3 1, 3 MTG.
RAIL JAMB
BELOW MTG.
RAIL rRODt
CTREVISED FULL
DP)°r°- sc'!
nPlYie-g muxr•Ix;ad Q .
07 t_"
D9p"
x're_' DJAMB HEAD2ABOVE
3'2 n .lvfi'
luct MTG.
RAIL I
I I I i JANB
BELOW RAIL
Y
LYN SON Mi MTG. 1( ENSE •. `(F % SEETABLE2FORFULL
DP No. 58705 ' SrrTE.
14DARD
VIEW 70NALt1ENG
A.
LYNU UktR, P.E. W, NON-
IMPAJG 4032-20FLP.E.# 58705
ANCHOR QUANTITIES ABOVE MEEI
SUBSTRATE: 17.125
ANCHOR TYPE: TOOrOcr)O
WINDOW GLASSN O NWIDTHTYPE '>
PSF 119 119
B, D, F, _ _1 _ _.1. _ 1._..._ 1
H,J 1 1 1 2
19.125
G ... .,.. ..._.... ,....2-_
A,C,E.I __........-_..._. --1--
II
24000
A,C,E,I
32.000
A GE,I
II
37.000
rG.E.1C
40.000
A,C,E,I
44.000
G 2 2 2
A,C,E,I
PSF 78 102
2 2
H,J 1 1 1
48.D00 G 1-
A,C,E,I 2 2
53.125 rG 3 2__
1. 1
ACE,1 ? ?
JR- OSMI7 1 G I NO CHANGES THIS SHEET.
n..D9r, oar: cr,w.ua1. ar:
FK 7/Mb5 J.J. 8121/05
HEAD & JAMBS), CUSTOM FLANGED WINDOW HEIGHT MINUS SASH HEIGHT TABLE 7. ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 - 1/4" ELCO ULTRACONS OR #12
SCREWS INTO METAL
2 - 1/4" ELCO SS4 CRETE-FLEX
3- #12 SCREWS
WINDOW HEIGHT MINUS SASH HEIGHT FROM TABLE 6.
28.211 33.754 39.296 44.839 50.382 55.925
UZZgO
O
U
O
UZZO
O
11 NU
O
UZ NU U 02NU
O
U1Z0ZHZ+ON O
ON U
OOOUUOONTHEFOLLOWIINGUU2. ANCHOR LOCATIONS ARE BASED
DIMENSIONS FOR ABOVE THE MEETING RAIL:
HEAD - 18 1/2" MAX. FROM CORNERS111__ 1 1._„
2 2 3
1.-
3
1_..
2 3
1
3 3 4 4 3 4 4 3 5 5 4 5 JAMBS - 17 1/2" MAX. FROM TOP CORNERS
11 1 /2" MAX. ABOVE THE MEETING RAIL11
3 12233233344131445 4 4 5
3. INSTALL PER THE ADJACENT TABLE ANCHOR11111111 , 1 __.
3
1 ._ 1___
3 3 3 3 3
1
3
1
4 3 4 3 3 1 3 QUANTITIES FOR ABOVE THE MEETING RAIL USING
THE DIMENSIONAL CRITERIA OF NOTE 2. USE THE
SASH HEIGHT TABLE ON THE NEXT PAGE TO1_._ 1__. 1 1._.
3
1...___..._1_.__
2 3 4 3 4 4 3 4
1.._._,11.....1__.
5 3 5 5 4 6 6 4 6 COMPLETE THE ANCHORAGE REQUIREMENTS FOR
CUSTOM VIEW WINDOWS.
3 2 3 4 3 _ 4 4 3 4 5 3 5 5 4 6 4 4 5
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW1111111__ 1 1_ 1 . 1 -_ 1-_ 1__ 1. 1__. 1._. 1 __
3 2 3 4 3' 4 4
1..-
3 4 3 3 4 3 3 4 3 3 3 WINDOWS ARE 12 518" MIN. TO 38" MAX.
5. DESIGN PRESSURE LIMITED:
119 110 119
2._ 6__ 1 _ 2 2 1 2 2 1 2
3
1...._2
3 3 4 3 4 5 4 5 6 4 6 6 5 7 6 5 6 SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM222_,. 3- 2 2 2 _. 2 2 4 2 2 4 1
3 3 3 4 3 4..• 5 4 5 6 4 6 5 4 6 5 4 5... DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD, DUE TO ANCHOR SPACING21 _ 2 2 1 2. 2 1_ 1 1 1 1 1 1 1-- 11 1
3 3 3 3 3 3 4 3 4 4 3 4 4 3 4 3 3 3
LIMITATIONS. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE RESPECTIVE SIZE AND GLASS519
2 2 3 3 2- 3 2 2 2.._ 2.-- 2 -.
3 3 4
2__
4 4 5 4 5 6 5
2 _
6 6 5 7 6
1..__
5 72
TYPE IS AVAILABLE.
6. SEE NOTE 4, SHEET 14 FOR METAL SUBSTRATET322- 2 3 2 2 2 2 2
3 3 4 4 4
3 „
5 4 5 6 5 6 6 4 8 5 4 5 REQUIREMENTS.
5._I_6. 1- 5_.I._6 I 6 _L .4 I__6_I 5.._L..4 1•.._6.-..I
A A TABLE KEY:
Y. - - - - - - (LA- LWII I tU)
3 3 4 4 -4- 5_.._,5- 5 6 5 g -7 5.._ ..7_..._s...._5._... 7.....
2 _ 3 ....,3.... 2 3..... 3-._-2_ -3---3 -,2_,...._3 .3__..._2 2.__..?- - z- -?-- MAX. PSF 112
3.... 3 4 4 4 5 4 5 6 4 6 6 5 7 5 4 6
HEAD 2
2 2 _ .._?.... .2._ Z.._ 2 2 -2- _2 ...? ._?. 2 ... _2 2 2 2 2 - HwoDucl zsws a
3- 3 4 4 4 4' 3 4 3 3 4 4 3 5 4 3.__ 4..... JAMB ABOVE 2 : fAymg wiih the Fkciaa
107 73 1 85 111078 87 78 90 1 1 80 1 1021rang Co k 50. o' MTG. RAIL A ntancaNu
2 _ 4 2 3.. 3. _.?. 3 ..,_3 ? _3 3..__2 3 3 2 .3.,. anciDace Il321
3 3 4 4. 4 5 5 5 6 6 6 7 5 7 7 5 7
2____3 3 2 _ 3_ 3 2_ 3 3 _ _ 2 3_ 3 --.2 3._.. 2 . _2(FULL DP Y
3 3 4 4 4 5 -5 5 -fi 5 8 6 5 6 5 4 8 t-t ni a swodnccComibl
2 -_2. 2 _ 2 ... _2_ ..?_ ?...._2. _? -. _2 _ ._2 . _ 2_ ..2 2 . HEAD 2
3 3 4 3 4 4 3 4 4 3 4 4 3 4 4 3 4 JAMB ABOVE 4 `
74 1`\\
l'ONV LYNV'
MTG. RAIL 1GENSF' 2 3 4 2 ._.33 2 3. 3 2- -._6
3.., _.
2 _ 3.. _ 3 ? , 3..,... \ 3-
3 4 .. _4 4 5 5 5 6 6 6 7 6 7 7 5 8 SEE TABLE 3 FOR Q, 2 .....
3 ..._?.. ... 3 .2 .....3 3 ........ 2 _3 _ . 3 . 2_... 3_. FULL DP = * :• No. 58705 3
3 4 4 4 5 4 5 6 5 6 6 5 7 6 6 6 _ *- 2 _
2 2... 2 2 2 2 2... 2 2.. _2 2.....2 ._. 2 2..... _2. _ [ - 3
3 4 3 4 4 ...3 4 4 3 4 4 3 4 4 3 4 Z! 1070
TECHNOLOGY DRIVE °` 0,'•
Sri F! T••'•(V
N.
VENICE, FL 34275 ANCHORAGE, CUSTOM VIEW ABOVE MTG. RAIL ; Fss .O oRlo GNl' 941)480-16M rr / "' CERT.
OF AUTH. #29296 ALUM. SINGLE HUNG WINDOW, NON -IMPACT 17 NAL wrmwnr®
xon ei•""
Ao°' "' °""c °""Y°'"` R.Y: A. LYNN IAHLkt`1 , P.E. oGT
iHDusTRas, wc. ® SH800 NT$ 12 s 14 4032-20 G FL P.E.# 58705 ALL
RIGHTS RESEItVfD
ANCHOR QUANTITIES BELOW MEETING RAIL (JAMBS), CUSTOM FLANGED WINDOWS BASED ON SASH HEIGHT TABLES.
SASH HEIGHT
SUBSTRATE: 12,776 15.776 18.776 21.776 24.776 27.776 30.776 31.106
ANCHOR TYP
0m0N3
0
N
V 0ZQV 0MQNYs 0. ZNO 0ZO 0MQVLS N
yL
8 0mpNg5 0ZN0 0ZO 0QNg5 0zNO§ 0Z 0pNg
i
0zN0 0Zp 0g525 0zNO 0ZO 0QY5 0zN— 0Z0WINDOW
WIDTH
MAX
PSF
2 1 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3120
110 2 1 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 3 3 2 3
95 2 1 1 2 1
2
2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2
19.125
80 1 1 1 2 1 2 2 1 2 2 2 2 2 22_ 2 2 2 2 2 2 2 2 2
5 1 1 1 1 1 1 2 1 2 2 212 2 2 2 2 2 2 2 2 2 2 2 2
50 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
120 2 2 2 NA 2 2 3 2 2 3 2 3 3 2 3 4 2 3 4 3 4 4 3 4
110 2 1 2 2 2 2 3_ 2 2 3 2 2 3 2 3_ 4 2_ 3_ 4__ 2 3 4 2 3
95 2 1 2 2 2 2 2 2 2 2_ 2 3 2 2 3 2 3 3 2 3 3 2 3
24.000
80 2 1 1 2
2
1 2 2 2 2 2 2 2 2 2 2 2 2 2 3 2 2 3 2 2
65 1 1 1 2 1 2 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
50 1 1 11 111 2 1 1 2 2 2 2 2 2 2 2 2 2 2.2 2 2 2
120 NA 2 2 NA 2 NA 3 3 3 3 3 3 4 3 4 5 3 4 5 3 4_ 5 3 4_
110 2 2 2 NA 2 NA 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4 4 3 4
95 2 2 2 NA 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 3 4 4 3 4
32.000
80 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 4 2 3 4 2 3
65 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 2 3 2 2_
50 1- 1 1 2 1 1 2 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2
120 NA 2 NA NA 2 NA NA 3 3 4 3 4 5 3 4 5 3 5 5 4 5 5 4 5
110 NA 2 2 NA 2 NA 3 3 3 4 3 3 4 3 4 5 3 4 5 3 5 5 3 5
95 2 2 2 NA 2 NA 3 2 3 3 3 3 4 3 3 4 3 4 5_ 3__ 4 5 3 4
37.000
80 2 1 2 NA 2 2 3 2 3 3 2 3 3 3 3 3 3 3 4 3 3 4 3 4
65 2 1 2 2 1 2 2 2 2 3 2 3 3 2 3 3 2 3 3 2 3 3 2 3
50 1 1 1 2 1 2 2 1 2 2 2 2 3 2 2 3 2 2 3 2 2 3 2 3
120 NA 2 NA NA 2 NA NA 3 NA 4 3 4 5 3 4 5 3 5 6 4 5 6 4 5
110 NA 2 NA NA 2 NA NA 3 3 4 3 4 5 3 4 5 3 5 5 3 5 5 4 5
95 NA 2 2 NA 2 NA 3 2 3 4 3 3 4 3 3 4 3 4 5 3 4 5 3 5
40.000
80 2 2 2 NA 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 4 4 3 4
65 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 33 3 33 3 3
50 2 1 1 2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3
NA 2 NA NA NA NA NA 3 NA NA 3 4 5 3 5 6 4 5 6 4 6 6 4 6120
110 NA 2 NA NA 2 NA NA 3 NA 4 3 4 5 3 4 8 3 5 6 4 5 6 4 5
95 2 2 NA 2 NA NA 3 3 4 3 4 4 3 4 5 3 4 5 3 5 5 3 5
44.000
80 2 2 NA 2 NA 3 2 3 3_ 3 3 4 3 3 4 3 4 5_ 3 4 5 3_ 4
65 1 2 22 2 3 2 3 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3
50 rNNA 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 2 3 3 2 3
120 2 NA NA NA NA NA 3_ NA NA 4 4 NA 4 5 6 4 6 7 4 6 7 5 6
110 2 NA NA NA NA NA 3 NA NA 3 4 5 4- 5 6 4 5 6 4 6 6 4 6
95 2 NA NA 2 NA NA 3 NA 4 3 4 4 3 4 5 3 _ 5 6 3 _ 5 6 4 5
48.000
80 2 2 2 NA 2 NA NA 2 3 4 3 3 4 3 4 4 3 4 5 3 4 5 3 4
65 2 1 2 NA 2 2 3 2 3 3 2 3 3 3 3 4 3 3 4 3 3 4 3 3
50 2 1 2 2 1 2 2 2 2 3 2 2 3 2 3 3 2 3 3 3 3 3 3 3
120 NA 2 NA NA NA NA NA NA NA NA 4 NA NA 4 5 NA 4 6 7 5 7 7 5 7
110 NA 2 NA NA NA NA NA 4 NA NA 4 5 NA 4 6 7 4 6 7 4 6
95NA2_.NANA_ 2 3 NA NA 3 4 5 4 4 6 4___5 6 4 6 6 4_ 6
53.125
80
65
NA2
2 2
2NA
2 NA
NA
2,
2 INANA3NA
3
3
2
3
3
4
4
3
2
4_
3
4___ 3
3
4
3_
5
4
3_
3
4__
4
5
4
3
3
5
4
5
4
3
3
5
4
50 2 1 2 2 2 3 2 2 3 2 3
4__
3 2 3 3 2 3 3 3 3 4 3 3
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1 - 1/4" ELCO IILTRACONS,OR #12
SCREWS INTO METAL
2 - 1/4" ELCO SS4 CRETE-FLEX
3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS FOR BELOW THE
MEETING RAIL.
JAMBS - 6" MAX. BELOW MTG. RAIL
15" MAX. FROM BOTTOM CORNERS
SILL - ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES FOR BELOW THE MEETING RAIL
USING THE DIMENSIONAL CRITERIA OF NOTE 2.
USE WITH THE TABLE ON THE PRECEDING PAGE
TO COMPLETE THE ANCHORAGE REQUIREMENTS
FOR CUSTOM VIEW WINDOWS.
4. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
WINDOWS ARE 12 5/8" MIN. TO 38" MAX.
5. SASH SIZE BLOCKS OF THE ADJACENT TABLE
WITH A BOLD ITALICIZED "NA" IN THEM, MEANS
RESPECTIVE ANCHOR AND SUBSTRATE
COMBINATION IS NOT AVAILABLE FOR THE
RESPECTIVE MAX. PSF.
6. SEE NOTE 4, SHEET 14 FOR METAL SUBSTRATE
REQUIREMENTS.
TABLE KEY:
JAMB BELOW
MTG. RAIL
Eil
107N. VENICELR 342275 N HORAGE, CUSTOM VIEW BELOW MTG. RAI
941)480-1600
CERT. OF AUTH. #29296 ALUM. SINGLE HUNG WINDOW, NON -IMPACT
CHANGES THIS SHEET.
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PGTMWSTRIES MC. ® SHB00 NTS 13 ' 14 4032-20 G
21A75 ALL RIGHTS RLS[RVED
P ODUCT REVISED
s—Inlying with tix Fitridn
au CcirnB CodekptLcoNo I -00D.o
No.58705 '
0'.ATE FZ.t,',
TONAL ENG
A. LYNNMILU4W. P.E.
EXTERIOR INTERIOR
NOTES:
1.MIN. EDGE 1, FOR CONCRETE APPLICATIONS IN MIAMI-DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
WOOD ANCHOR
ULTRACO N ANCHOR) ALL HEAD AND SILL DETAILS) SEE NOTE 2 & 3)
APPROVED 1!4" ELCO ULTRACONS OR 1/4" SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
2.1/2" MIN. EDGE CONCRETE ANCHOR
SEE NOTE 1 3) 2x WOOD BUCK
ANCHOR TO CONCRETE EDGE IS 1 3/4" FOR ULTRACONS INTO CONC., 2-1/2" E.D. FOR
ULTRACONS AND CRETEFLEX INTO CMU AND CRETEFLEX INTO CONIC.
CRETEFLEX ANCHOR) SEE NOTE 3) 1" MIN. EDGE 2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (G5),
1/4" SS4 CRETE-FLEX FOR DETAILS B & D OR 0.131"0 x 2-1/2" COMMON NAILS (F1667 NL CM
3.35 KSI MIN.
CONCRETE S-07 Z (8d)) 8d PENNY SS ZINC COATED COMMON NAILS, TYPE I, STYLE 10-FIN MOUNTED
1 3/4" MIN. ONLY (SEE DETAILS E, F AND G THIS SHEET)
3. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
OPTIONAL 1x J''
1 3/8" TOTAL THICKNESS IS LESS THAN 1 1/2". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
WOOD BUCK
MIN. INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2x ARE
SEE NOTE 3) 1 1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
14" OLLRI TY HAVING JURISDICTION.
MAX.
1/4"
ENG4.
ORINEERED ATTACHENO TO A UM NUM, THE A UMINUM SH BE A MINIMUM STRENGTH OF SHIM
SHIM 6063-T5 AND A MINIMUM OF 1/8" THICK. FOR ATTACHMENT TO STEEL OR STEEL STUDS, INIMUM
OF 045" 1-
1/4" MIN. EDGE (CMU)- 1-
3/4" MIN. EDGE (CONC.)- 1/
4" MAX. SHIM - I
I/
n DETAIL
A DETAIL B THEM ERIALSHALL BE A MINIMUM STRENGTH OF 33 KSI AND A M THICK. THE
METAL STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL TYPICAL FLANGED
HEAD ANCHORAGE SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x 1-3l4"
MIN. EDGE (ULTRACON INTO CONIC.) WOOD BUCKS.
THE ANCHOR SHALL BE A #12 SHEET METAL SCREW WITH FULL F2A/2"
MIN. EDGE (ULT./CRETEFLEX INTO CMU & CRETEFLEX INTO CONC.) ENGAGEMENT INTO
THE METAL. IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND
ANCHORAGE SPACING FOR ULTRACONS MAYBE USED. 1 3/
6" MIN. 1/
4"
MAX. SHIM-( CONCRETE ANCHOR,
I O FH BELOW
MEETING RAIL. (SEE
NOTE 2) 3.35
KSI MIN. CONCRETE OR 1.
5 KSI MIN. CMU I/ IIIII1111
5.
ANCHORS
ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS. 6. FLAT
HEAD ANCHORS, WHERE REQUIRED, MUST HAVE #12 TRIMFIT HEADS. 7. MATERIALS,
INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO r CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 1" MINt.
EDGE FLORIDA BUILDING CODE. L1x BUCK
OPTIONAL WITH SOLID CONCRETE OR CMU SUBSTRATE (
SEE NOTE 3) DETAIL C
DETAIL D TYPICAL FLANGED
JAMB ANCHORAGE 4" 5/
8" MIN. EDGE 2-1/
2" EMBEDMENT Mom' SHIM 11MEJOHIMIR1111
ODFRAME
4:::: L2-
112"131"
DIA.
MIN. x 2
1/2" NAIL, AT CORNERS
AND 5"
O.C. 114" MAX.
SHIM
DETAIL
F, (
HEAD) REVISED TO
MATCH NEW 2017 FBCANCHORAGE. WOOD ANCHOR,
FH BELOW
MEETING RAIL. (SEE
NOTE 2) INTERIOR ALL
JAMB
DETAILS) EXTERIOR FRAME
131"
DIA.
MIN. x 2
1/2" NAIL, AT CORNERS
AND 5"
O.C. IIN. EDGE
131" DIA.
MIN. x 2
112" NAIL, AT CORNERS
AND 5"
O.C. DETAIL E, (
JAMB) TYPICAL INTEGRAL
FIN ANCHORAGE 1070 TECHNOLOGY
DRIVE N. VENICE.
FL 342T5 Ml) 480-
16M CERT. OF
AUTH. #29290 ro PHousrwes
i c R1/ MAX.
1
SHIM
5/
8"
MIN. EDGE M2.1/
2" WOOD FRAME
EMBEDMENT DETAIL
G, (
SILL) ANCHORAGE DETAILS
ALUM. SINGLE
HUNG WINDOW. NON -IMPACT ShbW I
NTS I 14 d 14 4032-20 YROD'UCT
REVISED 5 oomplyiRgwitht:
ot Florida Building Code
se pta-,
M 17—OG30, N No.
58705
S E
OF I(v C •'•:cI
OR P.. 5•'• S
GTONAL E
11N A. LYNII
IIIAIL R, P.E. FL P.
E.# 58705