HomeMy WebLinkAbout329 Bella Rosa Cir; 18-3591; DOOR REPLACEMENT16 k /S-53
Building & Fire Prevention Division
PERMIT APPLICATION
Application No:
Documented Construction Value: $ % J 1
Job Address: 329 Bella Rosa Cir Historic District: Yes No
Parcel ID: 29-19-31-502-0000-0370 Residential Commercial
Type of Work: New Addition[] Alteration Repair Demo[] Change of Use Move
Description of Work: Replace 3 doors size for size
Plan Review Contact Person: Tim O'Malley
Phone:727-637-8400 Fax:
Title:
Email: tim.omalley@expeditepermit.com
Property Owner Information
Name Luis Rosario Phone: 407-968-0646
Street: 329 Bella Rosa Cir Resident of property?
City, State zip: Sanford, FL 32771
Contractor Information
Name The Home Depot Phone: 727-637-8400
Street: 9208 Florida Palm Drive Fax:
City, State Zip: Tampa, FL 33619 State License No.: CGC061641
Architect/Engineer Information
Name: Phone:
Street: Fax:
City, St, Zip: E-mail:
Bonding Company:
Address:
Mortgage Lender:
Address:
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF
COMMENCEMENT.
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools,
furnaces, boilers, heaters, tanks, and air conditioners, etc.
FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6' Edition (2017) Florida Building Code
Revised: January 1, 2018 Permit Application
1 10011 g
d k / Fcr-20'
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 fi•om 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
Print Owner/Agent's Name
Signature of Notary -State of Florida Date
Owner/Agent is Personally Known to Me or
Produced ID Type of ID
Signature of Contra or/A Date
4 1,f-W tl rp E'!V&(5
t Contractor/Agent'
s
Signature of Notary -State-
CHRISTINE R. ONALLEY
MY COMMISSION # GG 163512
o EXPIRES: January 29, 2022A: ,r
of F ;°v ; Bonded Thru Notary _ Public ndetwriters
Contractor/Agent is Personally Known to Me or
Produced ID Type of ID
BELOW IS FOR OFFICE USE ONLY
Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof
Construction Type: Occupancy Use:
Total Sq Ft of Bldg: Min. Occupancy Load:
New Construction: Electric - # of Amps
Fire Sprinkler Permit: Yes No
APPROVALS: ZONING:
ENGINEERING:
COMMENTS:
of Heads
UTILITIES:
FIRE:
Flood Zone:
of Stories:
Plumbing - # of Fixtu
Fire Alarm Permit: Yes No
WASTE WATER:
BUILDING: Sri ci - I I - t 1
Revised: January 1, 2018 Permit Application
REQUIRED INSPECTIONECTICON SEQUENCE
Address:
rna ection IlDescrn anon.
Footer / Setback
Stemwall
Foundation / Form Board. Survey
Slab [Mono Slab Pre our
Lintel / Tie Beam / FilI / Down Cell
Sheathing ' Walls'
Sheathing Roof
Roof Dry In
Frame
Insulation Rough In
Firewall Screw Pattern
Drywall / Sheetrock
Lath Ins ection
Final Solar
I'Final Roof ,
Final Stucco / ,Siding
Insulation Final
Final Utility Building'
Final Door
Final WindQw-
Final Screen.Room
Final. Pool Screen Enclosure
Mobile Home Building Final
Pre -Demo '
Final Demo
Final' Single iFamil'yr Residence
Final. Building Other
ec n®IlIl1<De crIl]D Il®n
Electric. Underground
ter / SlabSteel Bond g
ctricRough G.
Power
Final Electric
Final 1R /
RIiffiIIFiT. ff;*.1eOmellFcnmm"w.adrs?t'iidarw.!Cfw'.^.:?'y„. ,._+.. v'.'-f..,Y(.cr,iu.R.•c _r,,a+:>t: r re.zc:.:nRi.s.-.a....a min
r:
SLR ')d:`^`!Y .v:. .:h Ltrn7w'y..L.•XM„i".[yl•L.11_Y iiM}.' Kai ry.',fiX 1,"'YS ,1 iY YT i]. 1. I-
mection IIDeacrn hn®n Plumbing
Underground Plumbing
Sewer Plumbing
Tull Set Plumbing
Final Max
I hs ectnon 1[Descrnptnon Mechanical
Rough "m
Mechanical.
Final F
Gas
Unde Gas
Roug Gas
Final R
EVIS]EllD: June 2914
Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FLInst #2018096908 Book:9197 Page:273; (1 PAGES) RCD: 8/22/2018 10:49:16 AM
REC FEE $10.00
This IiistnuneiiC 0v'-'V'1f
y
TI q;Hbm6 Depot -
Dr. P
Tampa;.FL 33619. 19
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COUTIV-9f- Jr-MLAJ1t_'
1V0!]ITCE OF COHMFNCE1V1.ENT
Tax Folio No.
T.IEUNDERSIGtE' D:hOi.cby:givds noticCth4vimprovements wi'[WadeP'Aw.cartai6 eal propp..Y.:40d. ih aqq0to Anc6,vitK Statutes ;,
the -foiowigjrtio patronisproved'!n this..N.'bticeofCommencement: t C) Q
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ne.
aAd.'add.koss: L. -11> JCDSoX'0 W-10'. (60>0., CLC' J0.6ct! r. L [-I lsj/ 7/ of fee q),.
Name .Apd
address: NVI 6, or * bY
Phone number:
a) N o.
and address- b):Amount: of
bond Phono'niimb0r. The .
Home. Depot;
g2og.Fiorilla Palm; Drive Tampa, FL: - 33619 813;.6 2645,
48 6.-Le(id.
et a Name and;
address: ------- N/A b)Phone -jwrfil .
e , r: 7. PatWngof
Florida design pgpd by Ownerupon whom notices or: other documents may be:, Section 113.13(1)(
j)7.;Florida Phohem'umbdr.. 8.
1n!44qitign.
tolimse:[4 Owner d:e5jop. es' efioljqw;gp rsons)to-recolvc;.wcopy-of the as% rovided.in Section: 1361 3j Florida Statutes: a) Naive
and-.add*
g: N/A 0ftviration date tof.pqtice:
ofcommencement (ibeexpiration date -is I "fio e date s nt date is specifi p year rn the e 4*c rding' unless a. ere Verifievidaptitsuant to&ction-92_525. ncidda
S aiut Und6 . r a &haltics:pf pe.
juy,:I dUdarCAllat lhaVe'read die fbvcgoing aud-that the facts stated in hrue i-p% to Ellie -tit* 91 tny,kti'gkand bSW.' ROBERT LLOYD gevi'd_2/15/
17 NOTARY
PUBLIC STATE OF FLORIDA Comm# FF954094 1.
7 Expires 1/
26/2020
4
Home Improvement Agreement: Page 1
Home Depot License Number(s): Visit www.homedepot.com/c/SV_HS_Contractor_License_Numbers for latest license info
FL: EC0001440, CGC1.514813, CRC046858, CAC1813767, CFC1426021, CFC1427642, 22640, CAC 1818831,
CCC1331113, CCC1331130
Salesperson Name: lRobert Lloyd Registration No. (if applicable):
Home Depot U.S.A., Inc. ("Home Depot") or service provider named below ("Service Provider") will
furnish, install or service the equipment listed below at the price, terms and conditions as outlined on
this form.
ROSARIO ,LUIS I Tampa 1-6DW7PYF Customer
Last Name Customer First Name Store # / Branch Name Lead/Customer Order # 32m9
Bella Rosa Circle (Sanford (FL 32771 Customer
Address City State Zip 407)
968-0646 1-- Irosariopr@gmail.com Home
Phone# Work Phone# Cell Phone# Customer Email Address NOTICE
OF RIGHT TO CANCEL: YOU MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION
BY DELIVERING WRITTEN NOTICE TO HOME DEPOT AT HOME DEPOT USA INC., 2455
PACES FERRY ROAD, BLDG. B-3, ATLANTA, GEORGIA 30339 or EMAIL The
Home Depot ! @ customercancellationsouth@homedepot.corn BY
MIDNIGHT ON THE THIRD BUSINESS DAYAFTERSIGNING, UNLESS THE STATE SUPPLEMENT PROVIDES
A DIFFERENT CANCELLATION PERIOD. THE STATE SUPPLEMENT CONTAINS A
FORM TO USE IF ONE IS SPECIFICALLY PRESCRIBED BY LAW IN YOUR STATE. YOUR PAYMENTS
WILL BE RETURNED WITHIN TEN (10) BUSINESS DAYS AFTER HOME DEPOT'S
RECEIPT OF YOUR NOTICE. YOU MUST MAKE AVAILABLE FOR PICKUP BY HOME DEPOT OR
SERVICE PROVIDER, AT YOUR SERVICE ADDRESS, AND IN SUBSTANTIALLY THE SAME CONDITION
AS WHEN DELIVERED, ANY MERCHANDISE OR MATERIALS DELIVERED TO YOU.
OR YOU MAY CONTACT HOME DEPOT FOR INSTRUCTIONS REGARDING RETURN SHIPMENT AT
HOME DEPOT'S EXPENSE. THE LAW
REQUIRES THAT HOME DEPOT GIVE YOU A NOTICE EXPLAINING YOUR RIGHT TO CANCEL. PLEASE
SIGN BELOW TO ACKNOWLEDGE.THAT YOU HAVE BEEN GIVEN ORAL AND WRITTEN NOTICE
OF YOUR RIGHT NCEL. Acknowledged by:
Cust&i<
Ms Signature Date Contract Price
and Payment Schedule : Payment of the Contract Price is due upon signing unless a different payment
schedule is required by law, specified below or in a payment addendum. Contract Price:
7137.00 _ Includes all applicable taxes. Excludes finance charges.* Sales Tax:
10.00 (If applicable) Dep. % Deposit
Amount 1784.25 Remaining Contract Balance 15352.75 25.0TheHome
Depot - 2455 Paces Ferry Road, N.W. Bldg. B-3, Atlanta, Georgia 30339 - Customer Care: 1-800-466-3337 Customer Agreement (
C,Ej) (31 Jan. 18) v 50.1.2
Building & Fire Prevention Division
DOORS I WINDOWS PERMIT GUIDELINES
All permit application packages must be complete prior to acceptance. You must check each box to the
left or indicate n/a on this submittal. A complete application package shall include the following:
All permit applications must be complete prior to acceptance. A complete application shall include the
following:
Building Permit Application completed, signed and notarized. Application must include correct address
and complete parcel I.D. number.
Copy of a contract, signed by the contractor and the property owner, indicating the documented
construction value
Copy of applicable contractor's license issued by the State of Florida (if the contractor is the
applicant).
A site specific notarized power of attorney shall be required from the licensed contractor if
he/she appoints an employee of his/her company to sign the permit application as the contractor.
Certificate of insurance indicating worker's compensation insurance coverage and naming the City of
Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of
Florida (must be submitted with each application if contractor is the applicant).
Owner Builder Statement / Affidavit (if the owner is the applicant).
Must be signed in person at the Building Department)
Two (2) copies of an exterior wall floor plan indicating size, type and location of windows/doors.
Completed and signed Statewide Product Approval Specification Form.
Two (2) copies of the manufacturer's installation instructions.
These guidelines were compiled to assist the applicant in preparing a windows / doors permit application and
may not be complete. The applicant is required to meet all City of Sanford, state, and federal code requirements.
Effective: August 1, 2017
16pk_T J
Date: 1i
Job Address: 329 Bella Rosa Circle
To Whom It May Concern:
This letter will authorize the following person(s) toI°'act as agent(s) on
behalf of Arthur Wayne Francis, CGC061641 of Home Depot U.S.A., Inc. 2455
Paces Ferry Rd. Atlanta, GA 30339 to submit for and obtain pen -nits with
respect to the installation/inspections maintenance and repair of windows,
doors, storm protection, siding, roofing, gutters, and attic insulation.
Authorized person(s): Tim O'Malley Aaron Hallich
Brian Kirby David Weed
Erick Dedios Christine O'Malley
Contractor of yecjIFIL Arthur Wayne Francis
Home Depot .S.A., Inc.
STATE OF FLORIDA
COUNTY OF
The foregoing instrument was acknowledged before me this 01 day of
yr, 20LK, by Arthur Wayne Francis
Seal)
Notary Public -State of Florida
My Commission Expires:
20,.•• ._: CHRISTINER.O'MALLEY
Is Personally Known X Or Produced Identification *: MY COMMISSION # GG 163512
EXPIRES: January 29, 2022
OF F•` Bonded Thru Notary Public UnderwritersTypeofIdentificationProduced
Product Approval Speci ' ation Form
USANPOnD
ILD/#
1 8- 3 5 9 1
Permit #
Project Location Address 0A \\",*``s -
As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the
information and product approval number(s) on the building components listed below if they are to be
utilized on the construction project for which you are applying for a building permit. We recommend that
you contact your local product supplier should you not know the product approval number for any of the
applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in
accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product
Approval can be obtained at www.floridabuilding.org.
The following information must be available on the jobsite for inspections:
1. This entire product approval form
2. A copy of the manufacturer's installation details and requirements for each product.
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
1. Exterior Doors
Swinging p - 37"-
Slidin O -7 1 t-7 of, l
Sectional
Roll U
Automatic REVIEWED FOR CODE COMPLIANCE
Other SE
2. Windows PLANS EXAMINER
Single Hun t L
Horizontal Slider
Casement
Double Hun
Fixed
Awning
Pass Through LICENSE TO PROCEED WITH THE WORK AND NOT S
Projected AUTHC RITY TO VIOLATE, CANCEL, ALTER OR SE
Mullions CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT
Wind Breaker THE BUILDING OFFICIAL FROM THEREAFTER
Dual Action CONSTRUCTION OR VIOLATIONS OF THIS COD
Other
June 2014
l0 - ) ks' 3S
Category / Subcategory Manufacturer Product
Description
Florida Approval #
include decimal
5. Shutters
Accordion
Bahama
Colonial
Roll up
Equipment
Other
6. Skylights
Skylights
Other
7. Structural
Components
Wood Connectors /
Anchors
Truss Plates
Engineered Lumber
Railing
Coolers/Freezers
Concrete Admixtures
Precast Lintels
Insulation Forms
Plastics
Deck / Roof
Wall
Prefab Sheds
Other
8. New Exterior
Envelope Products
Applicant's Signature
Applicant's Nameyv'US yv Please
Print) June
2014
PGT-ORDER FORM -, - SPEC SHEET # Sheet 7 of 1
DEALER NAME THD AT HOME SERVICES BOX/CRATE ORDER EMAIL SENT
TIME 12:55:00 SALES CONSULTANT Robert Lloyd YES NO YES NO
DATE 08/10/2018 ORDERED BY PGT USE
CSR & EXT TOM V. x21326 ALICE W. x21343 ORDERED BY PHONE # S.O.#
DEALER # 12228 CITY, STATE SHIP DATE
CUSTOMER LUIS ROSARIO SHIP TO # SHIP VIA
JOB # 1-6DW7PrF MDI? YES NO LEAD TIME AUTH
PQ # IF'NO' INDICATE STANDARDS DESIRED CHECKER'S INITIALS
WINGUARD (IMPACT) ENERGYVUE (NON -IMPACT) REQUIRED FOR MIAMI DADE: SOLD ON PROMO YES NO
REMODEL + NEW CONSTRUCTION WOOD OPENING 12 WOOD SCREW
1/4" SS TAPCON 114" SS4 CRETEFLEX CONCRETE OPENING
f,
Fe
H Glass
Y< o
a - : Options LABOR
FLANGE z STD - X-Operating TYPE TOP -or- Hardware OPTIONS /
PGT SPEC -or-BOX WIDTH HEIGHT a or -REV S-Stationary HANDING FLAT(F)-or- BOTTOM m m Screens MISC ITEMS WIDTH HEIGHT
COUNT ROOM CITY SERIES # CODE FRAME INTERIOR EXTERIOR (in.) (in.) UI a STACK Viewed from the outside (RH-or-LH) SCULPTURED (S) PATTERN or-ALL a Mulls CODE (in.) (in.) UI
IV 400 D-F H H 2.00 6.00 68 2 Iantlard F , GBG LL 2.2 5 tandard,Standa
2PNL tack d WHT
2 jV 400 D-5 C B WH WH 17,00 96.00 13 F, GBG C ALL 1 5 tandard,6landar
WHT
3 LIV 5400 PD-SC a WH H 17,00 96.00 13 ALL 1 5 Standard, Stondar
d: WHT
at'rf5
I have reviewed and agreed with all job specifications and the Special Terms & Conditions on the back of the yellow (Customer) copy
Customer Signature
Florida Building Code Online Page 1 of 2
I > Application Detail
FL # FL331-R13
Application Type Affirmation
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
North Venice, FL 34275
941) 486-0100 Ext 22318
druark@pgtindustries. cum
Authorized Signature Jens Rosowski
j rosowski @pgtindu stries. com
Technical Representative Jens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis, FL 34275
941) 486-0100 Ext 21140
j rosowski@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency Keystone Certifications, Inc.
Validated By Steven M. Urich, PE
Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard Year
AAMA 450 2010
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E-1886 2005
ASTM E-1996 2009
ASTM E-1996 2012
Equivalence of Product Standards
Certified By
l affirm that there are no changes in the new Florida
Building Code which affect my product(s) and my product(s)
are in compliance with the new Florida Building Code.
Documentation from approved Evaluation or Validation Entity ; ?Yes No ''N/A
https:Hfloridabu ildina,.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtsZzB6Yv%2bgn Wd... 12/8/2017
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option A
Date Submitted 11/07/2017
Date Validated 11/07/2017
Date Pending FBC Approval
Date Approved 11/09/2017
Summary of Products
FL # Model, Number or Name Description
331.1 CD-290 Aluminum Hinged Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No 1,33 ; t 13 , CA I :i 29 C4
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 09/21/2018
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design
pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705
Created by Independent Third Party: No
Evaluation Reports
Created by Independent Third Party: No
331.2 FD-5455 Vinyl French Door & Sidelite/Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No r'
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 05/21/2020
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design F'L.33 _(2-t__s__j_FD ^.:i`... (ff
pressure, size and anchorage information. Also known as the Verified By A. Lynn Miller, P.E. 58705
455 Series. Created by Independent Third Party: No
Evaluation Reports
33. .13 Ai-
NoCreatedbyIndependentThirdParty:
331.3 FD-5555 Vinyl French Door & Sidelite/Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No 1 .'..... _r?.. .:(;{;:iln i-.....:.......i.`;
Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date
Impact Resistant: Yes 05/21/2020
Design Pressure: N/A Installation Instructions
Other: Please see the Installation Instructions for design 3+:) P 1.3 .il .(_L;_: ;ii; „;d`
pressure, size and anchorage information. Also known as the Verified By A. Lynn Miller, P.E. 58705
555 Series. Created by Independent Third Party: No
Evaluation Reports
I, lit: (I :I. ,.i.::L: f
Created by Independent Third Party: No
Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-201 3 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850. 487.1395. `Pursuant to
Section 455.275(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
M
ie1 n;3.dt `..r td
Safe
https:Hfloridabu ilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsZzB6Yv%2bgn Wd... 12/8/2017
GENERAL NOTES: SERIES 455,
NON -IMPACT -RESISTANT, VINYL REINFORCED, OUTSW_ING
FRENCH DOOR & SIDELITE/TRANSOM SLTITR
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
FLORIDA BUILDING CODE.
2) SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.
3) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTM C90 CONCRETE
MASONRY UNITS AND CONCRETE WITH MIN. KSI PER ANCHOR TYPE.
4) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1, THIS SHEET. ALL WOOD
BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS
ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X
ARE 1-1/2" THICK OR GREATER. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO
PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS
THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD.
5) IF SILL IS TIGHT TO SUBSTRATE, GROUT IS NOT REQUIRED. IF USED, NON -SHRINK,
NON-METALLIC GROUT, 3400 PSI MIN., (DONE BY OTHERS) (MAX. 1/4" SHIM SPACE FOR GROUT)
MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,
AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 3D# FELT PAPER OR
MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION. COMPLYING WITH THE FBC.
6) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE
ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE THE EMBEDMENT SHOWN ON TABLE 1, THIS
SHEET. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF THE FRAME. EXTERIOR
INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL SEALING/FLASHING STRATEGY FOR
WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE
OF THESE INSTRUCTIONS.
7) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO
THE SUBSTRATE. USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY
OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE DOOR,
SIDELITE OR TRANSOM.
8) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON STRUCTURAL TEST PRESSURE, FRAME ANALYSIS AND
GLASS PER ASTM E1300.
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, STRUCTURAL TEST PRESSURE,
FRAME ANALYSIS AND GLASS PER ASTM E1300.
8) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS
CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT
BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR
THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH OTHER
DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR
CORROSION RESISTANCE.
9) ALL RIGID AND CELLULAR PVC MANUFACTURED BY VISION EXTRUSIONS, LTD. HAS BEEN
TESTED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS.
10) SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDA
BUILDING CODE.
11) REFERENCES: TEST REPORTS FTL-7401, 7416 & 7417.
Product Size DP Certification #
Mullion 96" 70 Pat 190-1010
38-3/4" x 96" O0
Door
76" x 96" (X)Q 70 Psf 190-1008
Sidelite or 40" x Ill"
70 psf 19D-10D4, 1005Transom111" x 40'
DESIGN PRES RERATING1 IMPACT RA71NG
VARIES, NOT RATED FOR MISSILE
SEE SHEETS 4 8 5 IMPACT RESISTANCE
TABLE 1'
Group Anchor Substrate
Min. Edge
Distance
Min.
Embedment
A 3116" Elco Uitracon
Ungrouted CMU, (ASTM C-90) T. 1-114"
Ungrouted CMU, (ASTM C-90) 2-117 1-1/4"
B
10 Steel SMS (135)
10 410 S.S. SMS
10 18-8 S.S. SMS
P.T. Southern Pine (SG=0.55) 1/T' 1-318"
Aluminum, 6063-T5" 5/16" 0.0713" (14 Ga)
Steel, A36" 5/16" 0.056,
Steel Stud, A653 Gr. 33" 5/16" 0.056" (16 Ga)
3116" Elco Ultracon
P.T. Southern Pine (SG=0.55) 1/2" 17/8"
Grouted CMU, (ASTM C-90) 2-117 2-1/4"
Concrete (min. 2.85 ksi) 1" 1-3/8"
1/4" Elco llitracon Ungrouted CMU, (ASTM C-90) 2-1/7 1-1/4"
12 Steel SMS (G5)
12 410 S.S. SMS
12 1" S.S. SMS
P.T. Southern Pine (SG=0.55) 9116, 1-3/8"
Aluminum, 6063-T5' 3/8" 0.0713" (14 Ga)
Steel, A36' 318" 0.056"
Steel Stud, A653 Gr. 33• 3/8" 0.056" (16 Ga)
C
1/4" Elco Ultracon
P.T. Southern Pine (SG=0.55) 1" 1-318"
Grouted CMU, (ASTM C-90) 2-112" 13/4"
Concrete (min. 2.85 ksi) 1" 1-3/8"
114" Elco 410 S.S. CreteFlex
Concrete (min. 3.35 ksi) 1" 1-314"
Ungrouled CMU, (ASTM C-90) 2-1/7' 1-1/4"
1/4" Elco 18-8-S.S. Aggre-Gator
P.T. Southern Pine (SG=0.55) 1" 1-3/8"
Concrete (min. 3.27 ksi) 1-117 1-3/8"
Ungrouted CMU, (ASTM C-90) 4" 1-1/4"
D
114" Elco Ultrecon Concrete (min. 2.85 ksi) 2-1/7' 1-3/8"
1/4" EIco4JOSS . CreteFlex Concrete (min. 3.35 ksi) 2-1/2" 1-3/4"
MIN. OF 3 THREADS BEYOND THE METAL SUBSTRATE.
TABLE 2'
Type
Description
1 1/8" Tempered - 5/8" Airspace - 1/8" Tempered
2 3116" Tempered - 1 /7' Airspace - 3/16" Tempered
GUIDE TO SHEETS:
GENERAL NOTES ........................... 1
ELEVATIONS ........... ...................... - 2
GLAZING DETAILS .......................... 3
DESIGN PRESSURES ..................... 4-5
SIDELITElTRANSOM ANCHORS.... 4-5
INSTALLATION ................................ 6-8
EXTRUSION PROFILES .................. 9
PARTS LIST ..................................... 10
CORNER DETAILS .......................... 10
HARDWARE DETAILS ..................... 11
a
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37-9/16'
MAX.SLAB
WIDTH
i
93-7/8"
MAX. SLAB
HEIGHT
I
TYP. DOOR SLAB
38-3/4"
38.79")
MAX.
96'
MAX.
HEIGHT
ALL DOOR
CONFIGS.)
X
DETAIL
HEET #
40"
76'MAX.-----{+ MAX.
1- MULL (X2)
TYP.
11'
MA
HEIC
OR WI
OjXXjO
ODE STILES AND WIDE
RAILS SHOWN ON SIDELITES)
EXAMPLE CONFIGURATIONS
40"
MAX.38-3/4"
76" MAX. ---__ TYP. MAX.
B — 1.. MULLl
40" MAX. ___ _ 40" MAX.
TYP. II_- TYP.
SINGLE-0
WIDE STILES AND WIDE
RAILS SHOWN ON SIDELITES)-
I
111"
MAX.
HEIGHT
OR WIDTH
l-
96" MAX.
VERTICAL
MULLION
LENGTH
11
i
40"
MAX. -
38-314" TYP.
MAX. +
1"MULL 1' MULL
OIX (SHOWN) OR XIO
I
OIXIO
VIDE STILES AND WIDE RAILS (NARROW -STILES AND WIDE
SHOWN ONSIDELITES) RAILS SHOWN ON SIDELITES
40" MAX.
38-3/4"
HORIZONTAL . '-
MAX
MULLION
LENGTHFT======
40'
r - MAX.
TYP.
L
SINGLE O OIO (ADDITIONAL MULLED
NARROW STILES AND NARROW_ LITES ALLOWED)
RAILS SHOWN ON SIDELITES) (WIDE STILES AND NARROW WITH
RAILS SHOWN ON SIDELITES)
O/O
HORIZONTAL
MULLION
WIDE STILES AND
NOTES: _WIDE RAILS SHOWN
1) SINGLE DOORS MAY BE LEFT OR RIGHT-HANDED. ON SIDELITE 8
2) MULLIONS SHOWN ARE STANDARD I'FRENCH DOOR MULLIONS PER THIS NOA. TRANSOM
3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA.
4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS.
5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SLT/TR OR MULLED ASSEMBLY.
6) ADDITIONAL CONFIGURATIONS USING THE t" FRENCH DOOR MULLION ARE POSSIBLE. USE THE ABOVE DRAWINGS AS
A REFERENCE FOR SIZE LIMITATIONS.
1"MULL J
O/X WITH
HORIZONTAL
MULLION
NARROW STILES
AND NARROW
RAILS SHOWN ON
TRANSOM)
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DOOR, SIDELITE & TRANSOM
GLAZING DETAILS
718" NOM.
GLASS STACK 1'F 7/8' NOM. yy
GLASS STACK
I i
6/8'AIRSPACE i.-1/8" 1/2'AIRSPACE-,1TEMPEREDGLASS _ 1 .--
3/16" TEMPERED GLASS
118' TEMPERED GLASS -. 3116" TEMPERED GLASS. j
27J-1 r 11116- 27 r-\
C 3 -
Pill
GLASS BITE-'/ GLASS SITE
3l
EXTERIOR
3;40--
EXTERIOR l-
I-
42
41
GLASS TYPE 1 GLASS TYPE 2
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SINGLE DOOR
INSTALLATION
4" MAX.
I
9" MAX.
CENTERED
BETWEEN ---I
HINGES
SEEI
NOTE 1
CENTERED
BETWEEN --
HINGES )
4"
MAXI.
MAX_.__r_
CENTERED
BETWEEN
ANCHORS
CENTERED
BETWEEN-- i-
1 HINGES SEEI
12" O.C. NOTE 1
MAX. CENTERED
BETWEEN I-
T HINGES
CENTERED
10-1IT L r ANCHORS
MAX.
9" MAX.
ANCHOR REQUIREMENTS
SAME AS HEAD
TABLE 3:
DOOR DESIGN PRESSURE
Ib0.0 PSF Glass Type 1
70.0 PSf I Glass Type 2
TABLE 4:
DOUBLE DOOR
INSTALLATION
Imo— „cr .„
4" O.C. MIN.,
SEE TABLE 4,
THIS SHEET,
FOR QUANTITY
SEE TABLE 1
SIDELITE-TO-SIDELITE
MULLION INSTALLATION
OIO, OIOIO, ETC.)
SEE MULLION CLUSTER
DETAIL BELOW
I
SHEET FOR
TYPE
1II ii
II
j 96" MAX.
1I
j
MULLION
LENGTHIN
VERTICAL
APPLICATIONS
SEE
I
NOTE 1 i
I
SIDELITE
I
ANCHOR REQUIREMENTS -
SAME AS HEAD
XX (USING ASTRAGAL)
XX Door: Astragal Cluster Anchors Required
Head& Sill
Door Width (in)
48 60 1 72 76
Qo22
a= aO ar,
L'e
O
2
a`O EO cEc2 cQO cuPaLo
4 4 4 5 4 5 4 4E809646464654
TRANSOM -TO -DOOR (X/O) OR TRANSOM-TO-SIDELITE (O/O)
MULLION ATTACHMENT& INSTALLATION
SIDELITE-TO-DOOR
MULLION INSTALLATION
XIO, OIX, XIX, OIXIO, XIOIX, OIXXIO, ETC)
SEE MULLION CLUSTER
DETAIL BELOW
ATTACH DOORS AND -----
SIDELITES TO THE
MULLION AS PER
I
THE INSTRUCTION
OF THE INDIVIDUAL
DOOR OR SIDELITE
I i
I I
96' MAX.
TABLE 5: I i MULLION
LENGTH IN
VERTICAL MULLION
VERTICAL
DESIGN PRESSURE
APPLICATIONS
1-70,0 PSF /
I SIDELITE SIDELITE DOOR
SAME AS HEAD
MAX.
6'
1"
MAX
MULLION
4" O.C. MIN.
11 _ 6" 1 4' O C. MIN.
11 i11 j`7
SEE TABLE 6.
I THIS SHEET,
FOR ANCHOR
7 SIDE- JSIDE- LITE
QUANTITY,SEE
LITE TABLE 1, SHEET
1 FOR TYPE
s
ATTACH DOORS,-
SIDELITES&
TRANSOMS TO THE
MULLION AS PER —
1" MULLION
THE INSTRUCTION
OF THE INDIVIDUAL TRANSQ)JI
l
6` 77 HORIZONTAL
PRODUCT 7 MAX IMULLION-
I I
i
I APPLICATIONS
9-112' r
l_ _ _ _ _ J
r ALWAYS REQUIRE
MAX.. i TWO (2) ANCHORS
TABLE 7: DOOR OR TYPE A-D) AT EACH
HORIZONTAL MULLION SIDELITELI MULLION END.
DESIGN PRESSURE
1-70.0 PSF
40' MAX. MULLION LENGTH
IN HORIZONTAL APPLICATIONS
SAME AS HEAD
MAX. _ `
6"
1" MULLION
4' O.C. MIN 14"j74'
I. 1
O.C. MIN
SEE TABLE 6,
THIS SHEET,
9'DE'QUANTITY, FDO.R
FOR ANCHOR
SEE
TABLE 1, SHEET
1 FOR TYPE
Anchors Required for a Venice I. Mullion leach mullion end)
Door or Sidelaerl"mrsom Width (m)
12 24 32 3&3/4 40
Mullion
Height
0h)
47f
U
m
e
7
fa
weeU'
toUFa
e E a
D
mF
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erg
S'ea (7 aac9
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a (9
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eaD
Door WA 2 1 2 2 1 3 2 1 WA NIA WA
SLTrrR So 1 2 7 2 2 1 3 2 3 2 1
Door WA 2 7 3 2 i 3 3 2 WA WA A
SLT/TR 1 2 1 3 2 1 3 3 2 3 3 2
FOR `OIXXIO"
AND SIMILAR
CONFIGURATIONS
CONTAINING A
DOUBLE DOOR
XX), USE
ONLY HALF OF
THE FRAME
WIDTH OF THE
DOUBLE DOOR
WHEN USING
THIS TABLE.
INSTRUCTIONS:
1) DOOR HINGE JAMBS OF ALL HEIGHTS TO ALWAYS BE ANCHORED WITH SIX ANCHORS. SEE TABLE 1, SHEET 1, FOR
ALL APPROVED ANCHORS. FOUR OF THE SIX ANCHORS MUST BE INSTALLED THROUGH THE HINGES, ONE AT EACH
HINGE LOCATION (RECOMMENDED N10 FLATHEAD SMS OR 3/16" FLATHEAD ULTRACON FOR EACH HINGE ANCHOR).
2) FOR A MULLED UNIT, DETERMINE THE DESIGN PRESSURE OF EACH COMPONENT IN THAT CONFIGURATION. FOR
EXAMPLE, ON AN `XIO` CONFIGURATION, THE DP FOR THE DOOR, THE MULLION AND THE SIDELITE MUST EACH BE
DETERMINED. THE LOWEST DP APPLIES TO THE ENTIRE ASSEMBLY.
NOTES:
1) SINGLE DOOR MAY BE LEFT OR RIGHT-HANDED.
2) MULLIONS SHOWN ARE STANDARD 1" FRENCH DOOR MULLIONS.
3) MULLED CONFIGURATIONS NOT SHOWN MAY BE POSSIBLE USING OTHER MULLION TYPES, SEE SEPARATE NOA.
THE LOWEST COMPONENT DP IS TO BE THE OVERALL ASSEMBLY DP.
4) FRENCH DOOR MULLION IS LIMITED TO 96" IN VERTICAL APPLICATIONS AND 40" IN HORIZONTAL APPLICATIONS.
5) NARROW OR WIDE STILES AND RAILS MAY BE MIXED WITHIN THE SAME SIDELITE/TRANSOM OR MULLED ASSEMBLY
6) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE SHORT OR LONG DIMENSION.
M YLU
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ad
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arnp 0LDNNLy V
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7
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28" O.C. MAX.
IF SHORT SIDE IS
40" OR LESS
III r
28" O.C. MAX. I
IF LONG SIDE ISI
40" ORLESS I
I
I
23-
112" O.C. MAX. IF
LONG SIDE IS OVER
40" 6"
MAX. SHORT
SIDE) SIDELITE/
TRANSOM INSTALLATION (O OE
STILES AND WIDE RAILS
SHOWN ON SIDELITES) 23Al2"
O.C. MAX. 28" O.C. MAX. 23-1/2" O.C. MAX. F
SHORT SIDE IS IF SHORT SIDE IS IF SHORT SIDE IS OVER
40' 40" OR LESS - OVER 40" SEE
TABLE 9, I i I SEE TABLE 9, 28"
O.C. MAX. I SHEET
6 FOR IF LONG SIDE IS I
SHEET 6 FOR ANCHOR
ANCHOR
40" OR LESS QUANTITY, SEE QUANTITY. SEE TABLE
1, SHEET 1 i
TABLE
1, SHEET 1 FOR
ANCHOR FORANCHORTYPE.
TYPE.
I
I
23-
1/2" O.C. MAX. I I III I I
IF LONG SIDE IS ! OVER
40' 1 12"
MAX (LONG SIDE) L
12"
MAX LJ O_NG SIDE) 6-
MAX. yl SHORTSIDE) NARROW
STILES AND NARROW RAILS
SHOWN ON SIDELITES) TABLES:
WINDOW
DESIGN PRESSURE 1-
70.0 PSF I All Glass Types NOTES:
1)
NARROW OR WIDE STILES AND RAILS MAY BE MIXED
WITHIN THE SAME SIDELITE/TRANSOM OR MULLED
ASSEMBLY. 2)
SIDELITE/TRANSOM MAY BE A SINGLE, STAND-
ALONE UNIT. 3)
FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE
SHORT OR LONG DIMENSION. Sidelke/
Transom Anchor Quantity Long
Side (in) 63
3/16 665/8 68 70 72 76 78 82 B4 88 92 96 98 104 108 111 0
4 4 4 0 o a q 4 9 o o O me
o
O m4 M.
a
c¢
n cal ka m cm
ga
m
a
a a a`m
m a>
3cme.
a
okn t-a
e
5e e e e2 2€ 2 cnn 2ea
me
i?0
Da0a0a050a0a50a( c 0 a, 7O aa DC a(D CD a O 0 e e aO Short
Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 24
Long
Side 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 5 5 5 5 5 5 5 5 5 5 6 5 5 6 6 6 1 6 Short
Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 28
Long
Side 4 4 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 5 5 5 6 5 6 5 6 1 5 6 5 5 7 6 7 6 Short
Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 32
Long
Side 4 4 4 4 4 4 4 4 5 4 5 4 5 4 5 4 6 5 6 5 6 5 6 5 7 5 7 5 5 7 6 8 6 m
Short Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 36
Long
Side 4 4 5 4 5 4 5 4 5 4 5 4 5 4 6 4 6 5 6 5 7 5 7 5 7 5 8 5 5 7 6 8 6 to
Short
Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 38-
314 Long Side 4 4 5 4 5 4 5 4 5 4 6 4 6 4 6 4 6 5 7 5 7 5 7 5 8 5 8 5 5 8 8 9 6 Short
Side 2 2 2 2 2 2 2 2 2 2 2 2 2 2. 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 40
Long
Side 4 4. 5 4 5 4 5 4 5 4 6 4 6 4 6 4 6 5 7 5 7 5 8 5 8 5 8 5 5 9 6 9 6 i
7
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EMBEDMENT 1/4" INSTALLATION_
sM 31 OPTION 1
INSTALLATION ANCHORSIIIII
EDGE
DISTANCE
INTO 2X WOOD.
TYP. ANCHOR TYPE,
EMBEDMENTAND
EDGE DISTANCE PER
l'1
SUBSTRATE, SEE
TABLE 1, SHEET 1."---
1 ANCHOR PER HINGE
iI Y
TO BE THROUGH
SUBSTRATE. MIN. #10
FLATHEAD SMS, SEE
TABLE i, SHEET 1. 72 Ji EXTERIOR
BUCKSTRIP
OR FRAMING, SEE
2X WOOD
DETAIL(A
NOTE 2, THIS SHEET
ALSO SEE BELOW
EMBEDMENT --4 INSTALLATION
1/4" 1/4"
MAX. INSTALLATION MAX. OPTION 2
SHIM /~
23 OPTION_2
EDGE_
SHIM /—tJ INSTALLATION ANCHORS
EDGE / 16/ INSTALLATION ANCHORS DIRECTLY INTO MASONRY.
DISTANCE
DISTANCE • , )I DIRECTLY INTO MASONRY.
TYP. ANCHOR TYPE,
1
I I_ TYP. ANCHOR
13 i TYPE, EMBEDMENT
EMBEDMENTAND
e. ,I 29 / -
EDGE DISTANCE PER - V /
AND EDGE °
SUBSTRATE, SEE ,-
DISTANCE PER
TABLE 1, SHEET
E _ SUBSTRATE, SEE y
1..•
I --
TABLE 1, SHEET 1.
aLl cqLLLJJJ
1 ANCHOR PER HINGE
TO BE THROUGH — / • ° •
e
I ` • •
SUBSTRATE. MIN. L
3116" FLATHEAD \ _
ULTRACON, SEE J\ /26 J EXTERIOR TJ CONCRETE/CMU ' EXTERIOR
TABLE 1, SHEET 1. \_/ n PER ANCHOR TI
5 REQUIREMENT 7
DETAIL
a7
ALSO SEE ABOVE DETAIL
INSTALLATION NOTES
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON
ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM,
2) WOOD BUCKS DEPICTED ON THIS SHEET AS "1X", ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1.112". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO
MASONRY. WOOD BUCKS DEPICTED AS "2X' ARE 1-112" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION.
3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM,
4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM.
I
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0 -J O) O T2 O-
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U U X o
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o
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aii t saa s uas
TYP. ANCHOR TYPE, INSTALLATION
EMBEDMENT AND EDGE '-- - 1/4-
16 DISTANCE PER SUBSTRATE, OPTION 4
MA '-
C10- SEE TABLE 1, SHEET 1. INSTALLATION ANCHORS SHIM
DIRECTLY INTO METAL. _
EDGE
ANCHOR PER HINGE TO BE DISTANCE
THROUGH SUBSTRATE. MIN. \
10 FLATHEAD SMS WITH
MIN. 3 THREADS BEYOND DOOR _ 77
TYP. ANCHORiMETALSUBSTRATE. _ VISIBLE LIGHT I I
1 WIDTH (DLO)
TYPE, EMBEDMENT
I1 71 ,. , 7 _ AND EDGE
DISTANCE PER
A
I
SUBSTRATE,SEE
1t',iS Y'tut i A1 C-P 4f7 (r__ - .—._ I - TABLE 1. SHEET 1.
EXTERIOR
IG
1" FRENCH DOOR MULLION -+--
DETAIL
INSTALLATION OPTION 3
INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO MASONRY.
EMBEDMENT
1/4"
T MAX.
SHIM
EDGE
DISTANCE
1
ru; TYP. ANCHOR ••
j- ! I
TYPE. • I
EMBEDMENT
AND EDGE
DISTANCE !'
PER
SUBSTRATE,
SEE TABLE 1,
SHEET,
I I
CONCRETE/CMU
PER ANCHOR
REQUIREMENT 1X WOOD
BUCKSTRIP,
T
EXTERIOR
DETAIL
V
EXTERIOR
B)-
APPROVED MULLION(SEE
SEPERATE APPROVAL),
DETAILCE% ALUMINUM, STEEL FRAMING
OR STEEL STUD. SEE
SUBSTRATE PROPERTIES,
DOOR FRAME WIDTH ------ ----- ---- - TABLE B,THIS SHEET
TYP. ANCHOR TYPE, -
Gl.ARFIII,AFl,IT CAI(1
Y
Z6
vt
0
Op
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Q -TM
O J N J O D_
Z ILu- LL w mo 4 LL
WUO X o
Z O2
m NnMawO
O
t
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pZQ O
In
cr
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rn
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O
I- Z
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V
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Q
y
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LL
Z LL
allll ep s ,aS
SEE NO E 2, ..__ __.. ---- SIDELITE7TRANSOM FRAME WIDTH - ----- -- - J
THIS SHEET. DETAIL G,
INSTALLATION NOTES %
f -
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON TABLE 1, SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON
ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM. ,
2) WOOD BUCKS DEPICTED ON THIS SHEET AS -1 X-. ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2". 1X WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO
MASONRY. WOOD BUCKS DEPICTED AS "2X" ARE 1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION. _
3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FRAME OF THE DOOR, SIDELITE OR TRANSOM.
4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR, SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE SYSTEM. A. LYNN MILLER, P.E.
P.E.N 58705
i
INSTALLATION OPTION 3
INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO MASONRY. _ _ _ EDGE
DISTANCE
a 2X WOOD
CONCRETE BUCKSTRIP
PER ANCHOR OR FRAMING,
REQUIREMENT _ EMBEDMENT SEE NOTE 2,
THIS SHEET
1X WOOD -
BUCKSTRIP,
NOTE 2, THIS SHEET.G _
1/4"MAX SHIM
i 1 TYP. ANCHOR
TYPE, EMBEDMENT
ll
AND EDGE
29) DISTANCE PER
ANCHOR
J
SUBSTRATE, SEE
EMBEDMENT TABLE I, SHEET I.
EDGE
ONCE PER
IRATE. SEE
El , 1, SHEET 1.
l.E I DETAIL
INSTALLATION NOTES:
1) USE ONLY SUBSTRATE -APPROPRIATE ANCHORS LISTED ON EXTERIOR
TABLE 1. SHEET 1. FOLLOW EMBEDMENT AND EDGE DISTANCE
LIMITS. ANY INSTALLATION OPTION SHOWN MAY BE USED ON
ANY SIDE OF THE DOOR, SIDELITE OR TRANSOM.
2) WOOD BUCKS DEPICTED ON THIS SHEET AS "lX", ARE INSTALLATIONBUCKSWHOSETOTALTHICKNESSISLESSTHAN1-1/2". 1X
WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED OPTION 1
DIRECTLY TO MASONRY. WOOD BUCKS DEPICTED AS "2X" ARE INSTALLATION ANCHORS
1-1/2" THICK OR GREATER. INSTALLATION TO THE SUBSTRATE INTO 2X WOOD,
OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS
APPROVED BY THE AUTHORITY HAVING JURISDICTION.
3) FOR ATTACHMENT TO METAL: THE STRUCTURAL MEMBER
SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE FULL LENGTH 1 /4" MAX. SFRAMEOFTHEDOOR, SIDELITE OR TRANSOM.
4) IF APPLICABLE, LOWEST DESIGN PRESSURE FROM DOOR,
SIDELITE, TRANSOM OR MULLION APPLIES TO THE WHOLE
SYSTEM. 2X WOOD BUCKSTRIP
OR FRAMING, SEE--
NOTE 2, THIS SHEET
INSTALLATION OPTION 3
INSTALLATION ANCHORS THROUGH
1X BUCKSTRIP INTO MASONRY. _ EDGE
DISTANCE
EMBEDMENT
A
1X WOOD BUCKSTRIP, SEE
NOTE 2, THIS SHEET.
1/4" MAX SHIM
TYP. ANCHOR
TYPE, EMBEDMENT
AND EDGE
DISTANCE PER
SUBSTRATE, SEE
TABLE 1, SHEET 1.
DETAILCj
1 I Ij j SIDELITE/
TRANSOM
DOOR WINDOW FRAME
VISIBLE LIGHT VISIBLE LIGHT HEIGHT
HEIGHT (DLO) i j`•.., %- HEIGHT (DLO)
DOOR
1,-C3,) FRAME
HEIGHT
L!
U
DETAIL(
EDGE DISTANCE—f-----,
EXTERIOR
a
DETAU L)
INSTALLATION TYP. ANCHOR
OPTION 2 TYPE, EMBEDMENT
INSTALLATION 1
AND EDGE
f,' - DISTANCE PER
ANCHORS DIRECTLY i 2g l SUBSTRATE, SEE
TYP. ANCHOR INTO MASONRY. TABLE 1, SHEET 1.
TYPE, EMBEDMENT;
AND EDGE
1
L +- MAX. SHIM OR
DISTANCE PER 3.
4'
3.4 KSI NON- SHRINK,
SUBSTRATE,SEE NON-METALLIC
TABLE I, SHEET I.
j GROUT - FULL
1 LENGTH
a
Q,"+-,.
I
EMBEDMENT CONCRETE PER EMBEDMENT
ANCHOR
REQUIREMENT
EDGE DISTANCE --,-----{
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1.0000"
OFRAME HEAD & JAMB
20000, Cellular PVC
r1.503'
I
f
i
030' __. 3.564"
I
5
HINGE STILE
REINFORCEMENT
20013, 6063-T6
1.359' .062" --
1_ r
8 INACTIVE
13 ASTRAGAL COVER
20004, Rigid PVC
3.925'
075" -1 O
E3 J.
2
FRAME SILL
20001, Rigid PVC
1.500" {
080'
3.518"
I .888"
OTOP & BOTTOM RAIL
REINFORCEMENT
20014, 6063-T6
1.450.
070"
16
FRAME SCRE
COVER
20007, Rigid PVC
i
ce_--_._ 4.922" _..._._...._^
312" ' 1.75 0"
OPANEL RAIL & STILE
20002, Cellular PVC
I-i-. 2.146'
080" -
3.518"
U'!
1 1.075--+- -
PANEL STILE
REINFORCEMENT
20015,6063-T6
2-488"
761'
ILI
t
3.518"
080"
i
j 1.075" o
8
ACTIVE
ASTRAGAL
20016, 6063-T6
075"..._ .060'
343" 375'
T
1 .840" 4 f 1.625"
ADD -ON 1" MULLION
17 FIN/FLANGE 8 CAP
20008. Rigid PVC #20009, Rigid PVC
2.281" -
5821, O Q
1 Asr .
075" D
OSIDELITE ADAPTER
20003, Rigid PVC
9
INACTIVE
ASTRAGAL
20017, 6063-T6
1.258"
062"
8
L
ACTIVE1
19 ASTRAGAL COVER
20011, Rigid PVC
374' J ---
4.561,
1.000"
10
1"FRENCH
DOOR MULLION
20022, 6063-T6
yy1.
632'
1
F_.386"
L.540" .935' 1
2.285' -awl 11
930'
1.012" jam- 1.625'
15 "" it 563"
500_. llllll (((!!!
723"
04T .- Tl
I T .060"
050"
ii.,-F- '062' .191" _ ytf-- .3"
050"
200'
SINGLE DOOR
20 ASTRAGAL COVER
ANCHOR
SILL CAP 23 PLATEt9OO9,
THRESHOLD
24 CAP 25 DRIP CAP
HINGE TRIM
COVERt0023, 718" BEVELED
27BEAD
20012, Rigid PVC Rigid PVC #19031, 6063-T6 20020, 6063-T6 20021, 6063-T6 Rigid PVC 20024, Rigid PVC
7
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TABLE IQ
PGT Part # Description Material
1 20000 Door 8 Sideliterrransom Main Frame Cellular PVC
2 20001 Door Frame Sill Rigid PVC
3 20002 Panel Stile 8 Rail Cellular PVC
4 20003 Sidelite Adapter Rigid PVC
5 20013 Hinge Stile Reinforcement Alum., 60E3-Tr.
6 20014 Panel Rail Reinforcement Alum., 6063-TS
7 1 20015 Panel Stile Reinforcement Alum., 6063-T6
8 1 20016 fActive Astragal Rigid PVC
20017 Inactive Astragal Rigid PVC
20022 1" French Dow Mullion Alum., 6063-T5
20004 hactive Astragal Cover Rigid PVC
20007 Screw Cover Rigid PVC
20
20008 AddI Fin/Flan Rigid PVC
200D9 1" Mullion Cap Rigid PVC
20011 Active Astragal Cover Rigid PVC
20012 Single Door Astragal Cover Rigid PVC
20018 Sill Screw Cover Rigid PVC
23 19031 Anchor Plate Alum., 6063-T6
24 20020 Threshold Corer Alum., 6063-TB
25 20021 Dnp.Cap Rigid PVC
26 20023 Hinge Tnm Coker Rigid PVC
27 20024 718" Beveled Bead Rigid PVC
28 Fin Weatherstrip
29 1671/3 Frame Weatherstrip
31 714FPT410XW Frame -to -Wide Slab Screw #14 X 1-1/2" Phil. FH Stainless Steel
32 7S101X Frame-to-Narrow.Slab Screw: #10 X I" Phil, FH Stainless Steel
33 78XIFPT410 Reinforcement Screw: 98 X V Phil. FH Stainless Steel
34 710X2FPAX Frame Assembly Screw: #10 X2" Phil. FH Stainless Steel
35 714FPT41OXW W-W Slab Assembly Screw: #14 X 1.112" Phil, FH Stainless Steel
36 7S10/X N-N Slab Assembly Screw #10 X 1" Phil. FH Stainless Steel
37 71420X225 N-W Slab Assembly Screw: #14 X2-1/4" Phil. FH Stainless Steel
39 IDLTaSeal Spacer
40 62689 SuperSpacer
41 720026 Setting Block, (Duro.=85 +/- 5) EPDM
42 Backbedding: Dow-995 w GE-7700 Silicone
43 Argon Gas
44 6HL5140 Hot Melt Butyl
47 - 73 see Hardware BOM, Table 9, Sheet 12
90 20033 Inact'ne Astragal Cap Acetal
DAYLITEOPENING D( LO)SIZES
WHEN USING PART # 3: (WIDE RAILS OR STILES)
X DOOR FRAME HEIGHT- 12.1 = DLO HEIGHT
X DOOR FRAME WIDTH - 12.3 = DLO WIDTH
XX DOOR FRAME HEIGHT 12) - 12.1 = DLO HEIGHT
XX DOOR FRAME WIDTH / 2) - 11.7 = DLO WIDTH
SLT/TR FRAME HEIGHT- 12.1 = DLO HEIGHT
SLT/TR FRAME WIDTH - 12.1 = DLO WIDTH
WHEN USING PART # 4: (NARROW RAILS OR STILES)
SLT/TR FRAME HEIGHT- 4.9 = DLO HEIGHT
SLT/TR FRAME WIDTH - 4.9 = DLO WIDTH
DOOR
JAMB
DOOR
JAMB
DOOR HEAD 23i
DOOR PANEL HEAD
3a,
HINGE STILE
DOOR PANEL
LOCK STILE
ANCHOR
INTERIOR
JAMB W/NARROW
FRAME
SIDELITE/TRANSOM
SILL WANIDE FRAME
HEAD SIMILAR) A. LYNN MILLER, P.E.
E.p 58705
i
HARDWARE DETAILS & LOCATIONS
j 52, 54
EQUALLY-
SPACED
47-49,
EQUALLY-
SPACED
I
EQUALLY-
44'
MAX.
SPACED
yI
10-
MAX. 8•
X" CONFIGURATION
PGT Pan# Description Material
47 666032701 73000 3PT Rhino Lock (6-8")
48 666032702 P3000 3-PT Rhino Lock (over 68")
49 71032X1FPFX Rhino Lock Screw: 1D-32 X 1" Phil. FH
52 20027 Adjustable Strike Plate Assembly Stainless Steel
53 20028 Center Strike Plate Assembly Stainless Steel
54 7S101X Strike Plate Screw. (X): #10 X 1" Phil. FH 410 S.S.
55 7SX12PFHUX Strike Plate Screw, (XX): #8 X 1/2" Phil. FH 410 S.S.
60 7SB1202 Flush Bolt QN
61 7803725 Flush Bolt Rod ()X)
621 42DO34 Flush Bolt Guides ()X)
63 7832X12FPXP Flush Bolt Screw: 8-32 X 1/2" Phil. FH
641 48033N Guide Pin (XX)
651 78036 Flush Bolt Strike Plate ()CX) Stainless Steel
66 7832X12FPXP Flush Bolt Strike Plate Screw, (XX): #8 X 3/4" Phil. FH 410 S.S.
67 varies Handle/Lever
68 varies I DUMMY Handle/Lever
70 20025 Bull Hinge Stainless Steel
71 71032X1FPFX Hinge, Slab Screw: #1632 X 1" Phil FH Stainless Steel
721 7S101X Hinge, Frame Screw #10 X 1" Phil. FH Stainless Steel
0
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7
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W
XX" CONFIGURATION
HINGE DETAIL:
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A. LYNN MILLER. P.E.
P.E.# 58705
Florida Building Code Online Page 1 of 2
y 3m
niA
sk
r
BCIS Home Log In S User Registration '; Hot Topics Submit Surcharge ';': Stats & Facts Publications f FBC Staff II BCIS Site Map ', Links :,~ Search
r # Product Approval
USER: Public User
P•{,i r.,_;I f 1 ._ t ;; _irrah 1 ,'nr L!3r > Application Detail FL #
FL21179-R2 Application
Type Revision Code
Version 2017 Application
Status Approved Approved
by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary. Comments
Archived
Product
Manufacturer PGT Industries Address/
Phone/Email 1070 Technology Drive North
Venice, FL 34275 941 )
486-0100 Ext22318 drug
rk@pgti ndustries.com Authorized
Signature Jens Rosowski j
rosowski @pgtindustries.com Technical
Representative Jens Rosowski Address/
Phone/Email 1070 Technology Drive Nokomis,
FL 34275 941)
486-0100 Ext21140 j
rosowski@pgtindustries.com Quality
Assurance Representative Address/
Phone/Email Category
Exterior Doors Subcategory
Sliding Exterior Door Assemblies Compliance
Method Certification Mark or Listing Certification
Agency Keystone Certifications, Inc. Validated
By Steven M. Urich, PE VValidation
Checklist - Hardcopy Received Referenced Standard
and Year (of Standard) Standard Year AAMA/WDMA/
CSA 101/1S2/A440 2011 ASTM E1886
2005 ASTM E1996
2012 Equivalence of
Product Standards Certified By
Product Approval
Method Method 1 Option A Date Submitted
11/15/2017 https:Hfloridabuilding.
org/pr/pr_app_dti.aspx?param=wGEVXQwtDqu2dzEOwOntg4eWo... 12/8/2017
Florida Building Code Online Page 2 of 2
Date Validated 11/19/2017
Date Pending FBC Approval
Date Approved 11/21/2017
Summary of Products
F Model, Number or Name Description
21179.1 SGD-5470 Vinyl Sliding Glass Door (Non -Impact)
LimiMsofUseCertification Agency Certificate Approved
for use in HVHZ: No i 1: R2 C. + Ct) 4 ' .: tifi . l.i r1 ;cf Approved
for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact
Resistant: No 11/11/2020 Design
Pressure: N/A Installation Instructions Other:
Please see installation instructions for design 12.11_"_ ,_ . ..I..... pressure,
size and anchorage information. Verified By A. Lynn Miller, P.E. 58705 Created
by Independent Third Party: No Evaluation
Reports Created
by Independent Third Party: No 21179.
2 SGD-5570 Vinyl Sliding Glass Door (Impact -Resistant) Limits
of Use Certification Agency Certificate Approved
for use in HVHZ: No t:..._... _ _-_, i.,i I r1:..:,. [.' Approved
for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact
Resistant: Yes 01/13/2020 Design
Pressure: N/A Installation Instructions Other:
Please see installation instructions for design T _ . _ _I..... `C . i'„.I_} 1;1,,_.;c.. pd' pressure,
size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created
by Independent Third Party: No Evaluation
Reports Created
by Independent Third Party: No back
Next Contact
Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The
State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under
Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850, 487.1395. *Pursuant to Section
455.275(1), Florida Statutes. effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they
have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply
a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here . Product
Approval Accepts: u =
f£ Credit.
Caro Safe
https:
Hfloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqu2dzEOwOntg4e Wo... 12/8/2017
SERIES 5470. NON -IMPACT RESISTANT SLIDING GLASS DOOR
INCLUDING POCKETS & 900/1350 CORNERS
GENERAL NOTES:
1) GLAZING TYPE OPTIONS: SEE GLAZING DETAILS ON SHEET 10.
2) DESIGN PRESSURES:
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS PER ASTM El300.
B. POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE, WATER TEST PRESSURE AND GLASS PER ASTM El300.
3) ANCHORAGE: THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. MATERIALS,
INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS
SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC).
4) SHUTTERS ARE REQUIRED PER FBC REQUIREMENTS, AS APPLICABLE.
5) INSTALLATION SCREWS & FRAME SPLICES TO BE SEALED WITH NARROW JOINT SEALANT.
6) REFERENCES (NOA'S): ELCO ULTRACON, CRETEFLEX & AGGREGATOR ANCHOR NOA'S, VISION EXTRUSION, LTD.
WHITE RIGID PVC NOA, VE 1000 TAN 202 AND LIGHTER SHADES (NON -WHITE) RIGID PVC NOA AND BROWN COATED
PAINTED OR LAMINATED) WHITE RIGID PVC NOA
REFERENCES (TEST REPORTSLFTL-6367, 6368, 6369, 6370, 6371 & 8545; EXOVA-10-002-792(A) & 10-006-10231, CAMBRIDGE 535753-09;
7) DOOR SIZES
MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FBC, AS APPLICABLE. 8) DRAWINGS DEPICT
EXTERIOR -GLAZING, HOWEVER INTERIOR -GLAZING MAY BE SUBSTITUTED. 9) THE 5470
SERIES SLIDING GLASS DOOR MAY ALSO BE KNOWN AS THE 470 SERIES. ANCHOR NOTES: 1)
FOR CONCRETE/
CMU SUBSTRATE APPLICATIONS, SEE TABLE A ON THIS SHEET FOR EMBEDMENT, EDGE DISTANCE AND SUBSTRATE REQUIREMENTS.
2) FOR OTHER
SUBSTRATE APPLICATIONS SEE TABLE A ON THIS SHEET. 3) WOOD BUCKS
DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. PROPERLY SECURED, 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SOLID CONCRETE OR CMU. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. 1X AND
2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. BUCK DESIGN AND
INSTAL- LATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD & TO BE REVIEWED BY THE
BUILDING OFFICIAL. 4) IF SILL
IS TIGHT TO SUBSTRATE, GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED, NON -SHRINK, NON-METALLIC GROUT,
MAX. 1/4" THICK & 3400 PSI MIN., (DONE BY OTHERS) MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE
SILL THAT IS NOT TIGHT TO THE SUBSTRATE, AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD,
30# FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE, OR AS APPROVED BY THE
AUTHORITY HAVING JURISDICTION. INSTRUCTIONS: 1) KNOWING
THE
REQUIRED DESIGN PRESSURE OF THE OPENING, THE ANCHOR REQUIREMENTS FOR THE SLIDING GLASS DOORS
MAY BE DETERMINED FROM DESIGN PRESSURE TABLES 1 OR 2, DEPENDING ON THE REINFORCEMENT LEVEL DESIRED.
2) LOCATE THE
SLIDING GLASS DOOR SIZE ON THE TABLE, USING THE FRAME HEIGHT AND THE NOMINAL PANEL WIDTH IF YOUR
EXACT SIZE IS NOT LISTED, ROUND UP TO THE NEXT GREATER LISTED WIDTH AND/OR HEIGHT. 3) CHOOSE WHICH
ANCHOR GROUP (A-D) IS MOST APPLICABLE. ANCHORS ARE DEFINED IN TABLE A, THIS SHEET, ALONG WITH
THE CORRESPONDING SUBSTRATE, MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. 4) FROM THE
DESIGN PRESSURE TABLES (TABLES 1 OR 2), VERIFY THAT THE OPENING'S REQUIRED DESIGN PRESSURE IS MET
OR EXCEEDED. USE THE ANCHOR QUANTITIES SHOWN. 5) INSTALL AS
PER THE GUIDELINES OF THIS SHEET -SET. 6) ADDITIONALLY, SEE
THE EXAMPLE ON SHEET 9. TART F 4-
Group Anchor Substrate
Frame Member Min. Edge Distance Min. Embedment
A
12,
steel
SMS
G5)or 410
S. S. SMS, min. 11
thmadshn)
P.T.
Southern
Pine SG=0.55)
Head/Sill/Jamb
9/19' 1-318" P-hook 9/
16" 1-3/8" Aluminum. 6063-T5'
0.125" min.
thickness) Head/Sill/Jamb
318" 118" P-hook 3/
8" 1W Steel, A36' 0.
060" min.
thickness Head/581/Jamb
318' 0.060" P-hook 318"
0,060" 0.071" min.
thickness)k Steel Stud, A653
Gr 33[:Head/Sill/Jamb
Jamb 3/8'
0.071" (14 Ga.) 318" 0.071" (
14 Ga. 1/4" Elco
Ultracon P.T.
Southem
Pin* SG=0.55)
1" 1-318"
k 1" 1-
318" 1/4" Elco
410 S.S. CreteFlez
P.T. Southern
Pine SG=0.55)
1"1-3/
8" k 1'1-
3/8" 12, steel woad
screw (G5) P.
T. Southem
PineHead/Sill/Jamb SG=0.55)
9/16" 1-
318" P-hook 911T
1-3/8" 1W Elco Ultracon
Concrete min.
2.
85
ksi) P-hook 1"
1-3/8' Head/Sill/Jamb
1-3116" 1-3/8' Ungrouted CMU, ASTM
G90) Jamb
i" 1-
114' P-hook 1"
1.114' C 114" Elco
410
S.S. CreteFlez
Ungrouled CMU, ASTM
G90 Jamb
1-314"
1-114" P-hook 1-
3/4' 1-1/4' Concrete min. 3.
35
ksi) Head/Sill/Jamb
1-3/16' 1-314" P-hook 1"
1-314' 114' Elco 18.
8 S.S- Aggre-
Gator Concrete min. 2.
22
ksi) Head/SiIVJamb 1-
1/2' 1-318" P-hook 1-
1/2' 1-3/8' Ungrouted CMU, ASTM
C-90)
Jamb 2" 1-
114" P-hook 2"
1-114" P.T. Southern
Pine SG=0.55)
HeadlSill/Jamb 1"
1.318" P-hook 1"
1-318" 1/4' Elco
Ultracon Concrete min.
2.
85
ksi) Head/SiIVJamb 2-
1/2" 1-3/8" P-took 2-
112' 1-318" Ungrouted CMU, ASTM
090) Jamb
2-112"
1-114" P-hook 2-
112' 1-1/4" D 114' Elco
410
S.S. CreteFlez
Concrete min. 3.
35
ksi) HeadISilVJamb 2-1 /
2" 1-3/4" P-hook 2-
112" 1-3B' Ungrouted CMU, ASTM
C-90)
Jamb 2-1/
2" i-1l4' P-hook 2-
112" 1-114" Nominal Panel Size
Width Height Design
Pressure ps{ (_)
psi, Certification
Numbers 60"
96"
60
60 190-771 48" 120" 60
65 190-774 48" 96' 60
60 190-770 48" 96" 80
80 190-772 1070 TECHNOLOGY DRIVE
N. VENICE, FL
34275 941)-480-1600
MIN. OF 3
THREADS BEYOND THE METAL
SUBSTRATE. FOR STEEL
STUDS,
MIN. FU=45
KSI & MIN.FY=33
KSI. UNGROUTED CMU" VALUES
MAY BE USED
FOR GROUTED CMU APPLICATIONS. GENERAL
NOTES ............. 1
EXAMPLE CONFIGS..........2
INSTALL DETAILS..............3-
6 DP/ANCHOR TABLES
7-8 EXAMPLE ............................9 GLAZING
DETAILS............ 10
ANCHOR LOCATIONS ....... 11-
16 PANEL TYPES ................... 17
EXTRUSIONS .....................18 ACCESSORIES ..................
19 SCREEN
DETAILS ............. 20
PARTS LIST........................21
FIN ADDON INSTALL.........
22-25 II VINYL SLIDING
GENERAL
NOT SLASS
DOOR FPA Itl
J ROSOWSKI
NTS IPI 1
OF 25 IMPACT RATING _ NOT
RATED FOR
MISSILE IMPACT RESISTANCE DESIGN
PRESSURE RATING
SEE TABLES 1,
2 & B1, 82 ON SHEETS 7 &
8 0\111r n
1I1// p1Y LYNIy/.. 10EN
No.58705 '
l
0 6
STA S0' S/
ONAL7/
I1l I
l I % % 0 A. LYNN MILLER,
P.E. P.E.# 58705
MAX. UNIT WIDTH
NOM. PANEL WIDTH _
PER TABLES 1 & 2
MAX. UNIT ?
HEIGHT
PER TABLES 1 & 2
1-PANEL L
CONFIGURATIONS
NOM. PANEL WIDTH _
PER TABLES 1 & 2
A
MAX. UNIT
HEIGHT
PER TABLES 1 & 2
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1 & 2
MAX. UNIT `-'
HEIGHT
PER TABLES 1 & 2 /
2-PANEL
CONFIGURATIONS
A' UINII YYIUII't '-
5-PANEL CONFIGURATIONS
MAX. UNIT WIDTH-----_.__
NOM. PANEL WIDTH _ s
PER TABLES 1 & 2
MAX. UNIT
HEIGHT
PER TABLES 1 & 2
I
1
5-PANEL CONFIGURATIONS
MAX. UNIT WIDTH-----_.__
NOM. PANEL WIDTH _ s
PER TABLES 1 & 2
MAX. UNIT
HEIGHT
PER TABLES 1 & 2
I
1
3
3
l
NOM. PANEL WIDTH
PER TABLES 1 & 2
I MAX. UNIT
i I^ HEIGHT
W PER TABLES 1 & 2
PoLNET IN
MAX. UNIT WIDTH
D
3 I I y
I^
3-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1 & 2
MAX. UNIT
HEIGHT
PER TABLES 1 & 2
i
41)
1
I
C IW
IL
IW
POCKET I N
J
7-PANEL CONFIGURATIONS
NOM. PANEL WIDTH _
PER TABLES 1 & 2
MAX. UNIT
HEIGHT
PER
TABLES 1 & 2
f—
Chi 7
jj' 1 1 II
3 I
6l I
IW
PocrcEr ('w'
J
6_PANELCONFIGURATIONS
a`
NOM. PANEL WIDTH
PER TABLES 1 & 2
7
MAX. UNIT
HEIGHT
PER TABLES 1 & 2
CONFIGURATIONS NOTES:
I ---- - X" =OPERABLE PANEL
1) ALL CONFIGURATIONS SHOWN ARE ALSO AVAILABLE AS POCKET CONFIGURATIONS AT EITHER OR BOTH JAMB
LOCATIONS. EXAMPLE: 4-PANEL XXXX IN POCKET (p) CONFIGURATION CAN BE pXXXXp, pXXXX OR XXXXp. OXXX IN
O" = INOPERABLE PANEL
P 'POCKET
POCKET CONFIGURATION CAN BE OXXXp.
2) 90- & 135- CORNER CONFIGURATIONS AREA COMBINATION OF ANY 2 STRAIGHT CONFIGURATIONS.
3) POCKET WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS AND
REVIEWED BY THE AUTHORITY HAVING JURISDICTION.
DETAIL LETTER
1070 TECHNOLOGY DRIt
4) FOR NOM. PANEL WIDTH, SEE TABLES 1 & 2. N. VENICE, FL 34275
i -SHEET NUMBER
941)-480-1600
CERT. OF AUTH. #29296
MAX. UNIT WIDTH
4-PANEL CONFIGURATIONS
MAX. UNIT WIDTH
NOM. PANEL WIDTH
PER TABLES 1 & 2 —
c
MAX. UNIT sH I1
HEIGHT /• _s sEE
PER o
NOTE
SHEET.
TABLES 1 & 2
CORNER, TYP. I --
OUTSIDE CORNER SHOWN, INSIDE CORNER SIMILAR
1
7
3
Iwerg--i
I w
Poor
J
8-PANEL CONFIGURATIONS P a
DLO WIDTH = NOM. PANEL WIDTH - 8-9/16"
DLO HEIGHT = DOOR HEIGHT - 11-1/16"
PANEL HEIGHT = DOOR HEIGHT - 2-112"
VINYL SLIDING GLASS DOOR FPAi 3/24/16
EXAMPLE CONFIGURATIONS hi J ROSOWSKI
SGD-5470111 NTS T 2 OF 25
NY.......
IGEN3F •. '
No.58705
It -
o,
S, TONAL LEN `
A. LYNN MILLER, P.E.
DETAIL Al DETAIL 131 METAL TYP., ANCHOR
LENGTH TO BE A MIN. OF 3THRU1%WOOD ASTRAGAL
I DET DETAIL
L THREADS BEYOND THEINTOMASONRYFACINGEXT. ' INTERLOCK INTO METAL \
CONCRETE/CMU PER METAL SUBSTRATE
ANCHOR REQUIREMENT - - -- --------------- - - -- -- — FRAME WIDTH ----- ------ - - - — - - - - - ---
1/4" MAX. REQUIRED IF DOOR
TYP. ANCHOR TYPE, • C HEIGHT IS OVER 96" //
oo
21 r 96} T
EMBEDMENT AND ,
s MAx 28" O.C. 1'h\ \ \\
o - EDGE
EDGE DISTANCE PER DISTANCE
SUBST
TAB& \ / )
q o P
NOTE 3 BELOW \
l
zs \\\ <
o }iyTeRloRDAYLIGHT .;> -----
OPENING r)
j eJ I WIDTH J J
EMBEDMENT
T.- j
s
MI
EDGE '! \`
I' d o 1 d d e Lam° \
DISTANCE o 5o CM)
GEIF) i \
9,p p8
2
EXTERIOR o
V
DISTDANCE
94)-/ \ i 2 J 12fi `. _ \
SEE NOTE 6: \
SEE NOTE 6, t/ ' -,)O 28 1/4" MAX. - THIS SHEET
1X OR 2X WOOD\THIS SHEET /
32\ ;
SEE NOTE 6,
a) /LBUCKSTRIP, SEE
THIS SHEET / EMBEDMENT -
J SEE NOTE 6, THIS SHEET 29 - / \
ANCHOR / NOTE 4, SHEET 1 L _ - - _ - - #8 X 3/4".SMS REINFORCEMENT SCREW; 7
TYP. ANCHOR TYPE;
PLATE AT / ) / 1—' s3)PER STILE, LOCATED AT CENTERLINE AND 6",
EMBEDMENT ANDIHORIZONTALSECTION (XXX SHOWNEVERY / -_-_ 9" & 12" FROM ENDS (FACTORY INSTALLED).
EDGE DISTANCE PER
ANCHOR -
LOCATION DETAIL D2 DETAIL 62 SUBSTRATE, SEE
DETAIL C2 TABLE A, SHEET 1 &
INTO MASONRYDETAILAZINTERLOCK
FACINGINT.
NOTE 3, BELOW
9
2X WOOD BUCKSTRIP OR NTOZXWOOD
2+ HEIGHT Is ovER es EMBEDMENT
ss 1 DAYLIGHT i J - ErFRAMING, SEE ANCHOR /
ei \ 114" MAX.
I T
NOTE3,3, SHEET 1 ,, j I % OPENING r-- zzl • wreRloR jJ
I WIDTH ^`2,
EDGE
DISTANCE
I
I TYP.
ANCHOR TYPE, SEE NOTE 6, THIS SH7 EET \_
EMBEDMENT
AND
I ze R(zl C oR I 9aza
s TYP. ANCHOR
TYPE, El ETABLEISTANCEPER_
d
r SUBSTRATE, SEE \- \`—
EMBEDMENT AND I q A, SHEET
1 & II EDGE DISTANCE ( NOTE 3,
BELOW I \ ` PER SUBSTRATE, I SEE
TABLE
A, SHEET d O EDGE l/ '
d
d
1 & NOTE 3, BELOW EXTERIOR DISTANCE
I '
L
n- - J
1/
4"
MAX. ^ - PANEL WIDTH --
CONCRETE/CMU PER ASTRAGAL MAY BE HORIZONTAL SECTION (
XO SHOWN) \ ANCHOR REQUIREMENT INSTALLED IN EITHER EMBEDMENT -- - FIXED
PANEL CLIP & INTERIOR OR N ii NOTES ANCHORS,
SEE EXTERIOR DIRECTION. `QNY LV VGENS ''•.0 '
1) DETAILSAPPLYTO2,3 AND 4 TRACK CONFIGURATIONS. REINFORCEMENT TYPES (SEE NOTE 6. THIS SHEET) DETAIL SHEET 19 ALL PARTS IDENTICAL.t' P ! ' 2) REFER
TO ANCHOR NOTES, SHEET 1. Q P 3) SEE
SHEET 13 FOR ANCHOR LOCATION & SPACING, FOR FOASTRR ALL
GALS,LOCKFILES, _
No.
587p5 ASTRAGALS, FIXED i
26 4 VINYL SLIDING GLASS DOOR FPA A 3/24/16 - * •: * _ ANCHOR QUANTITIES, SEETABLES1 & 2. STILES AND ___ ___________ 4) CONTINUOUS ANCHOR
PLATE, ITEM #8, IS REQUIRED AT ALL HORIZONTAL RAILS Tl T G X01 INSTALLATION, HORIZONTAL X-SECT.; mI J ROSOWSKIFRAME ANCHOR LOCATIONS. _-_.___._- _ ;O.TA; 5) PANEL WIDTH
DOES NOT INCLUDE INTERLOCK OR ASTRAGAL ADD-ON.FOR 6) SEE
TABLES1 & 2 FOR REINFORCEMENT REQUIREMENTS. ALL INTERLOCKS! zT (Bl 1070 TECHNOLOGY DRIVE/O REINFORCEMENTS ARE APPROXIMATELY
THE FULL LENGTH OF ONLY) - N. VENICE, FL 34275 $ /'ONAL THE EXTRUSION.
REFER
TO TEST REPORTS FOR EXACT DIMENSIONS. STANDARD HD N.
VE ICE,
FL -- 8 7) SEE SHEET
20 FOR SCREEN DETAILS. ISGD-54701 NTS .1 3 OF 25 FPA-SGD5470.2 € A. LYNN MILLER,
P.E. CERT. OF AUTH. #
29296 rc P.E-%58T05
DETAIL E1 TYP. ANCHOR TYPE, EMBEDMENT
INTO MASONRY AND EDGE DISTANCE PER
1X BUCKSTRIP SUBSTRATE, SEE TABLE A, SHEET
1 & NOTE 3, THIS SHEET
CONCRETE/CMU EDGE \
PER ANCHOR DISTANCE ;
REQUIREMENT
j EMBED-
MENT
DETAIL E2 ;DETAIL E3
I INTO WOOD NTO MASONRY
2X WOOD BUCKSTRIP OR TYP. ANCHOR TYPE, EMBEDMENT
FRAMING, SEE ANCHOR AND EDGE DISTANCE PER _ CONCRETE/CMU PER
NOTE 3, SHEET 1 /"" SUBSTRATE, SEE TABLE A, SHEET \ ANCHOR REQUIREMENT
EDGE _ _ 1 & NOTE 3, THIS SHEET EDGE r_ . 171 DISTANCE DISTANCE
1/4" MAX.
MAX. -' ' l6i 11X OR 2X WOOD nI_I i-
BUCKSTRIP, SEE U
ANCHOR NOTE 3,
SHEET 1
FOR
iLOC'STILES,
ASTRAGALS, _
CJ/ FIXED STILES
j AND
I
ANCHOR PLATE AT
HORIZONTAL
IRAILS
EVERY ANCHOR
LOCATION
DAYLIGHT 25
OPENING 1 -'- FRAME SEE ;
HEIGHT HEIGHT NOTE 6,
I THIS SHEET
I
EXTERIOR
26-
2
j \ OR %2, EXTERIOR
7 25 OR(26 )1 /
331/4" MAX.
GROUT AS s) j
NEEDED, SEE
ANCHOR NOTE
5, SHEET 1 j
1/4" MAX. - C
EMBED- q EMBEDMENT,- EDGE
MENT
DISTAN(
EMBEDMENT EMBEDMENT
A--- - ---.....
1/4" MAX. III !I I III -1/4" MAX.
DETAIIE
INTO METAL MULLION, ALUMINUM/STEEL
FRAMING OR STEEL STUD. MAY
BE VERTICAL OR HORIZONTAL.
SEE SUBSTRATE PROPERTIES,
j TABLE A, SHEET 1
EDGE DISTANCE
EMBEDMENT
1/4" MAX.
TYP. ANCHOR TYPE, EMBEDMENT AND / TYP. ANCHOR TYPE, EMBEDMENT AND
EDGE DISTANCE PER SUBSTRATE, SEE EDGE DISTANCE PER SUBSTRATE, SEE
TABLE A, SHEET 1 & NOTE 3, THIS SHEET TABLE A, SHEET 1 & NOTE 3, THIS SHEET
NOTES
1) DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS.
2) REFER TO ANCHOR NOTES, SHEET 1.
3) SEE SHEETS 11 & 12 FOR ANCHOR LOCATION & SPACING,
8 X 3/4" SMS REINFORCEMENT FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. DLO WIDTH = NOM. PANEL WIDTH - 8-9/16"
SCREW; 3 PER RAIL, LOCATED AT 4) CONTINUOUS ANCHOR PLATE, ITEM #8, IS REQUIRED AT DLO HEIGHT = DOOR HEIGHT - 11-1116"
1 CENTERLINE AND 9" FROM ENDS ALL FRAME ANCHOR LOCATIONS. PANEL HEIGHT = DOOR HEIGHT - 2-112"
FACTORY INSTALLED) 5) SEE SHEET 20 FOR SCREEN DETAILS.
6) SEE TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS.
PANEL ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL
HEIGHT SILL RISER
LENGTH OF THE EXTRUSION. REFER TO TEST REPORTS FOR
EXACT DIMENSIONS.
VARIES WITH
REQUIRED
POSITIVE
DESIGN
PRESSURE,
SEE SHEETS
7 & 8. 390-, -
390
SHOWN 7
1.793
j #43-45 AlSO APPLY'.823 T 2,W7
1.917
060
2-1/2" =TOTAL 060-- -
SILL HEIGHT SILL RISER
0az (2-1/2"TOTAL
SILL RISER
431(3-1/2"TOTAL
a,— SILL HEIGHT) SILL HEIGHT)
EDGE TYP. ANCHOR TYPE, TYP. ANCHOR TYPE, U K3- DISTANCE EMBEDMENT AND
EDGE DISTANCE
PER SUBSTRATE,
2X WOOD BUCKSTRIP OR_
FRAMING, SEE ANCHOR
NOTE 3, SHEET 1
EMBEDMENT AND
EDGE DISTANCE
PER SUBSTRATE, 1070 TECHNOLOGY DRIVECONCRETE/CMU
PER ANCHOR DETAIL F1
REQUIREMENT INTO MASONRY
SEE TABLE A,
SHEET 1 & NOTE 3,
THIS SHEET
DETAIL F2
INro w000 _
SEE TABLE A,
SHEET 1 & NOTE 3,
THIS SHEET
N. VENICE, FL 34275
941)-480-1600
CERT. OF A ITH. #29296J
390 _-
390
2.947
2.370
4.04113.464
060 _ .060 - -
as SILL RISER 45, SILL RISER NY LY/1j4-1/16" TOTAL-(4-5/8" TOTAL •t`•'
1GENg
y ':,
SILL HEIGHT) SILL HEIGHT) Pam,•'' F !
VINYL SLIDING GLASS DOOR FPA
INSTALLATION, VERTICAL X-SECT
NTS 1 4 OF 25 lg £
No.58705
0': TO F( 1_ J3-411
ONAL,o,,
J ROSOWSKI
A. LYNN MILLER, P.E.
P.E.# 58705D5470.7 g
INTERIOR
INTERIOR
i
V
EXTERIOR \\
135°
DETAIL G1
135°
Fn
OF
INSIDE CORNER
R
ZJ \
7J 0 0
2510R`261 -- (69
18.5" O.C. INTERIOR — i -/t9 1 96 jMAX 3.5" O.C. 33 \``
i SEE SHEET 19
o I INTERIOR I DETAIL H2
V96: MAX9O.
C. Q ._ _
EXTERIOR
SEESHEETET19 OUTSIDE CORNER 90*
O
tc•
P
i al I k - •`{
39
1 (25,'
OR`26 —, 1
IIn]
q _
94MAX185" O.C. \III { I ! of J EXTERIOR
DETAIL
H1 90'
INSIDE
CORNER 1
90°
EXTERIOR
L
1 u 41)
MAX
18.5"O.C. g4 - - 40 -
J / INTERIOR (( _-.
E5
tSEE
SHEET 9 o
EXTERIOR
r'
0 135°
r INTERIOR
L\
OR 2 r ' NOTES
1)
DETAILS APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. LLL]]]
2) SEE SHEETS 14 & 15 FOR ANCHOR LOCATION & SPACING, FOR ANCHOR QUANTITIES,
SEE TABLES 1 & 2. 1 ...77
3)
CORNER ASTRAGAL MAY BE EITHER TO THE INTERIOR OR EXTERIOR, \,` pNY.LYNN s —
a DEPENDING ON CONFIGURATION. a, ICENgF % LQ: F , DETAIL
G2 MAX 18.5" O.C.16 j EXTERIOR - - ! - * N0. 58705 - MAX 3.
5" O.O, VINYL SLIDING GLASS DOOR FPA ; 3/24/16 _ 735° SEE
SHEET 19Q i / OUTSIDE CORNER
69-/ / y 1 - _ CORNER ASTRAGALHORIZ. X-SECT. m l J ROSOWSKI / SLAT 1070 TECHNOLOGYS/
N. VENICE,
FL 34275 ! gl $ ALIe 941 )-480-
1600 __.__ $ —_ A. LYNN MILLER. P.E. CERT.OFAUTH.#
29296 'SGD-5470 11 50F25 jf FPA-SGD547o.2ggl P.E.N58705
I
OPTIONAL NON-
STRUCTURAL
ANCHORS FOR ----
INTERIOR POCKET
j JAMB
INTERIOR POCKETS MUST
INCLUDE A NON-STRUCTURAL
DETAIL 11
1
I INTO MASONRY
INTERIOR
wTHIS
FIG
ETA( ` / \ \
FRAME JAMB TO REDUCE THE
L 10
r,
POSSIBILITY OF WATER j 2
INFILTRATION. II 1/4"MAX.
d
r
POCKET BY OTHERS, SEE
NOTE 6 BELOW. ----, EXTERIOR
EMBED-
MENT
OPT.
ANCHOR
TYP. ANCHOR TYPE, EMBEDMENT \\ CONCRETE/CMU
AND EDGE DISTANCE PER_ j EDGE PER ANCHOR
SUBSTRATE, SEE TABLE A, SHEET 1
DISTANCE REQUIREMENT
NOTE 3, BELOW
INTERIOR POCKET
DETAIL 12
INTO MASONRY
EDGE
TYP. ANCHOR TYPE, EMBEDMENT r DISTANCE
AND EDGE DISTANCE PER_ /
SUBSTRATE, SEE TABLE A, \
SHEET 1 & NOTE 3, BELOW l
MENT nnoEMBED
EXTERIOR
JZ 1/4" MAX.
i
SEE FIG 1, /\
THIS SHEET1-)
TYP. ANCHOR TYPE, EMBEDMENT
AND EDGE DISTANCE PER
EXTERIOR POCKET
CONCRETE/CMU
PER ANCHOR
REQUIREMENT
OPT.
ANCHOR
FOR DOOR HEIGHTS 96" AND LESS:
FOR DOOR HEIGHTS OVER 96"
of-\ sTl2t9"
MAX. O.C.
I
d
METAL TYP., ANCHOR LENGTH SUBSTRATE, SEE TABLE A, SHEET 1
TO BE A MIN. OF 3 THREADS--\ & NOTE 3, BELONG
BEYOND THE METAL SUBSTRATE EDGE --
2X WOOD SEEBUCANCHOR OR
FRAMING,
SEE ANCHOR DISTANCE
NOTE 3, SHEET 1 EDGEOPT.
ANCHOR DISTANCEJ= '- j /— OPT. ANCHOR INTO
METAL EMBEDMENT r,,'1-7)OPT. _.. - OPT. EMBEDMENT
T rI DETAIL 14 1/
4" MAX. MAX. EXTERIOR
j
C10- / SEE FIG THIS
SHEET T / SEEFIGI,//
d 31r d THIS
SHEET 1`% 30 EXTERIOR 82
22'
EXTERIOR
POCKET LYIVVNcsFEXTERIOR POCKETENNPTESVINYL
SLIDING GLASS DOOR FPA 3/24l16 1) DETAILS
APPLY TO 2, 3 AND 4 TRACK CONFIGURATIONS. 1_______ * i NO. 58705 2) REFER
TO ANCHOR NOTES, SHEET 1. P-HOOK EXAMPLES, HORIZ. X-SECT. b j J ROSOWSKI p _ 3) SEESHEET13FORANCHORLOCATION & SPACING, FOR ANCHOR QUANTITIES, SEE TABLES 1 & 2. 4) SEE
TABLES 1 & 2 FOR REINFORCEMENT REQUIREMENTS. ® ; O ZSTA 5) INTERIOR
OR EXTERIOR POCKETS APPLICABLE FOR ALL INSTALLATION METHODS. 1070 TECHNOLOGY DRIVE 16) POCKET
WALL OR CAVITY IS NOT PART OF THIS APPROVAL AND IS TO BE DESIGNED BY OTHERS N. VENICE, FL 34275 ONAL AND REVIEWEDBYTHEAUTHORITYHAVINGJURISDICTION. (941)-480-1600 -- — — '" 1, 11`` g
j
A. l•JI`1%. aR', P.E. CERT. OF
AUTH. #29296 SGD-5470 NTS . 6 OF 25 FPA-SGD5470.2,6§ 1 P.E.a 58705
TABLE 1
Design Pressure (DP) and Anchor Quantities Required
Use this table for:
Astragal Reinforcement #29
Lockable Reinforcement #25 or #26
Std. Interlock Reinforcement #27
Door Unit Height
80, 96"
68-15116" DLO Height 72-15M6 DLO Height 84-15/16' DLO Height -
Anchor Group Anchor Group Anchor Group
A I B I C I D A I B I C D A I 8 I C I D
Design Pressure 60 / -60 psf 60 / -60 psf 60 / -60 ps/
19-118" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1
24' DLO
Width
Jamb 5 5 7— 5 5 5 5 5 5 5 5 5
P-hook 7 7 7 7 7 7 7 7 a 8 8 8
Design Pressure 60 / -60 psf 60 / -60 psf 60 / -60 psf
25-1/8" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1
30"
DLO Jamb 5 5 5 5 5 5 5 5 5 5 5 5
45 P-hook 7 7 7 7 7 7 7 7 8 8 8 8
Design Pressure 60 / -60 psf 60 / -60 psf 60 / -60 psf
c 31-118" Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1
a- 36" DLO
Width
Jamb 5 5 5 5 5 5 5 1 5 5 5 5 5
5 P-hook 7 7 7 7 7 7 7 7 8 8 8 8
0
Z Design Pressure 60/-60psf 60/-60ps1 60/-60ps1
37-1/8"
DLO
Head/Sill C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1 C3+1
42"
Width
Jamb 5 1 5 5 5 5 1 5 5 1 5 5 5 5 5
P-hook 7 7 7 7 7 7 7 7 8 8 8 a
Design Pressure 60 / -60 Psf 60 / -60 psf 60 / -60 psf
48"
431/6'
DLO
Head/Sill C3+2 C3+1 C3+1 C3+1 C3+2 C3+1 C3+1 C3+1 C5+2 C3+1 C3+1 C3+1
Width Jamb 5 5 5 5 5 5 5 5 5 5 6 5
P-hook 7 7 7 7 7 7 1 7 1 7 8 8 6 8
v
USED IN EXAMPLE ON SHEET 9
TABLE NOTES:
1) IF WATER INFILTRATION RESISTANCE IS REQUIRED,THE LESSER VALUES OF EITHER TABLE 1
AND TABLE B1 DETERMINES THE WATER LIMITED (+) DP.
2) IF WATER INFILTRATION RESISTANCE IS NOT REQUIRED OR OVERHANG IS PER FIG 1, A SILL
RISER IS NOT REQUIRED, OTHERWISE, +DP'S SHOWN IN TABLE 1 MAY BE USED.
3) SEE SILL RISER TYPES ON SHEET 4.
4) SHEET APPLIES TO 2, 3 AND 4 TRACK CONFIGURATIONS.
5) REFER TO ANCHOR NOTES, SHEET 1.
6) SEE SHEETS 11-16 FOR ANCHOR LOCATION & SPACING
ANCHORAGE TYPE PER SUBSTRATE REQUIRED TO ACHIEVE THE DESIGN
PRESSURE, USING THE ANCHOR QUANTIES LISTED BELOW. SEE TABLE A,
i SHEET 1 FOR COMPLETE ANCHOR LIMITATIONS.
THE MAXIMUM DP AT THESE ANCHOR QUANTITIES. ADDITIONALLY, THE
MAXIMUM POSITIVE DP DUE TO THE SILL HEIGHT MUST ALSO BE
CONSIDERED, SEE TABLE B1, THIS SHEET.
OF ANCHORS THROUGH THE HEAD & SILL. (EX: FOR C3+1, 3 ANCHORS
CLUSTERED AT PANEL MEETING POINT AND 1 ANCHOR REQUIRED AT
MIDSPAN OF PANEL).
TOTAL # OF ANCHORS THROUGH THE JAMB.
THE # OF ANCHORS REQUIRED THROUGH THE P-HOOK,
PERPENDICULAR TO THE GLASS. -
TABLE B1:
Water -Limited
Design Pressure
Sill
Riser
Nom. Sill
Height I Max. (+) DP
Allowed
None 1-11116'1 See Note 2
42 2-11T 38.7 psf
43 3-1/2" 60.0 psf
44 4-1/16"' 80.0 psf
45 4-5/8" 100.o pst
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
19411-480-1600
FIG 1
t DOOR ASSEMBLIES
INSTALLED WHERE THE
2w OVERHANG (OH) LENGTH IS
3:
EQUAL TO OR GREATER THAN
THE OVERHANG HEIGHT ISO
EXEMPTED FROM WATER
INFILTRATION RESISTANCE.
DLO WIDTH = NOM. PANEL WIDTH - 8-9/16"
DLO HEIGHT = DOOR HEIGHT - 11-1/16"
PANEL HEIGHT = DOOR HEIGHT - 2-1/2"
VINYL SLIDING GLASS DOOR FPA JAI 3/24/16
DP & ANCHOR QUANTITY TABLE 141 J ROSOWSKI
SGD-5470I1I NTS III 7 OF 25
oN cENSN I
No.58705
o
fONAL E `
rrhulllr,
A. LYNN MILLER, P.E.
P.E.tt 587D5