Window/Door Replacement - Residential Permit … Door Replacement...Window/Door Replacement - Residential Permit Guidelines (window to door / door to window) CGC, CBC, CRC or Owner/Builder

Window/Door Replacement - Residential Permit Guidelines (size for size)

CGC, CBC, CRC, Specialty aluminum Structural, Specialty Carpentry, Specialty Finish

Carpentry or Owner/Builder may apply for permit

• Miscellaneous application.

• Two (2) copies of floor plan/site or elevation plan showing location (locate windows by

number) – See attached sample

• Two (2) copies of window/door specifications and Florida Product Approval (make, model

and series; installation instructions – latest edition; description of proposed impact

protection – shutters)

• Two (2) copies of the U-factor/Solar Heat Gain Co-efficient (Required only if the value of the replacement work, materials & labor, exceeds 30% of the assessed value. If it does not exceed 30% the assessed value the U-factor/Solar Heat Gain Co-efficient is no longer required. This is to be determined during the review process not the counter)

• Two (2) copies of Window/Door/Shutter worksheet • Owner/Builder Affidavit (if homeowner). • NOC if value is $2500 or greater.

Description:

• Number of windows/doors being replaced

Route to: OFFICE USE ONLY

Building (POD)

Processing: OFFICE USE ONLY

• Type: Window/Door Replace

• Subtype: Residential

Inspections: 10

• Notice of Commencement (NOC) 20 • Miscellaneous Final (070)

Fees:

• Window/Door Replacement $113.00

• Surcharge YES

Expiration:

• Six (6) months

NOTE: Replacement windows and new windows installed in sleeping rooms are required to comply with the Florida Building Code for Emergency Escape and Rescue Openings for size; minimum clear height, minimum clear width and minimum opening area. For replacement windows the Florida Building Code Existing allows a maximum of 5% reduction in the clear opening dimensions of replacement doors and windows. Locations of bedrooms or sleeping rooms shall be noted on the floor plan.

3/11/2019 Page 222 of 235

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SAMPLE OF FLOOR PLAN SHOWING WINDOW/DOOR LOCATIONS

NOTE: Per Building Official, if more than 25% of the windows and/or doors in the home are being replaced and the windows/doors are NOT impact glass, the windows/doors are required to have shutters (3-20-09).

For product approvals for window and door, use the following websites:

http://www.floridabuilding.org/pr/pr_app_srch.aspx

Page 223 of 235

http://www.floridabuilding.org/pr/pr_app_srch.aspx

http://www.miamidade.gov/building/pc

http://www.miamidade.gov/buildingcode/pc-search_app.asp

http://www.miamidade.gov/buildingcode/pc-search_app.asp

Window/Door Replacement - Residential Permit Guidelines

(window to door / door to window)

CGC, CBC, CRC or Owner/Builder may apply for permit



number) – See attached sample





• Two (2) copies of Window/Door/Shutter worksheet

• Engineering ONLY IF the opening for the door is LARGER(wider) than the existing

window size. NO Engineering is required if the door is the same size (in width) as the

existing window being replaced and if all they are doing is opening the wall right

underneath the existing window.

• Owner/Builder Affidavit (if homeowner).

• NOC if value is $2500 or greater.

Description:

• Changing from window/door to door/window


Building (POD)


• Type: Window/Door Replace


Inspections:

• Notice of Commencement (NOC) 10

• Frame Rough (007) 20

• Miscellaneous Final (070) 30

Fees:

• Window/Door Replacement $113.00

• Surcharge YES

• Structural Miscellaneous $100.00

Expiration:

• Six (6) months

Page 225 of 235 03/11/2019

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NOTE: Replacement windows and new windows installed in sleeping rooms are required to comply with

the Florida Building Code for Emergency Escape and Rescue Openings for size; minimum clear height,

minimum clear width and minimum opening area. For replacement windows the Florida Building Code

Existing allows a maximum of 5% reduction in the clear opening dimensions of replacement doors and

windows. Locations of bedrooms or sleeping rooms shall be noted on the floor plan.


3/11/2019 Page 226 of 235


(new opening – window or door)

NOTE: If any additional work is being done in addition to the openings, then all of the

work would be covered under a remodel permit.

*Architectural/Engineered sealed plans required.

CGC, CBC, CRC or Owner/Builder may apply for permit



number) - See attached sample





• Two (2) copies of Window/Door/Shutter worksheet

• Two (2) copies of signed/sealed engineered plans.

• Owner/Builder Affidavit (if homeowner).

• NOC if value is $2500 or greater.

Description:

• Adding new opening for window/door


Building (POD)


• Type: Window/Door Opening


Inspections:

• Notice of Commencement (NOC)

• Tie Beam (006)

• Frame Rough (007)

• Miscellaneous Final (070)

Fees:

• Window/Door Replacement

• Surcharge

• Structural Miscellaneous

Expiration : • Six (6) Months

3/11/2019

10

20

30

40

$113.00

YES

$100.00

Page 228 of 235

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NOTE: Replacement windows and new windows installed in sleeping rooms are required to comply with

the Florida Building Code for Emergency Escape and Rescue Openings for size; minimum clear height,

minimum clear width and minimum opening area. For replacement windows the Florida Building Code

Existing allows a maximum of 5% reduction in the clear opening dimensions of replacement doors and

windows. Locations of bedrooms or sleeping rooms shall be noted on the floor plan.

Last Rev.

Page 229 of 235

Florida Building Code Online Page 1 of 4

BCIS Home [ Log In I User Registration Hot Topics I Submit Surcharge I Stats & Facts

~ Product Approval ~ USER: Publlc User

Product Approval Menu > Product or Application Search > APPiication list > Application Detail

FL#

Application Type

Code Version

Application Status

Comments

Archived

Product Manufacturer

Address/Phone/Email

Authorized Signature

Technical Representative

Address/Phone/Email

Quality Assurance Representative

Address/Phone/Email

Category

Subcategory

Compliance Method

Florida Engineer or Architect Name who developed the Evaluation Report

Florida License

Quality Assurance Entity

Quality Assurance Contract Expiration Date Validated By

Certificate of Independence

Referenced Standard and Year (of Standard)

Equivalence of Product Standards Certified By

Sections from the Code

FL7630-R6

Revision

2014

Approved

□

Therma-Tru Corporation

118 Industrial Drive Edgerton, OH 43517 (419) 298-1740 [email protected]

Rick Wright [email protected]

Exterior Doors

Swinging Exterior Door Assemblies

-r'lACA-L t)DOR $0bM\11AL

Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received

Lyndon F. Schmidt, P.E.

PE-43409

National Accreditation and Management Institute

12/31/2018 Ryan J. King, P.E.

0 Validation Checklist - Hardcopy Received

FL7630 R6 COi CERTIFICATE OF INDEPENDENCE.pdf

standard Ye.a.r AAMNWDMA/101/I .S.2/A440-05 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002

https :/ /www.floridabuilding.org/pr/pr_ app _ dtl.aspx?param=wGEVXQwtDqsrGs9vbZHHs... 10/6/2017

www.floridabuilding.org/pr/pr

mailto:[email protected]

mailto:[email protected]

Florida Building Code Online

Product Approval Method

Date Submitted

Date Validated

Date Pending FBC Approval

Date Approved

Summarv of Products

Page 2 of4

Method 1 Option D

06/13/2015 06/28/2015

07/05/2015

08/18/2015

FL # Model, Number or Name Description

7630.1 a. "FiberClassic", "SmoothStar", 8'0 "Impact" Glazed Fiberglass Single Door - lnswing or "ClassicCraft" and "ClassicCraft Outswing configuration (X) Rustic"

Limits of Use Insta llation I nstructions Approved for use in HVHZ: No FL.7!iJQ R!i II INST 7630.1.Qdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 I mpact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7630.1 for Design Pressure Ratings, any F!.7!iJQ R!i AE EVAL 72J0. l.11df

additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For FiberClasslc and SmoothStar doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or painted within six months of installation.)

-7630.2 j b. "FiberClassic", "SmoothStar", 8'0 "Impact" Glazed Fiberglass Single Door with sidelite -

"ClassicCralt" and "ClassicCraft I nswing or Outswing configuration (OX or XO) Rustic"

,,

Limits of Use Insta llation Instructions Approved for use in HVHZ: No FL72JQ R!i II Inst 7630.2.Qdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Eva luation Reports Other: See INST 7630.2 for Design Pressure Ratings, any F1.7!iJQ R!i AE EVAL 72JQ.i.11df

additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For FiberClassic and SmoothStar doors and sidelites, this product approval requires the use of "J" part numbers for these doors and sidelites, which have been stained or painted within six months of installation.)

7630.3 c. "FiberClassic", "SmoothStar", 8'0 "Impact" Glazed Fiberglass Single Door with sidel ites -"ClassicCralt" and "ClassicCraft Inswing or Outswing configuration (OXO) Rustic"

Limits of Use Installation Instructions Approved for use in HVHZ: No FLZ!iJQ R!i II Inst 7!iJQ,J.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7630.3 for Design Pressure Ratings, any FL7!i3Q R!i AE EVAL 7§J0.J.11df

additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For FiberClassic and SmoothStar doors and sidelites, this product approval requires the use of "J" part numbers for these doors and sidelites, which have been stained or painted within six months of installation.)

7630.4 d. "FiberClassic", "SmoothStar", 8'0 "Impact" Glazed Fiberglass Double Door - Inswing or "ClassicCraft" and "ClassicCraft Outswing configuration (XX) Rustic"

Limits of Use Installation Instructions Approved for use in HVHZ: No F!.72JQ R!i II INST 76JQ.4.11gf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 7630.4 for Design Pressure Ratings, any FL7!iJQ R!i AE EVAL 7!iJQ.4.Qdf

additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (For FiberClassic and SmoothStar doors, this product approval requires the use of "J" part numbers for these doors, which have been stained or pa inted within six months of installation .)

7630.5 e. "FiberClassic", "SmoothStar", 8'0 "Impact" Glazed Fiberglass Double Door with sidelites -"ClassicCraft" and "ClassicCraft lnswing or Outswing configuration (OXXO) Rustic"

Limits of Use Installation Instructions Approved for use in HVHZ: No FLZ!iJQ R!i II Inst 7!iJQ.S.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409

https ://www.floridabuilding.org/pr/pr_ app _ dtl .aspx?param=wGEVXQwtDqsrGs9vbZHHs .. . 10/6/2017

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Glass Des1gnat1on (In) Daylight Opening {ln2)

1" IG 2A Low-E

Low-E

1" IG 2B Low-E

Lo'N-E

1" IG Triple Pane

Arborwatch™ Homeward™

VillaQer™ Arcadia™ Ashurst™

Bena™ Provincialn.1

Longford"' Cambridge™

Lucernaru Zaha™ Privacy

1" IG with Internal Wrought Iron Dividers

AugusUne® Borrassa™

3/4" IG 2A Low-E

Low-E

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LO'H-E

3/4" IG Triple Pane

ArborwatchTM

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Homewardn' VillaQern• Arcadia™ Ashurst™

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Cambridge™ Luceman.i

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, Solid Panel (includes all embossed paneling designs)

S J:VI -. "IM IU

Glass Des Daylight Opening {m2) 1228 1495 1203 1495 1203

1"1G2ALow-E .27/.18 .27/.18 .27/.18 I Low-E 02381-00001 02381-00001 02381-00001

X I X I X

1" IG 2B Low-E .27 / .16 .27 / .16 .27 / .16 02382-00001 02382-00001 02382-00001

Ir;1r--------.1:..:IG:-:T:-:rip-.l-e:P:-a-ne_..:L::::ow-=E----t-----+.---:_2;;,7~~;--_;;:30;;-+--.2;;:7;l,~_-:::3-:f/L+--_-=21=1:-, -=_3:::0XL+------l------'----_J

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THERMA TRU® THERMA TRU DOORS

l l 8 INDUSTRIAL DR., EDGERTDN, O H 4351 7

iMOOTH STAR", "FIBER CLASSIC", SIC CRAFT" & "CLASSIC CRAFT RUSTIC" LAZED FIBERGLASS SINGLE DOOR w/ SIDELITE

INSWING I OUTSWING 5: (.'.)"IMPACr' :cill

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Jc/ hos been evoluoled and is in compfionce with the 5th Edition (2014) Florido Building ><"( <

CJ structural requirements excluding the 'High Velocity Hurricane Zone" (HVHZ). < ~ 6 ~ C, a;mchors shall be as fisted and spaced as shown on details. Anchor embedmenf to base 0-

;hall be beyond wall dressing orstucco.

id in areas requiring wind bome debris protection this product complies with Section ,( the FBC and does not require on impact resistant covering. This product meets missile nd includes Wind Zone 4 as defined i.1 ASTM E 1996 and Section 1609.1.2.2 of the FBC.

d framing construction, anchoring of these units shall be the same as that shown for 2x onry construction.

ilions that deviate from the defoils of this drawing require further engineering analysis by a

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TABLE OF CONTENTS DESCRIPnON Typical elevations, design pressures & general notes Smooth Star door/sidelile panel & glazing details FiberClassic door/sidelile panel & glazing details Classic Craft/Classic Craft Rustic door/sidelite panel & glazing details Horizontal cross sections Verlicat cross sections Vertical cross sections Buck & frame anchoring• 2X buckmasonryconstruction Frome on choring • IXbuck masonry construction Components

SWING

INSWING

O UTSWING

OVERA LL FRAME

DIMENSION

76.25" X 98.00"

76.25" X 96.75"

OVERALL D'.l.O. DOOR / SIDEL/TE

DIMENSION

21.00" X 78.75"

21.00" X 78.75"

DESIGN PRESSURE (PSF)

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+50.0

+50.0

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SILL SILL -r•,-r~ I I I 11

.:•'\

FRAME ANCHORING Mosofll)'2X buck conslruclion

LATCH & DEADBOLT DETAIL

t

t ~ g

f I i ! I I i !.: ~

! ! i,i

&

TTEM DESCRIPTION A IX BUCK SG >.a 0.55 B 2X Allr-r tr.: >.a n H

C MAX. I /4" SHIM SPACE D I 14" X 2-314" PFH ELCO OR rrw CONCREJE SCREW

MASONRY - 3,000 PSI MIN. CONCREJE CONFORMING TO ACI E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F I /4" X 1-314" PFH rrw CONCREJ'E SCREW H I /4" x 3-114" PFH rrw CONCREJI: SCREW I I /4" X 2-1 /4" PFH rrw CONCREJ'E SCREW J I /4" X 3-3/4" PFH rrw CONCRETE SCREW K #BX 2-J /2" PFH WOOD SCREW L # 10 X 2-1 /2" PFH WOOD SCREW M #9 X 2• I /2" PFH SCREW N IX MUWON REINFORCEMENT (SG >= 0.42/ I EXTERIOR LITE FRAME 2 INTERIOR LITE FRAME 3 LITE FRAME TRIM 4 #J0X l-lf2"PFHSCREW 7 MEDIUM REACH COMPRESSION WEATHERSTRIP 8 LONG REACH COMPRESSION WEATHERSTRIP 9 4" X 4" HINGE .09r THK. JO #IO X 314" PFH WOOD SCREW /HINGE TO FRAMEI 12 # 10 X 2" PFH WOOD SCREW 17 PASSAGE LOCK - KWIKSET SIGNATURE SERIES 18 THRESHOLD OUTSWING 19 HEADER JAMB I PINE) SG >= 0.42 20 SJDE JAMB IPINEI SG >= 0.42 21 DEADBOLT - l<WIKSET SJGNAJURE SERIES (780) 22 INSWING SIDELITE ADAPTERS 23 OUT'SWING SIDELITE SPACER 24 S/UCONE CAULK 27 LATCH STRIKE Pl.ATE 28 DEADBOLT Pl.ATE 32 DOOR BOTTOM SWEEP 33 INSWING THRESHOLD ITI-IERMA-TRUJ 34 INSWJNG THRESHOLD CS ADJUSTABLE 35 INSWJNG THRESHOLD ADJUSTABLE 36 INSWING THRESHOLD ADJUSTABLE 37 INSWING THRESHOLD SELF ADJUSTABLE 38 INSWING THRESHOLD IMPERIAL

NOTE: WOOD DOOR COMPONENTS: PINE OR OAK (SG >= 0.42)

SILL OF MAJHJAI.S MATER/AL TTEM DESCRIPTION WOOD 40 FIBERGLASS uuOR PANEL. SMOOTH STAR Wf">f">D 41 FIBERGLASS SMC SKIN MIN 0.065" THICKNESS WOOD 42 IUl'RAIL

S'TEEL 43 LATl..M SIJLE 44 HINGE STILE

CONCREJ'E 45 i,uTTOMRA/l

S'TEEL 46 POLYUREJHANE FOAM CORE - I. 9 LBS. DENSITY

STEEL 50 FIBERGLASS DOOR PANEL - FIBER CLASSIC STEEL 51 FIBERGLASS SMC SKIN MIN 0.06S' THlCK.Nfil

STEEL 52 TOP RAIL STEEL 53 lA/LH~/11.1;

STEEL 54 HINGEmLE STEEL 55 BOTTOM RAIL

WOOD .56 l'ULYUREJHANE FOAM CORE - I. 9 LBS. DENSITY

ALUMINUM 60 FIBERGLASS DOOR PANEL - CLASSIC CRAFT & CLASSIC CRAFT RUSIJC ALUMINUM 61 t-ltltKGLASS ™C SKIN MIN 0.IMI' THICKNl-55

PVC 62 TOP RAIL STEEL 63 LATCH STILE FOAM 64 HINGE STILE FOAM 65 BOTTOM RAIL STEEL 66 1 ,-uLYu1<1:1nANE FOAM CORE - I. 9 LBS. DEN'S/TY

S'TEEL 70 FIBERGLASS SIDELITE PANEL- SMOOllfSTAR STEEL 71 SIDELITE STILE S'TEEL

ALUM./WOOD WOOD WOOD STEEL PVL

PVC SILICONE

STEEL STEEL PVC

ALUM./WOOD AWM./COMP. ALUM.{COMP. AWM./COMP. ALUM./COMP. ALUM.{COMP.

,,,,, +:, ~ ,.,, MATERIAL ~ ·····t-·· ~--s-,•··· ~ - g~t ;~ SMC -:,::

COMPOSITE =u= :: (/): . WOOD/LVL ~.1. .... i ~

WOOD ~ >·• .• COMPOSITE .... ,. •·•········

FOAM ,,,,, iC P'i

''""'"' SMC

COMPOSITE WOOD/LVI.

WOOD COMPOSITE

FOAM

SMC COMPOSITE WOOD/LVI.

WOOD COMPOSITE

FOAM -

WOOD

~ ,, ,,.. . ~ ... ••• ~ W)

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o,.n:, 5/20,08 5CAl£: N.T.5. D'WC. B"f': AL CHI<. ..,, LFS DRA.'MNC NO.:

Fl.-76.J0.2

SMEIT II o, II

u ! a ► z ~ ~ z 0 0 C z c -;; i ii ~ 0 0 N

0

Building Code Online Page I of 3

-- SAm7L~ -,lllAID4 0111Alnl,CHJ c,

Business & Professional Regulation BCIS Home Log I n User Registration Hot Topics Submit Surcharoe Stats & Facts Publications FBC Staff BCIS Site Map Unks Search

dP~r ~ Product Approval ~ USER: Public User ·1'\~tAL Pr9ll11Cl t,pprov~I Menu > Product or AppUcation Search > AQPUCfltlOD l lSt > Applic.ition Detail \J \~DD\J FL #

Application Type

Code Version

Application Status

Comments

Archived

Product Manufacturer

Address/ Phone/Email

Authorized Signature

Technical Representative

Address/Phone/Email

Quality Assurance Representative

Address/ Phone/Email

Category

Subcategory

Compliance Method

Certification Agency

Validated By

Referenced Standard and Year (of Standard )

Equivalence of Product Standards Certified By

Fl1435-Rl9

Revision

2014

Approved

S-J'GM\11~L *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.

PGT Industries

1070 Technology Drive North Venice, FL 34275 (941) 486-0100 Ext 22318 [email protected]

Jens Rosowski [email protected]

Jens Rosowski

1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 [email protected]

Windows

Single Hung

Certification Mark or Listing

Keystone Certifications, Inc.

Steven M. Urich, PE

./ Validation Checklist - Hardcopy Received

Standard AAMA/WDMA/CSA 101/l52/A440

AAMA/WDMA/CSA 101/l52/A440

AAMA/WDMA/CSA 101/l52/A440 ANS!/AAMA/WDMA 101/1.S.2/NAFS

ASTM El886 ASTM E1996 ASTM E283

ASTM E330

Tuill: 2011

2005

2008 2002

2005 2012 2004

2002

https://floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbCUITKel20DuttT ... I 0/4/20 17

a Building Code Online

1435.6 SH-5500

its of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/ A Other: Please see the Installation I nstructions for design

pressure, size and anchorage informat ion.

FL1435 R19 AE SH-5400 Evaluation.pdf Created by Independent Third Party : No

WinGuard Vinyl Single Hung Window

Certification Agency Certificate Fl 1435 R19 C CAC SH-5500 Certification.pdf

Quality Assurance Contract Expiration Date 10/01/2018

Installation Instructions FL1435 R19 II SH- 5500.pdf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R19 AE SH-5500 Evaluat ion.pelf Created by Independent Third Party: No

~ :: 2601 B1i11cstone Road Tallahassee Ft 32399 Phone· 850-487-1824

Page 3 of 3

The state of Florlda Is an AA/EEO employer. Coovciaht 2007-2013 State of flocida : : Privacy Statemc:nt :: Access1b11jty Statement : : Refund Statement

Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a publlc-rec.ords request, do not send electronlc mall to this entity. I nstead, contact the offlce by phone or by trad itional mall. If you have any questions, please contact 850.487.1395. •Pursuant to

Section 455.275(1), Florida Statutes, effective October 1, 2012, llcensees Hcensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls 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 avallable to the pubUc. To determine lf you are a licensee under Chapter 455, F.S., please cl!ck ~ -

Product Appr oval Accepts:

~~~~El

Credit Card Safe

securityMnR1cs·

https://fl oridabu i ldi ng.org/pr/pr_ app _ dtl .aspx?param=wGEVX QwtDqsbCUITKel20DuttT ... I 0/4/20 17

DECADES r~oon:cnou . •~Tl::tfNGtH

www.pgtindustries.com

Line# Item Description

0001 MUL Tl-PART MULTI-PART UNITS

Sales Order#

PO Number:

Job Name:

Job Address:

Quantity

\J l LL :J\--\OU ~NER-0 '{ 1=f:~<f0~1\N,c.E, A~D Dlz.St01'.\ f12£ ':h L.) RE/J

1076463

KNIGHT

NONE

Location

FRONT DEN (1 .00) 36.X98.5X.,5500,SGLS,MTCH COL,W, .625FLANGE

Ordered: 2.00

PO Number:

0001 (2.00)

0001 (3.00)

BEGIN MODEL SET 001: ::::::::::::: Combination Configuration: SGLS Unit 2: PW5520 Frame Type: .625FLANGE Send Mull(s): Y Size Slection: ACTUAL Height: 98.5000 Frame Color: White Boxing Options: N

SHSS00 VINYL SINGLE HUNG 550/ MULL EXT/INT COVERS & CLIP SET,.,36.X74.75X.,STD,5/8" FL,W,EQUAL,7/8 LIG,CL,ARG,SB 70XL,NO GRID,DBL,SWEEP,1816K,CMFRT LFT HNDL,LFT RL, .x.

Certification Type: AAMAA440 Vent Configuration: EQUAL Size Selection: CUSTOM Height: 74 3/4 Rough Masonry: 37 3/4 X 75 3/4 Egress: 31 3/4 X 28 15/16 (6.387 SQFT) Does unit need to meet Turtle Code: NO

Ordered: 2.00

Series: 5500.0000 Unit 1 (Bottom Left Unit): SH5500 Continuous Shape Multi-Part: N Assembly Options: MTCHCOL Mull Part Selection: MULUCVR/CLPS Width: 36.0000 Horizontal Mull: 1.25X3.25X.100 Glass Color: CL

FRONT DEN

Frame Type: .625FLANGE Window Style: STD Size Ref: ACTUAL Actual Size: 36 X 74 3/4 Wood Frame: 36 1/4 X 75 Frame Color: White

Glass: 7/8" LIG (1/8 AN - 7/16 ARG -5/16 AN/AN Argon Gas: ARGON

Glass Family: Laminated Insulating Interlayer Type: PVB090 Glass Color: CLEAR

.----;➔ Low E: ENERGY SHIELD MAX Grid Type: NO Grid Screen Frame Type: EXTRUDED Vent Latch: N Lift Rail: Y Lock Type: Sweep Latch Ace Glass Breakage: N Vent Ht: 37.0180

----=) PositiveDesignPressure: 50.0000 PANumber: FL 1435 CondensationResistance: 59.0000

---"'>.➔ SolarHeatGainCoeff: 0.2100 VTCOG: 0.6300

PW5520 PW5520 VINYL PICTURE WINDOW MULL EXT/INT COVERS & CLIP SET,.,36.X22.5,5/8" FL,W,7/8 LIG,CL,ARG,SB 70XL,OUTSIDE GLZ,NO GRID,.x.

Privacy Glass: NONE Screen Type: 1816 Charcoal Boxing Options: None Comfort Lift: Y WOCD: N Rein!. Upgrade: None Upgrade Hardware Finish: N CAR#: 190-285/1028

~ NegativeDesignPressure: 50.0000 EnergyStar: 123.0000

•➔ UF: 0.2900 VT: 0.4800

Ordered: 2.00

Print Date 9/5/2017

Page 1 of 6

FRONT DEN

7 B, SEE SHEET 3 I I

12• 1.tAX.

-+· 17.867* MAX. O.C.

_ _j_

MAX. BUCK

,

,l / Q

A 13.773" MAX. O.C .

..1.

ELEVATION FOR TYP. EQUAL LEG FRAME.

MAX. BUCK WIDTH SEE TABLE 1

B.SEE

SHEET 3 _ _jE~~=='9i==='9===\lJ A.SEE

SHEET 3

/ --r HEIGHT SEE

TABLE 1

10· M/\X. O .C. 'Lf --½

~

t 13.773" MAX. 0.C.

B

EQUAL-LITE CONFIGURATION

GENERAL NOTES: SERIES 5500 IMPACT RESISTANT, VINYL SINGLE HUNG WINDOW --

1) THIS PRODUCT HAS BEEN DESIGNED 8 TESTED TO COMPLY WITH THE REQUIREMENTS OF me FLORIDA BUILDING CODE.

2)ALL WOOD BUCKS LESS THAN 1-1/2" THICKARE TO BE CONSIDERED 1X INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUSSTRATE W OOD BUCKS D EPICTED AS 2X ARE 1-1/2' THICK OR GREATER. 1X ANO 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK DESIGN ANO INSTALLATION IS THE RESPONSIBILITY OF TIIE ENGINEER, (EOR) OR ARCHITECT OF RECORD, (AOR).

3) ANCHOR EMBEOMENT TO BASE MATERIAL SHALL OE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENTEMBEDMENT. INSTALLATION ANCHORS SHOULD OE SEALED. OVERALL SEALING/FLASHING SlRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE OONE BY OTHERS AND IS BEYOND THE SCOPE OF 1 HESE INSTRUCTIONS.

4) MAX. 1/4" SHI\ IS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE TI,E PRODUCT IS NOT FLUSH TO TI-iE SUBSTRATE. USE SHIMS CAPABLE rn::: TRANSFERRING APPI.IEO LOADS. WOOD BUC<S. BY OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE l',SNOOW.

5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINOLOAOS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3',', STRESS INCREASE HAS NOT BEcN USED IN THE DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THATCOME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE.

'RM\1

M/\X. BUCK WIDTH _ SEE TABLE 1

28" MAX DUCK WIDTH 1 SEE TABLE 1 =-1

M fvl. . 1t . r-I ~1- r--1 [

2" M _ D,SEE " Mfvl.. 0.C.~ r--- 4

SHEET 4 ------~ C,SEE12'Ml'v'..

SHEET 4_j_

17.867" MAX. O.C.

I.. <"MAX.

SEEo.c. M/\X. BUCK E 1 HEIGHT SEE

r I

L

I Q

~

--

·1 /I I

I

,7-2" Ml'v'..

-

r I

I

I

-

I M/\X. B UCK HEIGHT

TABL

~10" M/\X. Of.

ELEVATION FOR TYP. FLANGE FRAME, PROVIEW/ORIEL CONFIGURATION

(COTTAGE SIMILAR)

TABLE 1·

Window Buck Size

Width

52-1/6"

52-1/8"

52-1/8"

52-1/8"

52-1/6"

52-1/8"

uCERT. OF AUTH. #29206

1070 TECHNOLOGY DRIVE ··-- -· - ·---

Height

64"

84"

91-13/16"

64"

84"

91-13/16"

Configuration

Equal-lite

Std. PraView

Custom Sash

Equal-lite

Std. PraView

Custom Sash

5 VINYL SH WINDOW FPA (IMP.-RESIST.) & 12/13/14

~ GENERAL NOTES & ELEVATIONS ~£

, ,:, ... .;,

-.i~ ... .J;g

Reinf. Level

R1

R2

TABLE 1

D

ELEVATION FOR TYP. FIN OR J-CHANNEL FRAME. EQUAL-UTE CONFIGURATION

(SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS)

Design Pressure

(+) psf

50.0

65.0

(·) psf

50.0

70.0

Certification (CAR) Number

190-285, 1028

190-286, 1029

SHAPES MAY BE USED BY INSCRIBING THE SHAPE IN A BLOCK ANO OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLE ON THIS SHEET.

2· ANCHORS INSTALLED THROUGH FRAME

Anchor Substrat, Min. Edge Distance

#10 SMS P.T. Southern Pine (SG=0.55) 7/16" (steel, 18-8 S.S. Steel, A36 3/8"

or410 S.S.) Steel Stud, A653 G<. 33 3/8" Max. DP of 50.0 Aluminum, 6003-TS 3/ff'

P.T. Southern Pine (SG=0.55) 9/16" #12 SMS

S teel, A36 3/8" (steel, 18-8 S.S.

Steel Stud, A653 G<. 33 3/ff' or410 S.S.)

Aluminum, 800l-T5 3/ff' 3/16" Ullracon P.T. Southern Pine (SG=0.55) 7/16"

(steel) Concrete (min. 2.85 ksi) 1· Max. DP of 50.0 Ungrouted CMU, (ASlM C-00) 2-112"

P.T. Southern Pine (SG=0.55) 1·

1/4" Ullracon Concrete (min. 2.85 ksi) ,. (steel) Ungrouted CMU, (ASlM C-90) 2-112"

Concrete (min. 2.85 ksi) 2-112"

P.T. Southern Pine (SG=0.55) 1·

1/4" Crete-Flex Concrete (min. 3.35 ksi) 1·

(410S.S.) Un grouted CMU, (ASThl C-00) 2-1/2"

Concrete /min. 3.35 ksil 2-112"

1/4" Aggre..Gator Concrete (min. 3.275 ksi) 1-112"

P.T. Southern Pine (SG=0.55) 1" (18-8 S.S.)

Unnmuted CMU, /ASlM C~O) T

WINDOW SHAPES AS SHOWN BELOW OR SIMILAR, MAY OE USED BY INSCRIBING THE SHAPE IN A BLOCK ANO OBTAINING DESIGN PRESSURES ANO ANCHORAGE FOR TtiAT BLOCK SIZE FROM THE TABLE ON SHEET 1.

--l WIDTH 1-- --l WIDTH 1--

lt?jI r~T " ... :c / § 1 I ~} l. l.

AADIUSTOP AACHTOP (EOUAl-lJTE SHO\\'U) (PROVJEWIOREL SHOWN)

TABLE 4· REINFORCEMENT TYPES

Reinforcement

Upper Ute lower lite Level Bot1om Bottom Side

Rall Top Rall

Rall Ralls

Rl 8 A A A

R2 C A A A

TABLE 3· ANCHORS INSTALLED THROUGH INTEGRAL FIN

Min. Min. Edge Min. Ernbedment

Anchor Substrate Dislonco Embedment

1.J/8" 0.050"

2-112" x .131" Common Nail P .T. Southern Pine (SG=.55) 9/16" 2-7116"

Max. OP ol 50.0

0.0346" (20 Ga.) 2-112· x .131" Ring-shank Nail P.T. Southern Pine (SG=.55) 9116" 2-7/16"

0.0713" (14 Ga.) 2-1 /2" x .145" Roofing Nall P.T. Southern Pine (SG=.55) 9/16" 2-7116" 1.J/8" P.T. Southern Pine (SG=.55) 314• 1.J/6" 0.050" #10SMS Aluminum, 606l-T5 3/6" 0.0713" (14 Ga.)

(steel, 18-8 S.S. 0.0346" (20 Ga.) or 410 S.S.)

Steel Stud, Gr. 33 316" 0.0346" (20 Ga.) 0.0713" ( 14 Ga.)

1.J/8"

1-3/ff' 1-1/4"

1.Jlff' 1-3/4"

1-1/4" 1.J/4" 1.J/8" 1.J/4"

1-1/4" 1.J/4"

ANCHOR NOTES:

I ) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.

2) PANHEAO. Fl.ATHEAO OR IIEXHEAO ARE ACCEPTABLE.

3) ANCHOR LENGTH TO BE SO THAT A MIN. OF 3 THREADS EXTEND BEYOND THE METAL SUBSTRATE.

Steel, A36 310" o.oso·

EXTERIOR

¢1

1.J/8'' 1.J/8'' TYP. GLAZING DETAIL 1-1/4" \ , D. GLA21 ~\0 -rife_ ------

I 7/B'NOM.

5/16" NA PVB -----<e-+-~

7/16" AIR SPACE

1/8" ANNEALED OR TEMPERED GLASS

DURASEAL, SUPERSPACER _...._._. ,/

OR CARDINAL XL EDGE

I 7/B"NOM. I 5/16" NA PVB ---<-..J--

3/8" AIR SPACE

3/16" ANNEALED OR TEMPERED GLASS

DURASEAL, SUPERSPACER _-1-4-.J

OR CARDINAL XL EDGE

GLAZING TYPES

PVB INTERLAYER MANUFACnJREO BY DUPONT INC. (AKA KURARAY AMERICA, INC.)

CERT. OF AUTH. #29296

1070 TECHNOLOGY DRIVE

j VINYL SH WINDOW FPA (IMP.-RESIST .) j 12/13/ 14

~ GLASS/ANCHOR OPTIONS i~ J ROSOWSKI

REINFORCENT TYPE A

H REINFORCENT TYPE B

REINFORCENT TYPE C

-j- EDGE DISTANCE

SHOWN INSTALLED

THROUGH IX BUCKSTRIP

FLANGE FRAME SHOWN

~

BUCK HEIGHT

7 OPT. SASH TOP LIFT RAIL

l OPT. SASH IBOTTOM LIFTJHANDLE/LOCK

NO ANCHORS REOUIREDIN Ft.ANGE OR EQUAL-LEG

FRAME SILLS

SHOWNSHOWN INSTALLED INSTALLED

THROUGH IX r~- EMBEOMENT BUCKSTRIP

OIRECTL Y TO

7 , ,-1 EDGE // JDISTANCE

=i·· EXTERIORI ~

FRAME SHOWN '-- ----------- BUCK WIDTH ------------i -'

HORIZONTAL SECTION A-A

Etl.BEDMENT SUBSTRATE

Iv, EDGE

DISTANCE

FLANGE I

ltJSTALLATION THROUGH EX~OR

THE FRAME, INTO METAL V

UCERT. OF AUTH. #29296

1070 TECHNOLOGY DRIVE N. VENICE, FL 34275 (941 )-480-1600

~

INSTALLATION NOTES:

1) SEE SHEET 1 FOR SPACING REQUIREMENTS. 2) SEE TABLE(S) ON SHEET 2 FOR ANCHORAGE ANO SUBSTRATE REQUIREMENTS. 3) MAX. SHIM THICKNESS TO BE 1/4'. 4) GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. 5) FIN ANO/OR FLANGE MAY BE REMOVED TO CREATE OTHER FRAME TYPES

VINYL SH WINDOW FPA (IMP.-RESIST.)

FLANGE & EQUAL-LEG/BOX FRAMES ~c!i "

"

j 12/13/14

J ROSOWSKI

~ t ,le ,3

;jl .

SH-5500 3 OF 4 ,\~ FPA-5500.0 &!!

',,,.,, ·,, 1; ;

''1 ,:•..·{ , ... ~ .. . ..

s:--·:.··._..-:~ >.

'··

I·•. {A~;'.,(• -~\\..:.:~/;.(~··:~/t

A LYNN MILLER, PE. P.E ti 58705

VERTICAL SECTION B-B -·--- - -

Window/Door Replacement - Residential Permit … Door Replacement...Window/Door Replacement - Residential Permit Guidelines (window to door / door to window) CGC, CBC, CRC or Owner/Builder

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