window/door replacement - residential permit … door replacement...window/door replacement -...
TRANSCRIPT
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
~ ~ vJ 5(::,\-.::) ~ l L..J==1
t--1, E:,R: ~n" DIN l:)f'.-_
, v.11"~ ~n-\ · L B/\Tbt
1· cN1lc) LIV bf?"
t I
' &AR. D \A! vJ
I I _._
'i w
l ct '7 {p
'
~AnFLE FLA}J
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
Window/Door Replacement - Residential Permit Guidelines
(window to door / door to window)
CGC, CBC, CRC 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
• 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
Route to: OFFICE USE ONLY
Building (POD)
Processing: OFFICE USE ONLY
• Type: Window/Door Replace
• Subtype: Residential
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
21 ~ ,>-1 $:::,\"::> ~
t-.-1.' ~ -· ., 5-~ .. · .. 1,
I W + \'/\ ~n~ - L 51-\Tb\- · , l
-~ilc) L IV bF-\ i
' ( &AR.· D \,.J
w - __ ,_ i w -t--'--, "is '] (_p
'
I ,, I l ·, ,.
~AMFLE FLAi--J
·'
Window/Door Replacement - Residential Permit Guidelines
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.
SAMPLE OF FLOOR PLAN SHOWING WINDOW/DOOR LOCATIONS
3/11/2019 Page 226 of 235
Window/Door Replacement - Residential Permit Guidelines
(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
• 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
• 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
Route to: OFFICE USE ONLY
Building (POD)
Processing: OFFICE USE ONLY
• Type: Window/Door Opening
• Subtype: Residential
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
2J L/ v-J w $::,\".:) :JJ
l I t==s· I'
t--1, ~ -· ., , I -~ )I
5-✓
, w . -'\ ;;, ~n~ . L
51-\Tbt , ~
J
i -t,~) L IV ~}2 r
~-.:
{ l
• t &AR. D \A}
'W -~- __ , __ I \J../ ,---.
. i <l '/ {p
,,
I _I
'5AMFLE. FLAJ--J
·'
SAMPLE OF FLOOR PLAN SHOWING WINDOW/DOOR LOCATIONS
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
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
C
L 0
~ 0
~ 5 ~
~
~ ~ -~ Lb Cl
;C. ..
;,,
~- ',
,:..
i.-•
,:
li1t:M.ll...'f'•r.Jijr•
NFRC Size Designation
Glass designs
m- - . . ...,
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
3/4" IG 2B Low-E
LO'H-E
3/4" IG Triple Pane
ArborwatchTM
,_
Homewardn' VillaQern• Arcadia™ Ashurst™
Benatv
Hammered Provincial™ Longford™
Cambridge™ Luceman.i
Zaha"'
'- £ r
D~
-
25x66 1599
.27 I .18 02381-00001
.27 / .16 { 02382-00001
.27 / .30 02355-00001
X X X X X X X X X X X X
.34 / .31 0235'>-nnno1
X X
r-ull L ite >1100 ln2
0 B B ) f:NQIZ.0'i ~ ~ ANCt
· , ,~ r 11'\U , , 1 1 r r V I - ,-, ' l . \ ,v......
D '----
25x42 991
.24 / .14 02326-00001
X .24 I .12
02327-00001 X
.24 / .23 02300-00001
X X X X X X X X X X X X
.29 / .23 02298-00001
X X
It
3/4 Lite <=1100 ln2
D '---
25x42A 965
.29 / ,23 02298-00001
X X
0 ~
25x42A 965
.29 / .23 02298-00001
X
'
• ,--;:-::;::;-;::--=-:-:--;:-:-:---"~:---:----::'Pnc:.:·•.::.ac:,Y-:-_:--_t-____ -t- ---- +-------+------l-----+---- _ji-___ _j Solid Panel (includes all flush paneling designs)
, 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
02355-00001 02355-00001 02355-00001 ArborwatchTM x
~ Homeward™ xx ;;,,; VillaaerTu
~ Arcadia"' XX~Ashurst™
Bella™ ncial™
X X
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
5:
< u, ~
u:J z~ ~ <
c:i >< "(
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
I 1,;/ I
X 0
0
I ;///
0
I 1,;/
I ;;/
I
I I
- - 11-- 0.75'
"SMOOTH STAR", "FIBER C LASSIC" "CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC"
engineer or registered architect.
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)
POSITIVE
+50.0
+50.0
NEGATIVE
-50.0
-50.0
0"' 0 a
:, Vl~s I<:>:;;erffi~;,:C: ,._a
UJ
"'0 ~~"' ~ii s
~~~~ (J
..,.
~(J en z 0 vi~::
-0
~
. 0 c50 "'" a::i 00... ...... "' f;l t:'t:' ~ cS Zs 0 Q. Q. ,.;0 :,:,
~ N"' "'
z~ <:>o i,;Z!:j_,
"'~ g~~ (l) 15:> do\!w U)
-J~\2 1):,
~ z
- >-c ~f". N ,.::: c5"'~"'"'<O !~ <O ~ z 0r-, N -~ LI
"""' 5/20,08 ~ §SCALE, N.T.S.1-- -==-~s
~"-"'-' ·_E!f_,_....c..AL=----1 m CHK. BY: LFS :i
ri ( FL-7630.7 , / fOAA>UlG NO., ~
~
.. 41f
#9 X 3"/'fH WS TYP. /4/ CORNERS
2,.00-MAX. I I0.LO., !
I
l I
0 cl
I ~
1-H-xf,tEB I
l I
I~ ~ ~·
! :::
2 .:. ' ·~~· 1 I I
~
I ~
'.f ~
f l ll
I I
I
l I
0 -! a
lttooo I /
l I
..-----
~
~
t ~
i ~ L
INTERIOR
m HORIZONTAL CROSS SECTION
m HORaONTAL CROSS SECTION
l"THK. GLASS
I/8" TEMPERED GLASS AIRSPACE S/32" ANNEALED GLASS 0.090"SAFLEX9 PVB INTERLAYER
I/8" ANNEALED GLASS
SWIGGlE GLAZING SPACER
@GLAZING DEl'A/L
r--1.54•' t-am:~~~{~>~ '~&---
', 1. /8"
Lll.54"1 ~- LI ~ ~
1-----,·---~
~
~' ·········· $'$-.•··· ::: .:,.·· ' ... ~.· ~
, J ~·r· ,.. >···-112 :r:fI I
. • " -~! ~ .
~ -~- £ -t,~·. "' ... .... ~.,...,., ·····•···•·•· ,,,, -tc p'I
'''''""" ,If
EXTERIOR INTERIOR
(f:)VERTICAL CROSS SECTION
• • ••
....
4 ·.
·. • · d
,,, ... ,,,,, ,, '?- ;
,, -········· ,.t~ $°~ .••• I ••• "ft,~ ~ NOTE: ~ ~ --· ~l: ··-.w-:. "'
EB "'
I ;;//
<7
~~:"/!/ ~ ; "\l~ ::i=:z:,\ ;,; ~ Ii :2: it,_I. Side61e assemblysaews /ocoled al EXTERIOR =g: ~ ,ti =. .?6"from eachendand 6m0te screws -;. .... z t/.... /s~ gO?I")Il equallyspaced /8 screws total perjamb). -:0 \),\ "I _.'.o.i~~ :s Sl -;;I ~ ) •·•• •"N'!f'~ ~ o f£? m / ;II ",.,., ........... k~,, ~ ~ ~ ~/ ,,, it ,,, l!: 5! .. 0 ,,,,,,,11,1 . !$ ol •: z
~ 0-<}:!! i,gzo• e.. 9 •.., 0. ti~ - o :;!!.
INTERIOR l"'~ iila:f~ 11 .: . :::::,,..,. E ~~ ~ lk ~
i:s 0 0
;.!5!£ ~~ 1·1/4" M!N. ~ ~~ t----t--EMB. {TYP.J all!~
"'0~4 HORIZONTAL CROSS SECTION ~ :cu5 Shown w/lXsub-buck tr·1~;
im 0~
~:;i
l l-l/4" M/N.
~ . EMB. {TYP.)
INTERIQ~
LL-J....l~ ...............~~ "-='-- • r· i:i il !,lb~~~ ~-~t,,,,-Jw;, . •.,.. .~ g' V
• • ~-.-t~"'I~~ ~~~~~~ ~~~~~ 1........ . ., _Ul'.LLL.Lli..UL..<CL..L.L~......., ~CL.L,C'-<..<.-<iof U pu::~..,._,_,~~ • • V . ~~~~ ~ • EXTERIOR EXTERIOR i..,,._._,.,_ . •I1
'J
:.1 . . y---~~ ---7 /4tJiltmltllliidl....11!14 70 -----
V \ U J \::_,I ,....,....ll'llldlll::--=:t:::-........_ •i . '-..../ ~ . .
I £ ® .i I--+--..--.......'-+.,__-+'. 20 ~~--.,.-~..,.~~ 4---'---",-1 •
~ . O'
! ..
~ i
e ~ 1.
0 0Ii; f.!~ I
2 r;'j~Iii"'Dloe tr: t; l'-~~~ ~ ~ ~ It) It)"'- -- ..,·~=~ co - co 0
"lN-~
..,.,52008 ffi • ..,..., N.T.S.
J ~ 1-1/4"MIN. -+----l v owe. BY, AL >- EMB. (rYP.) Oft<. .,, LFS
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION E ,,_ ,.,,, lnswing shown - Oustwlng also approved lnswing shown • Oustwing also approved lnswing shown - Ous!wing also approved ~-:;_s:,o~
1ii
R:\Olents\The!TT\a Tru PERMANEITT\Florida Product Approv3ls\FL·7630\0rawings\Current\FL-7630.1-.S.dwg, 6.2
0,. (n
,a 0 Q e ~ ?'-75 !II°' ~ ~ '" "' r
I:: 9 ;;i"'
() 2009 R.W.
~ ~
:,,. r
l· l /4"MIN.IEMB. (TYP.}
. .
l•l/4"MIN. ,___ _ __,_ EMB. (TYP, }
.. m
~ ~ z 6 4 15 CORRECT B.O.M.
:-1 1 29 15 UPDATE TO 5TH ED. y, 6 11 12 UPDATE TO 2010 FBC
DATE REVISIONS
i-----+- l· l/4"MIN. EMB. (TYP.J
PRODUCT: THERMA-TRU
GLAZED FIBERGI.ASS DOOR JK
2D l 4 FBC LFS PART OR ASSEMBLY: JK
VERTICALBY CROSS SECTIONS
..
l · l/4"MIN. EMB. {TYP.) - -+--- --,
·.
l·l/4"MIN. - -+------< EMB. (TYP.}
OoQumonll, Pn,pa~d Dy.~ ~•• STATE. OF .••~ ~
Lyndon F. Schmidt ~...~t ••-.~omOf:',••' ~ ,$'P.E. No. 434 09 ✓/ iS',S ........ •~ ,,
//1,,f,ONA\. ~\,'' ;/?_;WBUILDING CONSULT~!
1MP' P .O. Sox 230, Vclrico, fl 33595 Phono No.: 8 13.659.9197 FBPE C.A. No. 9813
BUILOING CONSULTANT~ I NC .
,., ti~rr~s-7
:.,
TYP.HEAD ASTRAGAL _J_ &JAMBS SHOWN FOR
REFERENCE ~[ ~g -r
I
BUC/C ANCHORING
har locations al the comers may be adjusted lo maintain /he min.
hor /acalions noledas 'MAX. ON CENTER" mus/ be adjusted lo nin. edge dis/once to mortarjoints, addifionol concrete anchors ed la ensure /he 'MAX. ON CENTER" dimension ore not exceeded. hortable:
ANCHOR SIZE
MIN. EMBEDMENT
MIN. CLEARANCE TO MASONRY
EDGE
MIN. CLEARANCE TO ADJACENT
ANCHOR
1/4" 1-1/4" 2" 4"
1/4" 1-1/ 4" 1· 4"
rINSTALJ.AUONNOTES: ..,;,_.,_ ~10" ,,..,,./,...,.. ,,./;,., ,..,..,..,.. I " ,,..,..,1,-1;,.1,..,..,..,.. II I",.. ,..
l
STRIKE JAMB
'CHOR NOTES:
1 to mortarjoints.
!:?
SEE HINGE DETNL
HINGE JAMB
,!;!g "'>-.., CD
u ~
" 0.. 0 V)-~ zeo 0
iii ~~~ ~ ~e~ a::
frl~l!!lE 1§ 1§ 0 "- Q.0:,:,
"'"'"'--- L,,J
" gi - ,_- <
co - ..,o
"'"' -~ "'"' 5 20 08
= N.T.S. DWG. B'I': AL QO(. B'I': LFS D.~WL~ NO.:
,;.: 0. ;z
~ 2 0 u 0 z ii., ; 0HINGE DETAIL j ri
,,,..,..,..;,..,.. ,..( ..
..:....
_;.
7 MASONRY OPENING
FRAME_/
2X BUCK
----,-..:,_
--~-~ 1=-r 6-~lb I I I I I I !o
7~ TYP. HEAD &
JAMBS
•~[
ufl :!: ci
J __j_
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)
\ -:. Cit r': ..!:cl~ ~!!~ ~r-,t· - . .. /,._i 8;;; ••~ ... ·co,,,
·~ ~ ~o~CD "" ,, =i >,..;a. ~,,,, ~ 0 CO 0
t 8 ::l ·:" • 0-< 1:2 i~zo ES - "'• tl ~oar .. -~ ~.:if~ i~.; ~ E o:Z:
l!~ ~ c,:
§ ~ ::,"' e:s ~
I~ ~ ~ ~~ ., "-
!!le.: a o ~ ;.!
gl ~ a: CD 0
~ <> i 0.
~ ~ "'>-"'>al
0
~ ,_ .... 0 l~o
V)
s~ z 0 iii
~~o 15 oonN
~~e "' l.l!!!I!! Q: ~ ~ I!; Q, o:,:,
"'"' "' '-~ "w - I-, ::t"' ,c§ .. ~ "' "'"' -~
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 -·--- - -