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HomeMy WebLinkAboutBuilding Permit Application ALLAPPLICABLE WO AfiUST$E COMPLUM Foat PTO WAC&PtM
-Date: Per�itAi�tnle: 10r) .0109
jjPe
Planning an Ion
Building and t?i?gr�lri t?ivisi_an =`_ - l
2300 I irginiaAvenue,Fort4Piette
Phone.{772}462-1553 Fax:M 4621578 '.iCommerdal Residential
PERMIT APPLICATION FOR: To Select frn dkopbox,Nick avow ate end of line
•sue- ::�.-:-�. i �! -
"aaaress;�`? ��sa S ©ctAW �i� �•QlZ,1 _ - I - - - --
Legal Description:- � �j �L h1 9 l� 1Vev
' Property Tax i©#: ZZ - 4001 o L4-7. (P !I Lot No.
See Plan Fame: A46 Block No.
j Project Name-, '!
't
Setbacks Front' Sack: ;Right Side- Side:
A' p -f51 NO _
Me
Homon wo tt1 Under t5 aP
' 13HVAC
3, - —Gas Tank _
_S�cires _w'sdows/DgorsasPiin Roof
Roof BchOlectric 0-FEumbing 01 Ge eator
. Total Sq..Ft-of Construction:, J Sq.Ft of first Floor:
cost of Co ctorr..$ Z 9 v ies jSew Se tie g iir ing-Eieight.-
a •NameP►�� CGT1" 1 PeipxA �ff 11
x "Ad'dress: l�__`? C�c.�or�. Y�.:rc` 4 Cariiany �ILaw 's.€€iriee Cez �-CC k
St2te: AL PFO-B!Vc 9 3
Address: n-
zi�. ode: 3�fi9 �""�_,�. Fax: ; a :_
Zip Code:�(32$78- 893 Fax
Phone 0- R
{ E-Mail: Mope t0c l
Fill in.fee Si�ra(� rMe-HoWes an neA page[if
LQEww�ils -{/Owoa,
from the owner listed-above)
t
l Staie or Co -ianse C 1 1?
f vaiue o#tonamcdon is$Ma"rnorwad3ECe>f
_..... s. _ - - : . _ -
pESIGNE ENG� TEE61::: Not Applicable' TGA�E CONlPAI�Y• l of Applicable
N- mia
Name:. Name:
Address: o'•4-0 9W*%^ IN • I Address: f
CRY= ' °'-i)rr3ie: . ' State: City- i State:
Zip: Phone. I Zip: i Phone:
FEE'SIMPLE€T- ITLE NO1Li3M -_,V,Not Applicable BONDING dOMPANY: of Applicable
Nam' ' r Name:
Address: Address:
city- City-,—
Phone: Zip: Phone:
li
i certify that no worts or installation has cbrnmenoed prigr to the issuance of a pet nit
St Lucie county makes no representation that is granting a permit will authorize"he permit holder to build the subject structure
which is in conflictv&h any applicable Home Owners Association rules,bylaws oiland covenants that may.restrict or prohibit such
structure.Please consult with your Home Owners Association and review your d'I d for any restrictions which may apply-
in consideration of the granting of this requested permit,I do hereby agrae that f "sll,in all respects,perform the work
in accordance with the approved plans,the Florida Building Codes and St.Lucie " unty Amendments.
1:
The following building permit applications are exempt ft'om undergoing a full con,''currency review:room additions,
accessory structures,swlrngmtng pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER:Your fail:ire to Record al Notice of Commencer ent exult in your paying twice for
improvements to your property.A Notice of 0mrnencern2nt'mu be r rd and on the jobsite .
before the first inspectirrdijn
u intend to obtain financing,consuu Fen or alto ey, before
commencing worts or reour Notice of?Commencernent; (J
I
i s
5ignature of r/Lessee/Contractor erit for Ouv i �Sigiature tractor/Ucense•Hoider
r .
STATE'OF RIDA ! STATE O LOR,IOA
.COiJ9 F COO
e 1
�' Tile forgot nstrurnent was acknowledgert before me .
The forgo i entwas.admowledged before me i I ed by
this ay o 20 Eby , this day' of
Pe�raCafaro Pe�ACafaMI
(Dame of person acknowledging) I' (Name of personAccknowledging)
ign re
of-ty 0bblic=Sta a of Florida) ; ! { Egnature t,Tf ctary Pubfic Skate Florida)
PersonaltyK own. X OR Produced identificatioh Personally �I&wa X OR Produced Identification
Type of identification ,; Type of.Identification'Produced
Nota<YP o€t i
Commission No r3 ,g, Karl M sSisa7 Commission I too. tea �eaf�;aa
A Ft
I
Revised 07/15/2014
- I
REVIEWS FRONT ZONING SUFERVISOR � FLANS ;I VEGI:IATION SEATURTLE :MANGROVE
'COUNTER REVIEW AIMEW REVIEW REVIEW REVIEW REVIEW
DATE ! +I
COMPLETE
INITiA15 !.
/ SCE 7-16 Design Wind Loads ' wind speed V= 170 mph E�� S�Q Exposure" "
-
For Wall Components Ft'C1adc�in� Ke= to /aSD Load Combination CoefF:0.6
-�•'' Wind Pressures[psf]For use with Allowable Stress Design . KZt= 1.0 Kd= 0.85 Enclosed Bldg GCpi= 0.18
Triburary area at least... Triburary area at least... Triburary area at least Triburary area at least' Triburary.area at least Tribu area at,least Triburary area at least Triburary area at least
Mean 10 sq ft 15 sq ft 20 sq ft 25 sq ft 30 sq ft sq ft 40 sq ft 50 sq ft
Roof Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone.S Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5 Zone 4 Zone 5
Height Interior Corner Interior Corner (I
nterior) Corner Interior Corner Interior Corner Interior, Jgmpen6 (interior) Corner Interior Corner
up to: + I - + I - + - + - + - + - + I - + + I - + - + ' + I ocN + - + I - + I - + I -
15 ft +45.9-49.8 +45.9-61.4 +44.7 48.5 +44.7-59.0 +43.8=47.7 +43.8-57.3 +43.1-47.0 +43.1-56.0 +42.6-46.5 +42.6-54.9 +42.1-46. +42. -53,9 +41.7-45.6 +41.7-53.2 +41.1-45.0 +41.1-51.8
16 ft +46.4-50.3 +46.4-62.1 1 +45.2-49.1 +45.2-59.7 1 +44.3-48.2 +44.3-57.9 +43.6-47.6 +43.6-56.6 +43.1-47.0 +43.1-55.5 +42.6-4p +42. 354.6. +42.2-46.1 +42.2-53.8 +41.5-45.5 +41.5-52.4
17 ft +46.9-50.9 +46.9-62.8 1 +45.6-49.6 +45.6-60.3 1 +44.8-48.7 1 +44.8-58.5 +44.1-48.1 +44.1-57.2 +43.5-47.5 +43.5-56.1 +43.1-47.0 +4�-55.1 +42.7-46.6 .+42.7-54.3 +42.0-45.9 1 +42.0-53.0
18 ft +47.3-51.4 +47.3-63.4 +46.1-50.1 +46.1-60.9 +45.2-49.2 +45.2-59.1 +44.5-48.5 +44.5-57.8 +44.0-48.0 +44.0-56.6 +43.5-47..5 -55.7 +43.1-47.1 +43.1-54.9 +42.4-46.4 +42.4-53.5
20 ft +48.2-52.3 +48.2-64.6 +47.0-51.0 +47.0-62.0 +46.1-50.1 +46.1-60.2 +45.4-49.4 +45.4-58.8 +44.8-48.9 +44.8-57.7 +44.3-48.4 ' +44.3-56.7 +43.9-48.0 +43.9-55.9 +43.2-47.3 +43.2-54.5
22 ft +49.0-53.2 1 +49.0-65.6 +47.7-51.9 +47.7-63.1 +46.8-51.0 +46.81-61.2 +46.1-50.3 +46.1-59.8 +45.5-49.7 +45.5-58.6 +45.0-49.2- +45.0-57.7 +44.6-48.8 +44.6-56.8 +43.9-48.1 +43.9-55.4
24 ft +49.8-54.0 +49.8-66.6 +48.5-52.7 +48.5-64.0 +47.5-51:8 +47.5=62.2. '+46.8.-51.0 +46.8-60.7 +46.2-50.4 +46.2-59.5 +45.7-49.9 +45.7-58.5 +45.3 49:5 +45.3-57.7 +44.6 48.8 +44.6-56.2
25 ft +50.1-54.4 +50.1-67.1 +48.8-53.1 +48.8-64.5 +47.9-52.1 +47.9-62.6• +47.1-51.4 +47.1-61.2 +46.6-50,8 +46.6-60.0 +46.0-50.3 +46.0-59.0 +45.6-49.9 +45.6-58.1 +44.9-49.1 +44.9-56.6
26 ft +50.5-54.8 +50.5-67.6. +49.1-53.4 +49:1-64.9 +48.2-52.5 +48.2-63,0 +47.5-51.7 +47.5-61.6 +46.9-51.1 +46.9-60.4 +46.4-50.6 +46.4-59.4 +45.9-50.2 +45.9-58.5 +45.2-49.5 +45.2-57.0
28 ft +51.1-55.5 +51.1-68.5 +49.8-5.4.1 +49.8-65.8 +48.8:53.2 +48.8-63.9 •+48.1•-52.4 +48.1-62.4 +47.5-51.8 +47.5-61.2 +47.0-51.3 +47.0-60.1 +46.5-50.9 +46.5-59.2 +45.8-50.1 +45.8-57.8
30 ft +51.7-56.1 +51.7-69.3 .+50.4-54.8 +50.4-66.j& .+49.4-53.8 +49.4-64.6• +48.7-53.0 +48:7-63.1 +48.1-52.4 +48.1-61:9 +47.5-51.9 +47.5-60.9 +47.1-51.5 +47.1-60.0 +46.3-50.7 +46.3-58.5
32 ft +52.3-56.8 +52.3-70.1 +51.0-55.4 +51.0-67:3 '+50.0-54.4 +50.0-65.4 +49.21-53.6 +49.2-63.8 +48.6-53.0 +48.6-62.6 +48.1-52.5 +48.11-61.5 +47.6-52.0 +47.6-60.6 +46.9-51.3 +46.9-59.1
34 ft +52.9-57.4 1 +52.9-70.8 +51.5-56.0 +51.5-68.0 1 +50.5-55.0 '-+50.5-66.0 +49.7-54.2 +49.7-64.5 +49.1-53.6 +49.1-63.3 -448,6-53.1 •+48.6-62.2 +48.1-52.6 +48.1-61.3 +47.4-51.8 +47.4-59.7
35 ft +53.2-57.7. +53.2-71.2 +51.8-56.3 +51.8-68.4 +50.8-55.3 +50.8-66.4 +50.0-54.5 +50.0-64.8 +49:4-53.9. +49.4-63.6 +48.8-53.3 +48.8-62.5 +48.4-52.9 +48.4-61.6 +47.6-52.1 1 +47.6-60.0
6 36 ft +53.4-57.9 +53.4-71.5 +52.0-56.5 +52.0-68.7 +51.0-55.5 +51.0-66.7. +50.2-54.8 +50,2-65.2 +49.6-54.1 +49.6-63.9 +49.1-53.6 +49.1-62.8: +48.6-53.1 +48.6-61.9 +47.8-52.4 +47.8-60.3
38 ft +53.91-58.5 . +53.9-72.2 +52.5-57.1 +52.5-69.4 +51.5-56.1 +51:5=67.3 +50.7-55.3 +50.7-65.8 +50.1-54.6 +50.1-64.5 +49.5-54.1 .+49.5-63.4 +49.1-53.6 +49.1-62.5 +48.3-52.8 +48.3-60.9
40 ft +54.4 1-59.0 +54.4-72.8 +53.0-57.6 +53.0-70.0 +51.9.-56.6 +51.9.-67.9 +51.2-55.8_ +51,2-66.4 +50.5-55.1 +50.5-65.1 +50.0-54.6 +50.0-64.0 1 +49.5-54.1 +49.5-63.0 +48.7-53.3 +48.7-61.5
42 ft +54.9-59.5 +54.9-73.5 +53.4-58.1 +53.4-70.6 1 +52.4-57.0 +52.4-68.5 +51.6-56.2 +51.6-66.9 +50.9-55,6 +50.9-65.6 +50.4-55.6 +50.4-64.5 +49.9-54.6 .+49.9-63.6 +49.1-53.8 +49.1-62.0
44 ft +55.3-60.0 +55.3-74.1. +53.9-58.5. +53.9-71.1 +52.8-57.5 +52.8-69.1' +52.0-k7' +52.0-67.5 +51.4-56.0 +51.4-66.2 +50.8-55.5 +50.8-65:1 +50.3-55.0 +50.3-64.1 +49.5-54.2 +49:5=62.5
45 ft +55.5-60.2 +55.5-74.3 +54.1-58.8 +54.1-71.4 +53.0-57.7 +53.0-69.3 +52.2-56.9 +52.2:67.7 +51.6-56.3 +51.6-66.4 +51.0-55.7 +51.0-65.3 +50.5-55.2 +50.5-64.3 +49.7-54.4 +49.7-62.7
59.0 +54.3-71.7 +53.2-58.0 1 +53.2-69.6 +52.4-57.1 +52.4-68.0• +51.8-56.5 +51.8-66.7 +51.2-55.9 +51.2-65.6 +50.7-55.4 +50.7 64.6 +49.9-54.6 +49.9-63.0
46 ft +55.7-60.5 4:55.71-74.6 +54.31-
48 ft -+56.2-60.9 +56.2-75.2 +54.7-59.4 +54.7-72.2 +53.6-58.4 +53.6-70,1 +52.8-57.6 +$2.8-68.5 +52.1=56.9 +52.1-67.2 +51.6-56.3 +51.6-66.0 +51.11-55.9 +51.1-65.1 +50.3-55.0 -+50.3-63.4
t )+56.6-61,3 +56.6-75.7 +55.1-59.9 +55.1-72.7 1 +54.0-58.8 +54.0-70.6 +53.2-58.0 +53.2-69.0 +52.5-57.3 +52.5-67.6 +51.9-56.7 +51.9-66.5 +51:'5-56.3 +51.5-65:5. +50.6-55.4 +50.6-63.9
I
Sift +56.9-61.8 +56.9-76.2 +55.4-60.3 +55.4-73.2 +54.4-59.2 +54.4.-71.1. +59.5-58.4 +53.5-69.5 +52.9-57.7 +52.9-68.1 +52.3-57.1 +52.3-67.0 +51.8-56.6 +51.8-66.0 +51.0-55.8 +51.0-64.3
54 ft +57.3-62.2 +57.3-76.7 +55.8-60.7, +55.8-73.7 +54.7-59.6 +54.7-71.6 +53.9-58.8 +53.9-69.9 +53.2-58.1 +53.2-68.6 +52.6''-57.5 '+52.6-67.4r' .+52.2'-57.0 +52.2-66.4 +51.3-56.2., +51.3-64.8
1 55 ft +57.5I-62.4 1 +57.5-77.0 +56.0.'60.9 +56.0-74.0 +54.9-59.8 +54.9-71.8 •+54.1-58.9 +54.1-70.1 +53.4-58.3 +53.4-68.8 +52.8-57.7 +52.$-67:6 :+52.3-57.2 +52.3-66.6 +51.5=56:4. '+51.5-65.0
56 ft +57.7-62.6 +57.7-77.2 +56.2-61.0 +56.2-74.2. +55:1-60.0 +55.1-72.0 +54.2-59.1 +54.2-70.4 +53.6-58.4 +53.6-69.0 +53.0-57.4 +53.0-67.8 •.+52.5-57.4 +52.5,66.8 '+51:6 56 5-=. +51:6-65,2
1 58 ft +58.0-63.0 +58.0-77.7 +56.5-6114 +56.5-74,6 +55.4-60.3• +55.4-72.5• +54,6-59.5 +54.6-70.8 +53.9-58.8 +53.9-69.4 +53.3-58.2 +53.3 7681.3 +52.8-57.7 +52 8 67 2 +52 04 SE 9 - +52 0 p65.6
60 ft` +58:4-63.3 +58.4-78.2 +56.8-61.8 +$6.8-75.1 [ r 5.7-60 +55.7-72.9 +54.9-59.8 +54.9-71.2 +54.2-59.2 +54.2-69.8, +53.6-58.6 +53.6-68 +53.1=58.1 +53 1 67`6 +57 3 b7 2,. 2� 66:0
In •Design conforms to the Florida Building Code 7th Ed(2020). •Wind Speed noted above Is ultimate design wind speed(3-second gust). •Zones.4&S("interior"and.:'dorner"zones,respectively)are as shown to a `^a Valld'only WI h"e Inee�'s �+
•Tabulated design wind loads are based on ASCE 7-16 specifications for Plus +&minus
' g p (j (-)signs signify pressures acting toward and away the right,where the dtmensldn"a"is the minimum of 10%of the building's ,�%•.,-<;�:,,, '''" '
I- - ate'signature;- rais
components and cladding based on design criteria as noted hereto. the eMerior component or cladding surface,respectively. least horizontal dimension or 40%of the mean roof height,but never less b,T:.=i: -r -. .cc-�.,,,�.:•, _T
•Where this document Is used for permit,applicability of design criteria •Where"Mean averse Roof Height"cannot be determined,peak of..TIi`air.T-O"or 4%of the least horizontal dimension. I.V e;-1".`'--'.•,'`�' '4
Z P PP LY g (average)J g [o i rye
I. J noted hereirf'(Bdsie Wind Speed;Exposare CateggM"RIsk Cat6goty,eteJ height shall 6e'uied;ex"ee`df kh'a't eaveTielght shall be�used for roof angle •This specification Is valid only for use with structures NOT located In the -5 F � i 5 l
`f shall be verified by the contractor&building official prior to construction, less than or equal to 10°. Round up to values shown upper one-half of an Isolated hill,ridge or escarpment,&below 1000'elev. ""`
IY •This specification may be used in conjunction with'engineering under •Wind pressures are applicable 1.all bulldtng floors. •This specification Is valid for use with buildings of any Risk Category, '- °+•- � -fir: ':=-'°'-•'/. .r,r�"'_,.✓5 .
ElieHelght- s_, r••
• LL1 separate certification(by this engineer.or by others)using Allowable Stress Tabulated wind pressures are valid for all roof slopes;no reduction for Including essential facilities and buildings or other structures that `r;,
Z Design
ASD, roof slope s 10°•has been considered. represent a substantial hazard to human life In the event of failure. Mean Roof Ft �y ChrlSti2n Laflgle PE
Ll.l g ( ) PPeak Hel ht
•Refer to the above-noted ASCE 7 standard for descriptions and, •Tributary Area rioted In table(effective wind area)Is equal to the •Design is based on structure classification as Enclosed Bldg e- - ! C -#31124
U /FE:PE*67382:`
definitions of all design criteria. minimum of[height x width]or[ht x ht/31.Round down to values shown.
1200 N Federal Hwy,#200,Boca Raton,Fl.33432 Copyright©2021 Easy Seals rev 03/21 ;.;,, �OCf•NO.:•A1, `17UU '
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7/1/2021 Florida Building Code-Online
BCIS Home Log In User Registration I Hot Topics ? Submit Surcharge t Stats&Facts j Publications Contact Us 9 BCIS Site Map I Links Search
�.-
,, Product Approval� :'USER:Public User
�N
Product Approval Menu>Product or A pplication Search>Application List>Application Detail
P
FL# FL1670 -
Application Type Revision
Code Version 2020
Application Status A :::�)
rov
Comments
Archived ?'
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Servic�/vn
/,® 0 f 7
Address/Phone/Email 3737 Lakeport Blvd.' VIL't / CJ
Klamath Falls, OR 97601 d'1oDe WED F
(800)535-3936 sill I�
customerserviceagents@jeld-we�G�■ �� ®�PL1ANCE
Quality Assurance Representative �7 {�1E �®ulyry
Address/Phone/Email socc
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies File y�
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero,P.E.
Evaluation Report
Florida License PE-73778
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2022
Validated By Locke Bowden P.E.
u. Validation Checklist- Hardcopy Received
Certificate of Independence FL16708 R13 COI COI JW SS 2015-04-27.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL16708 R13 Equiv 23549-1 Eauivalency of ASTM E84-13a and ASTM
E84-16•pdd
https://floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDqu8obl%2fIZm6TudWOg6cFUIGz%2bYuNViQ9olAo7zp34bbWg%3d%3d 1/3
' 4
7/1/2021 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 08/03/2020
Date Validated 10/08/2020
Date Pending FBC Approval 10/16/2020
Date Approved 12/15/2020
Summary of Products
F Model,Number or Name Description
16708.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Door 3-0 x 6-8 and 3-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HZ:Yes FL16708 R13 II 16708.1 SS 2019-10-Ol.odf
Approved for uC.Yes
i HVHZ: Yes Verified By: Hermes F. Norero, P.E.73778
Impact Resista Created by Independent Third Party: Yes
Design Pressu Evaluation Reports
Other: FL16708 R13 AE PER4663.2 SS 2019-10-Ol.pdf
Created by Independent Third Party: Yes
16708.2 B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Door 3-0 x 6-8 and 3-0 x 8-0 Inswing
and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II 16708.2 SS 2019-10-Ol.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F Norero, P.E.73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R13 AE PER4438.3 SS 2019-12-13.odf
Created by Independent Third Party: Yes
16708.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Door 6-0 x 6-8 and 6-0 x 8-0
Fiberglass Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II D015727-DP SP OPQ LMI HHVZ XO FBC SS
Approved for use outside HVHZ: Yes 2019-12-12.pdf
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E.73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R13 AE PER4664.2 SS 2019-10-Ol.pdf
Created by Independent Third Party: Yes
16708.4 D Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Door 6-0 x 6-8 and 6-0 x 8-0
Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II D015705- DP SP GLZ LMI HVHZ XO FBC SS
Approved for use outside HVHZ:Yes 2019-12-12.pdf
Impact Resistant:Yes Verified By: Hermes F. Norero, P.E.73778
Design Pressure: N/A Created by Independent Third Party: Yes
Other: Evaluation Reports
FL16708 R13 AE PER4440.2 SS 2019-12-13.pd
Created by Independent Third Party: Yes
16708.5 E Design Pro/Smooth Pro/`Studio Single with sidelite(s) (X,O/O,X/O,X,O)Impact Opaque Door
Fiberglass 9-0 x 6-8 and 9-0 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II 16708.5 SS 2019-10-01.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F Norero, P.E.73778
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: N/A Evaluation Reports
Other: FL16708 R13 AE PER4665.2 SS 2019-10-Ol.pdf
Created.by Independent Third Party: Yes
16708.6 F Design Pro/Smooth Pro Fiberglass Single with sidelite(s)(X,O/O,X/O,X,O)Impact Glazed Door 9-
0'x 6-8 and 970 x 8-0 Inswing and Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL16708 R13 II 16708.6 SS 2019-10-01.pdf
Approved for use outside HVHZ:Yes Verified By: Hermes F. Norero, P.E.73778
Impact Resistant:Yes Created by Independent Third Party: Yes
Evaluation Reports
https://goridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDqu8obl%2flZm6TudWOg6cFUlGz%2bYuNViQ9olAo7zp34bbWg%3d%3d 2/3
lu
PREPARED BY:
.......... .. ........
w... ......... .. ...
JE gL
Q BUILDING DROPS,INC.
..... ......
3U E.DANIA REACH BLVD.
............... DANI"EAC"JU�
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PH:1%1)3�1-78
FM:(S&I)41AI.
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DESIGN PRO/SMOOTH PRO
::::
j
Q CC 371/2"MAX.
IN O.A.WIDTH
IMPACT APPROVED -'D Lu
FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 37 1/2"MAX. 41 10
CL z 0
_f Q Z'cl LLJ -i -'-
O.A.WIDTH o �OQ n'
4' Q AV lk 'c"
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CL Z z mY
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
CL
BUILDING CODE(FBC),INCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 201-94 <
GENERALNOTES:
❑
•
94 TAS 202- Lu
L 0 -J Lu
A
r
• TAS 203-94 w ...
Do
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE < 90
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE ACTIVE z Ln
6" V)
z 0 ACTIVE Lu
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF Ci 6 44
INSTALLATION. N 0 s x 0 x
0 ixQ <
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
It A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED REMARKS BY DATE
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS I Add ADA sill,Multi-Point LockGL 06/23/14
DOCUMENT.
IN AREAS REQUIRING IMPACT L ..,-.D...1.1371A AM09116/19
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT 5 K6 7 8 9
RESISTANCE. 4 4 4 4 4 4 4 4 4
ELEVATION I B-6 MN.
S. 6-PANEL DOOR SHOWN FOR ILLUSTRATION PURPOSES.ADDITIONAL PANEL CONFIGURATIONS AND FLUSH TYP. AN
DOORS ARE QUALIFIED. 6'.A' T Typ ELEVATION 2 D_MFOTRE LEaAMAL-DRftDN$FDFA�EFR
IFM
UZ —
"'No'—E
FROM T HTO—
Riolo EMENISDE-OHERFIN A MENUD
-tRORAR.RTla-L LTCSRDFK
—
6. NOTE; -AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.75 PST.
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT f�f..........
PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHT IS a 1.0
NOTE:
DOORS SHOWN ABOVE MAY BE LEFT
OR
RIGHT HAND OPERATING DOORS
wl
771f
Bt Oita
TABLE OF CONTENTS
Digitally sl'jH6d h;s F 146kiro
SHEET REVISION SHEET DESCRIPTION k6ion:I am approving this clocumen
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES Date:2019.10.0121:21:16-04'00'
2 A TYPICAL ANCHOR LAYOUTS AND NOTES DATE: 02.05.14
3 OPTIONAL 2X BUCK ANCHORING DETAILS DWG.DY: I CH K.QY:
M
MAX.OVERALL DESIGN PRESSURE(PSF) G L/TJ SS MSS
4 A VERTICAL ASSEMBLIES NOMINALSIZE MISSILE
CONFIGURATION IMPACT SCALE: NTS
5 A HORIZONTAL ASSEMBLIES WIDTH HEIGHT G.
OUTSWING RATING DWG.N: D015726
G A WOODSUBSTRATES G. POS. NEG.
7 A CONCRETE SUBSTRATES X 3'.D" 61.81 651 65 65" 65 UMI&SPA I SHEET: 018J
a A COMPONENTS&BILL OF MATERIALS X 3'.D" 1 8'-0" SO- 1 50 1 SO- 50 LMI&SM I
*SEE GENERAL NOTE 6,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
PREPARED BY:
INSTALLATION NOTES: ,
1. ONE(1)INSTALLATION ANCHOR IS REQUIREDAT EACH ANCHOR LOCATION SHOWN.
2, SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING'DROPS,INC.
SHIM STACK TO BE 1/4INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S)SHALL BE 398 E.DANIANEACH BLVD,STE.338
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. DANIA Bean.FL33004
PH:1954I3988418
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO FAIL:I9E4f8
STUCCO,FOAM,BRICK VENEER,AND SIDING. 371/2"MAX. wEe:www,6ulldI19dmlAeeraPSEDID
O.A,WIDTH
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL 3"TYP. Lu
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR C2 C2
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
0. 1p
a z � A
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR CL O y wDO
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE ;D ti R W LL"'T
SHELL OF BLOCK. i 00 p V) gas`•
6. FOR 2X STUD CONSTRUCTION,ANCHORING OFTHESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK r h Q 0 m x
CONCRETE/MASONRY CONSTRUCTION. x 01-.
U U F7j
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE '�= m
FOLLOWING PROPERTIES: LD CC
O W c
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. rn p p W _
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF3000 PSI. z x B xm
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3?a a a z s
OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH DF 20DO j N O w p w Q I�MC
PSI. O? in In J
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-9D WITH MINIMUM COMPRES5IVE STRENGTH <
OF 2000 PSI. / ui
d
_ 8. SEE SHEETS 6 AND 7 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR t
r
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING.
REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM IF_ Ada ADA sill,Multi-Point Lock GL 6/23114
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
Reference DWG.#AD30871A AM 09/16/19
ANCHOR TABLE 1 P.ANCHOR LAYOUT
2 6 8'-0'OOOB NEIGNi i.CI I T D x16CDIIfROn Mf En[x
xp NWT--a ACTu.,COxOnlOxifOAASOE[61
6'8"DOORS SnE,DSnecono—SCAmEDa DONTODDVATE
FROM THE PEDNREWE S OETATEDHEeflNAMNSED
[NGINEERORAACN 1CFSEFAA MVI C
ANCHOR MIN. MIN,EDGE DOeuEnervrs Fag usE wlrHTHlsoomMExr......
ANCHORTYPE SIZE SUBSTRATE EMBEDMENT DISTANCE MAX.O,C. MAX'O,C, �1tiJi7111tJJy
SPACINGAT SPACINGAT
JAMBS JAMBS NOTE:
NO ANCHORS REQUIRED AT THE SILL.FOR SINGLE DOORS(X)ONLY. Ayi' V6.
V6.
2X WOOD BUCK
WOOD SCREW #10 OR FR 1-1 2" 3/4" 17-1/2" 17-1/4"
N 7 7
ITW T 3/16" CONCRETE/CMU 1-2/4" 2-1/2" 17-1/2" 17-
1.3/8"-CONC.
ELCO ULTRACON 1/4" CONCRETE/CMU 1" 11.1/2" 17-1/4" +
1-1/4'-CMU
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 10" 14-3/8" OF.
02 2-#9 X 21/2"PFH
SCREWS DATE: 02.05.14
DETAIL D2 22 23
PFHSCREWS"PFH TYP. GuTJM SSAMSS
MULTI-POINT SHOOT BOLT
PLATE LOCATION SCALE: NTS
DETAIL B2
(RH PLATE SHOWN) DWG.#: D015726
D2
TYP.HOPPE I-BOTTOM SHOOT SHEET: OF8
MULTI-POINT SHOOT BOLT BOLT PLATE
PLATE LOCATION HOPPE#2C98911
p SILL SECTION VIEW C HEAD SECTION VIEW 2
INSWING SHOWN OUTBWING SIMILN INSWING SHDWN O ST ING SIMITAR
li �•
PREPARED BY:
BUILDING DROPS;INC.
398 E.DANIA 0EACHBLYD.,5TE.338
DANIA BEACH,fL 33Wf
PH:196413994N78
PAX:(9641744.4738
41/2"TYP. 41/2"TYP. WEB:wnw.bullElnE4rops.mm
11/2"OFFSET
m
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Z a Q CrZ�
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4
a
w x
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F
m REMARKS BY DATE
Add ADA sill,Mufti-Polnt Lock GL 6123/14
VANCHOR LAYOUT Reference DWG.UA010871A AM 9116/19
—BUCK INCONCRETE/M Rrf -
ern arnM mwimnxs EDRatM
6 RR CONDrtIDNS D 1)KROK AUTO DL-D
1ECRCGUWDVIE D U.PRIHEADN a LICEr4ED
E[NGINEERORARMK Ul SNP.LL 1.11 SrtFSPECKIC
1 1/4"MIN.EM B ED TYP. \��;,�\l31 M I l FI jrr ff,
.
y SEE TABLE 2X BUCK ANCHOR TABLE 'A',k�
L
O P�'O MIN.EDGE MIN.
CENTER CENTER 6'B"DOORS 6'O"DOORS . N a:
z+ ANCHOR MIN.
SIZE EMBEDMENT .$ F,
ANCHOR TYPE SUBSTRATE DIST.TO TO CENTER "U
SUBSTRATE DISTANCE MAX.O.C. MAX,D.C. r'�
SPACING AT SPACING AT ♦C) P
w�
p
2X WOOD BUCI<INSTALL. JAMBS JAMBS %' ` �' •,,, `s",::'
2X WOOD BUCK /3 n 4
ANCHOR PER BUCK ANCHOR TABLE ITW TAPCON i/a" concRETE/cMu 1-1/4^ 2-1/Z^ a" zs' 30-1/4"
He
P/gPai9'. :.........
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONIC.
1^ 4" 25" 30-1/4"
3 2X WOOD BUCKIN STALL. 2X WOOD BUCK INSTALL. 1-1/4"-CMU rm
3 CROSS SECTION SIDEYIEW
DATE: 02.05.14
NOTES;
DWG.DY. CHK. Y:
GL TJM SS MSS
1. 2X BUCK 15 NOT FOR INSTALLATION AT SILL- N TS
SCALE: f Y J
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.N: D015726
SHEET: OF 8
3
PREPARED BY:.,
/Al\\
BUILDING DROPS,INC.
398 1.OANIA BEACH BL��VE.3M
DA——H,FL 3�
PH:(9m)99-84n
FAX:
11
INTERIOR EXTERIOR EXTERIOR
4 I INTERIOR EXTERIOR
m 0
5 2 v;
46
V) �7
LLJ
0
DO
�4 CC
Q. 2i
OPERABLE HEAD 3 OPERABLE SILL 4 OPERABLE SILL a Q <
OUTSWING SHOWN-INSWING SIMILAR 4 INSWING OUTSWING
Lu
>
REMARKS BY DATE
P.IM Lock GL 06/2j/14
EXTERIOR INTERIOR E
EXTERIOR 7,T1 INTERIOR
INTERIOR 7 EXTERIOR Add ADA 01,Multi-
Point
Reference DWG.HA010871A AM 09/16/19
O
-MAY—RE LAC0N—P08A—
Sffe ti S"CoNol-S" E
OPERABLE ADA SILL OPERABLE SILL OPERABLE SILL _,.s.—Ew......
T AIIRXSED
OPERA OPE K7
INSWING/OUTSWING 4� INSWING 4 OUTSWING .... ......
ENDURA HC15000 OPTIONAL AFCO H-497
u R
INTERIOR EXrERIOR
8 INTERIOR 10 JR EXTERIOR ..............
DATE: 02.05.14
G
DWG/Y: CHVY:
mss
OPERABLE SILL g OPERABLE SILL SCALE: NTS
OUTSWINGOUTSWING DWC,.#: D015726
SHEET: OF8
4
PREPARED BY:
HINGESCHEDULE HINGE DETAIL AT IAMB: BUILDING DROPS,INC,
PLACE#9 X 2-1/2"PFH SCREW NEXT TO WEATHERSTRIP
DOORHEIGHT QUANTITY 393EDANIABEACHBM,M338
DANIABEAM.F18006f
3 PH:19Sg39 78
FA%:(954)744A738
B'•Dn 4 WlB:wNvt.hulldll9dmpscam
1 p w mom$
18 19 On a m
xW wLL2z
w 3F=
CC V) ^te a
//. IMENOR INTERIOR Q „,g
QI� Y
1-99 X 2-1/2"PHILLIPS
�- FLATHEAD WOOD SCREW z
0
7
\' \' 3-#9 X 3/4"PHILLIPS W y N r
0 FLATHEAD WOOD SCREWS cc:O
8-#9 X 2 1/2"PFH EXTERIOR EXTERIOR-
W/STRIKE HARDWARE 4-#9 PHILLIPS FLATHEAD WOOD SCREWS -
4-MPL STRIKE PLATES 17 USE 3/4"LENGTH FOR 6'-8"DOORS
USE 1"LENGTH FOR 8'-0"DOORS
LOCK JAMB HINGE JAMB
5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR REMARKS BY1 DATE
Add ADAsill.MuIN-Point Lad, GL 06/23/14
Reference DWG.9A030871A AM 09/16/19
9.99 X 1 3/4"PFH 3-#8 X 2"PFH 13-NO X 1 3/8"PFH(6'-8"UNITS)
8.#9 X 21 2"PFH W/HARDWARE 15-#B X 13/8"PFH(8'-0"UNITS) w 7ADA7 n p,uluD 9m lu:"n"An[[[el
/ W/STRIKE HARDWARE WD MMNOTBEFIECT.. COHDDIOHS FOBA9PEDFI
W/STRIKE HARDWARE (6'-B"&8'-0"UNITS) 1-MPLSTRIKE PLATE COMES W/HARDWARE SffL—EC0NDEMFMGSp—EnEQUR5ETA1�0HFAEM.AD[ENSED
4-MPL STRIKE PLATES 4-#8 X 13/8"PFH FMGWEEIF O0.A[UdTECFSNALLP3FPIR[SnFSFFCeiC
M
21 1-REINFORCEMENT PLAT:2D HOPPE#251229 o LHII(17
1tiL'L I fry '
EXTERIOR EXTERIOR
o IA ip ce
m
INTERIOR
INTERIOR
HH�Ws
fet
MULTI-POINT LOCK JAMB MULTI-POINT LOCK JAMB MULTI-POINT LOCK DATE: 02.05.14
OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR rJ TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY WG.PY:GL[T SK.$Y:
SCALE: NTS
DWG.#: D015726
SHEET: OF 8
5
PREPARED BY:.....
2X WOOD BUCK
BUILDING DROPS,INC.
398 E.DANIA BEAG!31M.STE 338
MIN.
~/1 N DAN fnf ,f 30
EDGE DIST. Z�'+' % WOOD ANCHOR M(95G13938478
SEE TABLE SHEET2 ft7m %/ SEE TABLE ON SHEET2 FM!(9341]44.4738
w LQ- WFR:..build'medmp—
%� SILICONE
to
a.' 2X WOOD BUCK
?� m° �m
d
ohm;
w wad
En 2 x�=
o 0 2X WOOD BUCK O a Q g a
4 K
WOODANCHOR SHIM \¢ m S
SEE TABLE ON SHEET2 MIN.EMBED. O F3 in
SEE TABLE SHEET2 4 Q x
1 HEAD (TYPICAL) 2 JAMB (TYPICAL) 3 OPERABLE SILL
6 OUTSWINGSHOWN-INSWINGSIMILAR 6 OUTSWINGSHOWN-INSWINGSIMILAR 6 INSWING-NO ANCHOR REQUIRED p 0
0i- N
ryo
SILICONE
' SILICONE \room
SILICONE
REMARKS BY DATE
2X WOOD BUCK 2X WOOD BUCK
Add ADA sill,Multi-Point Lock GL OGR3/14
Reference DWG.D.40108M AFA 09/16/19
2X WOOD BUCK
. AND MAYNDT AEf1EQACfWU CDNDIDONS fOft F3PCCVI
Snf 1.c r RF 5 11 Tn Alf
4 OPERABLE SILL OPERABLE SILL 7 OPERABLE SILL `� 1Eo := LL1F"F _^�� '
' 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING-NO ANCHOR REQUIRED 6 OUTSWING-ANOOANCnH,R REQUIRED ``,`'t�ti11#R';If 1J�y1, `.'`
O , .
N 7 7
S A OF..
'
SILICONE SILICONE SILICONE
30oa
r\gfa?7e
.......::::.::.
2X WOOD BUCK rTr
2X WOOD BUCK 2X WOOD BUCK
DATE: 02.05.14
DWG. Y: CHK. Y
ss
OPERABLE SILL Og OPERABLE SILL �1 OPERABLE ADA SILL GL�Tim Ss7m
6 OUTSWING-NO ANCHOR REQUIRED 6 OUTSWING-NO ANCHOR REQUIRED 6 INSWING/OUTSWING-NO ANCHOR REQUIRED SCALE: NTS
DWG.u: D015726
SHEET: OF S
p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW C
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM V
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.