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(kPiroduct Approval
USER:Public User
Prod url Aonrov4l Mnnu>Product pr AntAI `n Srarcn>.1,p1,<.Lt,r�ii�.ry. >Application Detail RECEIVED
FL# GFL16660-R7
Application Type Revision FEB 2 3 2018
Code Version 2017
Application Status Approved ST. LUCIC county, Permitting
Comments
Archived
Product Manufacturer Haas Door Company
Address/Phone/Emall 320 Sycamore St.
Wauseon,OH 43567
(419)337-9900 Ext 243
mschweitzer@haasdoor
Authorized Signature Mark Schweitzer
mschweitzer@haasdoor m
ILE COPY
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
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 John E.Scates
the Evaluation Report
Florida License PE-51737
Quality Assurance Entity Architectural Testing, Inc.
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Kurt Dietrich PE
Validation Checklist-Hardcopy Received
Certificate of Independence FL16§60 RjQl Cert Q Ind 17 ,Ldf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2012
ANSI/DASMA 115 2012
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Created by Independent`Third Party: Yes
16660.13 13. HT 600, 700,2000,800,&900 Series HT Series sectional Steel sandwich type garage door 9'2"wide
Limits of Use Installation Instructions
Approved for use in HVHZ: No ;.10660.,K1---L WuidLoad Install Supp en enl rC L udt
Approved for use outside HVHZ:Yes 1-1666( f '_t 1_ U4L_fcOn rt LL 1 41 46 s_.gdf
Impact Resistant:Yes Verified By:John E. States 51737
Design Pressure: +41.1/-46.4 Created by Independent Third Party: Yes
Other: Evaluation Reports
!_le 650 R; AE FyalR2�t_r7$.i._c_f
Created by Independent Third Party: Yes
16660.14 14. HT 600,700,2000,800,&900 Series HT Series sectional Steel sandwich type garage door 97'wide
Limits of Use Installation Instructions
Approved or use in HVHZ:No
.r;;l-._5-uWkin ent_r--FL.5,1?c1f
Approved for use outside HVHZ:Yes
Impact Resistant:Yes Verified By: John E. Scates 51737
Design Pressure: +41.1/-46.4 Created by Independent Third Party: Yes
Other:Glazing is an available option for the 600,700,2000&800 Series product only. Evaluation Reports
It does meet the impact resistant requirement for windborne debris regions.Glazing is
not an available option for the 900 Series product. Created by Independent Third Party: Yes
16660.15 15. HT 600,700, 2000,800,&900 Series HT Series sectional Steel sandwich type garage door 167"wide
Limits of Use Installation Instructions
Approved for use in HVHZ:No a dLoad Install Supplement rC FL 5 adf
Approved for use outside HVHZ:Yes _a U .a-ng=1 j5 D s.a�df
Impact Resistant:Yes Verified By: John E. Scates 51737
Design Pressure: +31.3/-34.9 Created by Independent Third Party: Yes
Other: Evaluation Reports
Created by Independent Third Party: Yes
16660.16 16. HT 600,700,2000,800,&900 Series HT Series sectional Steel sandwich type garage door 167"wide
Limits of Use Installation Instructions
Approved for use in HVHZ:No L iu,c-t I__1 t','od,o:,;7 1_it to 15_VyIitane_n;_r. FL soil(
Approved for use outside HVHZ:Yes
�L12 __8. .1 ,51,__rF s.Cdf
Impact Resistant:Yes Verified By:John E. Scates 51737
Design Pressure: +31.3/-34.9 Created by Independent Third Party: Yes
Other:Glazing is an available option for the 600, 700,2000&800 Series product only. Evaluation Reports
It does meet the impact resistant requirement for windborne debris regions.Glazing is ;_IeaL r7s,i7<i:
not an available option for the 900 Series product. Created by Independent Third Party: Yes
16660.17 17. PAN C2011,C2015,C2410,R2410,C2411, PAN Series sectional pan type garage do 9'2"wide
C2415,C2460, R2460,C2461, R2461,C2471,
R2471,C2472,R2472,C2480, R2480,C2481,
R2481,C2482,R2482,C2511, R2560, R2561,
R2571, 112572, 112580, 112581,R2582
Limits of Use Installation Instructions
Approved for use in HVHZ:No Fl,1_6660_R7_II_-.Winft_oad Install Sunolgn2aLit
Approved for use outside HVHZ:Yes O f 41 4 rQ s•o�if
Impact Resistant:Y Verified By:John E.Scates 51737
Design Pressure +41.1/-46.4 Created by Independent Third Party: Yes
Other: Evaluation Reports
Created by Independent'Third Party: Yes
1 2 3 4 5 6 7 8
NOTE: Track configuration above
Door Width 9'-2"Shown the door opening does not affect
F See chart below for other the wind load rating of the door. F
Top Bracket door widths
DETAIL A(sheet 2 of 3) Flag Bracket
....... -••• Detail H(sheet 2 of 3)
r
E E
_ k
e Lock
ock
Door Height SDetail (heeet o 3)5
7'-0"Shown AManual door locks are Jamb Bracket
See chart required unless an automatic Detail F(sheet 2 of 3)
below for other operator is installed. 6,+/-3•
door heights
D 1 D
+/_3,
Bottom Brackets End Hinge L Strut&Strut Attachment Intermediate Hinge 4-+/-
Detail
"+/-Detail C(sheet 2 of 3) Detail B(sheet 2 of 3) Detail E(sheet 2 of 3) Detail D(sheet 2 of 3) t,
1 a +/-3.
CJ amb bracket quantities shown are for use with grade 2 or better southern N NB.\` 'k%11111111///i
�` //
••"•�
This product has been evaluated per ANSI/DASMA 108-05 (and -12) for static air pressure. `��� �\G`N+@-•� j
This product hos been evaluated per ANSI/DASMA 715-05 (and -12) for gorge missile impact and cyclic Supporting structural elements are to be designed by a registered professional
wind pressure. engineer for specific wind loads. • NO.rJ�737 ,
Model Number Door Total#of Jamb Bdds NOTICE:
H Sections Tote)#of Struts Side These drawings are a
PAN 02460&R2460 SERIES sup OF instructions
to the instollotion r 'Op'� STATE r \
ructions for ❑ Standard door
PAN C2480&R2480 SERIES PAN 02471&R2471 SERIES 6'-3" 4 4 3 and only covers those / 0 � ►�
PAN 02481&R2481 SERIF PAN C2472&R2472 SERIES PAN C2011 SERIES 6'-6• 4 4 4 procedures that vary from /�'C� '•�OR,������N
standard door instollotion. If // �s B
B PAN C2482&R2482 SER PAN R2560 SERIES PAN C2015 SERIES 6'-9" 4 4 4 / /ONAL \\X
these specific procedures are //
PAN R2580 SERIES PAN R2561 SERIES PAN C2411 SERIES T-0" 4 4 4 not followed, the door may not ///III 1110
PAN R2581 SERIES PAN R2571 SERIES PAN C2415 SERIES T-6" 5 5 5 perform as designed. John E Scotes, P.E.
PAN R2582 SERIES PAN R2572 SERIES PAN C2511 SERIES T-9" 5 5 5 2560 King Arthur Blvd. Ste 124-54
Door Wkfths n Pressures End Stle Center Center Center Imp�t Lewisville, Texas 75056
Up To +9 i Shcas Hin Stlles Hin SlYes Hin Resistant 8 0 5 5 5 IMPACT RESISTANT
8'-2" 46.7 -52.0 Double 3 1 3 1 3 1 NO Maximum section height is 21 in. Florida P.E. N 51737
H
Double 3 1 3 1 3 1 YES Maximum door height is 16 ft. Professional Engineer seal provided only for
10'-2' Double 4 2 3 1 5 2 NO All doors, even those above the tested height, FL#16660.17 verification of wind load construction details.
17-2' Double 5 2 5 2 5 2 NO are available with jamb brackets or commercial �icill"I k
full angle. The maximum spacing of the jamb 9'2^PAN 2000 SERIES WIND GOAD
6'-2' Double 3 1 3 1 3 1 YES brackets/track clips should be maintained. SEcnONALDOOR
A This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining 1. ! E DESIGN PRESSURE MLti46.4 PSF A
the PSF required for any given site. Digitally signed by John E.Scotes P.E. MWW 1 e:wL-2000-0110.41.4r twElr:I sE J EEE. D
Date:2017.09.291553:47 05'00' W-M Orr UTE EEE 4/11/114 EMEEI En revs
m Lwow EM MOOEL(il: See Sheet 3
1 2 3 4 5 1 6 1 7 1 8
1 2 3 4 5 1 6 7 1 8
END STILES PUSH NUT 23w END HINGE TEK SCREW
16 Ga Galvanized Steel 7/76" 4 14 Ga Galvanized Steel 1/4' X 3/4" Hex Washer Head
See DETAIL K for push nut TEK SCREW Self Drilling (3 per Bottom & 2 per
F PUSH NUT placement. 1/4" x 3/4" Hex Washer Head Adjustable Inner Bottom Brackets) F
7/16" Self Drilling (6 per Hinge)
See DETAIL K for push nut TEK SCREW BOTTOM BRACKET
1 4" X 3 4" Hex Washer Head 13 Ga Galvanized Steel
placement. / / NOTE: This screw should
0 Self Drilling (2 per Bracket) be located below the prepunched ADJUSTABLE INNER
® ADJUSTABLE TOP FIXTURE o hole and go through the hinge, C BOTTOM BRACKET
a 12 Ga U end stile and skin edge. PUSH NUT 7/16-
TEK
16"
TEK SCREW U LOW HEADROOM TOP O See DETAIL K for push
1/4" X 3/4" Mex Washer Head BRACKET PUSH NUT nut placement.
Self Drilling (4 per Bracket) a ° See DETAIL K for push nut BOTTOM SEAL
DETAIL A LOW HEADROOM DETAIL B placement. DETAIL C
E TEK SCREW TOP BRACKET E
1/4" X 3/4" Hex Washer 23w _ 2 1/4" x 2 3/4" E STRUT
Head Self Drilling (3 per INTERMEDIATE STILE 18 Go 70 KSI Minimum SLIDE LOCK or
Bottom Bracket & 2 per 16 Ga Galvanized Galvanized Steel LOCK BARS
Steel JAMB BRACKET
Low Headroom Top Bracket) - 12 Ga Galvanized (not required
BOTTOM BRACKET ° NTERMEDIATE HINGE j�-��
I I 4w Steel with operator)
p 0
13 Ga Galvanized Steel °o° Ga or 14 Ga o
y Galvanized Steel
LOW HEADROOM TOP
o a
BRACKET ° °
PUSH NUT 7/16" TEK SCREW Z4� BOLT & NUT a a TEK SCREW
See TAI K for push 1/4" X 3/4" Hex TEK SCREW 1/4-20 x 5/8" 1/4" x 3/4" Hex
nut placement Washer Heod SelfK: 1/4" X 3/4" Hex Corrioge Bolt &
Washer Head Self 1/4-20 Hex Washer Washer Head Self
ALTERNATE BOTTOM SEAL DETAIL D Hinge) (4 per DETAIL E Drilling (1 per End DETAIL F Nut (1 per Jamb DETAIL G Lock)
9 (4 per Slide
TO DETAIL C & Intermediate Stiles) Bracket)
WITH AND WITHOUT NOTE: Details on some views omitted for clarity.
BRACE
00 000 Double end stiles and end hardware may be
00 00 required on wider or heavier doors.
o a
a
00 0 0 o a 00-7
o FLAG BRACKET
C a o 0 0 0 0 00 ����1111111I��7j C
BOLT
RESIDENTIAL & LIGHT COMMEa�RCIAL COMMERCIAL Ma112 um i_ (a per16 xFlog588ocket)Bolt `\\\ �'�GENaET�tr/////
COMMERCIAL For Standard, High For Standard, High DETAIL K
For Low Headroom & Vertical Lift & Vertical Lifte No.51737
There should be a space of BOLT & NUT
With 2" Track and With 2" Track and With 3" Track and maximum 1/2" between the 1/4-20 x 5/8" Track Bolt *;
Single End Stiles Single End Stiles Single End Stiles roller hub and the outside & 1/4-20 Hex Washer Nut %.p STATE OF QZ
ALTERNATE BOTTOM BRACKETS edge of the roller holder (2 for Horizontal & 2 for P
which is set by the push Vertical Track) j0.C` `.FLOR0
available. pG%"Q\?\�
B NOTE: The bottom bracket tested (show,in DETAIL C) is the lightest bracket ailable. nut. /moi FAQs `--- V� \\ B
DOOR SKINMin. DETAIL H ��NrII►I II►►►��
Minimal 25 Ca Galvanized Pointed Steel of 1" John E Stes, P.E.
2560 KingcuArthur Blvd. Ste 124-54
_ Lewisville, Texas 75056
of
—7w—J IMPACT RESISTANT Florida P.E. k 51737
ROLLER 32"
ROLLER FL#16660.17 Professional Engineer seal provided only for
verification of wind load construction details.
I5 &WASHERTRACK - 2" Diameter Nominal Eleven
5/1/1 6'% 1 5/8"Log Bolt& 2"O.D. 13 R �Galvan ied Steel Ntested. WOOD JAMB ION:
Boll Nylon w/Hardened 2" Diameter Nominal ominal DESCRIPT
Go
7/16"I.D. Flat Washer The vertical wood jamb „y: 9'2"PAN 2000 SERIES LOAD
A NOTE: Jamb bracket must be in 3-Nominal 13 Ca is also fasteners may be counter sunk Shaft Or Ten 8011 Steel Eleven Boll Nylon Or sernoNAt.DOOR aat
direct contact with the 2.6 (No approved as an alternate. to provide a flat mounting w/Hordened Shaft with o Ten Ball Steel with DESIGN PRESSURE"I.I/ 4P5F A
dywa0 euo—cl). surface. See jamb attachment Minimum Workable Shaft a Minimum Workable OOAwllla NU wt.-2a0 11"14A NIEEC 2N3 IM D
NOTE: The flat washer is rot required details on sheet 3 for attaching
for angle mount. jombs to the structure. Length Shown. Shaft Length Shown. ,fes" RATEOW4n1114 IMMIr Mvs
c.Er,.w'01!nr•ICiSrl
gr MODEL(S): See Sheet 3
1 1 2 1 3 1 4 1 5 1 6 7 8
1 2 3 4 5 6 7 8
FASTENER TO CONTINUE
F PAST HEADER F
o
E MODEL NUMBERS E
o
MODEL NUMBERS AVAILABLE OPENING 2 X 6 GRADE 2 OR BETTER SOUTHERN-
.. HEIGHT PINE JAMBS.
PAN C2011 SERIES SEE CHART FOR WOOD JAMB ATTACHMENT
PAN C2015 SERIES TO BUILDING STRUCTURE.
PAN C2411 SERIES
PAN C2415 SERIES MAXIMUM ON
D PAN C2511 SERIES CENTER SPACING D
PAN C2410&R2410 SERIES
PAN C2460&R2460 SERIES FIRST FASTENER 4-to 1tY
PAN C2461&R2461 SERIES ABOVE THE FLOOR OPENING
PAN C2471&R2471 SERIES WIDTH
PAN C2472&R2472 SERIES
PAN C2480&R2480 SERIES WOOD JAMB ATTACHMENT
PAN C2481&R2481 SERIES 9udding Mlnh— Mh*"—Mnh— Mm —Alk—ble
C PAN C2482&R2482 SERIES structure Fastener Type Em6eGmert'k.—sW�s C.� Tom C
PAN PAN 8256 SERIES 400SERIES 0 PSII C00 o Ire a 1/a*1 t'OID Washer 2• 2.50• 5.00• 24• 551 \\`\\`O�N S. SC''4;,
Soulhern Pine 7.50' 1.50" 1.50' 24• 620 \ �• /
PAN R2571 SERIES t Ire o0 wast er `
PAN R2572 SERIES spruce was Fir �6"Lag" 1.50• 1.50• 1.517 24• 482 = No.51737
11re OD wastler
PAN R2580 SERIES
NOTE:2X6 mounted to the"N must be Southern Pine Grade 2 or better. q. STATE
PAN R2581 SERIES OF r qty
PAN R2582 SERIES A4,
PAN ' Ft ORIQP'
B ///�SS�ON II I i;
John L S—te,. P.E.
2560 King Arthur Blvd. Ste 124-54
Lewisville. Texas 75056
IMPACT RESISTANT Florida P.E. # 51737
FL#16660.17 Professional Engineer seal provided only for
verification of wind load construction details.
DESCRIPTION:
9'2**PAN 2000 SERMS WIND LOAD
SECTIONAL DOOR A A DESIGN PRESSURE+41.1/46.4 PS
EYNLNo mL.wL-201p-01104146 9NEET.3/F l 111iff. D
JP7
RATE WAk 4111114 DUN EF, MVS
MODEL(S): See Sheet 3
1 2 3 4 5 6 8
All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED
Date: 2•%z3Permit Number:
1J.tww
RECEIVED
Building Permit Applicati n FEB 2
Planning and Development Services 3 2�1$
Building and Code Regulation Division ST. Lucie County, Pprmllting
2300 Virginia Avenue, Fort Pierce FL 34982
Phone: (772)462-1553 Fax: (772) 462-1578 Commercial Residential
PERMIT APPLICATION FOR: A
PROPOSED IMPROVEMENT LOCATION:
Address: -30 5"," 5:e7` d&,-J
Legal Description: n/&�,e c2ne-1
Property Tax ID#: 305S- US0S-CV6 - cfi Lot No.
Site Plan Name: Block No.
Project Name:
Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF WORK:
don r
CONSTRUCTION INFORMATION:
Additional work to be performed under this permit—check all that appy:
_Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors
_Electric _Plumbing _Sprinklers _Generator _Roof Pitch
Total Sq. Ft of Construction: Sq. Ft. of First Floor:
Cost of Construction: $ 94_6_,aZ) Utilities: _Sewer _Septic Building Height:
OWNER/LESSEE: CONTRACTOR:
Name 13�,r 6�,-c� /� i ,� �'c. Name: -i ss c
Address: 5306 SCA/<,_1 Jluej Company: A- arc,Ge__ dcr
City: Ff P,er'�_c State: rt L— Address: 131ijd
Zip Code: -_ Iq q g2 Fax: City: PSL State: r L
Phone No. x12 /�„ '7 G `l Zip Code: Fax:
E-Mail: Phone No ?71.-Ss Zq-S(/2l
Fill in fee simple Title Holder on next page( if different E-Mail
from the Owner listed above) State or County License Z9 3`s-
If value of construction is 2500 or more,a RECORDED Notice of Commencement is required.
SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION:
DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _ Not Applicable
Name: Name:
Address: Address:
City: State: City: State:
Zip: Phone Zip: Phone:
FEE SIMPLE TITLE HOLDER: _ Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
Address: Address:
City: City:
Zip: Phone: Zip: Phone:
OWNER/CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated.
I certify that no work or installation has commenced prior to the issuance of a permit.
St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure
which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such
structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work
in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review: room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use
WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for
improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commencing work or recording our Notice of Commencement.
Signature of Owner/Lessee/CZractor as Agent for Owner Signature of Contractor/L' ense Holder
STATE OF FLORIDA STATE OF FLORID
COUNTY OF COUNTY OF
The for oing instrume as acknowledged before me The forgoing instrumeaLwas acknowledge efore me
this day of 20 by this��lay of 2q(�by
xJ(7 �� �
(Name of person ack wledging) (Name of person acknowledging)
(SigdatureNof Notary Public-State of lorida ) (Signature of Notary Public-State of Florida) /
Personally Known OR Produced Identification V// Personally Known OR Produced Identification �✓
Type of Identifica ,/ Type of Identific /�
Produced �� L J�i Produced 'D L
"""" Kp� S. NIELSEN
Commission No. o`''.^' °.,, 1�� Commission No.
-_ Comms ion # FF 115637 EN S. NIELSE
ASI My Commission Expires '_ sloe # FF 115637
-
a� MY Cr,
~' une 12, 201 Ire
REVIEWS FROZONING SUPERVISOR PLANS VEGETATION SEA
—7f'Mrrr—
COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW
DATE
RECEIVED
DATE
COMPLETED
ev.