HomeMy WebLinkAboutBuilding Permit Application ALL APPLICAB INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED /-�
Date: °r o'2I11.r' Permit Number: So'1 'claBy
Building Permit Application
Planning and Development Services
Building and Code Regulation Division
2300 Virginia Avenue,Fort Pierce FL 34982
Phone:(772)462-1553 Fax:(772)462-1578 Commercial Residential
PERMIT APPLICATION.FOR: To Select from dropbox, click arrow at the end of line
PROPOSED IMPROVEMENT LOCATION;
Address: J (rQ
Leal Descri tion: 3 (�1- S - OV-5-(0ao .5
elk le
Property Tax ID#: Lot No.
Site Plan Name: Block No. f
Project Name:.
Setbacks Front Back: Right Side: Left Side:
DETAILED DESCRIPTION OF WORK
CONSTRUCTION INFORMATION: -
Additional wor toe nertormed under this permit—check all appy:
1jHVAC Gas Tank ❑Gas Piping _Shutters ❑Windows/Doors
0 Electric 0 Plumbing O Sprinklers ElGenerator F]Roof
Total Sq.Ft of Construction: S Ft.of First Floor:
Cost of Construction:$ �, Utilities: Sewer Septic Building Height:
SOW N ERAESSEE: CONTRACTOR`:
Name horl" Name: C04
Address: `$1 g te� Company: fr
City: PSC State: Address: 6 LQ
Zip Code: `����i a' Fax: City: State:
Phone No.WW2- 261 2f 2 Zip Code: 30175'3 Fax: �✓�
E-Mail: a Phone No. g( 0�3
Fill in fee simple Title Holder on next page(if different E-Mail: 2cci qve& ,2 (e.
from the Owner listed above) State or County License: 1723 9
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:
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 repording your Notice of Commencement.
��4�A_c 6M &/� S
_Signature of Ow ssee/Agent Signature of n rar/ cense Holder
STATE OF FLORIDA STATE OF FLORI A
COUNTY OF <—A L.,e,k._s COUNTY OF
The forgoing instrument was acknowledged before me The forgoing instrument was acknowledged before me
this_Lp_day of 2015 by this LQ day of 20 �by
qxAr-, L").6ktvoun 0
(Name of person acknowledging) (Name of person acknowledging
Signature of Notary Public- ate of Florida) Signature of Notary Public-State of Florida)
Personally Known OR Produce Personally Personally Known OR Produced Identification
Type of Identification Produced�..� 1 Ty�ke of Id ntif a'�tion Produced
z�_ 4 .:
Commission No. (s ;AHNA INGRA oiritnission No. (Seal)
""
*CG Nola i, .,uiic-State of lorida
Z.a _ IV�1 IMP Explicougu4""...
Commission #FF 177249
Revised 07/15/2014 fF
''�n°�1 Bonded through National Notary Assn. ` au���11,, L.ASHAHNA INGRAM
OFT
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V ' * - v C nun.Ex ices Dec 20 018
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION UR4 r rl 9, 9%QVf77
COUNTER REVIEW REVIEW REVIEW REVIEW VI)rVl/ Bonde thr�l,}t�ll�t1f(ahNotar
DATE j
COMPLETE
INITIALS
Florida Building Code Online Page 1 of 3
+. VI .r'
Florida Department4 BCIS Home { Log In tl User Registration { Hot Topics { Submit Surcharge I Stats&Facts { Publications { FBC Staff BCIS Site Map I Links I Search {
Busines o
Professi nal (PProduct Approval
USER:Public User
Regulation
Product ADDroyal Menu>Product or ADDlicatlon Search>Application List>Application Detail
FL# FL9462-R6
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived D
C
Product Manufacturer Amarr Garage Doors/Entrematic o
Address/Phone/Email 165 Carriage Court y
Winston-Salem,NC 27105
(336)251-1309
danny-joyner@amarr.com
Authorized Signature Brandon Gentle
brandon.gentle@amarr.com
Technical Representative Brandon Gentle
Address/Phone/Email 165 Carriage Court
Winston-Salem,NC 27105
(336)251-1308
brandon.gentle@amarr.com
Quality Assurance Representative Danny Joyner
Address/Phone/Email Amarr Garage Doors
165 Carriage Court
Winston-Salem,NC 27105
djoyner@amarr.com
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
I� Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Thomas L.Shelmerdine P.E.
the Evaluation Report
Florida License PE-0048579
Quality Assurance Entity Intertek Testing Services NA Inc.-EfL/Warnock Hersey
Quality Assurance Contract Expiration Date 01/01/2016
Validated By Steven M. Urich,PE
C� Validation Checklist-Hardcopy Received
Certificate of Independence FL9462 R6 COI Statement of Independence 2015.pdf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2005
ASTM E1886 2005
ASTM E1996 2005
ASTM E330 2002
ASTM F588 2007
FBC TAS 201,202,203 1994
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Florida Building Code Online Page 2 of 3
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL9462 R6 Eguiv FBC 5th Edition Affirmation FL 9462-R4.13df
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 04/27/2015
Date Validated 05/06/2015
Date Pending FBC Approval 05/12/2015
Date Approved 06/23/2015
Summary of Products
FL# Model,Number or Name Description
9462.1 Classica 1000(Model 500) IRC-5309-185-21-I
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9462 R6 II IRC-5309-185-21-I drawing 7-10 sealed.odf
Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine Florida PE#0048579
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+54.4/-62.0 Evaluation Reports
Other:Glazing not Available FL9462 R6 AE IRC-5309-185-21-I Evaluation Report 7-10
sealed.Ddf
FL9462 R6 AE Salt Sorav Test update FL 9462-115.0
Created by Independent Third Party:Yes
9462.2 Heritage 1000,2000(Model 950) IRC-9509-185-15-I
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9462 R6 II IRC-9509-185-15-I drawing 7-10 sealed.Ddf
Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine Florida PE#0048579
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+54.4/-62.0 Evaluation Reports
Other: FL9462 R6 AE IRC-9509-185-15-I Evaluation Report 7-10
sealed.odf
FL9462 R6 AE Salt Sprav Test update FL 9462-R5.pdf
Created by Independent Third Party: Yes
9462.3 Heritage 1000,2000(Model 950) IRC-9516-175-26-I
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9462 R6 II IRC-9516-175-26-I drawing 7-10 sealed,odf
Approved for use outside HVHZ:Yes Verified By:Thomas L Shelmerdine Florida PE#0048579
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+47.5/-52.0 Evaluation Reports
Other:Glazing in Compliance with ASTM E1300-04. FL9462 R6 AE IRC-9516-175-26-I Evaluation Reoort 7-10
sealed.Ddf
FL9462 R6 AE Salt Spray Test update FL 9462-115.odf
Created by Independent Third Party:Yes
9462.4 Heritage 1000,2000(Model 950) IRC-9509-189-21-I
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9462 R6 II IRC-9509-189-21-I Drawing 7-10 FL-.Ddf
Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine Florida PE#0048579
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+57.0/-67.0 Evaluation Reports
Other:Glazing in Compliance with ASTM E1300-04. FL9462 R6 AE IRC-9509-189-21-I Evaluation Reoort 7-10
sealed.pdf
FL9462 R6 AE Salt Spray Test update FL 9462-R5.pd
Created by Independent Third Party:Yes
9462.5 Heritage 3000/Model 1200;(24ga) IRC-1209-189-21-I Thru 9'-0"wide
Oak Summit 3000/Model 1200
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9462 R6 II IRC-1209-189-21-I Drawing 7-10 FL rev.Ddf
Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine Florida PE#0048579
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:+57.0/-67.5 Evaluation Reports
Other:Long Panel Glazing is 1/4"Polycarbonate with FL9462 R6 AE IRC-1209-189-21-1 Evaluation Report 7-10
aluminum frame FL.Pd
FL9462 R6 AE Makrolon NOA.pdf
FL9462 R6 AE Salt Spray Test update FL 9462-R5.pdf
Created by Independent Third Party:Yes
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsS 1 DyD/`2brM... 7/6/2015
Florida Building Code Online Page 3 of 3
9462.6 Hertiage 3000(Model 1200) IRC-1216-175-26-I
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9462 R6 II IRC-1216-175-26-I drawing 7-10 sealed.odf
Approved for use outside HVHZ:Yes Verified By:Thomas L.Shelmerdine Florida PE#0048579
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure:+48/-52 Evaluation Reports
Other:Glazing not Available. FL9462 R6 AE IRC-1216-175-26-I Evaluation Report 7-10
sealed.ndf
FL9462 R6 AE Salt Spray Test uodate FL 9462-R5.pdf
Created by Independent Third Party:Yes
9462.7 Model 2400 IBC-2412-188-26-I
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL9462 R6 II IBC-2412-188-26-I drawino 7-10 sealed.odf
Approved for use outside HVHZ:Yes Verified By:Thomas L Shelmerdine Florida PE#0048579
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure,+50.0/-56.0 Evaluation Reports
Other:Glazing not Available FL9462 R6 AE IBC-2412-188-26-I Evaluation Reoort 7-10
sealed.odf
FL9462 R6 AE Salt Spray Test update FL 9462-R5.pdf
Created by Independent Third Party:Yes
F.._ZkI Next
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses ale public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available tp the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
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https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsS 1 Dy%2brM... 7/6/2015
r 12 GA COMMERCIAL
24 GOL MIN 12 EVL GALV.COMMERCIAL 2'10 BALL STEEL ROLLER +/D KED ON PPBLEYEMS7ERR FDOSH V4'x 3/TERIER SKIN /44CHEX HEADSCREWSI4GA DURASAFE AT EACH END STILE
TM ROLLER BAACKE7,. V/9'STEM AND I>7/l6' CENTER HINGE ATTACHED ADJUSTABLE SLIDE BRACKET ATTACHED
ATTACHED V/U)1/4•x OLT RETAINER USED FOR O V/(4 1/4'x 3/4' 14GA.DURASAFE 12 GA DURASAFE W" 1/V x 1/r BOLT AND NUTS '
3/4•HEX HEAD SCREWS THREADED FASTENERS HEX.HEAD SCREWS ROLLER CARRIER ATTACHED
PER BRACKET TO R-TRUSS V/(3)1/4'x 3/1• END HINGE ATTACHED
HEX HEAD SCREWS PER CARRIER V/(2)1/I' 51V
8 HEX READ SCREVS
TOP SECTION 3 S/B'H.X 22 GA
GALV.STEEL R-TRUSS
g A77AC ED fN.TIP FIXTURE
(1)3 5/r X 22 GA R TRUSS t r 10 BALL STEEL ROLLER V/9'STEM / 1/4' 3/4'HEX HEAD
ATTACHED V/OR)1/4'X 3/4' .M 1 E)"15 Y AND(1)RETAINER USED FOR IN BACK SKI MIDWAY
SCREWW S AT EACH STILE,AND f2)
HEX READ SCREWS PER STILE 3 5/8'22GA R-TRUSS/ "' THREADED SHAFTS PER ROLLER � -MIENTER AND END STILE BETWEEN
ATTACHED V/(2)1/4•X
3/4'HEX HEAD SCREWS 14GA DURASAFE
AT EACH HINGE ,. 5 11 ",.h b n 0:`Ai ROLLER CARRIERS ATTACHED
"Y.ra+r,.. �.. TO END STILE V/N)1/4'x 3/4'
TYPICAL TDP FIXTURES I - HEX HEAD SCREWS PER CARRIER FFC-FREE EXPANDED
1 NT.S 1 3 9 22GA R-TRUSS I LB DENSITY INSULATION
TYPICAL DURASAFE CENTER HINGE/ 0 1 ATTACHED V/(4)1/4'x 3/4• 1 LB DEN-04
G HEX HEAD SCREWS SLIDE LOCK ENGAGES INTO VERTICAL R+3.73,U=017
TRACK ON BOTH SIDES 5/8'ION
^ (SNAP LATCH,OR LUCK DAR OPTIONAL)
A ATTACH V/(2)1/4•x 3/1•HEX HEAD 1END HINGE
SCCRREWWS
OEMTYPICAL DURASAFE END HINGE! '� 1
• 2.20GA,STRUT ATTACHED V/ J 3 5/8.11 K 22 GA.GALV,STEL
(2>1/4'x 3/4'HEX READ SCREWS R-TRUSS ATTACHED(U
�.
AND
INTO BACK
SKIN MICENTER DWAY DEN EN HEX PER HEADS V/K1)EAC x 3/I•
CENTER STILE AND END STILE c EMID HEADSCREWSAEACR
•.-.-_:'.._..`, HINGE LOCATION,AND(2)
W BACK SKIN MIDWAY BETWEEN
HINGE AND END STILE
' BOTTOM BRACKET.
� � 13 GA ATTACHED '
SEE(TABLE 1)ON PAGE 4 FOR - HEX HEAD•SCREWS
(O 2.20 GA STRUT ON
RECOMMENDED SECTION CONPIGURATIUN E'SO BALL STEL ROLLER V/9'STEM. LARGE MISSILE BOTTOM SECTION '
AND CrD RETAINER USED FOR (10)TOTAL SCREWS
THREADED SHAFTS PER ROLLER
IMPACT RESISTANT BOTTOM DR-xET
ATTACHED
- ... _. TYPICAL BOTTOM BRACKET/ v/(4) R 3/4'
N.T.S. HEX MADD S TNCUREWS
( CV A HTM*JADNER
THE METHOD OF TESTING WAS IN SUBSTANTIAL CONFORMANCE 5�E�TION A-A (SIDE NEW) -
WITH THE PROCEDURE DESCRIBED IN DASMA 108&115, ASTMRp H:f.?;. .
E330, E1886, E1996, &F588, AND TAS 201, 201,203. THE IV D 503M OF Id:W90X5 DALE k '
PRESSURES SHOWN ON THE DRAWINGS WERE'CALCULATED
USING ASCE 7-10 WITH THE FOLLOWING PARAMETERS(5 FEET. A IMMMIES 1/Im IMT
4 OF DOOR WIDTH IN THE END ZONE, ROOF AT ANY SLOPE): B UMAHD TD FBC 2010 12/5/11 PoR
_ WIND SPEED MPH 245 222 211 202 194 C HIDED QADRD fPDONS 10/28/13
INTERIOR OF GARAGE EXPOSURE LEVEL B C C D D
A _ MEAN ROOF HEIGHT .30' 15' 25' 15' 25' ,.+'"'•"' N
MAX.WIDTH 9'0' MAX SIZE ,'pc+,' 4•, lc?
DESIGN.LOADS Cd t2
INSIDE ELEVATION 'DESIGN LOADS SPECIFICATIONS AND NOTES +57.0 PSF Q; Na 488y' 1�
N.T.5. +256.5 LBS/FT SEE NOTE 2
-67.5 PSF 20 ��1 N • °<
-303.8 LBS _
/FT 1. ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, _5
FROM THE TRACK THE LOAD.IS TRANSFERRED TO THE VERTICAL JAMBS. E5
ATE OF : oa
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD 7v� Ix
sr PuafnDlNc TRANSFERRED FROM THE DOOR e' =+F
3 3/4'MIK a)2-1/2'-x 3a/r IHGa wpF1EwB1E SEAL I 2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OR R • 4 2V
'T SIDEROCM BACKER PLATE AT EACH SUPPl1ED BY 075TA11ER LARGE MISSILE E ..•,
INTERMEDIATE AND END HINGE +256.5 LBS/FT & —303.8 LBS/FT IMPACT T�
LOCATION 20 GA GALV.STEEL END STB.E 3. DOOR AND HARDWARE WILL BE DESIGNED, MANUFACTURED RESISTANCE FL
iTACHED WITH QV 06 x 1-1/4• AND INSTALLED WITH STANDARDS AS SET FORTH BY DASMA'.
scREvs 4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN
ROLLED FORMED, W/BAKED ON POLYESTER FINISH
5/16•x 1 5/8'LAG 03 14GA DURASAFE ROLLER S. DOORS UPTO 7'0" HIGH CONSIST OF(4) SECTIONS AS SHOWN.
SCREW(D PER =7 �,.,: ( a CARRIER ATTACKED TO R-TRUSS USE (1) 3 5/8" R—TRUSS PER SECTION AND 16s CARRIAGE cwRr vTMSTDN-SALEM,xD. enn vWJJWRRDm(
JAMB BRACKET .,x, '� x = ass > "-p 1 W/.(3)1/4'x 3/4' 1 2" 20GA STRUT ON THE BOTTOM SECTION
>,w HEX HEAD SCREWS () MODEL #1200 HERITAGE 3000
5/811 x 2e GA z•OALV STEEL TRACK 6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2 MODEL #1200 OAK SUMMIT 3000
«)1/4-20 x 5/rTRACK (3 5/8'R-TRUSS) TRACK TVOCKNE55.083• CONT.VERTICAL JAMB 2X6 ON PAGE 3 SHORT, LONG, FLUSH & OAS SUMMIT PANELS
SPLICE HOLT AND INT PER SYP OR SPF 7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
JAMB BRACKET G DETAIL (NO.2 OR BETTER) SDE OPAHN BY 810 DAZE 04/16/07 ORAm 1011m
TRACK MOUNTINBY A REGISTRED PROFESSIONAL ENGINEER FOR WIND LOADS
N.T.S INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. BI MO BY 9XI DAME 05/08/07 IRC-1209-189-21-1
SBFT 1 CF 4
WOOD JAMB ATTACHMENT TO STRUCTURE
%6 VERTICAL JAMB ATTACHMENT TG WOO➢FRAME STRUCTURE
5/16'%3'.LAG SCREWS STARTING 6'FROM ENDS THEN 18'D.C.(1 1/2'EMBEDMENT)
- ?X AVFRTiCA •IANH ATTACHMENT TD 2000 PSI CONCRETE '
HILTI KWIK BOLT 3/8'X 4'STARTING 6'FROM ENDS THEN 24'OZ,(2 1/2'EMBEDMENT)
HILTI SLEEVE ANCHOR 3/8'%2-3/4'STARTING 6'FROM ENDS THEN 16'O.L.U 1/4'EMBEDMENT)
ITW/RAMSET REDHEAD(TRU-HOLT)3/B'X. STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2'EMBEDMENT)
P%6 VERTICAL JAMB ATTACHt(ENi TD HOLLOW C-90 HLOCK
SMPSDN I/4'%3'TITEN SCREWS STARTING fi'FROM ENDS,USE PAIRS OF FASTENERS
(3'APART)AT 8'OA.(1 1/2'EMBEDMENT -
HILTI 1/4'X 2-3/4'KWIK-CON I1.SCREWS STARTING 6'FROM ENDS,USE PAIRS OF.
FASTENERS(3'APART)AT 8'O.C.(1 1/4'EMDEDMENT)
?X 6 VERTICAL IAMH ATTACHMENT TO[ROUTE➢C-90 Bl0[K(2000 PSI T
HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'FROM ENDS THEN 20'O.C.GROUCL 1/4'
EMBEDKENT>(OR,USE FASTENERS FOR HOLLOW C-90 BLOCK>
:LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
PREPARATION DF WOOD JAMBS BY OTHERS
OD CONCRETE HCLLOV 8L0 GROUTED BLOL
14 GA, FLAG BRACKET ATTACHED,TO WOOD JAMB STRUCTURE STRUCTURE STRUCTURE STRUCTURE
W/(3)5/16 DIA.X 1-5/6'LAG BOLTS AND TO
TRACK W/ (4)1/4'-20 x 5/8 TRACK SPLICE
BOLTS AND NUTS -
6�
( b 1/—M 2-3/4:MIN 1-1/2'MIN 4'
2X6 JAMB
TYP• 3'MIN
SPLICE TRACKS AT THIS LOCATION
W/(4)1/4"-20 TRACK SPLICE BOLTS&NUTS '
SECURE TO JAMB WITH(3)5/16"DIA.x 1-5/8'
LAG BOLTS
10 DEMIN OF Rc1190N5 DATE
A RENAD NOTE 8 1/7/09 MT .
B UPDATE)TOFBC 2010 12/5/II .
C AM GAINS(PTIWl9
(1)5/16"DIA,x 1-5/8' v
LAG BOLT ATTACHED TO JAMB -
AT EA. JAMB BRACKET $ _
9'x 14' w€ : 0 � ••• 30
DESIGN LOADS �¢
12 GA.GALV.STEEL +57.0 PSF w r-` • '•No.
(S ]CE) JAMB BRACKETS -67.5 PSF
ATTACHED W/(1)1/4"-20 x 5/8' `` l 'k 2':
THROUGH TRACK SPUCE BOLT&NUT � t77 '.2
LARGE MISSILE 9y7 •• 3
IMPACT AY
RESISTANCE FL ........... .2;1
i y 165 CMRIAGE COURT WINS7IOS V WA UUU U(
JA MODEL #1200 HERITAGE 3000
SEE(TABLE 2) ON PAGE 4 MODEL #1200 OAK SUMMIT 3000
FOR JAMB BRACKET SPACING SHORT,LONG, FLUSH & OAK SUMMIT PANELS
TRACK CONFIGURATION FOR 6'6" UP TO 14' TALL DOORS Li SUE1 NVIBY 11101 DATE 04/16J07 WAMICMIIBFR
AVAAABLE TRACK CONFIGURATIONS B DED®BY B(TF DATE 06/OB/D7 IRC-1209-189-21-1
NLS 9{ET 2 O.4
TOP SECTION
381V MAX.DLO .
.855.6060 EXTRUDED ALUMINUM EXTERIOR FRAME
/ C1W YB X 1'PHILLIPS
1/4'MAKROLON POLYCARBEI.E HEAD SHEETMETAI:SCREWS
MANUFACTURED BY BAYER
30�'
MAX.DLO
INTERMEDIATE SECTION'
\.057I/8'X'1/8'CONTINUOUS I nNF.PANEL IMPACT GLAZING FASTENER DETAIL
INTE 6060 EXTRUDED ALUMINUM (HMANU NOT MELT SEALANT
INTERIOR FRAME _ MANUFACTURED BY HOSTDC N.T.S.
SECTION B-B IMPACT WINDOW DETAIL '
N.T.S.
OPTIONAL LONG PANEL GLA2ED SECTION R-TRUSS AND STILE LAYOUT
N.T.S.
DLO
5A 033'GALV STEEL INTERIOR IMPACT WINDOV FRAME a
TOP SECTION
A33'GALV STEELEXTERIOR
IIM�P�ACT WINDOW FRAME W/,5'BITE ON GLASS 10-5/8' DLO
C RATI%TER�ORTVINDOV PRAME 2e
• ;
1/8''CLEAR ANNEALED GLASS ;
L98'SOLUTIA PVB INTERLAYER '
- ve'LT.EAR ANNEALED.G(ASS IMPACT GLAZING FASTENER DETAIL
MANUFACTURED.BY GUARDIAN
N.T.S.
INTERMEDIATE SECTION : SUREBOND SB-190 GLAZING MEETS ASTM E1300-04"
5B STRUCTURAL ADHESIV
3 2 REV lommorom JDATE OY
. A jumms 1/7/09 CBT
2 3/16'X 1/2'SCREW-USED TO B. UPDA10 TO TBC 10ID 12/3/11
TAHE
S STEEELLEINTERRIOR IMPACT WINDOW FRAME FRAME TO - C IDWD QADNG OP06V5 TO/1B/IS
3.11/64'X 1/2'SCREW-USED TO PASTEN DECORATIVE PLASTIC MOLDED
WINDOW FRAME TO THE ASSEMBLY ��•.•••••.• �• v
_ SECTION C-C IMPACT WINDOW DETAIL � J••rr -`i
SECTION - N.T.S. 9'x 14' • :r• r....vcpV 2
DESIGN LOADS W .. '�••!,� ,. €8
+57.0 PSF Z d;• �•No.
-67.5 PSF 2
.14GA DURASAFE u�: K ; g.
CENTER HINGE ATTACHEDOF'.
V/(4)1/4'x 3/4' � ••:r�' , Sig
HEX HEAD SCREWS
. - - 3 5/8.22GA R-TRUSS •• U9
3 5/8'X 22 Ilk R TRUSS ATTACHED V/(2)1/4'x LARGE MISSILE 3'
ATTACHED V/(2)1/4'X 3/4• . 3/4'HEX HEAD SCREWSIMPACT
' . •P
P6
HEX HEAD SCREWS PER STILE AT EACH CENTER STILE - RESISTANCE F" FL ••••. 9a
n
r.;tisy`(//J`i'I'/wj-,`/
165 CARRIAGE COURT VINSYOW-SALCM.NL 27105 VVVAMARRLON
R-TRUSS SPACER MODEL #1200 HERITAGE 3000
R-TRUSS SPACER MODEL
#1200 OAK SUMMIT 3000
IRTTSER 5A RUSS SPACSHORT, LONG, FLUSH & OAK SUMMIT PANELS
R-TRUSS SPACER rJ B 9g I DRAYN BY BHG I DATE 04/167b1 DRAMNG RUI®ER
N.LS
B GEIXm BY 9GY DATE o5/oe/57 IRC-1209-189-21-1
M73CF4
TABLE 1 TABLE 2
DOOR SECTION HEIGHTS DOOR TRACK ATTACHMENT SPLICE
HEIGHT Btm #2 #3 #4 #5 #6 #7 1 #8 HEIGHT—AT-B—F—AT—B— C D E F G H I J K -L I M I N S
4,1:4 0, <211 i2 1 :21.5 21.#:;:21„r21 21 '21 x q�6 ti�3, X14"%,: "r 38" 46` )56'.. 64_S F ,+, 5.., x; '7Q r.,<
13'6" 21" 21" 21" 21" 21" 18" 18" 21" 7' 3" 14" 27" 38" 46" 56" 68" 76"
-2i4 x:18 s 18 x18.`,18.0 21,= Z 6zr `O 1.4;;;27 x38.,c46" 56ge 68_ 78x&N M, µa 3 a,, x' �.e !82*t��.
12'6" 21" 18" 18". 18" 18" 18" 18" 21" 8' 3" 14" 27" 38" 46" 56" 68" 78" 88"
21. 2U"4,121 :241" 18; v21". 8_'6 15�°TA 2 t'4 56„Y 68” 78 889 u r._�iF-•r'i:
,, .
11'6" 21" 21" 21" 18" 18" 18" 21" 9' 3" 14" 27" 38" 46" 56" 68" 78" 88" 100
lia,.S3 42:1 ,1.8}::i1,8W 18: 18�.9& .21' .9 6 a, 3 .1'4 27w.38",.,46,_ X6::An.--7804;;88,:,9$.' 25:s qWflOt t M1106"c,
10'.6" 21" 21" 21 21:' 21" 21" 10' 3" 14 27" 38" 46" 56" 68". 78" 88" 100" 112".
Yf;T0,0";'X21:„,:21H'2:1, ,£78.;:<78cZ1i +��.,6_ :33-1141-1271-1381-
27Ks 38 i_46T 56 68x.78 ;.$8w.10.Qx11Q �:w, x15 ae `rs118:' .
9'6” 21" 18" 18" 18" 18 21" 11' 27" 38 46" 56" 68" 78" 88" 100"110" 124"
e 9?0. 1:8` 180404.18 X18:.;,..1$"?,18"w 6 1 f 27°�,38,y X46 a,,58.3X130 8'6" 21" 21" 21" 18 21" 12" 27 38° 46" 56" 68" 78" 88" 100"110"122" 136"
1: g4$ 18t..41$: i21 a}26? _'2 . 38 46av$fi: 100 10304 722 132.,7'6" 18" 18" 18" 18" 18" 13' 27" 38" 46" 56" 68" 78" 88" 100"114"122" 134" 148"
T Ori `21 21. oi21',<i 21"z .38 146 : ;5G78"••? 886'6" 21" 18" 18" 21" 14' 27" 38" 46" 56" 68". 78" 88" 100"114"122"134"146" .160"
ALL TRACK ATTACHMENT SPACING +/-2" ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY
TABLE 3
MY DMUON OF MM DAIE
Section Center Stile Location Max Design Loads A jumitma Ip/09 ICST
Panel Type (Measured from Left Allowed 0 ' urDATmmTsc7otD It/sp1 ran
Width Edge) POSiti%s Negitive c AM QMGOPW mp5p5
(ft) (PSF) (PSF). �a
=y v8'0��hMS}tOrt`R'4 4' C.g$D00.' s.r :;�6358A. ' 75"6 x:. - x .•• 4
8'0 Long 48.000 63.8 75.F 9'"14'
8 2 .,.�Shatt• r .�a 49Op0, DESIGN LOADS
B'2 Long 49.000 62 5 74 0. +szD PSF w��:. NO. a
—67.5 PSF
gV`3
94 Long 50.000 613 725 sr OF y=
cx8?Bt cktShart,E51000 60# 771 r3i �•` 5
8'6 Long 51.000 60.1 71.1 e
J .• ?
C7v8' ,=eSiid(t a ;x_t?52t00Dr ` .{ 589 .. .4637,; LAeIMPACT
MISSILE g 3
8'8 Long 52.000 58.9 69.7 RESISTANCES FL •• �„
77si5ort.775`+i: 53;000} t `57$*sc'v 68d
&10 Long 53.000 57.8 68.4
9'0 >tShOrt. ;',_ ++it�54000 t.3, X357 0 J 67,5;r"j
- IW CMRIAGE fmliT VINSTON-SW.IX NC. M109 VYVAMARRIAM
go Long 54.000. 57.0 67.5
MODEL #1200 HERITAGE 3000
MODEL #1200 OAK SUMMIT 3000
SHORT, LONG, FLUSH & OAK SUMMIT PANLU
DMUMM DY W111 DAR 04/16/07 DI"NAHn
BI o=DY SKWI DATE 05/05/07 IRC-1209-189-21-1
. I MI4OF4