HomeMy WebLinkAbout15-16002 CITY OF ZEPHYRHILLS
5335-8TH STREET
, - � �si3��so-oo20 160
BUILDING PERMIT
� PERMIT INFORMATION - LOCATION INFORMATION � -
Permit Number: 16002 Address: 5948 20TH ST
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: COLONY HEIGHTS
Est.Value: Parcel Number: 12-26-21-0260-00100-0010
Improv. Cost: 1,078.00 OWNER INFORMATION
Date Issued: 2/19/2015 Name: GREGG, WILLIAM & PLYMALE LS & LS
Total Fees: 67.50 Address: 5948 20TH ST
Amount Paid: 67.50 ZEPHYRHILLS FL 33542-3875
Date Paid: 2/19/2015 Phone: (813)469-3153
Work Desc: REPLACE GARAGE DOOR 9 ' X 7 '
CONTRACTOR S APPLICATION FEES �
PRECISION DOOR SERVI BUILDING FEE 67.50
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, � Ins ections Re uired
F TE 2ND ROU H P MB MI C INSULATI N CEIL NG
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b) condemned work resuiting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
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CONTRACT NATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: ��'��l� �1-�J��
Date Received: Z— 5` �
Site: ��g �� zd� ��
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Permit Type: � X 7 �. �CC CC' � � ���
Approved w/no comments:l� Approved w/the below comments: � Denied w/the below comments: ❑
/
This comment sheet shall be kept with the permit and/or plans.
C' ' -, '�L�
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Kalvi Switz �P s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
813-780-0020 City af Zephyrhills Permit Application Fax-813-780-0021
� Building Department
Date Received ''z--,S C�- phtine Gontact far Permltting �� �� - 3�
(?wner's Name If C.s� Owner Phone Mumber a/.3��l6 ' ✓`��3�
Owner's Address �y �/? �1��% Owner Phone Number �— �
Fee Simple Titleholder Name �� � Owner Phane Number �� �
Fee Simple Titleholder Address
JOB ADDRESS � ��e LOT# �
unr� 26.2l' �•2tS0-e�DldG7-� e9c�/O
SUBDiVISiON C'�l�iy�� P/�•f' PARCEL ID# f�-
(OBTAINED FR4M PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR� ADDlAL.T � S1GN Q Q DEMOLISH
INSTALL REPAIR
PROPOSED USE Q SFR Q COMM [� OTNEF2
'1'YPE QF CONSTRUCTION Q BI,OCK [,� FRAME � STEE� Q
DESCRIPTION OF WORK � � �� �/ �� �/"� � r ! G""f� �35�' •
BUILDING StZE �� � SQ FOOTAGEC� HEIGHT �_ �
0����'�i�� $ �j� � VALUATION OF TOTAL CONSTRUCTION �
QELEC'fRtCAl. �— � AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ ,...., � ,�(`�{���
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�MECHANICA� $ VALUAT[ON Q�MECHANtCA�tNSTA�LAT1aN j�
OGAS Q ROOFINC Q SPEC1Al.TY �] OTHEFt
FINISNED FLOOR ELEVATIONS ��� FLOOD ZONE AREA QYES NO
Bt11LDER • ... � �! COlVIPANY ?%L�/L�Ci .V d/"' SC'.t7ii�G
SIGPIATURE REGISTERED �/ N FEE CURRE� Y/N
Address / $ l�ri,r�p�i� vd � �3� License# .e���,(��a,.'�1/�
ELECTRIClAN � COMPANY
SIGfdATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �- � I
PLUMBER � COMPANY
91GNATURE � REGISTERED Y/ N FEE CURRE� Y/N
Address License# �� T �
MECHANICAC � COMPAt+1Y
SIGNATURE REGISTERED Y/ N FEE CURRE� Y I N
Address License# �— �
t3TNEt2 COMPAN7
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address License# � �
RESIDENTIAC� Attach(2}Plot Plans;{2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permi#for new canstruction,
--- N�i�im�m ten(10j vvorking days aitEr submittal dake. Requirad onsite,-Construction Plans,StormwatEr Plans whSilt Fer�ce installed, - -------
Sanitary Facilit(es&1 dumpster;Site Wark Permlt for subdivtslonsAarge pro}ects
C4MMERCtAL Attach{3}comple#e sets af Buitding Plans ptus a l.ife Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days atter submittal date. Required onsite,Canstructian Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.S(te 1Nark Permik for a!I new projects.Alt comme�c'sal�Pequirements must"meet compliance
StGN PERMIT Attach{2}sets-of Engineered Plans. " ,
""'PROPERTY Sl1RVEY required for all NEW construc#ion. - ' '
Directions:
Fill out applicaGon completely.
Owner&Contractar sign back of apptication,natarSzed
if aver�2500,a Notice of Commencement is�required. {A/C upgrades over$7500)
"" Agent{for the contiactor)or=Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
� 4VER THE CQUNTERAERMiTTiNG` .;,,,(Front of Application Onty) ,' . -
Reroofs if shingles Sewers ; 1 �'Service Upgrades A/C Fences(PIoUSurvey/Footage) , � + ,, �
Driveways-Not over Counter if on pubiic roadways..needs ROW ' � , �,
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions''
which may be more restrictive than County r.egulafions. The undersigned assumes responsibifity for compiiance with any
appiicabie deed restricfioris. "
UNL.ICENSED.:CONTRACTORS AND CG?NTRACTtJR RESt'C1NSIBI�ITIES: If fhe owner .has hired a confractor or
can#ractors to undertake work, they may be required to be Ilcensed in accordance with state and locai�regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited_for a mi5demeanor violation
under state law. If the owner or intended contractor are uncertain as to what Ilcensing requir'eriients riiay apply for the
intended work, they are advised to contact the Pasco County Building Inspection Division--Licensing Section at 727-847-
8009. Furthermore, if the awrner has hired a cantractor or contractars, he is advised to have the cantractor(s) sign
portians of fhe "contractar Bloctc" af this application far wihich they wifl be responsibie, tf you, as the owner sign as the
cantractor, that may be an indication that he is not properiy licensed and is nat entitied to permitting privileges fn Pasco
Counky.
TRANSPORTATION IMPACT/UTILITIES lMPACT AND RESOURCE RECOVERY FEES: The unde�signed understands .
that Transportation Impact Fees and Recvurse Recovery Fees may apply to the construction of new buildings, change of
use in existing buiidings, or expansion`of existing buildings, as specified in Pasc_o'�Counfy Ordinance;number 89-07 and
90-07, as amended. The undersigned also understands, fhat such fees, as may be due,`wiil 6e iden#ified at the time of
permifting. it is further understood that Transportation Impact Fees ancS Resource Recavery Fees must be paid pr9or to
receiving a °certificate of occupancy" or�nai power release. !f the pro�ect d"oes not involve a certi�cate of occupancy ar
final power release, the fees must be paid prior to permit issuance. Furthermo�e, i# Pasco County Water/5ewer lmpact
fees are due, they must be paid prior to permit lssuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter T13, Florida Statutes, as ameneied): If valuation of work is $2,500.00 or more, !
certify that t, the app(icant, have. been pr,ovided with a copy of tfie "Florida Consfruction Lien Law—Homeawner's
Protection Guide" prepared"by�the Florida Department of Agricuitti�e and Consumer'�Affairs.�`If the appticant is sameone
other than the Nowner", i certifjr that I have obtained a copy of the above described dacument and promise in good faith to
deliver it to the°awner"prior to commencement.
CONTRACTOR'S/OWN�R'S AFFIDAVI'f: i certify that all the information in this application is accura#e and that all work
will'be done in compliance with all applicable laws regu(ating construction, zoning and tand.development. Appiication is
hereby made to obtain a permif to do work and installation as indicated. I cerfify ffiat rio wark or instaiiatian has
cammenced prior ta issuance af a permit anci that a11 work wil! be pertormed to meet sfandards of al! laws regulating
canstruction, County and City codes, zoning regulations, and land devefopment regulations in the jurisdictic�n. 1 also
certify that,E�understand that the fegulations of other governr�enk agencies may apply to the intended work, and that it is
my responsibility ta identify what actians ( must take to be in compliance. Such agencies include but are not limiked to:
- Department of Environmental Protection-Cypress Bayheads, Wetfand Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management Distriet-Wells, Cypress 8ayheads, Wefland Areas, Altering
Watercourses. '
- Army Carps af Engineers-SeawaNs, Docks, Navigabte Waterways.
- Department of Health & Rehabilitative ServiceslEnvironmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abafement.
- Federal Aviation'Authority-Runway,s,,�• ,�,
I understand fhat the foilowing restrictians appfy fa fhe use of fill: ._. .� . _, _ .
- Use af�11 is not alEowed in F{ood Zon�"V"unless expressly permitted.
- - ° '�If the��fili °maferiaE`is to be used in �Flood Zorie.�"A", it is�'undersfood that a drainage plan .addressing a
°compensating volume" will be submitted at time of permitting which is prepared by a professianal engineer
licensed by the Sta#e of Florida.
- If fhe fill materiai is ta be used in Flaod Zone °A" in connection with a permifted building using stem wail
construction, I certify that fiil wiil be used anly fo fill tfie area within the stem uvall.
- if fil( material is ta be used in any area, 1 certify that use of such frlf wiH not adversety a�Fect adjacent
properties. !f use of fill is found to adversely affect adjacent prvperties, the owner may be cited for violating
the conditions of the building permit issued under the attached permit application, for loks less than one (1)
acre wfiich are elevated by fill, an engineered drainage plan is required. ;; ,
If I am the AGENT FOR THE OWNER, I promise in good faifh fo inform the owner of fhe pe�mitting conditions set forth in
this affidavit priar ta cammencitig construction. I understand that a separafe permit may be required for etectrical work,
piumbing, signs, weils, poals, air conditianing, gas, or other installations nat specifica!!y included in the application, A
permit issued shall be construed to be a license #o proceed with fhe wark and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor sha0 issuance of a permit prevent the Building Official from thereafter
requiring a correction af errors in plans, constructian or violations of any cades. Every permit issued shall become invaiid
unless the work authorized by such permit is commenced within six months of permit issuance, or if work authoeized by
the permit is suspended or abandoned far a period of six(6) months after the time the work is commenced. An exfension
may be requested, in writing, from the Building Offiaial far a period not to exceed n�nety {90) days and wi!) demonstra#e
justifiable cause for the extension. If work ceases far ninety{90}consecutive days,the jab is considered abandoned.
WARNlNG TO QWNER: YQUR FAlLURE TU RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
--—PAYlNG 7WlCE.FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAtN FINANCING, CONSULT
- dVITH YOUR-L�NDER OR=AIY°ATl°ORNEY�BE��R�RECt'D�tD1NG YOL)R-Nt�TiCE-OF�GQMMENCEMENT--}^"""- - - �
FLOFtiDA 3URAT(F.S.117
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OWNER OR AGENT CONTRACTO
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o is/ar perso Ily known to me r has/have produced Who is! r ersnnally kno me or haslhave produced
as identiftca4an. as identification.
_�— Notary Public � � Notary Public
Commission No. o�R�'�1Ai��-- Cammission No. 1������1
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Florida Building Code Online Page 1 of 3
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Florida Department� BCIS Home Log In User Registration Hot Topics �Submit Surcharge � Stats&Facts I Publications � FBC Staff BCIS Site Map � Links � Search �
Busines.. (�,�
Professi r�al �� R�` P ERduc t Approval
Regulation
Produd Aooroval Menu>Produd or Applicatfon Search>Aoolication List>Application Detail
, . a FL# FL13521-R2
_ �' � Application Type Revision
Code Version 2010
Application Status Approved
Comments
Archived _
- Product Manufacturer Amarr Garage Doors �iF,�����G ���,$� ����,����I�
Address/Phone/Email 165 Carriage Court ��-L,�'�'L3�y,x�j,e�;$���G
336) 251-1309 NC 27105 ELEC�'IU�,��,� pL�J����D
A�;t;HA?�:;��T,CQD�,�.
danny.joyner@amarr.com
Authorized Signature Brandon Gentle
brandon.gentie@amarr.com
����c��
���1�-
Technical Representative Brandon Gentle �`7- � ����, ^
Address/Phone/Email 165 Carria e Court Y�F��`� �s
Winston-Salem, Nc z�ic�LAIVS ITY���LLs
(336) 251-1308 �������R
�
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 poors
Subcategory Sectional Exterior poor 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 Thomas L. Shelmerdine
developed the Evaluation Report
Florida License PE-0048579
Quality Assurance'Entity Intertek Testing Services NA Inc. - ETL/Warnock Hersey
Quality Assurance Contract Expiration Date 01/O1/2015
Validated By Steven M. Urich, PE
��� Validation Checklist- Hardcopy Received
Certificate of Independence FL13521 R2 COI Statement of Indevendence revised.pdf
Referenced Standard and Year(of Standard) Standard Year
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeedQlXYk15Di4T... 7/24/2013
Florida Building Code Online Page 2 of 3
' ' • " ASTM E1996 2009
'� ASTM E330 2002
DASMA 108 2005
DASMA 115 2005 �
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 02/13/2013
Date Validated 02/18/2013
Date Pending FBC Approval 02/22/2013
Date Approved 04/09/2013 ,
Summary of Products
FL# Model,Number or Name Description
13521.1 Stratford, Heritage and Oak Dwg. IRC-6016-155-26-I,Thru 16' wide.
Summit Models 600, 650 and 950
Limits of Use Installation Instructions
' Approved for use in HVHZ: No FL13521 R2 II IRC-6016-155-26-I Drawinq 7-10
Approved for use outside.HVHZ: Yes FL.qdf
Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +37.0/-41.0 Chart.odf
Other: Verified By: Thomas L. Shelmerdine FL PE# 0048579
Created by Independent Third Party: Yes
Evaluation Reports
FL13521 R2 AE IRC-6016-155-26-I Evaluation Report
7-10 sealed.odf
Created by Independent Third Party: Yes
13521.2 Stratford, Heritage and Oak Dwg. IRC=6009-150-15-I,Thru 9'wide.
Summit Models 600, 650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13521 R2 II IRC-6009-150-15-I Drawinq 7-10
Approved for use outside HVHZ:Yes FL.odf
Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +35.6/-42.1 Chart.adf
Other: Verified By: Thomas L. Shelmerdine FL PE# 0048579
Created by Independent Third Party:Yes
Evaluation Reports
FL13521 R2 AE IRC-6009-150-15-I Evaluation Report
7-10 sealed.pdf
Created by Independent Third Party:Yes
13521.3 Stratford, Heritage and Oak Dwg. IRC-6009-169-15-I,Thru 9'wide.
Summit Models 600, 650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13521 R2 II IRC-6009-169-15-I Drawina 7-10
Approved for use outside HVHZ:Yes FL.pdf
Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +45.3/-51.2 Chart.odf
� Other: Verified By: Thomas L. Shelmerdine FL PE# U048579
Created by Independent Third Party:Yes
Evaluation Reports
FL13521 R2 AE IRC-6009-169-15-I Evaluation Report
7-10 sealed.pdf
Created by Independent Third Party:Yes
13521.4 Stratford, Heritage and Oak Dwg. IRC-6016-140-24-G,Thru 16'wide.
Summit Models 600, 650 and 950
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param�vGEVXQwtDquynOPErOHeedQlXYk15Di4T... 7/24/2013
Florida Building Code Online Page 3 of 3
. . �Limits of Use Installation Instructions
� Approved for use in HVHZ: No FL13521 RZ II IRC-6016-140-24-G Drawin4 7-10
Approved for use outside HVHZ: Yes FL.adf
Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +29.7/-33.8 Chart.adf
Other: Verified By: Thomas L. Shelmerdine FL PE# 0048579
Created by Independent Third Party: Yes
Evaluation Reports
FL13521 R2 AE IRC-6016-140-24-G Evaluation Report
� 7-10 sealed.�df
Created by IndependentThird Party: Yes
13521.5 Stratford, Heritage and Oak Dwg. IRC-6016-130-15-I,Thru 16' wide.
Summit Models 600, 650 and 950
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13521 R2 II IRC-6016-130-15-I Drawinq 7-10
Approved for use outside HVHZ:Yes FL.pdf
Impact Resistant: Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +25.6/-29.1 Chart.qdf
Other: Verified By: Thomas L. Shelmerdine FL PE#0048579
Created by Independent Third Party:Yes
Evaluation Reports
FL13521 R2 AE IRC-6016-130-15-I Evaluation Reaort
7-10 sealed.pdf
Created by Independent Third Party:Yes
13521.6 Stratford, Heritage and Oak Dwg. IRC-6009-130-15-I
Summit Models 600, 650 and 950
Limits of Us Installation Instructions
A for use in HVHZ: No FL13521 R2 II IRC-6009-130-15-I Drawinq 7-10
Approved for use outside HVHZ:Yes FL.odf
Impact Resistant: Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +26.7/-31.6 Chart.odf
Other: Verified By: Thomas L Shelmerdine FL PE#0048579
Created by Independent Third Party: Yes
Evaluation Reports '
FL13521 R2 AE IRC-6009-130-15-I Evaluation Reoort
7-10 sealed.ndf
Created by Independent Third Party:Yes
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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
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Product Approval Accepts:
� � EChecY. �
s�curit air.-nucs
_ � ,--
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeedQlXYk15Di4T... 7/24/2013
14GP.CENTER HII.'GE ATTACNED 13 GP C�MERCIr1L
p V/C9)1/1'K 3/4' 2. TOP FI%TURE ATTACHED V/
33 GA GALV.C@UtERLIAL NIX HEAD SCREVS N)I/4'x 3/4'HE%HEA➢SCREVS
TUP ROILER HRRLKET AAlUST�HLE SLI➢E BRALI(ET AiTALF�➢
ATTPCHED V/f4)1/V• V/(2)3/16'x 7/4'H0.T AND NUTS
3/1•HE%HEAD SCREVS �
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V/2)1/4'x 3/�' O ?c[p gK1N M600 6N6�)
HE%F�AD SCREVS qT .t 2�GA SKIN(M930)
CENTER STILE
O,NSTAHLE R0.LER CNRNIER
p ACIiED V/C7�3/I6'z
3/4•BOLT 6 NUT PER �'w^+��•'�,Tkn
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TYPICAL 70P FIXTURES! ' , SEE PAGE 2 FOR OPTI@:AL
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SEE tTAeIE 2)ON Pa�e 3 Fet N�D STILE LAYDUT 7YPICAL CENTER HINGE / L \ BOLTS dc NUiS,ECURESTO�B
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THROUGX OR(2)RIVETS
HoE�u��is H HYLON ROLLER V/3'STEM ^
ra¢cv�em 2 4 TYPICAL B�TTOM BRACKET, ,� ` g
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6 STlLE STIFFENERS 4)
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SEE TAHLE 4 ON PAGE 3 I..^ ^ 11TTACHMENT(If STRIIT /�7�ON BOTTNf SECTION t,SEE fTABLE 3)�J PAGE 3 '
IS REONFE�)
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g•_p.� :.J;�Fn �' AITACHm
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INSIDE ELEVATION VENTS PROVIOE 70 sq�. ��"� ' " HE"°scr+E"s
wr.s <cz s4 a.FnR�nonu � �x , N.'rs.
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o NYLON ROLLER V/5•STEM ��� dd .`�. �� 1� •;*�
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N.T.S +120.2 LBS/FT SEE NOTE 2 �°� �' �~
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�p SnLE 7-10 W17H 7HE FOLLOH7NG PARMIEiERS(S FEET OF DOOR 0.AYMR NNNFhCNPE4 N!0 OISIWBUlES GM�GE WMS UNOfA MANY k
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1/140 x 5/B'TRALK VAND SPEED NPH 16B 752 175 138 133 fUH 1Ei[nEN[C 7f EWIVAIFNT vnWUCis Fa+wNm�ID APPirovfL
SPLICE HmT RN�NUT 2'CALV.SIEEI.TRACN �05URE LEVEI B C C D D �.RaEX TD vH�FS ql lHE PACE 3 FOP ADG1noNAL OoOP 1nDTN5 y¢ ��� py� p,�7[ 11�IB�09 pNWNG WI7ER
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MAIR6ACTURED HY GUARDSAN P%6 VFRTi 1 �ANB ATTA HM NT TO NO fJV C-90 HL�CK
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7NE STEEL INTERIDR'IMPACT VINDOV FRAME. EMBEDMENT)(�R,USE�ASTENERS FOR HOLLOV C-90 BLOCIO
S.1V6I•%1/2'TCREV-USED TO fpSTEN➢ECORATIVE PLFSTIC MOLDED �LAGS AND HOLTS CAN BE C�UNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE.
VIwaW FRawE To 7HE ASSEMBLY �PREPARATI�N OF VDOD JRMHS ITY OTHERS
SECTI�N B-B IMPACT NINDOW DETAIL � HODD CONCRETE H�LLOV BL�LK GR�UTED BLO
N.T.S. STRUCNRE STRUCTURE STRUCTURE STRUCTURE
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1/� 2-3� 1-0/2'MIN 4'
19' 2%6 JAMB ,
TYP. 3'MIN
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IMPACT GLAZING FASTENER DETAIL
N.T.S� fFV OESL�IION fi I�V�90!15 DA1E BY
A UPOA7FD ID FBC 20IU 11/19/@ 18A
B 1DIYD QA7PIG I�IE f2/20 2 19R
B 8 MA%SIZE � ��{111111/1lp� �°
DESIGN IAAD �x �ea�°Q,S�;;5HE(��ao�- a=
�� \ 3' 20GA. STRUT LOCATED AT THE TOP +2s.7 PSF W� le���;:�,�GE�SF'• /�i� '��
' • : \AND HOTTOM OF GLAZED.SECTION -37.6 PSF W LL��; NO 004 n�ZF 7��
IATTACHED W/(2) 1/4' X 3/4' HEX HEAD da� ��7 *� u
/ SCREWS AT END AND CENTER STILES '�si�onos a ^=� � / � 2�
� +40,1 PSF �"'�� f�/ ��:�
' -47.4PSF �N�„n: SIl11E Orr �
TOP SECT30N �_e•p' •�(/v.°,
MISSILE d� ��:,(��".�OR19PU.��O, �3.
RESISTANT �3 F�r6OB�Op�oOa�es�yOC�ao, °^~�'
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IN7ERnED[ATE SECTION iss cnaauce coun.vwsrmrsuo�,xc. e�io�vwnwaa.con
GLAZING OPTIDN DETAIL MODEL �850 OAK SUMMIT SERI&S 1000 & 2000
N.T.S, MODEL �800 STRA7'FORD SERIES 1000 & 2000
MODEL {/950 HERITAGS SERiES 1000 k 2000
❑PTIONAL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT � pRABNBY oec oerz npe/o9 onntwcwnmm
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N.T.4 $QT Z[(}
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TABLE 1 TABLE 2
STRUT SPACING(BASED ON RECOMMENDED SEC110N DOOR SECTION HEIGHTS
DOOR CONFIGURATION) TOP HEIGHT Btm #2 #3 #4 #5 �t6 #7 #8
HEIGHT A B C D E F G H T 14'0" 21" 21" 21" 21" 21" 21" 21" 21"
6'6" 51/2" 18114" 361/4° 541/4" 671/2" 13'6" 21" 21" 21" 21" 21" 18" 18" 21"
7' 5 1/2" 18 1/4" 39 1/4° 60 1/4" 73 1/2" 13'0" 21" 21" 21" 18" 18" 18„ 18" 21"
T B" 5 1/2° 151/4" 33 1/4° 51 1/4" 691/4" 8�° 12'6" 21" 18" 18" 18" 18" 18" 18" 21"
8' 5 1/2" 18 1/4" 36 1/4" 54 1/4" 72 1/4" 85 1/2" 12'0" 21" 21" 21" 21" 21" 18" 21"
8'6" 5 1/2" 18 1/4" 39 1/4" 60 1/4" 781l4" 91 1/2" ��,6„ z�„ 2�„ 2�„ �8" �8" �9" 2���
9' 51l2" 151/4" 33 1/4° 51 1/4" 69 1/4" 87 1/4" 99" 11'0" 21" 18" 18" 18" 18" 18" 21"
9'6" 5 1/2" 18 1/4' 36 1/4" 54 1/4" 72 1I4" 90 1!4" 103 1/2" 10'6" 21" 21" 21" 21" 21" 21"
10' 5 1/2" 18 1/4" 39 1/4" 60 1/4" 781/4" 96 1/4" 109 1/2" 10'0" 21" 21° 21" 18" 18" 21"
_ 10'6" 51/2" 181/4" 39114" 601/4" 811l4" 1021/4" 1151/2" g�6" 21" 18" 18" 18" 18" 21"
11' S 1/2° 18 1/4" 36 1/4" 54 1/4" 72 1/4" 90 1/4" 108 1/4" 121�1l2"
11'6" 5 1/2" 18 1/4" 39 1/4" 80 1/4° 78 1/4" 96 1/4"' 114 1/4° 127 1!2" 9'0" 18" 18" 18" 18" 18" 18"
12' 5 112" 18 1/4" 39 1/4" 60 1/4° 81 1/4" 102 1/4" 120 1/4° 133 1!2" 8'6" 21" 21° 21" 18" 21"
12'6° 5 1!2" 181/4" 36 1/4" 54 1/4° 72 1/4" 90 1/4" 108 1/4° 126 1/4" 139 1/2" 8'0" 21" 18" 18" 18" 21"
13' 5 1/2" 18 1/4" 39 1/4" 60 1/4" 78 1/4" 96 1/4" 114 1/4° 132 1/4° 145 1/2" 7'6" 18" 18" 18" 18" 18"
13'6" 51/2" 181/4" 391/4" 601/4" 811/4" 1021/4" 1201/4" 1381/4" 1511/2" 7'0" 21" 21" 21" 21"
� 14' 51/2" 18 1/4" 39 1/4" 60 1/4" 81 1/4" 102 1/4" 123 1/4" 144 1/4" 157'I/2" 6'6" 21" 18" 18" 21"'
•ADDITI@7PL STRUTS IU1Y BE AD➢E➢70 DODR VHEN GLAZED FOR COUNTERBRLANCE PURPOSES
TABLE 3 TABLE 4 _
DOOR 7RACK A7TACHMENT SPLICE Section Center Stile Location ���9n Loads
HEIGHT A B C D E F G H S Panel Type (Measured from Left alowed
6'6" 3.5" 21" 39" 57" 70" �d� Ed9e� Positi�e Negiti�e � ���� oA� �
T 3.5" 21" 42" 63" 76" �ft) (PSF) (PSF) A �A�m��ia i���z�
7'6" 3.5" 18" 36" 54" 72" g2° 8'0 Short,Oak Summit 48.000 29.9 35.4 B IDUFD 9AID1C NOIE islm/��x
8' 3.5" 21" 39" 57" 75" 88" 8'�0 Long 48.000 29.9 35.4 uax.srzE - ����q�11eppo�a s�
8'6" 3.5" 21" 42" 63" 81" 94" 8'i2 Short,Oak Stanmit 49.000 29.3 34.7 9'x ta' �� a��os�:SHf(� s, s�
9' 3.5" 18" 36" 54" 72" 90" 100" 8'2 Long 49.000 29.3 34.7 °�s��SAD w� a,,.`'0�`@��C E fU gF.9 Z.�ed r8
- 9,6" 3.5" 21" 39" 57" 75" 93" 106" 8'4 Short,Oak Summit 50.000. 28.7 ;�}.O -31.6 PSF W�%��; N� 004 �"3��
10' 3.5" 21" 42" 63" 81" 99" 112" 8'4 Long 50.000 28.7 34.0 �sr�onns �`'R�c; �.��'
+40.1 PSF ���
10'6" 3.5" 21" 42" 63" 84" 105" 118" 8'6 Short,08k Sldll�illt 51.000 28.1 33.3 -a�.a asF �d,j': � e w o�
�a . , . .,Tt1YE OF �_
11' 3.5" 21" 39" 57" 75" 93" 111" 124" 8'i6 Long 51.000 28.1 33.3 �� . �<ve Az
� LARGE �� �"'.+��.�L Q ic 10q'�j`��� �3
11'6" 3.5" 21" 42" 63" 81" 99" 117" 130' 8'8 Short,Oak Siunmit 52.000 27.6 32.7 MISSILE
12' 3.5° 21" 42" 63" 84" 105" 123" 136" 8'8 Long 52.000 27.6 32.7 RESISTANT �3 FLao�dSS9�E1H3fl��00�e '��
12'6" 3.5" 21" 39° 5T' 75" 93" 111" 129" 142" 8'10 Short,Oak Summit 53.000 27.1 32.0
13' 3.5" 21" 42" 63" 81" 99" 117" 135" 148" 8'10 Long 53.000 27.1 32.0 a�
13'6" 3.5" 21" 42" 63" 84" 105" 123" 141" 154" 9'0 Short,Oak Summit 54.000 26.7 31.6 •
14' 3.5" 21" 42" 63" 84" 105" 126" 147" 160" iss cawucE munT vtr+sTU+-sav.tt r+a enm vwniwm+.cmi
9'0 Long 54.000 26.7 31.6
MODII. �850 OAK SUMMIT S&RIES 1000 & 2000
�LLL 7pAC1(ARACJIldQli SPAtlNC+/-Y'NLOWED WTH SYP OR SPF N0.1 OP BE77FA ONLY �7UDEL�BOO SlRA7'FORD SERIFS SOOO BG ZOOO
MODII.�950 HERITAGE BERIFS 3000 & 2000
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