HomeMy WebLinkAbout15-16001 . CITY OF ZEPHYRHILLS -
5335-8TH STREET
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BUILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION '
Permit Number: 16001 Address: 6437 BRENTWOOD DR
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: BRENTWOOD FIRST ADDITION
Est. Value: Parcel Number: 04-26-21-0030-O0000-0060
Improv. Cost: 740.63 OWNER INFORMATION
Date Issued: 2/19/2015 Name: GREGG WILLIAM G & LOIS S
Total Fees: , 60.00 Address: 6437 BRENTWOOD DR
Amount Paid: 60.00 ZEPHYRHILLS FL 33542-0622
Date Paid: 2/19/2015 Phone: 813-469-3153
Work Desc: GARAGE DOOR REPLACEMENT 16 'X 8 '
CONTRACTOR S APPLICATION FEES
PRECIS O D R SERVIC BU LDING FEE 60.00
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Ins ections Re uired
OOTER 2ND RO G PL MB MIS INS LATION E LING
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 resulting
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 t) 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 property 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 properly. If you intend to obtain financing,consult with your lender or an attorney
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� before recording your notice of commencement.
Complete Plans,Specifications Must Accompany Application. All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFO C.O.
,
� CONTRAC R SIGNATURE 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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BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: �/`�L'f'�� ��41J?— '
Date Received: Z ��..�
Site: � � 37 re�,`�GJd?�o'� �
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Permit Type: ,q, . � !�)C� �, ��C-`e-
Approved w/no comments:� Approved w/the below comments: ❑ Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/or plans.
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Kalvin witze 1 s Examiner Date Contractor and/or Homeowner
(Required when comments are present)
a�s-7sa-oo�o I City o#Zephyrhi3ts Necmjt y►ppttcac�on .M��.� .����--.
' '/^"�-~-- ( Building Department
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Date Ftecelved �,,,�.j=`� p�ane Contact for Permitting �� �v — ��-3'� ,
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Owner's Name G.�G�rf/�� �r,; Owner Phone Number "S`,d.�3 i
Owner`s Address t�� � J��� - l' Duitzier Phone Numbei� �
Fee Simple TifEehalder Na�ne � � ' Ouvner Plione Nuiriber�� �
Fee Si�iple 7ifEeholder Address` � ,
.lOH ADDRESS 6�/,� �"' � LO?�# ��
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5UB�IVISICIN ��r f��y� '� PARCEL I�# OY"."�6'��?l~ C��O'"`�G���°�4 -
, � {OSTAINED FROM PftOPERTY TAX NOTtCE} �
WQRK PROPOSED ' e , NEW CONSTR e ADD/ALT C] SIGN [� , MOVE Q , DEMOLISH ,
� INSTALl REPASR
PROPOSED USE - [� � SFR [�- � COMM Q OTHER
TYPE OF Cf3i�iSTRUCTICI{+1 Q � BLOCK � FRAl1ttE ..Q STEEl. � t?THEE2
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DESCRIPTiQN OF WORlC Gt:� �=-��" - XF� � �G�-/� .s"`�
BUIGDING SIZE I " ( SQ FOO'fACE��� HEIGHT �� ,
c�. BUILDING $ .iJ��r ��,� VALUATIQN OF T07AL CONSTFtUCTION + y l �pOO` �
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� ELECTRICAL r � � AMP SERVICE � PROGRESS ENERGY C] W_R.E.C.
0 PLUMBING ' ' $� I � '�G—�--7G�
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Q MECHANICAI. � $; ; � VA�.UATiON OF MECHANICAL INSI'ALtAT10iV � r .��` �G�.I'I
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FINlSHED FLOOR ELEVATI�QAlS FLOOD ZONE AREA QYES QhfC1
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BUILDER t I � - ` c COMPANY �/�'C%�r*3'.✓ �cr'��.2�2
SIGNATUI2E %� �``'' �e���si��o ` N �cuR�r Y�/N
Address / r�h+rv6./C B�t.� C�t�rz„1s4r"FC 3�' 62. , - . l.icense# �/-2S�i%63 �
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ELECTRICIAN. . � �� , " CqMPANY
SIGNATURE ' ti��is��n Y/ N FEE GURRENT. - Y/N �
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Address j ' i � - License#
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Pl.11MBEi2 � ' , COMPANY ' .
SIGNATURE � ; � i �e�cis��zEn Y/ N - FEE CuRRENT �Y/N
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Address I [ ` � �iCense#
MECHANtC;�� f � ` C+b141PANY �
- SIGNATURE f REGISTERED � Y/ N , FEE CURREN7 Y/N ,
Address � � - Ucense# �� �
-- -dl'HER � -. . __. �,. . _._._. M�g Y .
SIC+NATUFCE �I � tx�sisTertEO ' Y/ N FEE CURRENT� I�IV� �"-------
Address . , . _ - ' License# � �
R�SiD�NTiAt Attach{2}Pto�Plans;(2}se#s af Buitding P3ans;{1 j set o#Energy Fortas;R-0=W Percnit for new construction,
Miniriium ten 0)woridng days after submiRtat date. Required onsite,Gonstruction Ptans,Stormwater Ptans w!Silf Fence insfaifed,
- Sanitary Facifl es&1 dumpste'r,Site Work Permit for subdivtsionsAa�ge projecis
COMN6ERGlAL Attach.(3}co plete sefs aF Bu�lding Pfans plUS a i..ife Safefy Page;('!}set of Energy Forms.R-O W Percnif for r�ew cans#ruction.
. Minirlwm ien �10)working days after submittat dake. Required o�site,Construc6on Pians,Stormwater Plans w/Siit Fence insta8ed,
Sanitary Fecilities 81 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance
SIGid PEE2Mli' Aftach{2}sets of Engineereci P1ans. -
"""PROPERTY SURVEY requirecl for all NEW consUuc�on. � _
D3rec#�arts: � � � I -- .
FII out application completely.( .
Owner 8�Contractor�ign b�ck�of application,notarized �
if over$25tIU,a No#ice of Gommencemant is required. {A!C upgrades auer$5000}
'* Agenk(for the contraetor)o�Power of Attomey(for the owner)wouid be someone with nakarized letter from owner autharizing same
OVER THE CoUNTEi4 PERiVIii't)�� (Frank of ApplicaHon Oniy} -
Reraofs Sew;ers Service.Upgrades A!C' Fences(PIot/Survey/�ootage) .
Dciveways-Not aver;Gounter f on pub�ic madways,:needs ROVtt
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NUTICE fJF DEEQ RESTRICTIOMS: The undersigned understands that this permit may be subject to°deed°res#rictions°
which may be more rest�ctive#tian County regulatians: The undersigned assumes respansibili.ty for compliance witii any '
applicable deed restriaEians. i �
UNLiCENSED CCiNTRACTORS AND CClNTRACTOR RESPONSIB#LITiES. if t�e awner has hired a cantf-actcir or
contracfarrs ta andertake�work. #hey tnay be required to be licensed In accordance with state and laca! regulations. !f#he
contractor is not licensecl as reguired by law, both the owner and contractar may be cited for a misdemeanor violatic�n :
under state law. If the awner or�.lntended contractar are uncertain as ta what licensing rec�uirements may apply for the
intended work, they are �dvised�fo cantacf the Pasco County Buiiding Inspection Division—Licensing Sectian at 727-847- �
8009, Furthermore, if fhe owner has hited a contrac#ar or contraators, he is advised ta have the con#ractor{s) sign
partians of fhe °cantrac�ar Block" of this application for whtch they will be responsibte_ If you, as the owner sign as the
con#ractor. that.may be�an indic;ation #ha�he is riat properijr!lcensed and is nat entifled to permitting privileges in Pasco
Coun'ky. - � I .. . � .
TRANSPORTATION IMQACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands '
that Transportation Imp�Ct Fees and Recourse Recavery Eees may appiy fo the constrUCtiott of new buildings, change of
use in existing buitdmgs or expansion of exisfing burfdmgs, as spectified in Pasca Counfy �rdinance number 89-07 and
90-07, as amended. T�e undersigned atsa undetstandsR that such fees, as may be.due, tnri(( be �dent�ed at the t€me of
permitting. It is fcsrther nderstood that Transportation Impact Fees and Resource Recovety �'ees must be patd prior to " �
receiving � °certiflcate of occupancy° or fina!power release. If the prajec4 does not involve a certificate of occupancy vr
fnal power release, the�fees must he paid prior to permit issuance. Furthermore, if Pasco Counfy WateriSewer Impact
fees are due,they must`be paid prior tn permit issuance in accordance wifh applicable Pasco Counfy ordinances: ° - .
' CONSTRUCTtON LIEN LAW(Chap#er 713, Florida Statn#�s,as amend�d): If uaivafion of tntork is$2,500.00 or mare, 1
certify fhat t, fhe appti anf, have been pravided with-a copy of the °Fiorida Gonsttuction Lieh Law—Homeovmer's
Protec#ion Guide° prep red by�the Florida Departmen#of Ag�icul#ure and Consumer Afi'airs. !f the applicant is someane
other than the°owner�,� certify(#ha#! have obtained a copy of the above described dacument and promise in good faith to
deliver ik to`ihe:°owne�" �riot ta cammencement. -- �-
CONTRACTOR'S/OWi�ER'S AFFIDAVIT. I cerkify that ail fhe�infarmation in fhis applicafion is accurate and #hat al)work
will be done in complia ce wi#h a(i applicable taws regu)ating constnretion, zo�ingand land deveiopment. Applieation is
hereby made to obEair�a pecmit fa da work and 'tnstallatlon as fndicaEecl. ! cert#ty that na wotk or installatian has
cammencec! priar to issuance io€a petmit and that all work wi!! be performed ta meet standards of atl laws regula#ing
const�uction, County a'd City,cades, zoning regulations, and land development regulations in the jurisdiction. , f alsa
cettify that I tinderstan�that tlie �egulations of other govemment agencies may apply Eo the intended work, and that i#is
my responsibility to identifjr what ac#ions 1 musf take to be.in compliance., Such agencies inctude but are not limited fo:
- Departmen� of Environmentat Protectian-Cypress Bayiieads, Wetland Areas and Erivironmentaily Sensitive �
Lands,Wa�erfWasfewaterTreatment: � �
- Soufhwest f Florida 1Na#er- Management DisUict We!!s�_ Gypress Bayheads, Wetland Areast� Altering_,�
Wat�rcaurses. ; . � �
� - � Army.Corps of Engineers-Seawa,lis,Dncks, �lavigabie 11Vaterways.
- Department of Health $ Rehabilitative Services/Erivironmentat Healfh_Unit Weits�,Wastewater Trea#ment,
Septic Tan�CS. , " �
- US Enviranmental�Protecfion Agency-Asbestos abatement. , ,
Federa!�A�iation Att#hority-Rut�ways. - � � - - - � '
' _ 1 understand that#he following�restrictions apply to the use af fil1: -
- � Use of fill is nat allowed in 1=1ood Zane"V"unless expressly permitted. � �
- - !f the fill material' is to be used in Fiood Zone "A", it is understaod #ha� a drainage pian addressing a
.compensatmg vo�ume wilt be submi#ed at time nf permitting which is prepated by a professional engineefi
tiaensed by ffie Sfate of Ftorfida. -� � - '
- - if the fll rrrater�a{$is to be used in Flood �ane °A" in conriection with a perm�tted bUilding using,stem wali
canstruction, I certify that fil!wii!be used only to fill the area within the stem wall.
- ' !f fi14 materia! is to be used in any area..l certFFy #ha# use of such fill v1►i{I nat adversety affect adjacent
properties� lf.use of fill is found to adversely affect adjacent properties, the awner may be cited for. viotating
the condit�ons�of�the buiiding permit issued under the a#faehed permit applicatir�n, for lots less than one {4)
acre which are elevafed by fitl, an engineered drainage plan ts requ�rec4, � �
if i am the AGENT FOOR THE�OWNER, 1 promise in good faith to inform t9ye owner of the permitting conditions set forth in
this affidavit peiar ta commencing canstrucEi�n. ( understand ihat a separate permit may be required for electricat work,
pSumbing, signs, wells, pools; alt conditioning, gas, or other�ins#allations not specificatly inciuded in fhe applicatiori. `A
permit issued sha!! be!construed to be a license ta proceed with the work and not as authority to.violate, cancef, al#er, ar
set aside any provisions of the#echnical codes, nor shall issuance of a�pettnit prevent fhe Buiiding{Jfficiat ftotn there�fter
- :requining:a.conectian jc►f.etrar.s in�.ptans;:.consfnacfion ar vioia#ions af any aodes. Eve.ry pet�mft issued 5ha1!-:become.i�tv�lid- -- -
uniess the work authorized by such permit is commenced within six months af permit issuance. or �f�nrork aukhorized liy
the permit is suspended or abandoned for a perioc!of s�x{6j mon#hs after"the time the work is commenced. An extension
rr�ay be�requested, [n�wnting; from the Building Official for aperiod nat#o exceed ninety (90) days and wilt demanstrate
justiflable aause for th�e exten`sfan_ ff work ceases for ninety(90)aonseaufive days,the jab is considered abandoned. ;
WARNiNG TO t3WNER: YOUR FAILURE TC} RECORD A NQTICE �F Ct�MMENGEMENT MAY RESULT IN YOUR
- ----P-AI�ING�73t5►ICEEQ_R,tMCRQVEMENTS TC1 YQUR PRQPERTY. 11=Y.U4J INTEND TO OBTAIN FINANGING,CONSULT
WITH YOUR lENDER O 'N.ATT4RNEY BEFURE ECO-RDIIqG-YUtTR NOTICE-O�-CO MENCEMEt�T:'°= --- —
�LOFtIDA JUFZAT{F.S.7 �' ( ' _ —
t}WNER OFt AGENT � � CONTRACTOR �� ?
5ubs b a d swom br affinne efor � ' � Subs "b and swom fo or afHrm efo �
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y{�� {g gr� pn a ,t e'ior haslhave produced Who(s/ar rsonally kn o me or haslhave produced
i asidenti8cation. asidenti�ca8on.
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t�lame of Notary typed,�p�i�'�,, or� �� Name of Notary typed,printed or � d� �������`
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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 � Publications � FBC Staff BCIS Site Map ; Links j Search �
Busines.(�
' � E:* Product Approval
Professi n�l !!P � USER:PubllcUser
Regulation
Product Aoprovai Menu>Product or Aoolication Search>Aoolication List>Application DeWil
e a FL# FL13521-R2
Application Type Revision
Code Version 2010
Application Status Approved
Comments
Arch ived �._.
Product Manufacturer Amarr Garage Doors �����G�T���-'v�1�]L'Y WITI�
Address/Phone/Email 165 Carriage Court �'�''`��Lj�'`��-i B�DING,
Winston-Salem, NC 271��'�C g����-�p�LJI�BING AND
(336) 251-1309 ��-'C�^=?`%-.�A�COD„S.
danny.joyner@amarr.com
Authorized Signature Brandon Gentle
brandon.gentle@amarr.com
��V1C�jr��TE
�` I I- r �.-
Technical Representative Brandon Gentle e�TY�F f'�
Address/Phone/Email 165 Carriage Court p�p�s ` �HYI��}ILLS .
Winston-Salem, NC 27105 ��{�/l�(��R �
(336) 251-1308
brandon.gentle@amarr.com
Quality Assurance Representative ' Danny Joyner
I 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 Ol/01/2015
Validated By Steven M. Urich, PE
' �^ Validation Checklist- Hardcopy Received
' Certificate of Independence FL13521 R2 COI Statement of Independence revised.qdf
Referenced Standard and Year(of Standard) Standard Year
http:/lwww.floridabuilding.org/pr/pr_app_dtl.aspx?param�vGEVXQwtDquynOPErOHeedQlXYk15Di4T... 9/18/2013 �
Florida Building Code Onli.ne 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 I
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 Drawin4 7-10
Approved for use outside HVHZ:Yes FL.pdf
Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +37.0/-41.0 Chart.pdf
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 Reoort
7-10 sealed.pdf
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 Drawin4 7-10
Approved for use outside HVHZ: Yes FL.pdf
Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +35.6/-42.1 Chart.pdf
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 Reoort
7-10 sealed.qdf
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.adf
Other: Verified By: Thomas L. Shelmerdine FL PE# 0048579
Created by Independent Third Party: Yes
Evaluation Reports
FL13521 R2 AE IRC-6009-169-15-I Evaluation Reoort
7-10 sealed.odf
� 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=wGEVXQwtDquynOPErOHeedQlXYk15Di4T... 9/18/2013
Florida Building Code Online Page 3 of 3
, I Limits of Use Installation Instructions
' Approved for use in HVHZ: No FL13521 R2 II IRC-6016-140-24-G Drawinq 7-10
Approved for use outside HVHZ:Yes FL.pdf
Impact Resistant:Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +29.7/-33.8 Chart.�df
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 Reoort
7-10 sealed.qdf
� Created by Independent Third Party: Yes
13521.5 Stratford, Heritage and Oak Dwg. IRC-6016-130-15-I,Thru 16' wide.
' Summit Models 600,650 and 950
Limits o e Installation Instructions
roved for use in HVHZ: No FL13521 R2 II IRC-6016-130-15-I Drawinq 7-10
Approved for use outside HVH2:Yes FL.adf
` Impact Resistant: Yes FL13521 R2 II Retail Product Cross Reference
Design Pressure: +25.6/-29.1 Chart.pdf
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 Reoort
7-10 sealed.pdf
Created by IndependentThird Party: Yes
13521.6 Stratford, Heritage and Oak Dwg. IRC-6009-130-15-I i
Summit Models 600, 650 and 950
Limits of Use Installation Instructions
Approved 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: +26J/-31.6 Chart.qdf
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 Report
7-10 sealed.odf
Created by Independent Third Party: Yes
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Contad Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer Coovriqht 2007-2010 State of Florida.::Privacv Statement::Accessibilitv Statement::Refund Statement
Under Florida law,email addresses are public recards.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 bffice 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,Iicensees 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 off,icial communication with the licensee.However emaii addresses are public
record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.
To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval Accepts:
. � eCheck �
sccuritv5�r:�n�cs
http://www.floridabuilding.org/pr/pr\app_dtl.aspx?param=wGEVXQwtDquynOPErOHeedQlXYk�5Di4T... 9/18/2013
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-WOOD JAMB ATTACHMENT TO STRUCTURE
�X 6 VERTICAL JAMB fTTACHMENT TD Vf7�D FRAME c7RL�GTL�RE
033•6nLV siEEL INtEWmt IMPAC7 vIN�UV FRaME S/16•%3'LAG SCREWS STARTING 6'FR�M ENDS THEN 24'6G(1 I/2'EMHEDMENT)
.u33•GFJ.V STEEL E%TERIOR INPAC7 VINUnv FRAME V/S•HITE�N GLASS HILTI KM]KlHOLT 3/8'XT4'STARTING 6'�FROMcENDS�THEN 24'O.C.<2 L2'EMBEDME11n
g�� 7 ,lE HILTI SLEEVE ANCHOR 3/0'%2-3�4'STARTING 6'�FROM ENDS THEN 20'O.C.tl 1/4'EMHEDMENT)
MtlLUEDTEZ��SVSN�V�FR�a�iE ITM/RAMSET REDHEAD fTRU-BOLT)3/8'X 4•STARTING 6'FROM ENDS THEN 24'O.C.(2 1/2'EMBEDMENT)
25 GA STEEL DO�t SKIN �X 6 VERTiCAL �AMA ATTACHMENT TO HOII�W -__ _�_90_?_I Of'K -
S/16•UVERALL SIMPSON f/�'%3'TITEN SCREWS STARTING 6•FROM ENDS,USE PAIRS OF FASTENERS
1/e'CLEM ANNEpLED GLASS f3'APART)AT 16'O,C,tl 1/2'EMBEDMENT) USE PA1RS�F
090'PVH INTERLAYER HILTI 1/4'%2-3/�'KV1K-CON]I�SCRENS STARTING 6'FROM ENDS,
1/e'LLEAR ANNENLED GLASS FASTENERS f3'APART)AT 16'O.C,C1'1/4'EMBEDMENT)
MANUFACTURED BY GUFRDINN
� v nnnn ast r,ornm
H1LTI SLEEVE^ANCH�R 3/8'X 2-3/4'nSTARTING 6'FROM EPIDS THEN 24'O.C.tl 1/4•
SUREBOND SH-190 EMHEDMENT)COR,USE FASTENERS FOR IiOLLOW C-90 HL�CK)
3 2 _ STRUCTURAL ADHESIVE
■LAGS AND BOLTS CAN HE COUNTERSUNK TO PROVIDE A FLUSH NOUNTING SURFACE.
2 3/16•X 1i2•SCR[v-usED 7� rpREPARATION�F W�OD JAMBS ITY DTHERS
FASTEN THE STEEL IXTERIOR IMPNCT VINDOV FRANE TO
THE STEEL INTEWOR IMPACT VINDOV FRAME WppD CONLRETE H�ILOW BLOLK
S 1L64'%f/2'SCREV-USED'f0 fA57EN DELORATiVE PLAS7IC MOLDED .F� STRUCTURE STRUCTURE STRUCTURE GROUTED BLOC
VINDOV FRANE TO THE A55EMHLY � STRUCTURE
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N�T.S� I; .. iI
1/� 2-3� 1-L2'MIN 4'
2J(6 JAMB
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18-1/8'
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REV DFSOtP117N CF I�Y190N5 UAIE BY
6 lWDF7ED TO F6C 1010 II 1 I�A
B ADUFD HAID7G NOII 01 J!7A
NTSCT GLAZING FASTENER DETAIL 76;x�DTM �_ �e0��°L�BHE(�°'�,ss "
_ 74�HEIGHT �q �so �J,..•••• M(C` O � _
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ar�u�`.wrn � �°'��^'NO 00 9 '.R`fao
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TOP SECIION RESISTANT ��FL
3'20GR.STRUT LOCATEO AT TF�TOP
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VEAD SLREVS AT EPID ANO CENTER (� � � � w
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' IM[kMEOIATE SECnON MODEL�p800 STRATFORD 9ERIE9 lOOO &2�00
MODEL �850 HSRITAGE SERIES 100D'&200D
OPTIDNpL SHORT PANEL GLAZED SECTION STRUT AND STILE LAYOUT Sg ORANIQ'! BNG DA1E 11/13/09 OAAt87GNJ1@ER
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N.T.S 9�Z((�
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TABLE 1 TABLE 4 TABLE 5
SecUOn MsDesigi
DOOR STRUT SPACING(BASED ON RECOMMENDED SECTION CONFIGURA710N TOP secum ���m�� -pen�ryp L09Q9�0'^�
� HEIGHT A B C D E F G H I J K L M N T -Y;,iaN Pu�alloe „i �i 3b em eu, W1°U' �P05�'0����°
° w
6'6° 5 1/2"18 1!4"25 1/2"36 1/4"43 1/2"54 1/4" 67 1/2" (e) MI (n> pn) �n) M) �ft� �aSF� rySF�
iaa snm ae.ai n.� �a:o sron aaa �.o
T 0" 51/2"181/4"251/2°331/4"46112"601/4" 73 1/7' toia �ore ao.s ac.s
70'.0 ������ ��� 70'0 O8k5ummfl 40,9 A8.5
T 6" 51/2'151/4"22 1/2'33 114"40112" 511/4' S81l2"691/4" 81" �a o o�x s�mMi ao.e�eo.ao as.aa
8'0" 51l2°1B 1/4"25 1/2"361/4"43 1I2"54114"61 1/2"72 1/4" 851l2" �z;o snon aee�rza es.ie is'io snoe aa.i ae.e
�rio Lo dB.67'l200 ei.ae irio u�re aa.t� ae.e
8'6" 51/2'181/4°251l2'391/4°461/2"601/4"671/2'781/4" 911/2° tzo ooxsunM�ae.si nao eSea tro oet5ummit aa.i ae.e
9'0" 5�/2' 151/4'22112°331/4"401/2' 511/4" 581/2"691/4"761l2" 871/4" 99" ixs snm 49.81 73.00 ae.3e iz�s snon a�.e ae.2
9'6" 61/2'181/4"26112°361/4°431/2'S4114"61 7!2"721/4"791/2" 901/4" 10.31/2" +rx cn.ae�+a.m es.ez ias �0 33.6 38.7
����° 5��2'1B 1/4�2$��2�39�/4°qs��2�6���Q°67��2��8��4`8$�/2" 96��4° 109��2• 1Y'P Oak S�vnMl 4B.OB 73.00 BdB4 1Y92 Oak Sum11It 73.9 3BA
17N 5IM fi0.84 7�.00 W.38 '17.4 SIbM1 973 37.7
10'6" 51/2°181/4°25112°391/4°461/2°601l4"67112'81 7/4"881/2"1021/4' 1151/2° ixia � s+.ae�+.00 eaez ira w a�.2 a7.�
11'0" 51/2"181/4°25112'361/4'431/2"541l4"611/2°.721/4"791/2" 901/4" 971I2° 108114" 1211/2° +zla OukS�nnM14B.B1 �a.ao se.ie is�a oaks�,mm¢ 37.7 3�.�
11'6" 51/2"1B 1/4"251/2'391/4'461/2°601/4"671/2°781/4"851/2" 96�1/4" 103 1/2' 1141/4" 1271/2° +z;e snon w.ei�s.ao ee.� i2�is snon a2.i a�.2
+zis s+.+>>s.ao se.m �re �e az� atz
12'0" 51l2"181/4°251/2°391/4°46112'601/4°671/2°911/4"881/7 1021/4'1091/2° 1201/4° 1331@' �r�e exs„nm�so.se re.ao ss.na ir�a oaks�mmu s2� a�.s
12'6° 51/2"18114"251/2°361/4"431/2"541/4°61 1/2°721/4"791/2" 901/4" 97112" 1081/4" 1151/2"1261l4"1391/2" �r;a suvi 61.W 76.00 t00.J3 ir�a snon J2.3 3a.�
i71B L.o 62.70 76.W BB.BO 778� Lo �.3 38.7
13'Q' S'1/2°101/4"251@"391/4"481@'fi01/4"671/2"781/4"851/2" 961/4° 1031/2°1141/4" 1211/2" 1321/4'1451/2" �rie OukSUnMi67.71 re.aa iao.es iz�e oaksummu s2a ae.�
13'6' S'1!2'181/4'251/Z'391/4"461/2'60 1/4'671l2°81 1/4°881/7''102 1/4"109 1I2"1201/4"1271/2" 138 1/4"151 1f2" iz.�a snan sase n.m im.�e irno snon 31.8 3e.s
14'0" 51/2"181/4°251/2°391/4"461/2'601/q"67112°81 1/4"881/2" 102 1/4"109 1/2"1231/4" 1301l2"1441/4"157 1/2". +r ia �.to n.00�oo.eo iz io �or� ai.e ae.s
77 7o Ook Sunmit 52.oe J7.ao tO1,B4 7z 70 Oak Swnmlt J1.8 .1
•ADDRll]NAL STRUTS MAY HE ADDED T�➢�R VIQN GLAZED fOR L�UNTERHALANCE PURPOSES 170 SnaM1 5].a0 7B.00 ta3.ao 73'0 ' Sha1 �1.6 35.8
73'N 61.10 78.00 107.90 �30 �pnp 71.6 SS.B
17I0 OekSwiM 6281 78.00 10378 �3'0 Oak5lrtnmll 31.5 35.8
17'Y SIiM 54.00 7B.W 104.00 �g 2 SMrt 31.7 35.3
73'2 �me 6s.to�s.00 tozeo 73'!2 Lo 31.7 35.3
t312 Oek SumMl W.50 78.00 10<.44
73'4 Stul 56.40 80.W 1U£80 13'Y Oak Slrtnmll �1.7 35.3
t74 Lan SlBO 80.00 705.70 174 StIM 3V.7 3<.9
77�4.Oak5umM154.91 BO.OD 105.89 13'14 Lotg 30.7 34.9
73"g ShoM1 65A0 07.W tOB.90 13'd OBkSUmmN 30.7 34.8
77'B 65.60 Bi.W'10&10 13'8 Slu�l 30.3 34.4
7J'IB OakSUmm1165.09 01.W 10B.B4 13'i6 �•� .�.<
77'!B Sbwt b0.4o 8200 707.60 13'�B Dak Sinnmll 30.3 34.4
73'B Lon 68.b3 b2•00 107.38 13'f8 Shml 28.9 J0.0
13'�8 OBKSinnm1135.e1 8200 108.78 73yB 4B.B 94.0
73'110 SiroR 61.18&107 10671 1?!e Oak Sunmll 29.9 50.0
73'110 Lon 57.77 B3.W 108.83 73y70 SMt 28.8 37.8
TABLE 2 TABLE 3 ,�:,���s�^�^"����'°°,��'" 13�,0 �.e �.e
74'o SnoR 61,18 BE.W 1to.N 13 to oaKSUnmll Y9.B 3J.6
74'10 Lon SB.67&.OD 709.38 . 14'�0 S�al Y8.2 3]R
DOOR iRACK ATTACHMENT SPLICE ia^a OaltSiunrtN 67.31 ea.oa no.es �a•o �ans zv.s xu
DOOR SECTION HEIGHTS ta•x snat se.as esoo+tt.at
HEIGHT A B C D E F G H S �4,Z �.o� 5yii es.a��oe� �a�io o�sunmu xs.x aas
HEIGFIT Btm #2 1J3 #4 tR5 t16 #7 #8 ia�iz snm PBB aze
14'0" 21" 21° 21" 21° 21" 21° 21" 21° 6'6" 10" 21° 39" 57" 70" ta•iz oacsummusa.ae esoo tn.ea tax se.e �.e �' ���� DAIE eY
13'6" 21" 21" 21' 21° 21' 18' 18" 21' 7a•t snat ea.7e ee.00 1727t A lR9AFD TO FBC 2010 II 1 RR
7' 10" 21' 42' 83' 78° �a•,4 �.�������.� �a•z aacsumm� as.e as.e
T 6" 10' 18° 36' 54' 72° 82° ia•:a omcsummn ea.e� eaoo iiaia �a�a snat 2e.e ax.e B ADDFD HAID�CxUR �1 AJ�
�3��" z�" Z�� 2�� �8� �8� �8� �B� z�� 1456 ShoR 68.88 B�.00 77d.07 14'4 Ln 28.6 3Y.4
0� ��" 2�° 39° rJ�" 7rJ° 8g� 74'4 OdlcSUmml1 16.5 32.4 MAX SIZE ^ Qa��110770pQ�Q �S
12'6" 21° 18° 1B" 18' 18" 1B" 18" 21° 14'i8 �o�e eti�e�.00 ntea 16'WIDTH �s�� $Hf ���o •�
12'0" 21° 21' 21' 21° 21° 18° 21" 8'6" 10° 21' 42" 63" 81" 94° �a•,e oa¢sw�muse.ss e�.ro��a.aa �a•:s sroat se.z �.i 1a'HEICH7 � oa �J,:�••••,��s7 °� _'
11'6' �21° 21" 21" 18' 18" 18° 21° �r;s snort sa.se eaoo i s.at ia;e iore •ze.z 3zi ♦ P s z
9' 70' 18' 36" 54' 72" 90' 100° 745s oaksummn 28.Y s2t N��°o �� vo°°pC�':�,�G�N ' •9�j>s�2
11'0" 21" 18" 18" 18° 18" 10" 21" 9'6" 10" 21° 39" 57° 75° 93' 108" i o �mm . . . . . ia•e srort s�.s a,.t wcxruwrnnor+s) � ,a,�;• A, 7i,e �
10' 10° 21' 42" 63" 81" 99' 112" �4'+o snm ei.ze eem ne.e� o . . DESICN LoADS �,� g Pd0�1�Y�/•'���
10'8° 21• 21" 21" 21° 21" 21` - ia•no �an5 +s5o rezao aa.00^no.ia i3zao ummi • • +25.6 PSF a m sY' � e'�•aa3
10'0' 21° 21" 21" 18' 18" 21" 10'6' 10' 21" 42" 63" 84" 105" 118" 74'170 OMSUmmIl87.08 BB.00 �e.ea ta m snan sae Jt.a -28.1 PSF � '
11' 10" 21° 39" 57" 75" 93' 111" 124" is•�o snm e+.ea^76.W 80.00^�w.w�i�.ee ia�ita � z�.e 37.3 ��.aC �� a
9'6" 21" 1B" 18" 1B° 18" 21° --_� �s•�o w ae.so ree.3a ea.ao•inao�xa.ao 7EST LoADS � �..
14'170 OakSumMt 47.8 91.3
9'0" 1B" 18" 18" 18° 1B" 18" � 11'6' 10" 21" 42" 63" 81" 99° 117° 130" �sio onks�iai.w�s.ei eo.00^�ie.�eueae �s�!o snon 77.3 31.D +38.aPSF .�3 ° �, .�ife9TE JF :�u��',�
8'6" 21" 21° 21° 18" 21" 12' 10' 21° 42' 63° 84" 105"123° 136" is�z snon ezaa^re.m e�.00^ios.n us�i tslo _ 2�a 3t.o -43.7 PsF �� � p. �.ma�z
8'0" 21" 1B" 18" 18" 21" 12'6" 10" 21" 39" 57" 75" 93° 111"129" 142" +syz � ai.m^s�.aa evoo^�ix�o�u.ao �� r �`°'.L O R IQ%'��e� ��`
�b•iz oaks�mmnaa.ia^ezcs e�.00^f�s.e4�a�.ee �5tia oa�csumm� zi.� za� LARGE �� �o�•�� �hee 3
T8' 18" 18" 18" 18" 18" 13' 10° 21" 42° 63" B1" 99" 117"135" 148" 16'4 snwc 53.b�79.20 ta4.80 130.40 �52 sn�rt z�.o 30.8 Mis5LE �i�o$''f�°���4�CbaaO y
7sa Long a7.2s^65.a7 etoa^77a.ae73s.75 752 �ag 27.0 ao.e IMPACT ��F� Betasaeeo��c'+ea� �� .
T 0' 21" 21" 21° 21' 13'6" 10' 21" 42" 63' 84" 105"123'141' 154" 16'14 od�s��„u aa.m^es.a+es.00^120.69 149.38 �s�,z s�,mmu r�.e xa.e RESiSTANT
6'6° 21" 18" 18" 21" 14' 10' 21" 42" 63° 84" 105"126"147" 160" �s'e snat aeaz^es.et w.ao^118.791J8.38 �s�a seat ze.� 30.3 J7C�r
ALL iNAIX ATTAGWENT�ACRl�i/-tA'ALLONSD WIIH StP OA�I N0.II Oq BCTIUI ONLT �6'rB Lon 47•60^70•30 W.UO^115.]0 736A0 �b� 7&7 30.3 'y„�j�j�
76i8 Oek fianMf 41.43•70A1 87.00 M16.7B 738.bB 15'd Oek Slunmlt 21.6 Y4.3 ]J I L�.L/�
i5B S�M <7.82"TO.B7 81.00 M17.1B /0.78 15'6 StaR 2&4 =-
7618 Lo CB.W^77.3U 80.00 H1B.T0 139.40 15'8 Lo P8.4 3�A l63 CPPWPGE COUifT VINSTUHSPLd.N.G 27I0.T
7518 OM S�rtnmil 48.02"71.07 80.00 M 10.89 739.BB 76'8 Oak Summll 2&4 30.0
�sno snon anez^n.ai m.00•�ie.ia+a�.ae �s•ia smn z�� z9•T MODBL �86D OAK SUMMTT SERIES 1000 k 2000
is��o aan^noa es.ao^i�.ez�+o.ea. �s•;e �on5 �� �9•� MODEL 800 51RATFORD SIIiIES 1000 k 2000
fs:to oak3umMt d&�•1t.61 BS00"itate tlt.]9 7sI9 oek s�unmii 261 29.) �
ts'io snm aa.s�•n.s� ee.oa^tie.te iazaa te'no snon 2s.e 28.4 MODII. �950 HERITAGE SERIES 1000 k 2000
18',0 60.80^A.30 08.00^11B.70 741A0 15'i70 Lorg 25.9 28.4 ,
76Y0 Oek Sivnmi�4fl41•72N BB.00'179.]8 11J.E8 15"10 Oek SummM1 25.8 I8.4 y7F DAA1N BT @G UAIE II�IJ�09 OflAPlM�NII�ER
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16�0 Oek Summil 25.8 79.1 y}�{y Q'y
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