HomeMy WebLinkAbout16-17883 ��
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_ CITY OF ZEPHYRHILLS
5335-8TH STREET
Y - ; (s13)7so-oozo 17883
'I BUILDING PERMIT
� PERMIT INFORMATION � LOCATION JNFORMATION �
Permit'Number: 17883 Address: 37647 COREY LEWIS AVE LOT 321
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:- GRAND HORIZONS
E�t. Value: Parcel Number: 34-25-21-0180-00000-3210
Impr�v. Cost: 55,700.00 OWNER INFORMATION
Dat� Issued: 11/02/2016 Name: WEICK RAYMOND E & RUTH
To•tal Fees: 523.50 Address: 10701 ROSEATE SPOONBILL CIR
Amo,unt Paid: 523.50 ESTERO FL 33928-2462
Date Paid: 11/02/2016 Phone:
Work Desc: ALUMINUM PKG ( GARAGE, GLASS RM SIDEWALK,DW & STEPS)
� CONTRACTOR S - APPLICATION FEES . �
B & H CONSTRUCTION OF CENTRAL FL BUILDING FEE 463.50
BARNES ELECTRIC OF CENTRAL ELECTRICAL FEE 60.00
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� ' Ins ections Re uired '
FOOTER I 2ND ROUGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
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1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
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PRE-SLAB SHEATHING MISC. MISC.
CONSTRIJCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
! first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe 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.
"Wacning 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 f nancing,consult with your lender or an attorney
� before recording your notice of commencement."
CompBete Plans, Specifications Must Accompany Application. All work shall be performed in accordance with
� City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
� NO OCCUPANCY BEFORE C.O.
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I COfV� RACTOR GNATURE 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 CONIMENTS
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Contrac'tor/Fiomeowner: �j s`�L[C�f�7 U
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Date Received: /(y � 8 •�� �
Site: � , ��� � �' ���S `�`�'`�.
Permit Type: � � -'L� C,��c, �(,. 2 iC, S�G�"Gt�a-�� `�'�V �..5
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Approv�d w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
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This comment sheet shall be ept with the permit and/or plans.
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Kalvin Swi s xaminer Date Contractor and/or Homeowner
(Required when comments aze present)
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� �813-780-0G20 City of Zephyrhills Permit Application Fax-813-780-0021
' Building Department
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i Date Received Phone Contact for Permittin � ��� — G�`�'
' Owners Mame Weick,Raymond& Ruth Owner Phone Number
Owner's Address 10701 Roseate Spoonbill Cir,Estero,FL 33928 Owner Phone Number ,
, Fee Simple Titleholder Name Owner Phone Number
; Fee Simple Titleholder Address
�os aooRess 37647 Core Lewis Ave,Zeph rhilis,FL 33541 LOT# 321
SUBDIVISION Grand Horizons-Phase Four pARCEL IDIF 34-25-21-0180-000003210
(OBTAINED FROM PROPERTY TAX NOTICE)
I WORK PROPOSED e NEW cONs7R e ADD/ALT � SIGN Q Q DEMOLISH
INSTALL REPAIR
' PROPOSED USE Q SFR Q COMM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q FRAME Q STEEL Q
I, DESCRIPTION OF WORK 24X24 Garage,26x12 Glass Room,Sidewalk,Driveway 8 Steps
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BUILDING SIZE SQ FOOTAGE 888 HEIGHT �z�
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�BUILDING $ $55,700.00 VALUATION OF TOTAL CONSTRUCTION
�ELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY n W.R.E.C,
/�r ' 1 ,/
QPLUMBING $ /( /'+, }„�v �
V�di�
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QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � D� � � ,
�./ �il � �
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QGAS Q ROOFING Q SPECIALTY � OTHER e g
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I FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO [
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I BUILDER 1�COMPANY B&H ConsVuction of Central Florida,Inc. (�� ��
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SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N �
Address 4025 Mo s Bridge Road,Zephyr ills,FL 3 43 License# CBC057782
ELECTRICIAN ip� ��COMPANY Barnes Electric
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address 302 Rico Way,Auburndale,FL 33823 ucense# ES12000724
PLUMBER COMPANY
' SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
, I Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
IIIIIIIIIII,IIIt111111111illllltllllllllllllllllllllllltllllltlllllt �
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Fortns;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Fortns.R-O-W Permit for new construction. �
� Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compliance ,
SIGN PERMIT Attach(2)sets of Engineered Plans.
""PROPERTY SURVEY required for all NEW construction.
Directions:•
� Fill out application completely
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (AIC upgrades over$7500)
" Agent(for the contractor)or Power of Attorney(for the owner)would be someone wilh notarized lerier from owner authorizing same
OVER THE COUNTER PERMITTING (copy of contract required)
Reroofs if shingies -Sewers Service Upgrades A/C Fences(PIoVSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW '
813-780-0020 City of Zephyrhills Permit Application Fax-E13-780-0021
Building Department
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� NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" i
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any '
, applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law If the owner or intended contractor are uncertain as to what licensing requirements may 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 owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to �
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact I
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
' I CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
� other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
' CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work
� will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be perFormed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
� certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
iLands,Water/Wastewater Treatment. I
� - Southwest Florida Water Management District-Welis, Cypress Bayheads, WeUand Areas, Altering I
; Waterwurses.
� - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
� - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, I
' � Septic Tanks.
� - US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall
construction,I certify that fill will be used only to fill the area within the stem wall.
- If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWPIER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
� permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or
� set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
I requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
Ithe permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested, in writing,from the Building Official for a period not to exceed ninery(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YO INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YO NOTICE COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
� OWNER OR AGENT CONTRACTOR '
Subscribed and swom to(or affirmed)before me this Sub�crib and orn to or i b fore me this �
by D� by 6
Who is/are personaily known to me or haslhave produced o is/ re personal to me or has/have produced
as identification. as identification.
Notary Public Notary Public
Commission No. Commis on No. �.�� •
"���'` A ��4�'` Gommission#FF 130253
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Name of Notary typed,printed or stamped Name of Notary ty c},�nat' �za�Rg�Yes June ,
���"���'� Bond3d Thro Troy Fein Ireuranca D00-395-7019
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� � . . 2016171004
. �"Permit Nurriber: - -- '
FoliolParcel ID#: 3�-a.s'-�.! -a/�a-ac�roa-3 a_�a _ - -
P�repared by:_ Rcpt:1811695 Rec: 10.00
DS: 0.00 IT: 0.00
B&H Conshvcdon ofCentra]Fl 10/28/2016 E. M. , Dpty Clerk
4025 Morris Bridge Road
Return to: Zephyrhills,FL 33543 • - • - -
ppUl_R 5 U'FJEIL,Ph.D.PRSCO CLERK�f CiMPTROLLEF
� - 10/28/2016 12:19 m 1 ,
' NOTICE OF COMMENCEMENT OR 8K 944� �� _ 575
State of Florida, County of Osceola .
The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance
with Chapter 713, Florida Statute�,the following information is provided in this Notice of Commencement.
' 1�. Description of property (legal description of the property, and street address if available) _
� 3y �al oi&o-�a-.�iu, 3910�9 Co�u. .Le�..��'s Avc., Z�fivr/�,'/,CS .�L
2. General description of improvement
j G6,�.�G G/� �,� Sy�w�,�e, 'Driu���..,__�s �
3. Own�ormation or Lessee information if t e Lessee cont acted fo the improvement
� Name "�
I Address o e r'o FL a�
� Interest in Property S L
Name and address of fee sim ie titleholder(if different from Owner listed above)
Name ,
Address �
� 4. Contractor
Name 6e� � -�z' Telephone Number �1�3'�77��Y�-
Address t " h..'Ls a?3s 3
5. Surety (if applicable, a copy of t e pa nt bond'is attac ed)
� Name Telephone Number
j Address Amount of Bond $
6. Lender
Name Telephone Number
Address
7. Persons within the State of Florida designated by Owner upon whom notices or other documents may
be served as provided by§713.13(1)(a)7, Florida Statutes.
Name Telephone Number
Address
8. In addition to himself or herself,Owner designates the following to receive a copy of the Lienor's
Notice as provided in §713.13(1)(b), Ftorida Statutes.
Name Telephone Number
Address
9. Expiration date of notice of commencement(the expiration date will be 1 year from the date of recording
unless a different date is specified)
WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE�CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF COMMENCEMEtJT MUST BE
REC�ORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER O AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCENIENT.
, f�. ��
Signa ure f Owner or Lessee,or Owner's or Lessee's Authorized OfficedDirector/PartnedManager Signator�s TiUe/Office
v
Th i foregoing instrument was acknowledged before me this�day of��by �irt�� Gt1ei�
mon ear na of person
as for �
� Type of authority,e. .,offlcer,trustee,attomey in fact Name of party on behalf of whom instrument was executed
,
,;�,�se'i;:p;,,, CRAIG CANT
S' nature of Notary Public—State of Florida Print,type, :�t ' Cti p�� s �grr� Notary blic
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Persona l l y Kno w n. O R P r o d u c e d I D - �
' Type of ID Produced�� ����� _ � '�
Form content revised:01/23/14 '
�r���o��i���i��, ��u�rY oF�,�sco ,��►��°�cr,� _
THIS 1S)'p CERTIFY THpT rHE FOREG / C'��
TRUE qNp CORRECT COPY OF TH �ING IS q ��' G
ON FILE OR � �
OF PUgUC RECORD���OCUMENT ,� �
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p��{p�td BpS Homa i 1+00 In i User RegbYration Not hpla Subrt�Surtu'pa Sta6&Fads Publlutbim � FSC Sbff� BCIS SPoe Map Llnls Seardi
Bus�ll�s �, Proa���prov��
Professi I ���P�����
Regulation
IIQtPuttAmm�val Hanu>Product or aeelimtlon S2areh>Mmucotlon Lkt>/lpptatlun D�t�9
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Appllption Type Revlslon
Code Version 20I4
Appliwtlon S�ds Approved
Comments
Archfved
Produ�Manufadurer Elfbe Aluminum Corporatlon
Address/Phone/Emall 4650 Lyons Technology Parkway
Coconut Creek,R 33073
(954)949-3200
dk�doldmenglneering.net
Authorized Siqnature Do Kim
dk@doidmengineeri�g.net
Technipl Represen�tive Dan Caoke
Address/Phone/6nali 1801 NW 64th Street
Ft.Lauderdale,FL33309
(954)491-3700
efltealum�aol.com
Quality Assurance Reprcsentative
Address/Phone/Emeil
Category Rooflng
Subcategory Produds Introduced as a R�ult oF New Tedinology
Compllenoe Metttod Evaluatlon Report irom a Flotida ReylsGered ArChltect or a Li�nsed
Florlda ProPesslonal Engineer
;� Evaluatlon Report-Hardcopy Received
Florlda Engineer or Arzhltect Name who developed Do Klm,P.E.
the EvaluaUan Report
Florida Llcense PE49497
Quality Assurance Entlty Quatfty Auditlny-InstlWte Ltd.
Quality ASsurence Contract 6�iratlon Date li/30/2020
Vallda6ed By 3ames L Budmer,P.E.at�UCK Engineering
�� Validadon Checklist-Hardcopy Recelved
Certificate of IndependencP R7561 R3 �QI Cert of Indeoendence.odf
ReFerenced Standard and Year(of Standard)
Equivalence of Product Standards
ceraeed By
Sectlons from the Cade
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' Florida Building Code Online Page 2 of 2 ��
Product Approval Method Method 2 Optfon B
Date Submit6ed 04/30/2015
Date Valideted 05/01/2015
Date Pendfng FBC Approval OS/10/2015
Date Approved 06/23/Z015
Surtune of Produeb
FL if Model,Number or Name Description
7561.1 Aluminum/Aluminum Composite 3"/4"/6°x0.024'xllb EPS Camposite Panel,
Parrels 3"/4"/6'x0.D32xllb EPS Composite Panel,
3"/4°/6"x0.Q24°xZlb EPS Composfte Panel,
3°/4"/6"x0.030°x21b EPS Composite Panel,
Llmltc of Use Installatlon Inatrudlons
ApprOoW for uae in HVHL•Yes Fl 7561 R3 I[ Ellte R Z561-R3 2014 FBG I ilation
Approved tor use autslde HVFIL•Yes p�p�n.odf
Impaet Reslstant:No Vertfled By:Do Klm,P.E.PE 49497
Desipn Pres�re:+BO/-80 Cdeated by Independent Third Party:Ye6
Other.In HVHZ,not to be used In struGures considered Evaluation Reporta
living a2as per FBC Section 1516 unless Impact probectlon F.,7561 R3 AE Elite Alum FL7561-R3 2014 FBG
�proWded.See lnstallaqon drawing for nominal allowable Evaluation.odf
deslgn premres and spans. Geated by Independent ThIM ParLy:Yes
ead� N�
Sgpj3g,�g::1940 No h Nmfroe er.,.e*Tgpeha� ��phone•850467-192a
The Sta[e at Flot�a ls an AA/EEO emVloyer.Centtlaht 2DD7-2013�ab af FIaAd�.::�::Q�::Ref�.d Se�.rrrrR
Urqw Florida lew,email eddre�es ere�bGc records.ttyou dn rrot want yeur rmafl address release0 in rtspa�to a p�io-remr4s repu�do rrok smd
elec[toMc mall to thk ertiry.Instand,mnbrt tAe effwe M'Phone or by tredltlonel ma0.It yau Mve�el'9upstions.Pletse coMaR 8�.487.1395.•Pursuant to
Semon�55.275(i),Florid�SYatubs,QReGNe ORu6er 1,2012,Ike�Il�nsed undv O�apffir 455,F.S.must prwae Me DeparlmerR wlth an emell address If
they luve one.The amails Drwtded rtaY be ised 1br afidal wmmunlotlon vAffi the Oa�cee.Nowever ema0 addresss a�e puhf�reaoN.If yau d�rmi wtsh tn
a7PN e D�+al addrm�Pimse pravide the aeDD�bn�Git with en ertutl etlOra!whltR cM De maCO OvOfbbk to qx DubPC.To detevnhx tf ywr are e Iket�see u�d�
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ELITE PANEL SPAN TABLES: 1. Net allowable loads are permitted to be mult�plied by 1.67 to derive ultimate Ioads (psf). �
3' x 0.024 x 1 - LB EPS PANELS 3' x 0,032 x 1 - LB EPS PANELS 3' x 0.024 x 2 - LB EPS PANELS 3' x 0.030 x 2 - LB EPS PANELS D O KI M
CALL�WABLE CLEAR SPAN CHARTS) CALLOWABLE CLEAR SPAN CIiARTS) CALLOWABLE CLEAR SPAN CFtARTS) (ALLOWABLE CLEAR SPAN CHARTS> &aeaomnres.��v '
NET MAX.ALLOWAHLE SPAN CFT7 NET MI1X.ALLWABLE SPAN CFT) NET HAX.ALLONAHLE SPAN<FT) NET HAX.ALL�WABLE SYqN(FT) CDN9ULTIN�
ALLONABLE ALLOkABLF� AILOVABLE ��-�'��-�j STRU CTLI RAL
LOAD CPSFY l./60 U120 L/180 L/24D LOl1L(PSF> V80 L/12D L/]BO L/24D LOAD CPSF� L/eD V320 L/160 L/240 LOAD CPSF) L/80 L/L20 L/180 V240 gN�INEER6
tw> > �stti tua �o � m L933 .95 �a,a� �7.ss w mm �s e �a.
ea �aa. � �ua zo � � ea isu 1]66 is3a uns Eo 9JC i v
30 ]Q78 IO.� 7A1 G6D 30 � f1.06 IL2l 82+ 30 16.80 16.36 1L�1 ffi16 30 17.93 173i L1.73 17.9! paB�.�g
1D 9E2 9E2 GW E83 i0 1369 1 6 135 9� 1349 17L6 IB 1U I6� Ifi35 19H9 1 3 TamqR3�ie
&)] &f] 3J9 50 1 6 +0 1B 76 I0.31 7� 16.7� 131E 1E� A77 TdH1318e11Aee
7AL 6.39 G9B - 60 10.77 - 60 �6 BA7 {67 iu 5
7D IS1 l0 927 � - ]0 G6E 2L] 7Y 739 12.66 �?6 �AS Re�A DD3C11 QI
W 63J 2. - - BO 1nE - ]E.46 IN3 602 Lm
@� 1891�FO0.VIm0uv
_ _ �fm��iTPO'ML
4' x 0.024 x 1 - LB EPS PANELS 4' x O.D32 x 1 - LB EPS PANELS 4' x 0,024 x 2 - LB EPS PANELS 4' x 0,030 x 2 - LH EPS PANELS 0��,n,�,u
CAL�OWABLE CLEAR SPAN CHARTS> (ALLOWABLE CLEAR SPAN CHARTS) CALLOWABLE CLEAR SPAN CHARTS) (ALLOWABLE CLEAR SPAN CHARTS)
sm ba.��arsrsm+orm
�T Hp%.p�LOWABLE SPAN <Fn �T MAX. ALL�WABLE SPM1N CFn �T HAJf.ALL�WAHLE SPAN (Fn �T HAX� ALLOWAHLE SPAN (FT7 �"�'��°PDA04~'
ALLOVABI.E AII�VAHLE ALLOWABLE ALLOVABL� � e m �Fp��en
LOAD fPSF)� L/60 L/120 L/160 l/29D LOA➢ (PSF� L/80 V120 V1B0 L/240 LOAD CPSF� L/80 V720 V180 Ll240 LDAD GPSF) V80 L/120 L/IBO V24D ' �mmvu
a �am ixro i i saw zuao ew� 19E� i xu� zL� sz v� m e�rr eN� z � eav
unt nm »m m �a ivz� nav �5.» Qa an. m.n i e6 ea eaa� ea� zsai �.0 0
�0 ]2� IP50 1E� 11.3a 3C 19l I A 1 E 30 1957 957 &21 SS T e
16 N.97 d87 W 7 1P21 B74 �0 1&36 6 1657 � 10 2151 CISI 2N9 !4R
70 9�92 99 1 2 �A D� 13.99 S2� SO 17.16 1P13 SD E6Q ��S 1988 16.80
5p 9,L7 9.13 7'JI 361 8U 4 7�0 L 9 80 I% IS96 1 .3 60 � 1I.70 � O
B52 SSB o7 70 12A0 - D 1475 1LSB ].7e 70 33 1 1
� 602 BLZ 3b� - W 3G95 BJ1 L - OD � A!J SR fi0 1 2 1] 1 SOAf �` �Z a
6' x 0.024 x 1 - LB EPS PANELS 6" x 0.032 x 1 - LB EPS PAiJE�S 6' x 0.024 x 2 - LB EPS PANELS 6' x 0.030 x 2 - LB EPS PANELS �° ,�,o ��$
(ALL�WABLE CLEAR SPAN CHARTS) CALLOWABLE CLEAR SPAN CHARTS) <ALLOWABLE CLEAR SPAN CHARTS) CALL�WABLE CLEAR SPAN CHARTS) a a,�+,� �a�
NET MAX.ALLUWABLE SPAN CFT> NET MA%.ALLOVAHLE SPAN(F'T) NET HAX. �LLOWAHLE SPAN CFT> NET MpX, ALLOWABLE SPAN CFT) �c�LL g��
AIL�VAHLEi Af10VAHLE ALLOWABLE ALLOVABLF� U �� O�a
LOA➢ CPSF) L/SO L/120 L/IBO L/24D LOAD CPSF)1 L/80 L/120 U1B0 L/24D L�RD �SF)� L/80 L/120 L/180 L/240 LDAD CPSF) L/BO L/L20 L/180 L/240 ��� V�g
m pm zww a.s� aes u eaaa euo xs�a t essa p.ee raco . e�.a� es.00 �
p n ieas �e� �en ¢aa� eaxi me p2o 2az ee.w eu � �s+ E F"V O �
aa tsaa aua is 3o za ei.ea �R�e nnz � a�� ♦ ao ezv� ¢s� ezs9 � w� c�-�...
�o is.a� iaa4 ia� vas e vie �asz u tu�n zL�o zn �o ezrs �za e�as mes $o� ���i
Sp 121a IEi� 1210 1a.91 50 17. 6 7 166E 5� ELC2 21D2 2a49 19A7 � �'3 j
1 17 &�3 fi0 8 1 12E2 7Ai HGE9 20 19b1 1].9� 60 E��2 �2 �a6 1B.B7 W�() � Q
7C 10,N 1 70 Sf3 "IO 171� A32 122 70 19.57 A 18.79 16H1 7U 20.11 20.1� 1%1 17A1 Ct
W 9S5 m 643 317 90 1 IA .42 BO 1gB� IB .9 7bB �� �Q� �� e! � p
GENERAI,AfOTES �,LL,�pp�T y� �
I I. Compwik penel9 ahall be constnnted uiing rype 3003-HI54 elmnimun faoings,l or2 PCF AS7Rt G578 ca'peeta b�m�d EPS CwTir+wim�awaNG
edhve W almainum fecinga wilh Ashl�uul Chemictl2DZUD ISO grip.F�hriu6oa ta bz Ly Elile pnncl pcodutta only in -I'
nceoMenee wkh epproved fibriealim nsttiods. O O O O O O O O O O 0R1"`��' °"�
2. Elke ronf pnnels maio�ain n llL 1715(i�elass'B'(aR)estingand oro NER-501�pmv+aL )O O O O O O O O O O C al o�a¢°°Y` °'x
3. 'ilia spaificetian Ms bern daignod snd a1m11 be febiicatcd in aecerslanm with the ieq¢iiemertls af Iho Flarida Huliding Code �: "s��`""
S1°Edition(FBC},emnposite parceli Comply wlth Chepler 7 5¢Clian 77A,Chepter S Stttlon 8D3,Cless A ioterim Tinieh,md �. °'� • ��
Choplcr2b5enion2603.Alllocelbuil�ngmdeunendmeMsahallboe�erc�ilmna:equired. aPT�ln� o V. `'
1. Thedesi6nrrslmlldemrmlcebyacceptedmgirceringp�ctiee�Ledlow�bielondstbrsimspeciIloloudemdidaro(Imludi� �i� l �i
��� o ��e+�sF'll
laed comblrtntiam)usin the duta fromthe nllo+veble lo�de tabla md epare fn thtsa L nm� 4'wix v�TH unu�t-°c�c
B �fOV° var�v4•iri rew t�u�
S. Depection I'nni�s��ollowoble epan�Mw been Itsted tv moe�FBC incl�af'mg ttrc HVFiZ.]n HVNZ,thia yrodiet sAall be uscd � o 0 o v o o �Btli�vn E
in�tu�lurcs"�ottobecamideredlivi�wses'per5eetioni616wleaslm{mett4sittnneeina�rtdnneetothoHV}12 0 0�0�0 0�0° �corrc aa oc¢�g ooQ0000 ru
rcquiremenls are met. °-" o 0
6. Safety faemr af 20 has been ux[o devdop a1lowebk Iosdti aad�eas flom te�sting in accordanee to ifie Gaidelirtes for � ,���Tph ao r
Alaminum Suucnnes Part 1 md rnnforms m�he FBC Chupter 16 mid 20. I F�crt��s °o � ��
7. Testing hes bern eandueted in eccoidance to ASIM ET2-05:Strcagth Twt of Panelc for Boilding Caestruetion. 1------��N+������� oe °�K O sr�ime�,R
8. ReFemsateatteportRN6l7-05-f986,HL17-06210/,I•iEff.96�2066,HE77-06210S,HBTf-06-2067.HEI'f-US-1002.F1EI7- o '�
o�xio7,Hen-os-iva�r.�-0s-zo6s,�n-0s-�oro.e�n�a6-zme,�erc-as-iysa.�n-os-:��,�r�-obson. oa lC CORIOP ��
ENGQi.Ut GF ISC�RD i0 PP➢VIDE b0 �5•MPX IIi FRONT 6 LSk S�Q �
HEI'f-062073,HEC[•06�2074,HETJ-05-1946,HEC[-05-5989,HET1-05-1993,HE17A5-1485,HfiT[-05-1995.}�I'[-OS- �urt kmF cn,'ntcnocts t ann nuna¢ss� o � 25-16
1990,HETl-05-19q7.HHR-05•2037,HEI'I-OS-20d9.HEI7-05-2U39,HEC[-05-2030,HEi]-05•2041.HECI�OS-2048,HETf- �P�T�����T^��� Vw'i�t T�TpL oo OF PANEI.VIDTN Y sIEES 111A►.
ilUS ON INY OTFER E7L41¢N. PhML SPAt4 O C12•MAY PT SmE3) ��
03-2036,Ftert-os-zo3i,t�ri-os-zo3a,xsn�os-2oas.HEI7-0S-2040,EIFIi-0S-2042
9. Linear interyolation shall be allowed for figurcs wphln tlw bbla eLnam. Drewl�No.-FL-10D1
10,Perclswith�nbeemsshall6aeomlderodcquhvlanitoaimilarpanelewdhoutfan6a�Ds(g�pmftaelom+L+mayi�eclude EPS ROOF PANF_LJSPAN DESCRIPTION
thc stren h of the fm 6emn to ezceed sho�m ti as of sitr ific lne.Min 8�� �°F�
F orid�,Building Code Oziline Page 1 of 6
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�p��(aj�(d BQS Fiome i LcG N r User Reg[stratlon HOt TOD� Submlt Siudm+7e Sta[s&FadS Pudlotlans � FBC SqN: E[IS SZe MaP 's LMIS f 6pyrch ..
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us nes �,� P�,��
ro�essi I � PPraval
���:����5�
Regulatian
�dP��Dm�htd a�Ao^I capon S�rch>gqryka n �r>�ppli�tlpn petall
I�;� ��" `
�: .�"�V'� �# R1501Z-RZ
.':t-t_�-'-i
Appllcatlon Type Revlslon
Code Verslon 2014
Applkadon Status APProved
#Appraved by DBPR.Approvals by D6PR shall be reviewed and ratlfted
by the POC and/or the Commission If nec�sary.
Comrnents
ArchWed
Product Manufacturer C.H.I.Ovefieed Doors
Address/PhDne/Emall 1485 Sunrlse Drive
Arthur,iL 61911
(217)543-2135 Ext4273
jcampbell�chlohd.com
AuthoHzed Signature Jlm Campbell
jcampbell�rhlohd.cAm
Technlcal Representative
AddressJPhone/Email
Quallty Assurance Representetfve
Address/Phone/Email
��9orY Exterlor poors
Subrategory Secqonal 6Rerlor poor Assemblles
Compllance Method Evaluatlort Report from a Florida Reqistered Architett or a llcensed
Rorida Professlonal Engtn�r
�/' Evaluabon Report-Hardoopy Recelved
Florlda Englneer or Architect Name who develaped ]ahn E.Smtes
the Evaluation Report
Flo�lda LJcense PE-51737
Quality Assurance Entlty Ardti6ecturdl Tesqng,Inc.
Quafity Assurance Cantract 6cplratlon Dete 12/31/2018
Vaildated By Gordon Thomas,P.E,
ti1 Validatlon Checklist-Hardcopy Reoeived
Cer�flcate oP Independence FL25012 R2 COI [Prt of Ind Scates s odf
Referenced Standard and Year{of S�ndard) � YeaP
ASTM E1886 2005
ASTM E1996 2009
ASTM Ei30 2002
DASMA SOB 2002
DASMA 108 2005
DASMA 115 20Q5 ,
Equlvalenoe of Product Standards I
Certified By
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Florida Building Code flnline Page 2 of 6. �
Seclions from the Code
Prpdutt Apprwal Meffwd Method 1 Option D
Date Subrnitted 04J06/28i5
Date Vatidated 04/26/2015
Date Pending FBC Approval 05/01/2015
Date Approved d6J23J20i5
&ummary af Products
GO#o Page � � � J Page 1/2� �
F�# Model,Numbsr or Mame beacriptian
15012,1 IdL;2240,2241,2250,2251,R240 O6'-00"Wide through 09'-06°Wide by 20'hlgh 56ee1
4241,425Q,4251,52A0,5241, sectlona!door wrikh or wlthout polystyrene Insulatlon.
5250,5251
I.imils oi Use X�nstallEdion Instruetlon�
Approved for use I�HVFML•No P1.1.4012 R2 II Jamb �di C►rawin�s s,otlf
Approvad far use ou�slde NVNt:Yes Fi.i5Q12 A2 II_5uo�stem�lal Ia�uctisns Pan s.�lf
Impact Resisrsr�ta No Verlfied By:John E.Scat�s,PE FI.-51737
d�sign Pressura:N/A Created by Independent ThIM Parly:No
Other:Sectfonal Ooors provided for wiodtoad appileattores. EvAluatian Reparts
TBsted in BCCordatlCe wltfi I�.STM E330 eCid AN$IjDASMA F115412 R2 AE �v8 Rept S.[xif
108,which are aaepted test methods per 5th edidon(2024) FL]5012 R2 AE FZ4-09-413L55 pdf
Florida Building Code Secdan 1715.'..�i�e drawing FZ4-09- Geabed by Independent Third Party:Yes
013L5 for press�res and wtdths#34.8{psf}1-34.3[psF�at
86'-0�"throu9h+20.8(R�?I-23.5{pstj at 09'-06".
15U12.2 kgt.;224Q,2241,22SQ,2251,424tJ 06'-00°wide through 10'-00"wide by 24'high steeJ
4241,425fl,425i,5240,5241, sectiona)door wtttt or withouY polystyriene irtsutatfpn.
5250,5251
l.tmiis af U�e 2nstailatian Instructlo»�e
Approved for use Zn HVNZ:No E�i50i2 R2 YI 3asnb �ch Dratmi�ac�s_z�.od;
Approved tar usa outsida HVHZs Yqs F115012 R2 II ��an�3�rttti& firks3rtec9A�rc€s P�n s,�p:1P
Impact Re�slstan�No Uerifled By:]ohn E.Scates,P.E.FL-51737
Dest�n Pressnre:NJA fxeated by IndependentThird Patty:No
dther.SeCtional doors provfded for windioad epplications. Evaluatlon Reports
Tested in aCoordance wlth/lS7M E330 and ANSI/DASMA F7.15012 R2 A� Eual ReDk �.odF
1Q$,whidy are accepted test methads per 5th ed[tlan(2014) FL25012 R2 AE FZS-09-013LSS,pdf
Fiorlda euilding Cade Section 1715.See drawittg fZ5-09- Created by Independent Third Farty:Yes
033L5 for pressures and widths+41.0(ps�/-46.2(pst)�t
06'-QU°through+22.1(psf)/-24.9(psfj at 10'-p0".
15012.3 kh];2240,2241,2250,2251, Up to 09'-00"wide by 20'hlgh sbeel sectlonal door with or
4240,4241,4250,4251,5240, wlthout polystyrene Insulation.
5241,525b,5251
Limlts of Ume =nstellation=nstruetions
Approved for uaa tn HVNZt No FL1S012_R2 II 1�r,r¢ �ch Clr�wing� �:�pdf
qpFroved for ust ou#side HVMZ:Yrs FLR50i2 R2 II �uuofem��! I��r�a^ttdtans R��f
Impect Reai9taM:Yes Verified 8y:John E.Sptes,P.E.FL-5173�
Deplpn Preasure:+32.0/-36.z C�eated by Independent Third Party:No
4ther:SecUona!doprs provided for patentlal"code-plus" Evaluatlon Reports
appticatians.Large Mtsstle lm�sact{9 pound misstle�and FLiSUi2 Ft2 AE �val iz�p� s,�c).f
cyding tests canduCted in aocordance with ANSI/DASMA FL15012 R2 AE FZ6r04-01515s_R 1�f
115,ASTM 81886 and ASTM E1996,Static tests conducted Created by Independent'Third Party:Yes
fn accordance with ASTM E330 end ANSIJDASMA 108.7hese
are aca2pted test meihads per 5t3�edtdon{2034}FBC
Sections 1609 and 1715.See d2wfng FZ61-09-41515 for
pr�essures 92.0(psf}/-36.2(ps�at widths up to 09'-00"
15d12.4 kit;2240,2241,2250,2251,4240, O6'-00"wide through 09'-02"wide by 20'h(gh steel
4241,4250,4251,524D,52A1, sectional door with or w(thout polystyrene ItlsulaGon.
5250,5252
Limits of Use Instaliakion ina#ruction&
Approved for usE in HVHZ:No FL15012 RZ II ]amb � EYra�yfrrns s.ndf
Apptnved tOr use outsidC HYlIZz Yes FLiS022 [22 II 5t�oiementai dstsfru�ti�ns Fsn fl.tsdF
Smpact Resistant:No Vertfted By:John E.scat�5,P.E.FL-5173�
DCsiyn Prassure:N/A Creabed by Independent'Thlyd Party:No
Other.Secqonal do4rs provided for wl�dload applicatlans. EvalutltiOn Reporto
7es�ed In accordance w[th ASTM E330 and ANSTJ[)ASMA L2501� R2 Ati Evsi_R�p_t s.�d,f
1p8,which are accepted test methods per 5tfi�edftlon(2014) FL1501�R2 AE FZ7-49-413L55.[5df
Florida Sullding Code 5ectlon 1715.See drawing FZ7-d9- Created by Independent Thlyd Party;Yes
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F orida Building Code Online Page 3 af 6
013t5 far pr+essttres end widths+54A(psf}/-6Q.9(As�at
06'-00"through+34.7(ps�/-39.1(psf�at 09'-02°
i5012.5 Sdd.;224d,2241,22SQ,2252, OB'-b0°w(de through 10'-40°wide by 20'high sheel
4240,4241,4250,4251,524d, sectfonal door wHfi or withaut polystyrene insuladan.
5241,5250,5251
�3mt#a aT Urse 2'netatiak�an inetructions
ApprmreQ for uee In HVHZ:No FLi5012 Rz 1I ,�amh Rttach Dra�inos s"p�Jf
Approved tar use outslQe HVHZ:Ye5 F„j„�,50x2 2 I! :S�ppl��nta1 In�'uCEions Pan s_nrif
Smpatt Resistaet:No Verified By:]ahn E.Scates,P.E.FL-51737
acsi0n Pre�urc:N/A Created by Independent Third Pariy:No
O#lero Sectlonal doors provided Por wi�dload applicatlons. Eveluatiaa Reports
Tested tn acCatdanCe with A51'M E330 a�d ANBT/DASMA FLi5t322 42Z A� �va1 itept s.pdf
IflB,Whicfi are act�ted tesC methodS per 5th edttlon j2014} ��ISOI2 RZ AE FZ9-04-�3LSs gsif
Florida BuflBPng Code 5ection 1725.See drawEng FZ9-09- Created by Independent Third Party:Yes
013L5 far pressures and widths+66.5(ps�/-77.3{ps�at I�
Ob'-fl0"tltroUgft+35.4(psf�f-4i.7{psf}at 10'-00"'
15012.6 kl;2240,2241,2250,2251,4240, Q6'-00°wide through 14'-02°wide by 20'high sbeel
4241,4254,4251,524Q,SZ43, settianal door wlth ar withant poSystyr�ne InsuEatian.
525R,5251
Limits M Use t�stallallon Instructlons
�AProved!or use!n HYHZ:No FLS 5012 ,�� II 9am6 At�r�t l�r�wtno�s adf
Appro�ed tor uce outsFde itVH2:Yas �L15017 it2 It Sup�temst�qi YnS�ruCt6an� P�n r„pdf
Lnpact Realatan�No VeriFled By:]ohn E.Scatas,P.E.FL-51737
De�iqn Preasurt:N/A Created by Independent Tttird Party:No
4thor;Sect�onal daars prov�ded far windload appllcattons. EvAluatlon Reparl�
Tested In acGOrdance wlth ASTM E330 and ANSI/DASMA F�,15012 R2 AE �val Re tA s odF i
10$,whlch arre acCepted t�t medtods p8r Stfi 8dition(2014) FL15012 R2 AE FZ10-04-Qi315s vdf I
Flor3da Buiiding Code SecHon i.715.See drawing FZiU-49- t:r�aked by Indepecufent Thtrd Party:Yes �
Of315 for pressures 8t1d wrl�at3+7�.4(Ps�l-8�.2(Psf1 at
�6'-QO"through+25.3(Ps�/-28J(Psfj 8t 14'-02° �
15012.7 lei 2240,2241,225Q�2251�4240� 06'^Od"wld9 thTougFi 14'-00°WklB b}/20'hlyh St281
4241,4250,4251,5240,5241, sE!Ctional door wlth or wltl�out polystyrene insulatlon,
5250,5�51
� LU�tits ot tlae inctstlat3on inetrpcdana
� Approved for use In HVHZ:No �4xS012 R2 II lamb Aitaa�a �xkam�ir�oss s�dP I
AppltiDved fOP us!�OeuksldE 1#VNZ:YeS FL15017 R2 II Sun�lemerekr�{ In�ttt21Atr3,.pan e.6df i
� Zsnp�9et R�Slnta�NO Veritled By:3ohn E.Scates,P.E.FLr51737
DesEpe Prapsurc:N/A Created by fndependent Third Party:No
Othere Sectlonal door5 provided For wlndload applicatlons. Evaluatian Repotts
Tes6ed!n accardance wltls ASTM E330 and AN5IJDASMA �SSOl.� F22 r+E ���a3 Rr�C s p�iF
( 10$,Whicfi�are aaepted test methods p8r 5th ed[tton(2Qi4) FL15072 R2 AE F,�3-10-02315s.odf
FioMda Bulldinp Code Section 1715.See drawing FZ3-10• Created by independent Third Party:Yes
01315 for pressures and widths+32.5(psF)l-36.7{psf)at
I' 46'-8Q"titrougl�+14.0(pst)1-f 2.2(pst)at i4'-00"
15012.8 , !f;2240,2241,?250,2251,4240, O6`-00'wide tfirou�h�'-02"wlde ky 20'htgh steel
4242,A254,4252,5244,5241, �1ana1 door wiYh or wlthnut polystyrene insulation.
' S250,5251
Limlta of Use� Installatlon Instruetfons
Approved far use En HVNZc No �'L15912 R2 SI ]a� t5�t� �auririg� +���
' Approved fiar use out�a�de HYHZ:Yes h1,9501� R2 2Y ��,ippismettCal Trstnrcrlar,^ P'sn s g�,fF
Impaet Re�sleta�No Verified By:]ohn E.Scates,P.E.FL-Si737
Desfgn Pne�aure:N/A Creat�by Independent Third Party;Na
Otherz Sectionai doors prov�ded far windlaad appllqtians. Evatastiion Regor#�
� Tested in aocordance with AS7M E330 and ANSI/DASMA F�15012 R� AE Ev 1�____Rapt s.odF
10$,whlch are aocepted test methods per Sth editton(2014) FI.1S012 ft2 AE P7d-10-Oi315s odf
� Florida Buttding Cade S�ctton 1725.See drawinp FZ4-ib- Cteated by IndepBttdent ThTrd Party:Yes
, 018�.5 far pressures and widths+38.6(psf)j-43.6(pstj at
06'-00°through+30.1(ps�/-11.4(psf)at 15'-02°
15�12.9 . Ig;�24fl,2241,2250,2251,4240, Q6'-00"wlde through S6'-Q6°wlde by 20'htgh steet
424i,R250,425i,5240,524i, settional door widt ar wlthout polystyrene fnsulatfon.
szsa,szsi
Umitx of Use Znstatl�ttan Znstruct�ans
Approred far use in HVHY:No FL150i��2 ii ]smb At4ar„� Draw(nas s ndf
Appraved far use outslde HVHZ:Ye5 F �FOy 2 R2 II Su�qn(emrartYal InsYre_�ang pa� s odP
� impa�t RasTstase�No Verifted By:7oEu�E.5cate.s,P.E.Fl-51737
Der�ign Rsessvre;NJA Created by Independent Third Partys No
Other:Sectlonal door�provided Por windload appliptions. Evaluatton Reports
Tested in aoCprdance with AS7M E330 and ANSf/DASMA F.�5,501Z R2 AE �val e�t s odf
� 106,which ate aaepted test meUtnds per 5th 8ditlon(2024) FL25b�2 R2 nE F,�5-14-023i5s odf
Florida Buiiding Code 8ecdon 1715.See drawing FZS-10- Cr$ated by lndependent Thlyd Partyo Yes
01315 For pressures and widdts+45.5(ps�/-51.3(ps�at
06'-00"Ynrough+iQ.O(pst}1-11.3(ps�at i6`-OB°
15012.10 10'-00"wide through 17'-08°wide by 20'hlgh steel a
� �ctionat door with or vaithout polystyrene insutation,
�
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Florida Building Code Online Page 4 of 6: ,
Ih;2240,2241,2Z50,Z251,4240,
4241,4250�4251,5240,5241,
5250,5251
LFmita of Use Installatbn Instructlons
�►pproved for u�e In HVHZ:No FL.i5Q12 R2 II ]amb Attach Drawinas apdf
Approved for use outside HVHZ:Yes �15012 R2 II Suooleme.�tel Insk cttons Pan c nr�
Impeet Res�nh No Ve�fied By:J�hn E.5ca6es,P.E.FL-51737
Ce�iqn Pressure:N/A Created by Independerrt Thlyd Party:No
Other.Sectlonal doors pravfded for windload appliratlons. Evaluatian Reports
Tested in accordance with ASTM E330 and ANSI/DASMA FL15012 R2 AE Eval Reot s.odP
108,which ar¢accepted test methods per 5th edition(2014) ELiSoiz R2 AE FZ6-10-o1315s,,odf
Florlda Building Code Sectinn 1715.See drawfng FZ6-SO- Crea4ed by Independent Third Party:Y�s
U1315 for pressures end wldths+31.4(ps�/-35.5(psf)at
10'-00"through+10.1(psf)/-11.4(ps�at 17'-OS"
15012.11 IhL;2240,2241,2250,2251,4Z40, O6'-00"wide througn il'-00°wide by 20'hlgh steel
4241,4250,4251,5240,5241, sectional door with or without polystyrene insulation.
5250,5251
Limits ot Use Insteilation Instructiona
Approved for uae In MVNi:ND F�S•0±2 R2 II 7am AtY?c.h_Drat:tpg�s.odF
Approved for use outstde HVFiZ:Yes �l.iS012 R2 II Supplementai In�tructions Pan s.bdf
Lnpact Reaist�r�t:No Verifled By:]ohn E.Sotes,P.E.FL-51737
Desipn Preasuro:N/A Created by Independent Thlyd Party:Yes
Othtn Sectional doors provided for wlndload applicadons. Evoluolion Repor�
Tested fn acmrdance with ASTM E330 and ANSI/DASMA FLi5D12 R2 AE Eval Rent s.odP
108,whkh are accepCed test methods per Sth editlon(2014} FL15012 R2 AE FZ6-10-013LSs.Qdf
Ftorlda Bulldfng Code SecNon 1715.See drewing FZ6-10- Created by Independent Thlyd Party:Ye5
D13L5 for pressures and widths+52.3(psF�/-59.2(psF)st
65'-UO"thraugh+26.0(psf)/-29.3(ps�at 11'-00°
15012.12 E�;2240,Z241,2250,2251,42A0, DB'-b0°wide through 19'-06"wlde by 20'hlgh steel
4241,4250,4253,5240,5241, sectional door wfth or wilfioul polystyrerre Insulatlon.
5250,5251
Limits of UQe InstallatFon Instructbns
pPP��ed for use In FIVFIZ:No FLA5012 R2 II J�tn6 Aktat�v Drtswdna� �.�self
Approved for use out�ide HVHZ�Yes �75092 R2 tT ���nnlmm�ni�l TnaM��4nnc vrn Q r.�P
impact Res7stante No Verlfled By:John E.ScatPs,P.E.FL-51737
Deslpn Pressure:N/A Created by Indeperxlent Third Party:No
Other.Sectional doars provided for wlndload applimdons. Evoluatian Reports
Tested in accordance with ASTM E330 and ANSI/DASMA FLi50ZZ R2 AE Eval Reot s.odf
1p8,which are accepted test methods per 5th edition(2034) �isoiz R2 AE FZ$-10-01315s.odf
Florida Bullding Code Sectlon 1715.See drawing FZB-10- Created by Independent Third Party:Yes
01315 for pressures and widths+63.8(psf)/-72.5(psf)at
08'-00"throUgh+10.1(ps�/-11.4(psf)at 19'-Q6°
150i2.i3 III;2240,Z241,2250,Z251,4Z40, 06'-00"wide through 10'-O6°wide by 20'high steeE
4241,4250,4251,5240,5241, sectlonal door wfth or without polystyrerre insulatlon.
5250,5251I
Llmfts of Use Installatlon Instru¢tions
Approved fnr uee in HVHI:No FL15012 R2 TI Jamb Attad� Drawlnar 5.gr�f
Approv�d foe use outaid�HVHZ:Yes Fl g Ol- � II �no7�meatal Insttru��ns Psn s.adf
Impaet Res�nte Yes Verified By:]ohn E.Scates,P.E R-51737
Dn�Ppn Pressure:N/A Created by independent Thlyd Party:No
Other:Sect�onal doors provided for potentlal"code-plus" Eveluatlon Reports
applicatlons.Large Misslle Impact(9 pound misslle)nnd FLZS012 R2_AE_�val Fte�t s,a�f
cycling te5L5 COnducted in aCCOIdanGC Witll ANST/DASMA FLL�g12 R2 AE FZ10i-1�-01515s.odf
115,ASTM E1886 and�STM E1996.Sbtic tests conducted Created by Independent Third Party:Yrs
In accordance with ASTM E33U and ANSI/DASMA 108.These
are accepted test methods per 5th edltlon(2014)FBC
Sec[lons 16U9 and 1715.See drawlnp FZ101-10-01535 for
pressures and widtlu+49.9/-56.7(psfl at 06`-00"through
+44.7/-51.5(ps�at 10'-06"
15012.14 �E�2240�2241�2250�2251�4240� 08'-00"wlde through 21'-00°wlde by 20'hl9h SCECI
4241,4250,4251,5240,5Z41, �ctlonal door with or without polystyrene[rtsulallon.
5Z50,5251
Limita of Use Inatallatian Instructlons
Approved for use In FNNZ:No Ft,A5012 R2 IJ, 7amb ACtaeH brswina� s.ndf
Approved for use outside HVH7a Yes Fl,i501Z R2 ii S�notemen�i instn!dian_�a pan s odf
Impaet Rea�tant:No VerfFled By:]ohn E.Scabes,P.E.FL-51737
Deaign Pressure:N/A Created by Independerrt Third Party:No
Othero Sectionai doors provided for wlndload applicatlons. Evaluetion Reporb
Tested in acmrdance with ASTM E330 and ANSI/D0.SMA FL15012 R2 AE Eval Reak s.odf
108,which are accepbed test methods per 5th editlon(2014) FL15012 R2 AE FZ3-16-D131Ss.odf
Florida Bulidtng Code Sectinn 1715.See drawing FZ3-16- Created by Independent Third Party:Yes
I 01315 for pressures and widths+37.4{ps�/-41.6{ps�at
08'-00"titrough+10.9(psf)/-12.](ps�at 21'-00°
15012.15 12'-00"wide through 21'-00°wide by 2D'hfph steel
sectlonal doar with or wlthout polystyrene insuladon.
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F Qri�a Building Cc�de Online Page 5 of 6
rei.;2249,2241,2250,2251,
424Q,4241,4Z50,4251,524Q,
5241,5250,5251
Limits of UBe Instailation=nitruetions
Approved ior ueo 1�1 HVHZ:No FL15012_R2 II ]smb Attach Drawi�as s,artf
Approved far use outside NYHZ.Yes ,�L5012 R3 II Sv�ptemer�tai In��n�,Pan s,ndf
Impaet Resistets�Ko Ver�ed 8y:3ohrt E.Sr�tes,P.E.FtrS173?
Design Pre�surc:N/A Creabed by Independent Thlyd Parly: No
O#her:Sectlonal dpors provlded for wfndload applicatlons. Evaluatian R�eports
7ested In accordance wltfi ASCM E390 and A(+tSIJDASMA El.i&012 ft2 AE Eval Rept s.s�df
10$,which are accepted test methods per 5th editlon(2a14) F�,15012 R2 AE FZ3-16-013LSs.�df
�IoNda Bullding Code Sectlon 1715.See drawlnp F73-16- Created by Tndependent Thlyd Party:Yes
� 0131..5 for pressure5 and wfdChs+24,9(psf�(-27.7(psf�at
� 12'-40"through+10.9(psf)J-12.1{ps�a#21`-QO°.
15012.16 tf;2240,2241,Z250,2251,4240, Z4'-02"wide through 24'-4Q"wlde by 20'high steel
4241,4250,4252.5240,5241, S�onat doar wlth ar wEthout polystyfene 4nsulatlon.
5250,5251
Limlta of Uaa Iastallatlon Inatructions
i APPraved trDr use ia HV�:No F_L15fli2_R? I�.'��mb A#tach Dratvtnns s.odF
Approved for use outaide HVHZ:Yes FL15012 R2 iI Su nlp emental InsFrucdons Pan s pdP
Impaet Reslstente No Verlfted 9y;John E.Scates,P.E.FL-51737
Destpn Pre�seare:NjA � Created by IndepEndent 1'hlyd Party:No
Othen Sectlonal daors provtded for wlnd(oad appltcations. Ev�lwt�on Repartc
Tesbed in aoGordance with ASTM E330 and ANSi/DASMA �15Di2 R2 At �val Rent s odP
� 109,which are accepted tesC methods per 5th edition(2014) FJ_15012 R2 AE F24-16-Q1325s.odf
, Florida BuildEng Cade Sectian 1715.See drawJng FZ4-1Cr Crea#ed by Independent Thlyd Pariy:Yes
01315 for pressures and widths+75,1(psf}/-27.9(psn at
14'-02"through+10.5(psf)/-11.7(psf�at 24'-00°
i 15fl12.17 tff]224d,2241,2250,2251�424Q� Up t0 16'-00"wlde by 20'hlgfi stee)sectlona�door witfi or
4241,4250,4251,5240,5241, w(thout palyskyrene Insulation,
5250,5251
timks at Use 2n6�italion Instructions
Applroved folr use in HVHZs No ,F,�.15012 R2 I7 Sa�b AtCach pr�v,�nas s r.rodf
Approvet!tor use autslde HVHZs Yes �SUi2 R2 [I Sunofementat inS$ructia�ns Aan s odf
Imp�tct Re�siata�Yes Ver►filed Sy:3ohn E,Scates,P.E.FL 51737
Desipn Vreo�sure:+22.2J-24.7 Created by Independent Thfrd Party: No
Other.SeCtia�al daors provided for potendal"code-plus° Evnluation R�ports
' appltcaHons.t.arge Misslte lmpaCt(4 pound missiCe)and �t.�5D12 RZ AE vat Rep� s acif
cycling t�sts conduc#ed in accDndance witfi ANSIJDASMA FL.i5012 R2 AE FZ4i-i6-Oi515s�,,df
, 115,AS7M E1866 and ASTM Ei996.5tatic tests ponducied Created by IndepBndent Third Party;Yes
In aa:ordanoe wlth AS"IT7 E330 and ANSI/DASMA 148.Th�e
are accepted t�st methods per 5th editinn{2014)F8C
Secdons 1609 and 1715.See drawing FZ41-18•01515 for
pressutrs+22.2(ps�/-24.7(ps�at widths up t4 16'-00"
15412.28 rg;2240,2241,2259,2251,4240, D8'-00"wide tfirough 16'-ip"wide by 20'high steel
4241,4Zb0,4251,5240,5241, sectlonal door with or without polystyrene insuladon.
5250,5251
Limibs ot Ue� Inaotaliabian Inslruetfons
Appraved Mr use in HVH2v No FLi5pi2 R2 I2 �amb Att.3CF1 Dra4vinaa c odp
Approved fot ase auts[de HVffZe Yes F� 501z R2 R SunnIemc�atai instnedtons Pan s g,��
Iitspat�Resiatarrt:NO Vertfled By:]ohn E.Scates,P.E.FL.-51737
D�siyn Presaure:N/A Created by Independent Third Party:No
OCher�Sectional doars provlded for windload epplicadons, Eraluation Roports
Tested En aaaardanc2 wltff A57M Ei30 and AHSIJDASMA FLi�012 R2 AE �va! Rept s adf
108,whEch ers accepted test methods per 5th editlon{2pi4} �5012 R2 AE_f'�S-IG-013155 Odf
Fiorida Buflding Code Sectlon 1715.See drawing FL5-16- Created by Independent Thfrd Parly:Yes
01315 for pr�ssures and widths+52.4{psf}(-58,3(psf)at
D$`-04"NiCGiI�h+23.T(psf)I-26.3(ps�at SB'-1Q°
15012.19 rh;2240,2241,?250,2251,4240, 12'-UO"wld8 tltrough 24'-00°wide by 20'hlgh stee!
4241,42S�,425i,5240,5241, secttonai daar with or without polystyr2ne Insuiat�an.
5250,5251
Liml#s of Uce Iostallakion InstruCliona
ApploYed faT nee itt t1VNZ:Aio �(.ISO�,R2 LI 78mh A}�ch Draw[nqs s odf
Approved for uce outside HVHZ:Yes FI f 501�� Ii ��f,tlp.�t�ep1�1 Ip,y���'inn¢ pan ���r�
=mpact Rcsieta�No Veryfied By:Jvhn�.Scates,P.E.Fi;81737
Desipn Presspre:N/A Created by Independent Thlyd Party:No
Otiitlt:Sectlonal daOtS provtded for windEoad apR�icatlons. Cw,ptua�an Repatt6
Tested fn acCordance with ASTM E330 and ANSI/DASMA �[,.15D12 R2 AE �val Ren� s.udf
108,which are aaepked test methods per 5th edidon(2014) FL15012 R2 AE F�b-16-01315s odF
Pior3tla Buiiding Code Seztian iTiS.See drawtr�FZfi-l6- Created 6y Independent Thirtf Pasty;Yes
' Oi31S for pressur�and widths+40.2(ps�})-44.7(psf}at
'� 12'-0Q"through+13.4(ps�/-14,9(psf)at 24'-04"
� 15012.20 rhI;224D,2241,2250,225l, Up ta i6'-Od°wide by 2d'high steai Sec�ional door with or
4240,4241,4250,4251,5240, without polystyrene Insuladon.
5241,5250,5251
� '
�
h�tps:l/www.floridabuilding.arg/prJpr app dtl.aspx?param�vGEVXQwtDquS73Fr2ZyiPq... 2/24/2016
t - '
Florida.Building Code Onli.ne Page 6 of 6•_ � ,
16nris ot use Instellatton IestrucdonQ
Approved for uae In HVHZ:No FL15Q�z R2 IH Iamb Rttwrh Drawings a..�+F
Approv�d for use outside HVHZ Yes EL15012 R2 II Sugpiementai ]n�ructions Pan s adF
Impatt R�si�nt�Ye5 Verifled By;John E.Scates,P.E.R-51737
I Deaipn Pressuree+30.6/-34.1 Created by Independent Thlyd Party:No
Other:Secqonal doors provfded for potentlal°code-plus" Ev�lwtion Reporto
applicaqona La�ge Mtssile impact(9 pound misslle)and EG.15012 R2 AE Eval Reot s odf
cycling tests�nducGed in accvrdance with AIVSI/DASMA FL15012 R2 AE Fz6i-16-015155,odF
115,AS7M E18B6 and ASTM E1996.Static tests canduded Created by Independent Thlyd Party:Yes
In aocordante with q5'fM E93D and AMSI/DASMA 108.These
are accepted test methods per Sth edltlon(2014)FBC
Se�tlons 1609 and 1715.See drawing FZ61-16-01515 for
pressur�+30.6(pst)/-34.1(psf)at wfdths up to i6'-00"
Go bo Page � � � � Page i/2� �
sadc Ne
�::lm^_Nerth Monroe Srreet Tatlah�—__R aY4n p�ne:550-487-1874
The S7ste of Roride Is an Aq/EE0 employer.CowrlaM 2007-20L�ha oF Florida ::PrM.u.v cr.»ement;;ArtesslEilttv�timent::$�ypQ�j
Under F'imlde lew,ema0 addr�sses are pubAc rscurds.[f you da nat wartt yaw e-mell address retea�d in Rsponse to n o�n�-�nas reques�d�rot srsd
eletbonie m�tl to thb entlty.[nst�,mrtect the ofNx by pMne or by treditlunei mall.If you haw eny questlo�,pip�to�ad 650.�8'7.1995.�Pursu�iR to
Semon 455.275�1),Fbr�a Statu[es,effedlve Ocm6er 1,2012,Pcensees�sed under Chap�r�55,FS.must pro�Me the DeparemerR with an srtnn atl�s If
they have one.ltie emaits Drovidd rtoy ba used for oiHdal aomm�slmtlen with the tlaernee.Nowevic emall eddreaes a�e pubGc raora,ff you do rrot wish ta
supply�pemonal eddrcs,please provlde the Departrnmt with en ematl eddn�s wAkh ran pe rttiQa�ypa6k t�the p�blla To dcEenNne V you are a Ilaer�ee urMer
OqO��55,P.S�.Dlease dkk�.
vrodu�QAp�prorN Aoxptm
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https://www.floridabuilding.org/pr/pr app_dtl.aspx?param�vGEVXQwtDqu573Fr2ZyiPq... 2/24/2016
Anehor:T1�V Tepcoa or Tapoon f17T or Simpson Strong-T'm, keep each acca clear of
ITW Ramset/Redheacl Tapcon,l/4'dimncter,miaimam 3.5"long with washet tltat aonfocme to ANSI$I8.22.I type S. msy bnck jarnb
anncfuaent fris�neia
]TW Rams�t[Red6ead Lurre Diameter T�coa,318"diameter,minimum 4"larx udth washcr t6�t oonforn�s tn ANSI B18 721 rire B �
5impson Tieen IiD,3/8"diameter,minimum 4°long wiQi washer @�at confoime m ANSI 518.7Z I type$. 3"
Simpson Wcdge-All,3/8"dlnmeter,minimum 4"long with ausher thazcantocros toANSI H18.12.1 type S, go p �
When epplying buck Jamba ovor dry wall or other non strucwcal wall covering,uae longa fastenece to ins�minmium embodment requitrd. � b�. �
Th3s chart epplles to wood species with apecif:c gmvlty greata�th�or equal m o.421ne1nding apnux pa�c fir(Spl�)onei swthem pino(5P).
See chert for minimum washer diamMer. Washcr diameters in chart ace based on use oF Syrucc Piac Fir. WasffiLc may be 10°/n smellerwhen Soufln�n Pine ia aeacl 8•�
3ee chart for minimum edge dist�sm roqimcd, Lowcst anchor to be greater than the minimum edgo distance np from the floor and liss than IO-a�chs from die tloor. � �_
FA57ENER SPAQNG(imhesy
2500 psi concrete Fllled cnnu
Slmpson
ITW Tapcon Sbong-Tfe DOOR WIDTH(feet and inches)at a given DESIGN PRESSURE{pSF)
4" 1 4" 3 8" 3 S 3 8" 3 8" 14 17 sf Z 24psf sf 32 36 f 44 48 58 f 5 f 63 f 6 75 81 af 93 f
7A 24 24 24 24 24 22'A 18'-9 15'-11 18'-3 21'.q 9'-]S 8'-10 7'-]i 7'-3 G-7 G-0 S'-6 5'-0 4'-7 4'-3 3'-11 n a n/a
24 22 24 24 24 Z4 24'-3 TO'-0 iT-0 14'-1 12'-1 10'-7 9'-5 8'-6 7'-8 T-0 6'aL 5'-10 5'-4 4'-ii 4'-6 4'-2 n/a n/e �
24 20 24 24 24 16 2b'-6 21'-9 18'-6 15=5 13'-3 11'-7 30'-3 9'-3 8'-S T-B 7'-0 6'-4 5'-10 5'-4 4'-31 4'-6 4'-3 3'-11
24 18 24 22 24 16 28'-10 23'-9 20'-2 16'-10 14'-5 12'-7 11'-2 10'-1 9'-2 8'-5 7'-7 6'-ii G-5 5'-20 S'�d 4`-11 4'-7 4'-4
Z4 17 24 2Q 24 16 31'-9 26'-I 22'-3 18'-6 15'-1013'-SO 12'-4 2i'•1 10'•1 9'-3 8'-4 7'-8 7'-0 6'-5 5'-11 S'-5 5'-1 4'-9
24 15 7A 18 24 15 34'-3 26'-2 24'-0 20'-0 iT-1 15'-0 13'� 12'-0 10'-10 10'-0 9'-0 8'-3 7'-7 6'-11 6'-4 5'-11 5'-6 5'-1
24 35 24 17 16 16 36'-3 29'-10 7S'-4 21'-2 18'-1 ]5'-10 14'-1 12'-8 13'-6 10'-7 9'-7 8'-9 8'-0 7'-4 6'-9 6'-3 5'-10 S'S Iiigl�est�chor inata]Ied at
22 13 Z4 16 16 8 n/a 32'3 Z7'-5 Z2'-10 19'-7 17'-1 LS'-Z 13'-8 Z2'-5 il'-5 IQ'-0 9'•5 8'-S 7'-il 7'-3 b'-9 6'-3 5'-10 least as high as donr opening. ,
21 t3 24 LS !6 8 n/a 33'-10 28'-9 2A'-0 26'-6 IB'-0 iG-0 fA'--0 13'-i ]2`-0 30=10 9'-ii 9'-1 8'•4 7'-8 T-1 6'-7 6'-2 ������y s�����
19 12 Z4 14 16 8 n a n/a 31'-4 26'-1 ZZ'-5 39'-7 iT-5 is'-8 14'-3 ]3'-0 il'-SO 10'-�3 9'-11 9'-1 8'� T-8 7'-2 6'-B �����$�,.
16 30 ?A 8Z 15 8 n/a n/a 36'-0 30'•O 25'-8 2Z'-6 20'-0 18'-0 16'�4 15'-0 13'-7 12'-4 11'-5 10'-S 9'-7 8'-10 8'-3 7'-6
16 SO 24 11 9 8 n/a n/a n a 31'-9 27'-2 29'-9 21'-2 ]9'-0 1T-3 15'-IO 14'� 13'-1 12'-1 11'-0 10'-1 9'-4 8'-9 8'-2
l4 8 24 30 8 8 n/a n/a n/e 35'-9 3d'-8 7b'-10 23'-10 21'-S i9'� iT-30 16'-2 14'-9 13'-7 72'-5 ii'-5 10'-7 9'-10 9'-2 �
1Z 7 20 9 8 B n a nJa n/a n/a n/a 30'-13 27'-5 24'-8 II'-5 7A'-7 18'-6 1T-0 15'-8 i�'-4 13'-2 12'-E 11'�d 30'-7 2x6 sh.xmral
li 7 20 8 8 8 n/a n a n/a n/a n/e 31'-30 Z8'� 25'-6 I3'-2 21'-3 19'-2 17'-7 16'-2 LG'•9 13'•7 12'-7 !2'-8 10•-11 �I��'
� � � � � � � � , Msy be counterboied up to 3I8"deep
10 6 17 7 8 n o n/a n/a n a n a n/a n/a 32-0 28-9 Z6,2 ZA-0 Zi-8 34-10 19-3 16'-S 15-4 14'-2 19'-2 12-0 at each ancl,orlocadon m pmvide n
9 rt/a 16 6 S n/a n/a n/a n a a n/a n/m n/n 32'-0 29'-1 Z8'-B 24'-1 22'-0 20'-3 1�-6 17'-0 15'-9 14'-H 19'-9 flosh mounting surfere,
8 n/a i3 6 n/a a n/a n/a a rt/a n/a n/a n/a n/a n/a 30'-11 28'-0 ZS'-7 23'-6 2T-6 19'-9 18'3 17'-0 15'-11
Ma n/a 12 n/a n/a n a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a 32'-0 29'-Y 27'$ 24`-10 22'-10 ?1',2 19',8 18'�S ° •
2500 psi eonerete FiUed CMU 14paf i7�( 20p�f 7Apsf 18ryaf 82p�f 96psf 4G�f 44psP Aspsf 5Hpff SBpsf 63psP 69psf 75psf R1�f 87pap 93psf
uneha�to atnct at no mom t}um
IiW Tapcon 11W LDT "`"" 1Na°8''DOOR WIDTH(feet and inches)at a glvert DESIGN PRESSURE(PSF) b��'O�'�'9��"'g�D�°�
HD Atl no Iess thun tba minimaal edge dislmece.
�a° �/an a/a° a a° �/a° s�a" FASIENER�1AMEfER
1.75" L75" 2S" Z.5" L75° 2.68" EMBmMENT lENG7H •
I_l� 7�8n -1�2n 1" '1�8'1-1/8"WASHER DIAMEIER
2-1/2'2- 2' 39 3" 4" 4" EDGE DLSTANCE ���,1����I��I���� SvPP��B mvcnunl elemenis shell be dmfgnod by a re�.�t�rd
508N 319R 859T� 371�! 480� 34QR FASTENER LOAD CAPACfIY ����a�. $ ��� pmfescfonal engh�eetor wiM beds in¢ddmon m othabeds.
`,�� v�►•���'�+�� �0� Tids dcswing does am addmss tha j�hM�II de�ign,twt onlv door
���� �' • / attecLmmt JamblwaR conshuctioa's eLown only fbr�nstradoa
= • �� r P�poses iLabulldingdesigneriseesponsibleforms�¢ingt6�tha
• � i 7amb/wau ia sufYiicimt m ca�xy the dnorllre ana saticlaads'l3ts
� ' No.51737
� i • � dmwing doeanot ad�.y�e sPiing Ptd comuctinns.RtgistaCd
Dtgltally slgned byJohn E Seates,P.E � . �*+ pnepe�onol e�g���ay op�ved sn eh��e des}gR
Manufacturei s fnstallation instractions must be followed. Date:2015.02241 Cr32�7-06'00' � *i * �• +
Maximian spacing shown m chert � : � i + 0O0
John S Scat+es.P.E. � � �� � ` � M � ��0 ri0I1C
fesser spacing may be used[o avoid incerference with door}mrdwaze � �
and or fastening sysEam,but not less than b". 3121 Fairgat�Drivo / +.� �., ';� � D W O Q �O
Load amb=0.5 x door width x max sitiva ��llton,Tcxas 75007 �/ �•;�OR��.• Q� �� • 2-18 2025
P�'.1 P� P�uroxdoorheight, FloridaP.E.#51737 S/r a► •-�" � ��\
ir��u zo�oo��c ar aoncrete when Pill'vig CMU. T�E 56308,F-2243 /�����lON'`1,���� Back Jamb Attachment Detail
CMIT fastener spacing distaxue may vary+/-1".
Concrete Anchrns
Professional Engin�ec's seal prov3ded only for verification of windload cunstrucHon detffiIs, C.�LI.DI'dR+lIlg: BJA-101 Rev.-07
Southein Phie(SI�speciflc gravity=O.SS;allowable load per anch�=620 poundc. �a� lft^bb�NN �.� !/t"h@f
Sprttao Pine F7r(SP�speclflc gtavlty=0.42;allowable load per anchor=482 pounds. ATTACHA'l�tt'Ofi ATTACHIVI�1'P OF
Usa 3P veluas only if both stracttue and jamb ate southem pine. Zn6 WOOD JAMB 2x6 WO(3D JAMB
Use SPP values when sproce pine flr�S Fsresent in stractme or,jamb ma�iaL yZ,����
Lag scww:3/8"dinmetet x 3"minimwn long;musc coldvim to AN3IJASMS BI8.2.1 oN Sf�A7I�Ic3
Wasl�er:l-1/B"minimum outside diameter,must confam to ANSI B18,22.1 type A.
P�drill 1/4"diameter pilot holes for lag screw inserdon. 1-1/2"ma�imum lag sc�ew edge distance required.
�n a 3'LAG SCRHWS �i4"�p��p
� DOOR WIDTH feet and Inches at a iven bESIGN PRESSURE PSF �"R�'n"�''°9�'s �p���
SPF 5P 14p5 iTpsf 20psf 24psf 28psf 32psf 36psf 4Qp5i 44psf 4$psf 53psf 58psf 63psf 69psf 75psf 31psf 87 93 f clear of mry 6xk
jamb attechtnrnt
24 Z4 34'-5 28'-0 24'-1 ZO'-0 ST Z 15'-0 13'-0 12'-0 10'-1 10'-0 9'-1 8'-3 7'-7 fi=11 6'-S *�'-ii 5'-6 5'-2 f���
22 24 n/a 32'-4 ZT-6 22'-1 19'-8 17'-2 15'-3 13'-9 12'-5 11`-5 10'-4 9'-5 8'-8 7'-11 7'-4 6'-9 6'3 5'-ii
20 24 n/a 34'-0 28'-1 24'-1 20'7 18'-0 16'-0 14'-5 13'-i 12'-0 10'-t 9'-li 9'-2 8'-0 7'-8 :+'-1 6'-7 6'-2
e g
18 24 n/a 36'-5 31'-0 25'-1 22'-1 19'-4 17'-2 15'-6 14'-1 12'-1 11'-8 10'-8 9'-10 8'-11 8'-3 s�'-7 7'-1 6'$ heeder
18 23 n/a n/a 32'-1 26'A 22'-1 20'-0 iT-1 16'-0 14'-7 13'-4 12'-1 11'-0 10'-2 9'-3 8'-6 7'-ii 7'-4 6'-10
16 21 n/a n/a 35'-S 29'-6 25'3 22'-i 19'-B iT,B 16'-1 14'-9 13'-4 12'-2 11'-Z IO'� 9'-5 �'-8 8'-1 7'-7 � g�
t6 ZO n/a ro/a 36'-1 3O'-i Z5'-9 22'-7 20'-0 18'-0 ib'-5 l5'-0 13'-7 1Y�5 11'-5 10'-5 9'-T �'-li S'-3 7'-9 3'
15 20 n/a n/a n/a 31'-0 z6'-6 23'-3 20'-8 18'-7 ifi'-i 15'-6 14'-0 12'-9 ii'-9 10'-9 9'-11 �=2 8'-6 8'-0 �—
14 18 n/a n/a n/a 34'-5 29'-6 25'-9 22'-3 20'-7 18'-9 17'-2 15'-7 14'-2 13'-1 11'-1 11'-0 b0'-2 9'�5 8'-10
13 i6 e/a n/a n/a n/a 31`-9 Z7'A 24'-B 22'-Z 20'-2 18'-6 16'A 15'-0 14'-1 12'-i 11'-1 �0'-1 10'-2 9'-6
12 16 n/a n/a n/a n/a 33'-2 29'-0 25'-1 23'� 2i'-i 19'-0 17'-5 16'-0 14'-9 13'-5 12'-4 Si'-5 10'-8 10'-0
12 15 n/a n/a n/a nJa n/a 30'-1 26'-9 24'-1 2Y-1 20'-0 1$'-2 16'-7 15'-3 13'-1 12'-1 �1'-1 11'-0 10'-4 �
11 14 n/a n/a n/a n/a n/a 32'-1 29'-2 26'� Z3'- ti'-1 19'-i 38'-1 16'�8 15'-2 14'-0 12'-1 12'-1 11-3
10 14 n/a n/a n/a n/� n/a 33'-2 Z9'-6 26'-6 24'-1 22'-1 20'-0 i8'-3 16'-1 t5'-4 14'-2 �3'-t 1Y-2 11'3
10 32 n/a n/a n/a n/a n/a n/a 3Z'-i Z8'-1 26'-3 2a'-1 21'A 19'-1 18'-4 16'-9 15'-5 a4'-3 13'-3 12'-S a��nesc nn�or�mn�a�
9 12 n/a n/a n/a n/a n/a n/a n/a 31'-0 Z8'-2 25'-7. 23'� 21'-4 19�-s ar-1 16'-6 85'3 14'� 13'-4 1eos�as hi�n��o�„�
9 11 n/a n/a n/a n/a n/a n/e n/a 32'-i Z9'-2 26'�9 24'-3 22'-1 20'-4 18'-7 17'-1 �l5'-i !�4'-9 13'•9
Ancho�m he eventy spaad6etwern
8 ii a/a n/a n/a n/a n/a n/a n/a n/a 30'-8 28'-I 25'-6 Z3'-3 21'-5 19'-7 18'-0 S6'-8 15'-6 14'-6 thc hcedtr attd�So tlorn:
8 10 n/a n/a n/a n/� n/a n/a n/a n/a 32'-1 �0'-1 27'-3 Z4'-i Z2'-1 20'-i 19'-3 iT-i 16'-7 15'-6
7 10 n/a n/a n/a n/� n/a nJa n/a n/a n/a 31'-0 28'-0 25'-7 23'-7 21'-6 19'-1 18'-4 17'-1 16'-0
7 9 nJa n/a e/a n/a n/a n/a n/� n/a n/a n/a 3i'-2 Z8'-5 28'-2 Z3'-1 22'-0 ZO'-4 18'- 17'-�J � �
6 8 n/a n/a n/a n/a n/a n/a nJa n/a n/a n/a n/a 32'-0 29'-6 26'-1 24'-9 23'-1 31'-4 20'-0 �`�B`m°m��a`1"°'�.
11lay be connterboad ap to 3/B"dccp et
4 e �/a n/a n/a n/a n/a n/a n/a n/a n/a nJa n/a n/a n/a n/a 33'-0 30'-7 28'-6 26'-8 ���n�iopuo,►r��ro��a
SPF SP 14ps 17psf 2Qpsf 24psf 28psf 3 f 36psf 40 44psf 48 53psf 5 f 63 69psf 75psf 81 67p5f 93psf �hmount�gsurface.
� DOOR VYIDTH feet and inches at� iven DESIGN PRESSURE (PSFI • •
+BIDAD PEiF� r ��������"�f+���� Flrst nnehm to smtt asno mote thm�
FAS7FJIER \� �,. ���� half tha fasteoer epacingdlshaxe aa3
�a+adi1 `'�����.��M���' ��/�' no 2esa than the minimmm edgedlstance.
•'�� �`. i
Maximum load per jamb=OS x(donr height)x(door width)x(maxLnvm posiHve pmsqvte) o ±� ��CJ7� � �
When�plyi�back jumbs wer dry wall or otherna�sfit��, ' *; * 4*` O0� S� IIOIIC I
vse lon er la s screws to inauce 1-1/2"minlmmn embedment ��� �� � � M � �a�
Lesser spacing may be used to avoid'mterference with door l�aidwm+e and ar f a s U r.n m g s ys�em. � . OF � � 'n'
Maximum apaaing shown in chait �,A� � � �U L J o o B"� 2-18-2015 .
J o h n H S c a t e s,P.E. I • ; �
T h e s e c h a rt s d o n o t a d d re s e s p:i n g p a d o o mm e c fi�s t o ffi e b u�d'm g• 3 1 2 1 F a a te D r ive r�� �••�Z O R 1 D h. � � .
s� ij'�► �.__,. ��� Back Jamb Attachment Detai.l
Albemetive design may be approved by a rcgistAsd profcssiona]arginces. Camollton,Texa9 75007 �0 �� � `�
5 u p p o rt i n g s t r u c m r a l e l e m rn t t s h a l l b e d e s i g n e d b y a r e p.s o e i e d p i o f e ssi m�a l F l o r i d a P.&.i i 5 1 7 3 7 �/��f��N ALi,���� L a g S c re w
engineer for wind loads in addition to other loads. Tx�sc�os,a-zzo3 rlf+I lt �
Professiozml En ine�s's seal 'ded ant iar veruicancn�u wmcuoau eot��ncaon a�et�uls �=•H.I.�I'dR+lIlg: B3A-102 ReV.-0S , '
�
Self tapping screws (with steel) s�:��a�a�x 3�a•�ura�,�,g�,;�����,m n�s��HlB,Z,�. _1Q(}"x 1"fiIlet weIds •
US[i 9f16" �a"steel7umhs;ollownble bad pa se�ew=4441Ds, �'�s P�'�d bY a Certitied Welder oz inapected by e
Cmtifled Walt}mg Impector ro v of welds.
� q�p�.mM�-tr„d�rcr�c;�3gsug�09�i,14 gpyp,e n 1 Ip�ypolG.p�mEe a 1101b�— �'��Y
DIAMB'tER —I ga��ie s�e om ;n wn lc load per weT�1,2Tg1�—
WASHEAIF �I"dCICCt OT �onal Washer:9/L6"O.D.minimm�C mau confoaa w ANS[H18�2.2.1 typa A. vse ail necaaary pmcaMlatis when welding galym�isd cteel
rever SCRSN HSAD Washer trot icqnfred 3f fastena head haa mhdmmn 9/lfi"o�sfcb diameter. ,
COIILII1110U3 Neld�to be e.vealy spaced betaveen hcader mM floo[,
gt] IS LHSS TAAN Lowest fasdac to 6e wdhin 10.melvs of the tkor �y�st weld to 6a wit6ia 2Q-hxhes of the flnor
9/16"DIAN�fBR Ie Mexitmml apaemg shown fn el�azt Lcs�er spocing may be uacd to avoid interteavre
with daor cc+mp�muu sq�v� �af 3 welda Pe�'�mb m9a�ed•
Add t�ulm m antNnunus mighs as ceqalttd tu satlsCy Tartarcr spacfng ht Rteae d�tta. FiPet welda no have a ata3glu vr eonvox fuce eucfac.
These ehana do rmt add�sTxing pad cormeeflons w the bmld'mg. Tack wekl toe of a�e nt e�e�cing ta pteve�rc rotetian of trodc�g1e, '
ATTAQIMEM SPACI(d0 fnehe9 Loud pe jom6=OS x doar wldth x mmc posiHve praswe x door height �°iN��1��0��S�d m a amcoth
' sc�ws saiEvus sa�ws uuEms sc vuetos
caHou�a�l checked to ensam wmdncas.
16 ga 14 ga 12 sa 12 ga 3/16" 3/16" DOOR WlD7H{feet end inches)at B given OESIGN PRESSURE pSF ��°h"r�d°"oc�aresa q�Pod oomu�o� co mu tnitdiug.
Lond per jamb=0S z door width x me�c posG[ve p�e x door hdght
Jamb Jamh Jamb Jamb jam6 ]amb lqpsf 17psf 20psf 24psf 28psf 32 86psf 4G 44 46psf 53psf
24 31 86 36 36 36 T-30 6'-5 5'� 4'7 3'-11 3'-5 3'-� n/a n/a nja n/a
IO 26 36 36 36 3fi 9'-5 7'-9 6'-7 5'-6 4'-8 4'-1 3'-8 n/a n/a nJa n/a track bracket or
18 24 36 36 36 36 9'-31 a'-2 6'-ii 5'-9 4'-11 4'� 3'-30 n/a n/a n/a n/a �ntinuous angle TeVeise angle
16 20 30 36 36 36 31'-9 9'-8 8',3 6'-30 5'-10 5'-1 4'-7 4'-1 n/a n/a n/a
14 18 26 36 36 36 13'-5 13'-1 9'-S 7'-3A 5'-S 5'-10 5'-2 4'-8 4'3 3'-li n/a
12 16 Z4 36 36 36 14'-1 12'tii 10'-5 8'-8 T-5 6'-6 S'-9 5'-Z 4'-9 4'-4 3'-li
12 15 2z 36 Sb 36 15'-8 1Y-3I11'-0 9'-2 T-1Q 6'-10 6'-1 5'-6 5'-0 4'-7 4'-i
9 12 17 36 36 36 20'-5 16'-9 14'-3 11'-1 10'-2 S'-11 7'-11 T-1 6'-6 5'-il 5'-4 4'-11 4'-6 4'-i n/a n/a n/a n/a
.700'x 1"Iongfiqetwekf
8 10 16 36 34 36 22'-0 18'-5 IS'-B 13'-0 11'-2 9'-9 8'-8 T-30 T-1 6'-5 S'-10 5'-4 4'-11 4'-6 4'-2 n/a n/a n/a (E�s�arodeea�,�).
7 !0 14 36 31 36 24'-6 20'-2 iT-1 14'-3 12'$ 10'-8 9'-6 8'-6 T-9 7'-1 6`-5 5`-11 5'-5 4'-11 4'-6 4=2 3'-11 n/a wcld to be bcated veticolly on
a�gle ot apncing speclfled ln ch9i[
6 8 12 36 25 36 29'-1 24'-7 20'-1 17'-5 34'-1113'-0 11'-7 10'-5 9'-6 8'-8 7'-10 T'-Z 6'-7 6'-0 5'-6 5'-1 4'A 4'-5 end taek werd tne of migla or
6 7 21 36 24 36 31'-5 25'-1 22'-d 18'-4 !,5'-B 13'A lt'-2 11'-0 10'-0 9'-2 8'�3 7'-7 6'-11 C-4 5'-iQ 5'-5 5'-0 4'-8 �bm���°�g•
n/a 6 8 36 18 36 40'-1 33'-7 28'-7 23'-1 20'-5 17'-i 15'-i 14'-3 13'-0 ii'- 10'-S 9`-ifl 9'-0 8'� 7'-7 T-0 G-6 6'-1
n/a 5 .7 36 16 36 n/a 39'-2 33'-3 2T-9 ?3'� ZO'-9 i8'-6 16'-7 15'-1 13=1 12'-6 31'-5 30'-6 9'-7 8'-10 8'-2 T-7 7'-1
n/a n/a fi 36 12 36 n/a n/a 41'-9 34'-1 79'-1 26'-7. 23'-2 20'-1019'-0 17'-5 75'-9 14'-4 13'-3 32'-i ii'-1 10'-3 9'-7 8'-21
n/a n/a 5 3t 13 32 n/a n/a n/a 39'-�J 34'-0 29'A 2G-6 23'-10 Zi'-8 19'-i 18'-0 16'-5 15'-i �3'-9 12'-8 li'-8 10'-1 10'-3
n/m n/a n/a 30 10 34 n/� n/e n/a n/a 36'-4 31'-9 2S'-3 25'-5 23'-I 21'-2 19'-2 IT'-6 16'-1 14'-8 13'-6 12'-6 il'-S ia'-31
n/a n/a n/a 26 9 26 n/� n/e n/a n/a n/a 36'-S 32'-7 29'-4 26'-8 Z4'-S 22'-1 2C�'-2 18'-7 17'-0 15'-7 14'-5 19'-5 12'-7
n/a n/a n/a 24 B 24 n/a n/a n/a n/a n/a n/a 33'-0 31'-9 28'-1 26'-6 24'-0 21'-13 2fl'-2 18'-5 16'-1315'-B 14'-7 13'-S
n/a nJa n/a 16 5 ifi n/a n/a n/a n/a n/a n/a n/a n/a n/a n/e n/a 32'-10 30'-3 27'-7 25'-5 23'-6 21'-112D'-6
n/a n/n n/a 14 n/a ta n/a n/a n/a n/a n/a n/a n/a n/a n/a e/a n/a n/a n/a 31'-7 29'-0 z6'-it 25'�0 23'-S
n/a n/a n/a 12 n1a s2 n/a n/a n/a n/a n/a n/a n/a n/e n/a n a n/a n/a n/a n/a a 3t'-4 x9'-x 27'-4
stnEws satEws scatws we�ns scnexrs wetns 14 sf 17 20 24 f 28 f 82 f 36 �0 48 53 58 af 63 69 f 75 sf 81 87 f 93 f
iB ga 34 ga iZ aa i2 ga 3/16" 3/!6" DOOR IMDTH feet a�x!Inehes)at a n DESIGN PAESSURE PS ACaaaBvedaisa�my beappmvedhy a
amb amb amb amb amb amb ttea�er�pmrmst�tm�,�.
ATTACNMENTS�ACING nGhes f suppoNna.coetun�elemme�all6e
iION 143A 209N 1272p 444N t277� ,,`111����I�, desfgned 6y�lieemed pmfesafonol m�meer
ALLOWABLE LOAD PER SLREW(pounds) `�4�` ,`, S/�� ����' for wmd laadaln�ddtrlun oo emaloadc.
\ � � ._:;�� /� �6a��8e���ee,�m���t�,a
���,.•�G�NSQ'•. � desigo.bat onW dnaat�ehmeat Jem6hval
`� ; � •; � comuucdnn is shown onlv mrm�aasuioo
� n i � pneposcc'[he Emldmg desigua ie reapoueble
� ° Na 51737 � ����e��j���m
� • .
� . � ae�sy mo aoo�nw ana st�tic b.ae.
�*� ��� :.*� O�� none
. �
JohnE.Scates.P.E. � ���, '��` O�O�O O�� 2-18-2�iS
3121 Fairgate Drive %�il► •.�(OR1OT+�����\ -
CFlon'dn P.H.#51737� ,������Q A�.����`
�sbsos.F-z� ����//l11111���� Steel Attachment Detail
Professimwl Bn 'neer s seal vided onl for verifiwtion of win�oud canatruceion detru7s. C.H.I.Drawing: BJA-103 Itev.-07
5unpsom Ticen HD:3/�"diameter x 3"long(mm�am).
S�pson Wedge-All;3/8"diamea�r x 3"long(minimnm).
1TW Remset/Redhead Large biameter Tapcon,3/8"diameter,minimum 2"long with washer ffiat confoans to AiVSI B 1 E.22.1 type B.
Use a fastener for every track fn•acket unless[he quantiry of fasuners deteimincd from this chart is moze then the qnantity of ttack brackets sp�ed on the door drawing.
Add hack brackets as required to satisfy fastener spacing m thesa charts. Maximam spacing shown um cliatt,
Lesser spacing may be used to avoid iaterference with door hazdware and or fasteaing syste�,but not less than 6". �. �
See chart for minimum edge distance required. � � � •
'• �•i
Load per,jamb=0.5 x door width x max positive ptiessure x door height `� ! —
, �
Man�actui+efs installation instivctions must be followed. �' � '
8"CMU hlock walls shall camply with ASTM C90. Use min�tum 2000 psi g�out or cmiciete when 511ing CMU. . � •' �, �.
Fastener spacing disuu�ce may vary+/-1", - � .���
FASTE111ER
SPACI NG
(inches)
Filled CMU DOOR WIDTH (feet and inchesj at a gieren DESIGW PRESSURE�PSF)
Simpson Simpson
Tken wedige-
HD a�� 14ps 17ps 20psf ?a4psf 28psf 32psf 36psf 40psf 44psf 48psf 5�psf 58psf 63psf 69psf 75psf 81psf 87psf 93psf
n/a 24 Z4'-3 20'-0 17'-0 14'-2 12'-i i0'-7 9'-5 8'-6 7'-8 7'-1 6'-4 5'-10 5'-4 4'-11 4'-6 4'-Z n/a n/a
24 16 34'-3 28'-2 24'-0 ZO'-0 �7'-1 15'-0 13'-4 12'-0 10'-10 10'-0 9'-0 8'-3 7'-7 6'-11 6'-4 5'-11 S'-6 5'-1
15 16 36'-5 30'-0 25'-6 21'-3 18'-2 15'-11 14'-2 12'-9 11'-7 7.a'-7 9'-7 8'A 8'-1 7'-4 6'-9 6'-3 5'-10 5'-5
16 8 n/a n/a 36'-0 30'-0 25'-8 22'-6 20'-Q 18'-0 16'-4 15'-0 i3°-7 12'-4 11'-5 id'-5 9'-7 8'-10 S'-3 7'-8
8 8 n/a n/a n/a n/a n/a 31'-10 Z8'-4 25'-6 23'-Z 21'-3 i9"-2 17'-7 16'-Z 14'-9 13'-7 12'-7 ii'-8 10'-i
8 n/a n/a n/a n/a n/a n/a n/a n/a n/� 32'-$ 30'-0 27°-2 24'-9 Z2'-10 Za'-10 19'-2 17'-9 16'-6 15'-5
s��+pson s��o� 14 Sf 17 Sf 20 Sf Z4 Sf 28 Sf 32 Sf 36 Sf 40 Sf 44 Sf 48 Sf 53 Sf 58 Sf 63 Sf 69 Sf 75 Sf 81 sf 87 sf 93 5
nHo wA� DOOR WIDTH (feet and inchesy at a given DESIGN PRESSURE QPSF}
3 S" 3 8" FASTENER DIAMETER
2.75' 2.68" EMBEDMENT LENGTH
4" 4' EDt3E DISTANCE
484# 340# FASTE1dER LOAD CAPACITY Thesechmtednnotaddcessap�ng�mdooxu+ealom tobu�ding.
'—' Alte+nativo dplgn moy be ogpmvedby a
���1111 E 111//�� �K�a��,+��
`�� '� 8 ��� 3nppaning euuctoml deme�s shall he dea�¢mdbS'anaaacd
�� �� ptokssiotm!mgineer for wlud loeds In addltlonm othcica8i.
��'��s���
�\� o oG�1�����, �/ ihis drawi�does not edd�the waU d�sign,lnd wdy door
` :i�' � � ettixhment P/all tanstmeban is shawamnly�ffiushation
� 5��� � � p°rp°sm'Thebuildingdeaigneris�csponai61cforat�ng
� ; �{Q, � � thet the wa11 ia suffi�ient to mny the door liw�d smticloade.
..'. i * �f� .
* � ���� � '_ M �00 ]IOriC
� •
,%�•�. �oL1lJo�d L7�O °"'� 2_18-2015
.
Joha E 5�ates,P.E. �j ,�°.�OR10�:'�(Ij �� '
c�u���som ���/j���ONi`�����` ACttNacrtune I?etail ,
TJ�E 563D8,F-221}3 ( ,
Professional r's seat tovided onl for verificaHon of whtdload om�strucrion dem�s. C•H.Z.�Wlrig: BJA-104 ReV.-07
{,
Anchor:TtW Tagcon ar Tepcan Lt7T ar Simpsan Sttung-Tie Wedg�A1G '
ITW Ramset/Redhead Tapcon,l/4"dixmeter,2"long(m�imnm) ' • � :
1TW Ramset(Redhead Lar Diametec T n 3 "diameter -3 4" ��{�) �• r•� :
Simpson Wedge-1lt1;3J8"disrneo�r a 2"long(minimurn}. • ?T � -
Use a[astener for every uack bcackct uelesc the quentily of fast�neis detettnined from Uils chart is more than the quantity . �' �' ' •
of track b�ackets specifla]ost the danr drawza� • � '� � •
( �ASTENER SPACtNGi Act3 uack txactcete as requiica oo satisey instener spac3ng in�tase chartc. Maximum spacing shown in chmt, : r • ;t�
� Z�00 sf eoncrete Lesser spr►c3ng mey be vscd w awid interference with door l�ndware and or fusGeaing system,but nat leas dta�a 6"_
Slmpso» Sca cha�t for minimam edge dismnce reqnifed. .
Concroto wafts ahall be m9nimum 250Q psi cimaetc attd ahatl be of sufticieat str�ength w resist loads.
5trotlg- l.oad per jamb=0.5 z door wIdth x maa pasidve piessura x door height
ITW Tapcon �e Manu4actaxe�s inamliation iasuucdrnns must bc followcd.
3��p DOOR WIDTH�feet and inches)at a given DESIGN PRESSURE(PSF}
Wedge-
1/4" 3►/$° �t 14psf 27psf 20p 24psf�8p 3Zpsf 36psf 4{}psf 44p'sf 48psf 53p 58ps 53psf fi9psf 75psf BZpsf 87p 93psf
24 36 24 24'-� 2Q'-0 17'-0 14'-2 12'-1 10'-7 9'-5 8'-6 7`-8 7'-1 6"-4 �'-10 5'-A 4'-11 4'-6 4'-Z n/a nJa
24 35 22 26'-5 21=9 18'-6 15'-5 13'-Z � 11'-T Ifl'-3 9'-3 8'-5 7'-8 6'-11 6`-4 5'-10 S'-4 4'-11 4'-6 4`-3 3'-11
24 36 20 29'-� 24'-Q 2q"-4 1.7'-0 14'-6 12'-9 11'-4 10'-2 9'-3 8'-6 �'-8 7'-0 6'-5 5`-10 5'-5 5'-0 4'-8 4'-4
2� 36 18 32'-4 26`-8 22'-8 1$'-101fi'-2 sh'-2 i2'? ii'-�t 1{�'-3 9`-5 S'-6 T-9 7'-2 6`-S 6'-0 5'-7 S'-2 4`-10
24 36 16 36'-3 29"-10 25'-4 21'-Z 18'-1 15'-1Q 14'-1 12'-8 11'-6 10'-7 9`-7 8'-9 8'-0 7'-A 6'-9 6'-� S'-10 5'-5
22 34 15 n/a 31'-8 26"-1122'-5 x9'-3 16'-IQ 14'-1113"-5 12'-3 ll`-2 ltY 2 9`-3 8'-G 7'-9 T`-2 6'-7 6'-2 5`-9
21 3Z 14 n/a 33'-8 28'-7 23'-10 20'-5 17'-10 7.5`-11 14'-3 !.�'�A 11'-11 10'-9 9'-10 9'-1 8'-3 7'-7 7'-0 6'-7 fi'-1
�9 30 s3 nja 35'-�13�'-6 '25'-5 21'-9 19`-1 26'-1.1 15'-3 13'-1�12'-� 11'-6 10'-S 9'=8 $'-20 $'-9. 7"-fi 7'-0 6`-6
17 26 ' 11 n/a n/a 35'-3 29'-4 25'-2 ZZ'-0 19'-'7 ].7'-7 16"-a t4'-8 ].3'-3 12'-1 11'-Z 10'-2 9'-4 8'-$ 8'-1 7'-6
l5 24 10 n/a n/a nja 31'-9 Z7'-3 Z3`-1�2Z'-2 19'-2 17'-4 15`-11 �4'-4 13'-2 12'-1 11'-0 id'-2 9'-5 8'-9 8'-2
1� �20 8 n/a n/a n/a n/a 3Z'-8 28'-7 2S'-5 ZZ'-112Q'-�019'-Z 17'-3 15'�9 14'-6 �3'-3 12'•2 11'-3 1�!'-6 9'-i�
10 16 nja nJa �/a n/a n/a nja n/a 31'-9 28'-7 26'-0 23'-10 2�.'-7 't9'-9 18'-2 16'-7 15'-3 14'-1 13`-2 12`-3
9 14 n/a n/a n/a n/a n/a n/a n/a n/a 32'-8 29'-9 27'-3 24'-S 22'-6 2�'-9 1�'•1117'-5 iS'-2 15'-0 34'-0
8 1Z n)a nJa nJa n/a nja n/a n/a n/a n/a n/a 31`-9 28'-9 26'-3 24'-2 22'-1 28`-3 18'A 17'-S 16'-4
ITW Tapcon Simpson �,4psf 17psf 20Rsf 24psf 28ps 32psf 36psf 40psf 44psf 48�sf 53psf 58psf 63psf 69p�sf 75psf 81psf 87psf 93psf
$��� DOUR WIDTH (feet and inches)at a glven DESIGN PRESSURE(RSF)
Tie
��4'� �f$" �f$" EASTENER DtAMETER ,��1St11�11// s�""'s���e���n�a�►�a��n�t
�� /j pmFasiunol en�Ocr ror.r;na Mads a��aalaon to other Iwax
1.�5�' 2.5" 2.68"' EMBEDM ENT LENGTH `�1,'���`���.��;,��� ���„/,�� a�m�wt�.w�cos�is a�d�s�i�
2.S 3 +4 EDG�D#S'i'AI610E � '�':•�r� E '� r Pa��'Thebu�7dingdcagneristesperos�bkf�ezteurng�at
� ae ♦ / tfia wnp is eu�aient lo cenp the doar livo emi sfa�loads.'[h�
508# ?64# 340# FASTENERLVADCAPAqTY � : �.517�1 : � a��ao��c�a�,n�s��a�w�. �a
� i �*= gc°fesuonct arghtca mnY aPgtaved�alhm�va d�dRu.
t � ,� =
John E.Scates,P.E. .� . M
3121 Fair�te l�cive �i` ��# �r,��/: �Cl L l UD�p�� 110710
CatmIltan.Texas 75007 ♦ � • �y f►� �t 2-18 2fl15
Florida P.E.#51737 �//� ••`��R,'p�• 0�''��� .
r�sc�ra.p-22o� '��1�*�$��N�;`'���� Att chme D tail
I �
pzafessional En � eer�s seat i4videa oni rcu VerS�ic�ti��f wimdiaaaca�c�na�miis. C.H.I.Drawing: BJA 105 R�v.-46
Saudum Pine(S�specific�avity=O.SS;allowable load per anchor=607 pounds.
Sprucc Plne Ftt(SPF}specific gravity=6.42;nllowable load per anchor=439 ponnds.
3i"minimnm lag screw edgc dish�nce teqnired.
1�"minimum lag screw embedment into stucta�al wood.
I.ag screws mnst be seated in fullheightftame members. �,
Lag screw:�e"dlameter x 1-�e"minimum long; �
mnst conform to ANSIlASME B18.2.1
�
�
�
�
�
�
`�
�
DRY WALL/ SHEATHING �
u
>
w°
'`
0
�
.�
�
�
III q
TRAC]K BRACKET MOUNTING '�
SURFACE MUST BE FULLY ````����1�8�11I���'�i �
� .... , i
SUPPORTED BY WALL STUDS ��;•;,�a�p:�'•ti �� w
� �� No.517ST . � �
. �
5�6�� x i 5��� LAG SCREWS - *° � �*=
, =.�,. �,�� ; ;
:, '•., o�:�� .
��•�OR1,, d �
/��''',��ON i`,�1``�`\
Mnone
Max3mam load per jamb=0.5 x{door height}x(doorwidth)x(me�dm�positive p�ne) �O LILJ O�CI�O� T�
2-18-2015
Altermtive design map be approved by a]isxnacd profcssiansl engineer. •
Supporting structnral elements shall be designad by a Gcensed pa�ofrssional dohn Fs.Scates,P.S.
engineer far wind Ioads in addition w aRhcr loads. 3121 Faaga�e Ihive Attachment Detail Lag Serew
The svimbility of the s�ctnral bnilding companents must be verified by the an�ieer of cecmd fa�the bulc5ng. C�llton,Taxas 7500?
Florida P.S.#51737
TXPE 5630B,F-aaoa C.H.I.Drawing: BJA-106 Rev.-03 �
, -� .
i �
...... .... ..... _.--�-� -
' � ��:���-. ; .:U���.
WINDBRf��:.. �: ::=:�o���:��_.
_ ... ��::o�:�_:�
, ._ ..._ .::::��::� .��'Rl�::�.: :;.: ���:...iS�ries����� .
upplemental Instructions � - � - -�� �
e�idential Pan Doors
H�gher wind pressares and larger doors require additional reinforcemenk
Prematare failure of door system may resWt from improper�pplication.
CAUTtONSee chart in lower left corner of drawing sheet one for the approved wind
pressures and door sizes.
These enpplemental instructfions do not contain basfc door inst�tion
steps and related safely information.
I w���'�� Failure to follow basic installation steps and relatQd safety information
may result iu injury or death.
Door installers must foIIow a primary instraction manual for basic door �
installatYon stcps and related safety information. �
�
e correct selection of door and framing materials�in adherence with lo�l g
b 'ding coa�directives,is the responsibility of the building owner/designet. '�
U e of a reinfo�ed garage door does not constitute automatic compliance with _ �
a�y build9ng code. Local building code officials determine compliance criteria ,�
�
e percentages charted below reduce exposuie B wind sgeeds fmm the lower left corner of page one �
of ach drawing to approxianate mph for mean roof heights H and exposu�es B,C,&D. �
4
H B C D �
15' 100% 90% 82% �
'� 20 100%n 88% 80% �
25' �00% 86% 78% �
30� 100% 84% 77% ```���11�s�l!/�j��,i �
�
35 97% 83% 76% `��� �.�csa's�•,� ��i� �,
� � . , . � �,
a�l 40 95% 81% 75%
� . .
� 45' 44% 80% 74% � ;� No.61737 •�*� �
d
50'. 92% 80% 74% � *; t : •� Digitally slgned by John E Scates,P.E. �
•� 55` 91% 79�'0 73% � :� ��°'.;' r i Date:zo�$.o4.a6�i:as:��-o��oa
Q 7 6 0' 9 U% 7 8% 7 3% ���••,�o a�o•• C r� `�
',�/js/����N�����``�� c�m�x D soo�
�o,�r.e,�s�r��
T7�S 56308,F-2Z03
Cap,y�ight?A25 GH.L Ovahrad Doo�s j��, � �O� ��� Page 1 af 2
- , v .
,_ s
Strut placement options
(hinges shown wit6 sia�screws,see drawing far actual screw quantity requirements)
(single hinges shown, see drawing for double end hinge requirements)
s�,�
5trut
End Hinge
ortop bracket
000 �
n,�u�y
c�;�
T��� Bottom Fixttue EndIi'mge ar
bottom bracket
Strut above Wp tbttute 3trut above auxlllary carrier StruE in center of sec�tion
Smrt End Hinge
A
B o0o Shuc S�
' Strut End HinBe Bottom Fixtune Strut
a�ve beluw
hinge (see below for optlonal location} Strut�1w'vr Lottam t'u�ne'e hinge (see below tor optlonal location)
5uut EndI�nge
Str�rt may Strirt may be p
5trut ����� lnstaDed on
an top helf' bottom l�alf
' of 1�iuSe of[ilnge
instead of instead of
' �d�e above belowhinge `�
' �S�� to avoid s� �
�
5trut on top halY oY lumge components. ���nen� Strut on bottom half of hinge �
�
m
0
�
A locking system must be installed if t�e door is not electrically operated. �
0
G
See drawing for smp molding reqnirements,on doors not more than 1"wider than opening. �
When using stop molding,secure molding with minimutn 8d nails ar 2-1/2"lorig screws. �
a
A tt-ack bracket should be installed at a distanae not exceed 10 inches from the bottom of the tracic. �
Another track bracket may be required at a distance not exceed 5 inches from the bottom of the tra�k. o
Locate track brackets as requirad to avoid other fasteners or def�ts in wood. f,,�`����'�, �
Add track brackets as required until the specified quantity is achieved. ���� �// �`
, The distance between track brackets should not exceed 28+/-1 inches. ��� �' s����/� �
� .•" � � . / �
The distance from the top track bracket m the flag angle should not exceed 38+/-1 inches. � ,•'a��M+ �• �
' � • `. i �
.
� : No.51737 ' : �`
� : m
Push nut detail �*; � �*� W
(Push nut shown, see drawing for pus�nut requirements) �p:, �� �%� � o
� ° '• �coa� �'. � . �
O
P u s h N u t De t a ll (use on a l l mllers,if depicted on drawin� ����F$�`•��-''� �1�� `°=
uu 3/8"L D,on botmm fuhuemlla soem ''`��(,���111�``` �
use 7/16"L D,on end tunge and top fixtane mller sreans �
dohn E.Scates,P.E.
Pash mmc SGde roller inm Fiamte and tep push nnt onto 3121 Fairgate piive
roller stem using a 1/2"socket and hammer. I.eave an Cnaollmn,Tcues 75007
1/8"w 1 J4"apaca between push nut and Fixmie, Floride P.E.#51737
cor�snczo�s c.H.t o��,�a n�
�� � ��� L�LfI]L� ��page2aof2
Fl�rida Building Code Online �� � � � Page 1 of 3
i �____ __�__ ---- - --��� - .-
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A��li,:���,i;:.`�S:r;`!�;i?l.t�_`t,�!t_t�����nl(:����{`r•.�_14�!�(! � :tiJ� .���.., t w:
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� � nfllEflt� BQS Home �Loo In -UsCr Ra9Lstrakion HotTODies : Submlt Surtiwrpe STats�Fads PuDRcatlore FBC SbR ; BCIS SPoa MaP Llnks Smrch
B asines (J�� �!—��i��
P OI CSSI�71"IG1I ���,+��",/J Product AppwvaF
'�%USER:Publlc User
R ulation
�
Produd kvoroval ldenu>L'todu[t nr An�aWn Search>Anofketicn USY a Applitidon D�tail
�C,��";',;.::�`�..='m'�
�' • ��~''�°� i R#t FL993-R12
�.'� .,r_._.__�
ApPllcation Type Revislon
Code Verslon 2014
Appliptlon Status Approved
*ApprovEd by DBPR.Approvels by DBPR shall be revlewed and ratlfied
i by the POC and/or the Commissbn if necessary.
Comments
Archived
Product ManuFacturer Kln%Inc
Address/Phone/Emall 2703 Collepe Ave.
Goshen,IIV 46528
(574)535-1125
rtnanthey�lcii.aom
Authorized SlgnaWre Rldc Wright
Hckw�mbldgeon9ulta�.com
Ted�Ncal Representadve
Address/Phone/Emall
Quallty Assurance Representetive
Addr�s/Phone/Email
��pgpry Windows
Subcategory Single Hung
Compllance Method Certlflratlon Mark or Llsting
Certlflcatlon Agency Amer(can Arzhitectrual Manuf&tturers AssodaUon
Validabed By Ryan).King,P.E.
� Validatlon Chedclist-Hardcopy Recelved
ReFerenced Standard and Year(of Standard) �ggp�� Year
AAMAIINDMA/CSA 1Q1/1.5.2/A440 2008
EqWvalence oP Produd Standerds
Certifled By
Produd Approval Method Method i O�fon A
Date Submltted 02/24/2015
Date Validated 0�/25/2015
oate Pending FBC Approval
Date Approved 03/02J2015
eJ!/C:/Users/Diane/AppData/C.ocaUTemp/417RYQOI3.htm 7/24/2015
Florida Bu.ilding Code Online Page 2 of 3
4
Summa of Praducts
FL#F Mode4 Number or Name Deseription
993.1 a.9750 SH Extruded PVC Single Hung Tlit Window°Non-Impact°i/8"
Annealed Insulated Glass with Mail Fn(O�erall Frame Slze
Max.46 x 60)
Llmits of Use Certification Agency Certificat¢
Approved for use In HVH2:No EI 999 Ri2 C CAC 993:1 AAMA Cert.odf
Approved for use outside HVHY:Yes Quallty Aseurance Contraet Expiration Date
Impad Restalan[:No 04/28/2016
Deaipn PRsauree+50.0/-50.0 Installation 2natruetlona
Others See INST 993.1 fpr In5t011ati0n inStrUCd011S.(IVobe- FL993 R12 I3 Inst 993.i.odf
Glazing Shall mmply with ASTM E1300-04) Verified By:Lyndon F.Schmldt,P.E.43409
Created by IndependentThird Party:Yes
Evaluatlon Raporte
�,9�3 R�2 AE E\�A 4991 df
Created by IndependentThird Party:Yes
993.2 b.9750 SH Extruded PVC Single Hpng Tlit Window"Non-Impact°1/8°
Annealed Insulated Glass with Nall Fin(Overell Frame Slze
Max.36 x 72)
l.imiffi of Use Certlflcadon Ageney Certlficate
Approved far usa in t1YHZ:No F�993 R12 G COG 993?AAMA CPh ndf
Approv¢d for use outside HVN2:Yes Qualiey Aasurance Contract Expiratton Data
Impaet Res'�sfan�No 05/20/2016
Deslgn Pressures+50.0/-66.0 Snstall�tlon Tnstructio�
Other�See INSi 993.2 for Installatlon instructions.(Note- FL993 R12 II In�99a,2,odf
Glazing Shall comply with ASTM E1300-04) VeHfled By:Lyndon F.Schmldt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL993 Ri2 AE EVAL 993.2.odf
Created by Independent Third Aarty:Yes
993.3 c.9750 SH Extruded PVC Single Hung T11t Window"Non-Impact°1/8"
Annealed Insulated Glass with Nall Fln(Overall Freme Size
Max.48 x 7z)
Limlts of Use Certifiwtion Apency Certtflcate
Approved for use In HVF17s No FL993 Ri2 C CAC 993.3 AAMA Gert.odF
Approved for use outetde 11YFIL•Yes Quelity Assuranae CoMraet Expiration Dabe
Impact Resis�nte No 05/20/2016
Desiyn Pressure:+25.0/-Z5.0 Inslallation Instructioas
Otl�e1:See 1NST 993.3 for installatlo�instru�tfons.(Nobe- FL999 R12 IL Inst 993.3.odf
Glazing Shall comply with ASTM E13D0-04) VerlBed By: Lyndon F.Schmldt,P.E.43409
Oreated by Independent Thlyd Party:Yes
Evaluation Reports
FL993 R12 AE EVAL 993.3.pdf
Created by Independent Third Party:Yes
993.4 d.9750 SH Extruded AVC Single Hung 71ft Wlndow"Non-Impact"i/8°
Annealed Insulated Glass with Aluminum Nail Fin-(Overall
Frame Size Max.46 x 60)
Limits oF Use Cerllficatlon Apeney CertiFieate
Approved for use in HVHZ�No FL993 RlZ C CAC 993.4 0.4MA Prt.odf
Approved for use outslde HVMZ:Yes Quality Aasurenee Contract Expiration Dabe
Lnpaet RoslQtatK:No 04/28/2016
Destgn P�essure:+50.0/-50.0 Installatlon Instructions
Other.5ee INS7 993,4 for Installatlon Instrudlons.{Note- FL9�� R1.2 Il In�+993 4 odf
Giaang Shall comply with ASfM E1300-04) VeNfled By: Lyndon F.Schmldt,P.E.43409
Created by Indeper►dent Third Party:Yes
Evaluallon Reporte
EL993 R12 AE EVAL 993.4.�dt
Ckeated by 7ndependentThlM Party:Yes
� 993.5 e.975D SH Extruded PVC Single Hung Tilt Window"Non-Impact"i/8"
Annealed Insulated Glass wlth Aluminum Nali Fin-(Overall
Frame Slze Max.36 x 72)
Limits of Use Certt[Ication Agency Certifieate
Approred for uso in HdHZ:No FL993 RL2 C CAG 993.5 AAMA Cprt.odf
Approved for use ouffiid0 HVMZ Yes Quality Assurence Contract Expiralton Deba
Impae!ResistarK:No OS/20/2016
Deslgn Presaure:+50.0/-66.0 Installation InstrueNone
Other:See INSi'493.5 for Installatton Instructlons.(Note FL99� RiZ [I Insr_093:5.odf
Glazing Shall comply with ASTM E3300-04) VeHfled By:Lyndon F.Schmidt,P,E.43409
Created by Independent Third Party:Yes
Evaluation Repprts
FL49� R12 AE k1/AL 993.S.odf
Created by independent 7hlyd Party:Yes
993.6 f.9750 SH
file:///C:/Users/Diane/AppData/LocallTemp/417R.YQOH.htm 7/24/2015
lorida Building Code Online Page 3 of 3
Extruded PVC Singlfl Hung 711t Window"Non-Impact"1/8"
Annealed Insulate4 Glass with Aluminum Nail Fln-(Overall
Frame Size Max.48 x 72)
Wmits of U�e Certification Aqency C�eatiflcate
Approved for use In HVHZ:Mo Fl993 R12 C CAC 493 6 AAMA Cert odf
' Approved for use outs9de HVHZ:Yes Quality Assuranoe Co�rtract Expiralton Date
Impact R�Fstanta Na 05R0/201b
Design Pressuro:+25.0/-25.0 Instvllatlon Instructlona
Qther:See INST 993,6 Por Installation fnstnicNons.(Note- FL993 R12 II Inst 993.6.�df
Glazing Shall comply wlth ASTM E1300-04) VeriFled 8y:Lyndon F.5dlmidt,P.E.43409
Created by Independent Thlyd Party:Yes
Evaluatlon Reports
F�993 R12 AE EVAL 993.6.odf
Geated byIndependentThird Party:Yes
993.7 g. 18000-R VS 6ttruded Aluminum Vertical Slfding Window°Non-Impact"
5/32°Mnealed Monollthic Glass with Nail Fln-(Overali
Frame Slze Max.30 x 60)
L[mits of Use Certification Apenry Certifleabe
Approved for use i»HVHZ�No f1.993 Ri2 C CAC 493 7 AAMA Cert odf
' Approved for uae outside FIVNZ:Yes QualLty Assurance Contract Expiratlon Date
� Impaet Resistanh No 10/19/2016
Deaipn Presaure:+40.0/-50.0 Installatlon instruetions
Othere See IMST'993.7 fo�InStdllOdOn InstructlOns.(NOte- F 993 R12 II Inst 49a,7.odf
� Glazing Shall comply wiNt AS'fM E1300-04) Verlfled By:Lyndon F.Schmldt,P.E.43409
Created by IndependentThircl Parly:Yes
� Evaluation Repotts
FL.993 R12 AE EVAL 993J.odf I
,� ----�-�„�� Created by[ndependent Thfrd Party:Yes I
, 993.6 h.18000-R VS Exd'uded Alum(num Vertical Slidinfl Windaw°Non-]mpact°
1/8"Mnealed Monolithic Glass witfi Nail Fln-(Overdll
Frame Sfze Max.30 x 60)
Limits of Use CertiEication AQoncy Certificate
r use In HVNZ:No F R12 A 93.6 AAMA . rt.odf
Approved for use outside HVFIZ:Yes Quelity Assurance Contract Ezpiration Dabe
Impact Realotent:No 10/19/2026
Dealyn Pressuro:+40.0/-40.0 Ingteltation Instructlona
Qther:See INST 993.8 for fnstalladon Instructlons.(Note- FL993 R12 II inst 993.8.vdF
Glazing Shell wmpty wtth ASTM E1300-04) Verlfled By:Lyndon F.Schrnidt,P.E.43409
Created by Independent ThIM Party:Yes
Evaluat�n Reports
FL993 R12 AE EVAL 993.8.ndf
Created by IndependentThird Party:Yes
993.9 I. 18000-R VS Extruded Aluminum Vertl�al Slidfng WinQow°Non-Impact"
3/32°Annealed Morrolithic Glass with Nail Fn-(Overafl
Frame Size Max.40 x 63)
Limit6 of uae CerUFlcetPan dlpency Certlfieate
/ipproved for ux in FIVHZe No Fl.993 R12 C CAC 993.9 AAMA Cert.odf
Approved for use outside NVHi:Yes Qu8lity Assuranee Contract Expir9tion Date
Impaet Resistant:No 03/23/2016
Desipn Pressure:+25.0/-25.0 Inmtalfatlon Instructione
Other:See INSf 993.9 for insbllatfon Instructions.(Note- FI993 R12 II Inst 993.9.�df
Glazing Shall compty wlth ASIM E1300-04) Verified By: Lyndon F.Schmldt,P.E.43409
Created by Independent Third Party:Yes
Eveluation Reports
EL493 R12 AE EVAL 493,9.odF
Created by]ndependerrt Third Party:Yes
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Untler FlorWa 6w,anail addresss arr pubOc ramrds.If yau 0o ne!want your e-mall address reteased In mspense tr o publ'�c-recarda request,da imt scid
eledlonie rtWtl[o tl�ls entlry.InStEad,mMad thn�08 by DAone or Ey L3ditlorql R�aO.If frou hevfl ury que5lions,P�ease mritatt B50.487.1395.�PmSW�rtto
Sectlen 455.275(1),Fbr�a STatuOes,dieGNe OGober 1,2012,Ilcensees Flmns�und�Chapter 455,F.S.must provlde the Deparbnent wlth en emab e00ress M
tMry heva one.The ema�ls previded may De ua�ed/or W�Itlal communlrrrtlan wlth the Ilaensee.Hnvrever ema0 eddre�ses arID Dublic record.pyou do rot wish tn
wpply e persanal ad�4ass,please provlde the Departrnent wIC�an Qrmll address wttlrh an be rtwida avatlable m tlie puEGc.To d�ermUre Ii yeu�e e Ilcaisee under
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R161-R5
� Appltt�don Type Rev(Slpr1
Code Verslon 2014
Applicatlon Status Appt9ved
Comments
Arrh(ved
Product Manufadurer �vstom Window Systems Inc.
ACdress/Phone/Emall 1900 SW 44th Avenue
Ople.FL 34474
(352}368-6922 Ext 255
sbrooks@cws.cc
Authorized Slgnnture Stephen Brooks
sbrooks�cws.a
Technicel Representetive f7in Koss
Address/Phone/Emall 1900 SW 44th Ave.
Ocale,R 34474
(352)368-6922 Ext 291
ekoss(��s.tC
Quality Assurance Representative ]ay Lathrop
Address/Phone/Email 1900 SW 44th Ave.
Ocala,R 34474
. (352}368�g22 Ext Zgl
jlathropCicws.cc
(�tegory Extertor poors
Subcetegory Swinging Exterior Deor Assemblles
Compllance Method Evaluatlon Report from 8 Florida Reglstered Architect or a LicEnsed
Flo�lda Prof�onal Engineer
� Evafuation Report-Hardcopy Ftecelved
Florfda Englneer or Archihect Name who developed Lucas A.Tumer
the Evafuatlon Report
Florida ucense PE-58201
Quelfty AsSurance Entlty Keystnne Certifkatlons,Inc.
quality Assttrance�ntratt Expiration Date 07/21/2020
Valldabed By Steven M.Urich,PE
� ValidaHon Checkllst-Hardcapy Recelved
Cerdflcate of Independence FL161 R5 COI EvalReo CWS-176E lGuardlan Dopr).odP I
Referenced Stendard and Year(of Standard) Standard Year I�
AAMA/101/I.S.2-97 1997
ASTM E1300-04 2004
Equivalence of Product Standards
Certifled By
Sectlons from the Code
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� Florida Building Code Online Page 2 of 2 . �
Product Approval Method Method i Optlon D
Date Submltted 04/28/2035
Date Velldated 04/24/2015
Dabe Pendinq FeC Appraval OS/O6/2015
Dete Approved 06/22/2015
Summa oi Products
FL# F9odet,Number or Name Descrtption
161.1 Guardian Hinged Door Guardian lifnged Door w/Glazed Insert.
Limits of Use Insteilation Irbtruetione
Approved for use in HVHZ:No FL161 R5 II CWS-176E(Guardian Door],pdf
Approved for use outside HVHi:Yes Verifted By:Lucas A.Turner 58201
Impact Resistan�No Created by Indepettdent Third Party:Yes
Deslpn Prtssura+40/-40 Evaluallon Reports
Other:Not for use In HVHZ.Primarlly used with Screen F1.161 R5 AE EvalReo CWS-176E fGuardian Doorl.odf
Rooms, Created by Independent Third Partyr:Yes
_61.2 Guardlan Hinged DoOr Guardlan Hinged Door w/Solid Core.
Lamiffi of Use Instelle�on Inatrueticne
Approved tar use In HVHZi No 4161 R5 II CWS-ZR2D(Guardian Door-Sotfd�or@},,�q[
Approv�d tor use outside HVHZ:Yes Verlfied By:Lucas A Turner 58201
Impaet Reslsta�No Created by IndependentThird Party:Yes
Uesipn Pressur�+40/-40 Evaluation Reporta
pthera Not for use In HVHZ.Primarily used with 5�een FL161 RS AE EvalRen CWS-242D(Guardlan Door- o�lid,
Rooms, Core. dP
Created by Independent Thlyd Party:Yes
eack N�
Syptact Ug::1940 Nortfi Monrae Street.7b8ehassee FL 32399 Phone:850�87-182a
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Produd Approval Aocepta�
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I _
PRIME DOOR - NON-IMPACT DENERALfVOTE9: /j5j_�
(SHOWN w/ALUM.SINaLE HUNG) 1.THE PRODUCT SHOWN HEREIN IS DE310NED AND MANUFACTURED �NDOW S;/SPEMS
TO COMPLY WITH THE RORI6A BUILOINO CODE(FBC),CURRENT
EDf110N. 18U0 SW 447H AVE.
OCAN,RORIDA 34474
2.GtAZINO OPTIONS:(SEE SHEE7 2J W W W.CWS.CC �
�71/4• 3.CONFICiURAT10NS:OUTSWMG,LEFT OR RIGHT HINQED.
OVERALL WIDTH 4.dE810N PRESSURE RAT1N�: i��ALUM.
� �NC-0ATIVE DESION LOADS 6ASED ON,7ESTED PRESSURE AND GUARDIAN DOOR
UNIT W IDTH GLASS TABLES ASTM E-13QQ-04. (�ON'IMPACT
-P031TIVE DESION l.OAOS BASED ON,TESTED pRESSURE,WATER
� INFILTRATION TEST PRESSURE AND GLASS TABLES
DOOR CARE ASTM E•130o-D4. N � e,
� Q
A 5.ANCHORAGE:THE 33 1/3%S7RESS INCREASE HAS NOT BEEN USED � � Q
IN THE DESION Of THIS PRODUCT.SEE SHEET 8 FOR ANCHOR � � � p
OETAILS.WIN�OAD DURATION FACTOR Cd=1.E WAS USED FOR WOOD
ANCHOi�CALCULA710N3. Y
� w a Y
w r ¢ m
-_� Z6L@: &NOT APPROVED FOR IMPACT RESISTANCE IMPACT PROTECTIVE
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' LUCAS A,TURNER,P_E.
FL PE A 58201
1239 JABARA AVE.
NORTH POflT,FL 3428B
A � PH.941-380-1574
6 q s eEr oescair�r .
GENERAL NOTES AND
TABLE oF CONTENTS ELEVATIONS
0Y: TE
CiENERAL NOTES 6 0.EVAT10NS......_t ADE 09/98l08
SECT{ONVAEWS.S..._......._�....�_.._.,..,..3 MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING -
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CatASS DLC1 FL PE�9 5B2d1
1239 JABARA AVE.
SH•350D(3EE SEPARATE APPAOVqL) NORTH PORT,F�34289
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25 P�Fl328 M B .DOOR KNOB pE � CORNER KEY-S-1 UO2 ASSEMBL�E � � � �
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STANDARD 7'HRESHOL�S-11 B6 BUMPER THRESHOLD 5-1126 SADDLE THRESHOLD S-1 193 FL PE#58201
1239 JABAFA AVE.
NORTH PORT,FL9428B
PH.941-380-1574
sF ei oEscwPrt
BOM AND EXTRUSIONS
_ 7HRE.RHOLD D64CRIPTION W1X.Ppg,�
1128 BUMPER7}6�E8HOLD wN : .
118D ST D +40 ADE 09/06/08
1193 SAO REB ONE o a: ..
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NOTE:ALL ALUMINUM IXTRUSIONS AflE 6069-T8 UNLE35 OFHERWISE NOTED. NOTE:INSTALLATION w/1128 OR 1193 TNRESHOLDS ONLY ALLOWED SHEET �
W HERE NO WATER 1NFlLTflATtON RESiSTANCE IS NEEDED. �:p 4 OF 6
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5•MAX RYP� 19D0 SW 44TH AVE
OCALA,FlARIDA 84474
www.cws.cc �
INSTALLATION
ANCHOR(1YP.)
1000 IlLUM.
Gi1ARD1AN DOOR
NON-IMPACT
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fn'P'1 � ^ " �
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STFIIKE PLATE AND DEADBOLT STAIKE �
PLATE INTO SUB3TRA7E(TYP.)
w
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NOTES: �9�� BTATE OR ���
1.INSTALL pNE ANCHOA AT EACN INSTALLATION LOCATION.SILL ANCHOR SPACMO SAME AS HEAD. ,��+iFS�~�R;•a*O��'�,
2 SH1M AS REQ AT EACH INSTALLA710N ANCHOR USIN�LOAD 6EARINC3 SHIMS. MAX.ALLOWABLE&HIM 3TACK TO BE 1/4°. USE&HIMS WHERE SPACE GREATER THAN 1/16'IS PRESENT, LOAD BEARING ,,,�s'o""��,,,,
SHIMS SHALL BECONSTRUCTED OF HIGH DENSfTY PLASTIC OR BETTER.WOOD SHIMS AAE NOT ALLOWED. Z�.
3.ANCHOR TYPE,SIZE,SPACINC3 AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAW INGS,SEE TABLE 1,SHEET 6. MZ�/20�5
LUCAS A.TURNER,P.E.
4.ALL INSTALLATION ANCHORS MUST BE MADE aF QR PROTECTED W ITH A CORROSION RESISTANT MATERIAL OR COATMIG. DI5SIMILAR METALS OR MATERIAL3 IN CONTACT WITH PRESSURE TREATED FL PE�582�1
WOOD MU3T BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE.
NORTH PORT,FL 34288 -
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WfTH ANGHOR MAPfUFACTURER'S INSTA�LATION INSTRUGTIONS,AND ANCHQRS SHALL NOT BE U3E�IN SUB3TRATES WITH STRENGTHS LESS THAN PH.941.980-1674
THE MINIMUM SPECIFIED IN TABLE 1,SHEET 8. E �
6.ANCHOR EMBEDMENT TO SUBSTAATE SHALL 8E BEYOfVD WALL DRESSINO OH STUCCO. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM CENTEfl-TO-CENTER BPACING SHALL BE MAINTAINE�BE?WEEN ALL FASTENERS:3"FOP MASOIYTRY,7"FOR WOOD AND METAL � ;
8.WDOD OA MASONRY OPENINGS,BUCKS ANO BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT Ofl ENC3INEER QF RECOAD AND INSTALLED TO TRANSFER WNVD LQAD3 TO THE ADE 09/08/08
STRUGTURE.SUBSTRATES SHALL MEET THE MINIMUM STFiENGTH REOUIREMEfVTS AS SHOWN IN TABLEI,SHEET B. CONCRETB AND MASONRY SUBSTRATES MAY NOT 8E CRACKED. . ..
CWS-176 E
9.3EALINO AND FLASHINti STRATEOIES FOR OVERALL WATER RESISTANCE OF 9VSTALLA710N SHALL BE DONE BV OTH8R5 FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: ,
FMA/AAMAIDO(FINWINDOWS),FMNAAMA200(FIANGEWWDOWS�, FMNWDMA250(BOXWINDOWS).FMAIAAMAAM1fDMA304(EXTFAIORDOORS7 g ' SHEET �
1:20 SOFS
TVPICAL HEAb ANCHOM6E
MIN.EMBEDMENT �S
SEE TABLE 1 MIN.EDGE DIST. 180o SW 44TH AVE
SEETABLE 1 OOALA,FLORI�A34474
W W W.CWS.CC
SUBSTRATE BY OTHERS INTERIOR 1/4'MAX.SHIM
SEE TABLE 1
PERIMETER SEAIANT HMGE/STRIKEPLATE HWRE/STRIKEPLATE 1000�1LUM.
BY 1MSTALLER -� 5EE TABLEDIST. MIN.EMBEDMENT MqV.EDGE DISTANGE GU�►RDIAN DOOFd
WSTALLATION ANCHOR SEE TA9LE 1 SEE TABLE 1
SEE TABLE 1 ������PA�
F.EAANO BY IN TALLER �114"MAX.SHIM MIN,Etu�EDMENT a ^ m
HINGE/STRIKE PLATE SCREW SEE TABLE 1
SEETABLE 1 � 3 � o
Y
6Y3TALlATEDN ANCHOR SUBSTRATE BY OTHERS � � ¢ °}°
iNTER10R SEE TABLE 1 SEE TABLE 1 � Z
SEALANT BEHIND PERIMETER SEALANT � � � �
FLANQE BY 1NSTALLER BY INSTALLER � � � N
A R� ¢ z>
M3TALLATION ANCHOR �HORRONiAL SEC710N a � �j a�
�J 7YPICAI.JAMB ANCHORAGE o
SEE TABLE 1 SEAL OR SET IN �„ � > �
Q CONCiiETE aR MASONRY ao au B W
PERIME7'Efl SEAUNT � � � S o
BYINSTALLER •
q 4 o MRJ.EMBEDMENT w o U m ¢ z
SUBSTRATE BY OTHERS a a SEE TABLE 1
SEE TABLE 1 + ,�������O�W���i�
a � P�.... T �G
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MIN.EDGE D13T. ��jp
gv i No $ '@�qT :
SEETABlE1 +*: '#,�
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�iYPICAL SILLANCHORAGE �9 9TATf OF ,ZV 3
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4/27/2015
� LUCAS A TURNER,P.E.
F!PE A 5B201
1299 JABARA AVE.
NORTH PORT,FL 8428B
PH.941-360-1574
TA9LE 1:APppOVm�ptSTAI.LATION F/LSTENEAS s eEr oescrurn :
SUBSTRAi'H TYPE ANCHOp TYPL 611N.F]HBEDaAENT Mll1 EBGB DIST.
C6NCRETE{2.o KSI MIN, 3It6•I1W TAPCON 1' t-t/a• INSTALLATION DETAILS
CONCRE7E�2.85 K61 MW.) 3N6'ELCO UL7AACAN t" 1^
BY: E:
2XMM.SOUiHERN PP1E(f�0.5� fFto WOOD SCREw ��le° �/2° ADE 08/08/OS '
0.045 ALt1M.(8083-T5 MNL)OR X10 dflADE 5 SEIFTAPPWO/ FULL'fHREAO ��„ o �:
0.04b'STEEL(83 K31 MIN.) DRIWNG SCREW iHAU D.04S NOTE:GLAZED WINDOW FRAME A'fTACNMENT SHALL FOLLOW ALUMINUM
H NGE AND STR E PIAiE ANCHOR 6g WOOD SCREW 1-318' 7!8" ANCHORAOE AS SHOWN IN TABLE 1. CWS-178 E
2XMW.30UhfERN PPJE C�.O. ' SHEET "
12 BOF6
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