HomeMy WebLinkAbout17-18219, CITY OF ZEPHYRF�ILLS
� 5335-8TH STREET
' � __. (8is��so-oo20 1821
BUILDING PERMIt
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 18219 Address: 37425 TEABERRY LP
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: WEDGEWOOD MANOR
Est. Value: Parcel Number: 10-26-21-0120-00000-0220
Improv. Cost: 8,400.00 OWNER INFORMATION
Date Issued: 3/07/2017 Name: SWEENEY EMILY I �
Total Fees: 120.00 Address: 37425 TEABERRY LP
Amount Paid: 120.00 ZEPHYRHILLS, FL. 33542
Date Paid: 3/07/2017 Phone: (813)355-3993
Work Desc: CONSTRUCT SUNROOM 10 X 16
CONTRACTOR .S APPLICATION FEES �
SUN STATE ALUMINUM INC BUILDING FEE 120.00
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Ins ections Re uired
FOOTER 2ND R UGH PLUMB MISC INSULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: (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 �
ma be found in the ublic records of this coun and there ma be addition
y p ty, y al permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing, consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application.All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
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CONT T R SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDTNG PLAN REVIEW C()IVIMENTS
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ContractorlHomeowner: ti.,�(s;,v+. �
Date Received: �' 2'�`��
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Site: 2....'a f�G� �t'�`
Permit Type: tS�.h. ��'� � �t�f i�'
Approved wlno comments:❑ Approved wlthe below comments: � Denied wlthe below comments: ❑
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This camment sheet shall be kept with the permit andlor plans.
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Kalvi i —Plans Examiner Date C ntractar and/or Homeowner
(Required when comments are present) �
, 813-78��'J020 City af Zephyrhills Permit Application Fax-813-780-0021
, Bullding Department
Date Received �J.�` � '"f phone Contact for Pormitfing �(; �/ ..�3<<
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Owner's Name � ��,�j C'_C��'l 4�'-�-/ Owner Phone Number �3�3�,� J�' 3
Owner's Address �_f��2 l'ri�` �C1�k t wner Phone Number
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Fee Simpie TiUehotder Name � � 4wner Phone Number
Fee Simple Tideholder Address
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JOB ADDItESS �yd a 'y��L t�r' • �� `j3 /"t �3-��I+�. LOT#
SUBDIVISS4N ��iP�t/!7 �1.�1tLi' PAE2CEL ID# �e�lo� �Qfo.1�1""'�C.�-i.+�'� ����
(OBTAINED FROM PROPERN TAX NOT10Ej
WORK PROPOSED e NEW CONSTR� ADDlALT � SIGN Q Q DEMOLISH
it3STAL� REpA1R
PROP05ED USE Q SFR Q COMM � OTHER '
TYPE OF CONSTRUCTlON Q BLOCK Q FRAME � STEEL. Q
�� DESCRIPTION OF WORK
B[![LDiNG StZE � �� SQ FOpTAGE� HEEGNT C__�
TrY"7�T1"ITTI�TTTI^TTTIT{�T(TrP'{TTIT'TTI�'ITIT'1`T�rf MTrrTPlT1'T9Tr'PPrP'1"
I� �BUILDING �;p1f�� �A yqLUATIONOFTOTALCONSTRUCTION
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DELECTRICAL �� AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C,
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QPLUMBiNG a �
QMEGHAN(CAL $ VALUATIOPS 4F MEGHANtCAL]NSTALtATI0t3 ��� �
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QGAS Q ROOFING Q SPECIALTV Q OTHEF2
FINISHED FLOOR ELEVAI'tONS ��( FLdOD 2QNE ARER QYES NO
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BUILDEft •l� I � COMPANY . CL�{'---�I lIL L.�L�/�-.-,�
SIGNATURE � REGISTERED Y/ N FEHCURREA Y/N
Address rs- r����h � �z�r°133,-�,�, � �� �.-� . ��ov��e7{
License#
EIEGTRIGtAN GOMPAMY �
S(CiNATURE �-_ � REGIS7ERED YI N FEECURREA YIN
Address License# � +-�
PLUMB�R � � COMPANY �
SIGNATURE REGIS7EftED Y/ N FEECURRE� Y/N
Address License# � �
MECHANICAL GdMPAHY ��-.0 �
SIGNATURE � � REGIS7ERED Y 1 N FEE CURa�n Y/N ,
Address License# � �
OTHER � � COMPANY �
SIGNATURE REGIS7ERED Y/ N FEE CURREA Y/N
Address Llcense# � I
IIIIIIIIIIIII.IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII111
RE9IDENTIAL Attach(2}Plot Platts;{2}sefs ot Build'sng Plans;(1}set of Energy Forms;R-O-W Permit for new coostruckion,
Minlmum ten(t0)working days afler sabmittal date. Required oosite,Construetion Pians,Stormwaier Plans w/Silt Fence instaiied,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisions4arge proJects
COMMERCIAL Attach(2)complete sets of Bufiding Plans plus a LIfe Safety Page;(�)sei of Energy Forms.R-O-W Pertnit for new construction.
Minimum ten(10}working days after submittal date. Requlred onsite,ConsWctiort Plans,3tormwater PIans w!Silf Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for aIt new projects.AII commercial requiremenls must meet compliance
SIGN pERMIT Attach(2)sets of Engineered Plans.
""PROPER7Y BURVEY required for ali NEW construction.
.��..��F.i-�1-.i-i-t-F1--f-'.-'+•�'-'r:-i-i.-I-l�-T-{•.i-i-R.i-F-S-t-I-x.i-t�-4.I-t-i-I-i-S.a-i-I-i-S.�-�t-t..i�-Fi.I-i-t-.i-�-S-i-i-i�-i..
Directions:
FlII out applicatlon complelely.
Owner S Contractor sign back of applica6on,notarized
tf over 52508,a Notioe of Commencement is required. (AtC upgrades over$7544}
" Agent(for the conVactor)or Power of Attomey(for tha owner)would be someone with notarized letter from owner authorizing same
OVER TNE COUNTER PERMiT'ftNG (copy of cantraot required) .
Reroofs if sfiingtes Sewers Service Upgrades A/C Fences(PIoUSurveylFootage)�
Driveways-Not over Counter if on public roadways..needs'ROW �
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" ,
which may be more restrictive than County regulations. The undersigned assumes resporisibility for compliar�:e with aqy j
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 regulafions. 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
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
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 Deparfinent 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'SIOWNER'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 fhe regulations of other government agencies may apply to the intended work,and that it is
my responsibiliry 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 Sensifive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Wafercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
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) 'I
acre which are elevated by fill,an engineered drainage plan is required.
If I am the AGENT FOR THE OWNER,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,aiter,or
set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter
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
the 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 ninety(90)days and will demonstrate
justifiable cause for the exfension. 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 YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117. 3) � ���� ����
OWNER OR AGENT CONTRACTOR
�bscribed and sworn t o a irmed)bej re me this S`{�scribed and sworn to(o ir ed e ore me this
�by �'Vl i YN.S ,��i��by �� Wl�m S
Who is/are personallv kno to me r has/have produced W o fs/are personalry kn�ar�to me or h s/have produced
as identification. as identification.
��Q.�.C�t�� ��'iCSJ""lf7 NotaryPublic "' Y Ll1�i�.� � NotaryPublic
Commisslon No. ��� f J�� / Commissfon No. �� 3�o� �
N me.o{��tC,far�l��typed,�r'r���np,dBROOd'CS Name o,�r�•�p� ,prin e or s ampe
°_ �°`- ==a�'Y °°4�; NANCY.! BROOKS
MY COMMiSS�ON#FF093699
ENj',' ,`pQj -� MY COMMISSION#FF093699 I
�9��Fpp'FyO�; EXPIRES February 18 2018 =:r �aQ` I
(407)398-D153 FloridallotaryService.com �'••".'FOF,�;oQ EXPIRES February 18.2018 �I
�ao�)3ss•o15s FloridallotaryService.com
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SUN STATE ALllMINUM, INC.
6154 Fort King Rd.
ZEPHYRHILLS, FL 33542
(813) 788-7308
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SUBMIlTED TO PHONE DAT�� ` � �� �
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STHEET �� �,,.o -1 JOB NAP.tE � \ Y \ J �i
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, CITY,STATE andZlP CODE {� _� JOB LOCATION
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ARCHITECT �� � DATE OF PLANS v _.-----^—^-^-�--•---_.J_O_B PHONE i
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, We hereby submit specifications and estimates for 1, � ' � �'"��+
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,,�E•,�DTC�r�Ct,her�by`to fu� ish m�aterial and labor—complete in accordance with above specifications, for tj��um of: '
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_�-----�`�.. � / \� �� � — - "_"'----= ._ dollars($ (�`1 -1 C� ).
Payment to be made as followss. ' �
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' All unpaid balances subject to 1.5%monthly interest fee. ,.�..--�-=-�;,;:.�--_-°""",,,�--�- �"-'-
� All material is guaranteed to be as,specitied.All work to be com(�leted in a workmanlike`'� I''�r ►>�'""�����"'"`����~r �---�""°`�'`�J�^
�uthorized ,..,.�""�---------
' manner according to standard practices.Any afteration or deviation from above specifications',� ..� ��� '
' involving extra costs will be executed only upon written orders,and will become�ceZct�����u�e�"'�" Y�_ ��"'
icharge over and above the estimate. All agreements contingent upon strikes, accidents
'I or delays beyond our control.Owner to carry fire,tomado and other necessary insurance. Note:ThiS propos8l may be �
Our workers are fully covered by Workman's Compensation Insurance. withdrawn by us if not accepted within days.
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�CCC�1t�TIYCE O� CCDT�trtlCt—The above prices,specifications t�� ���;��/'� ) L���� � �
and conditions are satisfactory and are hereby accepted. You are authorized Signat�re -�! ' � �
to do the work as specified. Payment will be made as outlined above. � � - V /
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IFL153-RS Revision Custom Window Systems Inc. Steven M.Urich,PE Approved
Historv Category:Windows (717)932-8500
Subcategory: Horizontal Slider
'Appmved by DBPR.Approvals by DBPR shall be revfewed and 2[ified by the POC and/or Fhe Commission if necessary.
Contad Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824
The State of Fiorida is an AA/EEO employer.Coovrfaht 2007-2013 State of Florida.::Prtvacv Statement::Accessibilitv Statement::Refund S[atement
Under Fiorida Iaw,email addresses are pu6lic records.If you do not want your rmail address released in response to a pubiic-records request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditfonal mail.If you have any questions,please mntact 850.487.1395.'Pursuant to
Section 455.275(1),Florida Sfatutes,effedive Octo6er 1,2012,licensees Ifcensed under Chapter 455,F.S,must provide the Departmen[with an email addrnss if
they have one.The emails provided may be used far official communication with the Ilcensee.However email addrnsses are public record.If you do not wfsh to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a Iicensee under
Chap[er 455,F.S.,please dick here.
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StC11TlL��dia'CRtCS
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GENERAL NOTES: �q������
HORIZONTAL SLIDER - NON-IMPACT 1.THEPRODUCTSHOWNHEREINISDESIGNEDANDMANUFACTUREDTO rv
COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION. W���OW SYSTEMS
1900 SW 44TH AVE.
2.GLAZING OPTIONS:(SEE SHEET 2) � OCALA,FLORIDA 34474
www.cws.cc
3.CONFIGURATIONS:"XX".
72" MAX UNIT WIDTH 4.DESIGN PRESSURE RATING: �600 ALUM.
32" 35 3/4" MAX. TAB ES AS�TM EG 300�04.S BASED ON TESTED PRESSURE AND GLASS HORZ.SLIDER XX
GLASS DLO PANEL WIDTH -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER NON-IMPACT
�{ INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-7300-04.
5.ANCHORAGE.THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN �n v c� .- ao
THE DESIGN OF THIS PRODUCT.SEE SHEET 6 FOR INSTALLATION o o a � o H
i DETAILS. r
� o 0 0 � o 0
72 -- -- - -- 6.NOT APPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE
MAX SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. � o w w o �
UNIT w ¢ i-. F ¢ m
HEIGHT 7.ALL FRAMES AN�VENTS SCREWED TOGETHER.SMALL JOINT SEAM �
B � SEALANT USE AT ALL FRAME JOINTS AND JAMBS. c> �n w ,li � Z
� B LL "' o O m� O
8.SERIES/MODEL DESIGNATION HS-5600. � N � � � �
69 5/8" >
MAX. 9.THE DESIGNATION X AND O STAND FOR THE FOLLOWING: � w Z Z a� O w
PANEL X=OPERABLE SASH. a Z O O a �-- �
o d � F- o a
HEIGHT w w w w w ¢
10.SECTION CALLOUTS FROM ELEVATIONS APPLY TO ALL ELEVATIONS IN Q � Q a a c�
X X � A SIMILAR LOCATION. a w a a a W
� rc > > > o
11 WEEP SLOTS=1/4"X 1"LOCATED 3"FROM BOTH ENDS AND ONE IN w o U m ¢ O
G5 3/16" THE CENTER.
GLASS
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LUCAS A.TURNER,P.E.
FL PE#58201
1239 JABARA AVE.
NORTH.PORT,FL 34288
PH.941-380-1574
� SHEET DESCRIPTION: F
GENERAL NOTES AND
ELEVATIONS
TABLE OF CONTENTS DRAWN BY• DATE: '
GENERALNOTES&ELEVATIONS.....1 MAX. UNIT DESIGN PRESSURE �MPACT RATING ADE o5io�ioa
GLAZING DETAILS...................
SECTIONVIEW.S...............................3 NFIG. SIZE RATING DWGq: REV,.
A CHOFISCHEDUL&NOTES.........5 XX 72"x 72" +/-35 PSF NONE cws-i�i � .
sca�e: SHEET
ALLATION DETAILS....................6 1.�5
1 OF 6
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WIMDOW SYSTEMS Il��l
1900 SW 44TH AVE. �
OCALA,FLORIDA 34474
www.cws.cc •
5/8" OVERALL 5/8" OVERALL �
5600 ALUM.
1/8"ANNEALED 1/8"TEMPERED HORZ:SLID�R XX
-^� �3/16"ANNEALED -� �3/16" TEMPERED 3/8"AIRSPACE 3/8"AIRSPACE NON-IMPACT
I
1/8"ANNEALED 1/8"TEMPERED
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LUCAS A.TURNER,P.E.
FL PE#582Q1
1239 JABARA AVE.
NORTH PORT,FL 34288
PH.941-380-1574
SHEET DESCRIPTION:
GLAZING DETAILS
�RAWN BY• DATE:
ADE 05/07/08
DWGM: REV:
• CWS-171 E
scn�e: SHEET
I ��� 20F6
/
10 1/2" MAX.O.C.(TYP.) � 2,��,P. 15" MAX O.C.(TYP) ������•�
`�" N1AX 1900 SW 44TH AVE.
5" MAX. 4"TYP. OCALA,FLORIDA 34474
5" MAX. �� 6,��,P SEE NOTE 2 �� --i �2" (TYP.) SEE NOTE 2 WWWCWS.CC
� � � 5600 ALUM.
i HORZ.SLIDER XX
�o�iz" MAX.O.C.(YYP.) 1�" MAX.O.C.(TYP.) NON-IMPACT
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� INSTALLATION I INSTALLATION �
� ANCHORS(fYP) ANCHORS(fYP) LL W o o m �
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Q W � 0 � �
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NOTES: �90: STAT£ OF ;��ti
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1.INSTALL ONE ANCHOR AT EACH LOCATION THRU WINDOW FRAME FIN.SILI.ANCHOR SPACING SAME AS HEAD. ',+��SS�ONA4Eas���`
�lj/llI1�111*�,
2.SHIM AS REQ qT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4" USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING
SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. z�
3.ANCHOR IYPE,SIZE,SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS,SEE TABLE 1,SHEET 6.
4 2 1
LUCAS A.TURNER,P.E.
4.ALL INSTALLATION ANCHORS MUST BE MADE OF Ofl PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED FL PE N 58201
WOOD MUST BE PROTECTED TO PREVENT REACTION. ' 1239 JABARA AVE.
NORTH PORT,FL 34288
5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN PH.941-380-1574
THE MINIMUM SPECIFIED IN TABLE 1,SHEET 6. SHEETDESCRIPTION: .
6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHOR SCHEDULE AND
NOTES
7.A MINIMUM 1"CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL WOOD ANO METAL FASTENERS. oRawN eY• oa7E:
8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE ADE U5/07/08
STRUCTURE. SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLE 1,SHEET 6. CONCRETE AND MASONRY SUBSTRATES SHALL NOT BE CRACKED. �wc x: aev
CWS-171 'E ,
9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: scA�E: SHEET
FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMAIWDMA 250(BOX WINDOWS),FMA/AAMAlWDMA 300(EXiERIOR DOORS) ��20 5 OF 6
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TYPICAL HEAD ANCHORAGE ��������
MIN.EMBEDMENT
SEE TABLE 1 WINDOW SYSTEPiS
MIN.EDGE DIST. ' isao Sw a4TH AVE. '
SUBSTRATE BY OTHERS SEE TABLE 1 OCALn,FLORIDA 34474
SEE TABLE 1
MIN.EDGE DIST. WWW.CWS.CC
PERIMETER SEALANT SEE TABLE 1 1/4" MAX.SHIM `
BYINSTALLER '
INSIDE AND OUT � INTERIOR 5600 ALUM.
INSTALLATION ANCHOR HORZ.SLIpER XX
SEE TABLE 1 NON-IMP�4CT
SEALANT BETWEEN ���4" MAX.SHIM . MIN.EMBEDMENT
SUBSTRATE AND
FIN BY INSTALLER SEE TABLE 1 "' � N r o
a `m c1T. a m w
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SEETABLE 1 Y w � � w
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PERIMETER SEALANT BY INSTALLER �
INSIDE AND OUT v y w w p Z
m w o o m p
SEALANT BETWEEN SUBSTRATE INSTALLATION ANCHOR Q W o 0 0 �
AND FIN BY INSTALLER SEE TABLE 1 ¢ W w w � 0 W
HORIZONTAL SECTION a Z O O a f" �
SEALANTBETWEEN TYPICALJAMBANCHORAGE o W � � o a
SUBSTRATE AND 1�4" MAX.SHIM w � w w w v
FIN BY INSTALLER �MIN.EDGE DIST. a w a a a W
o z o a o �
INSTALLATION ANCHOR �SEE TABLE 1 � � � � � �
SEE TABLE 1 w o U m a z0
BY INSTALLER �� P�"i„'lt+fTG�.�
PERIMETER SEALANT `����� pR��v 4��f
INSIDE AND OUT „�VPG,�.•����ry SF•;'p,y�i�
SUBSTRATE BY OTHERS v:� No 58201 •:�'P
SEE TABLE 1 '
MIN.EMBEDMENT �-o•. * 'a�
SEE TABLE 1 �9 t STATE OF .�+
�VERTICAL SECTION r�•�O�tcS�l 0 R��P(+y����
TYPICAL SILL ANCHORAGE ���i�s�O�j f�4�?���
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4 2 15
I�UCAS A.TURNER,P.E.
FL PE�t 58201
1239 JABARA AVE.
NORTH PORT,FL34268
PH.941-380-1574
SHEET DESCRIPTION:
INSTALLATION DETAILS
TABLE 1:APPROVED INSTALLATION FASTENERS
DRAWN BY: DATE:
SUBSTRATETYPE ANCHOR7WE MIN.EMBEDMENT MIN.EOGEDIST. ADE 05/07l08
2x MIN.SPRUCE-PINE-FIR WOOD(G=0.42 MIN.) #8 WOOD SCREW 1-1/2° 7/76" DWG 0: REV•
16 GAUGE(0.060")MIN.STEEL #10 GRADE 5 SELF-TAPPING/ FULLTHREAD CWS-171 E
(33 KSI YIELD MIN.)OR ALUMINUM(6D63-T5 MIN.) DRILLING SCREW THRU 0.060" ��2�
sca�e: SHEET
' 1.2 60F6
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3 INTERIOR 3 �(5(S�tay(yl(!/UU(y�
6 21 6 1 WIMDOW SYSTEMS���Q
1 6 6 1900 SW 44TH AVE.
OCALA,FLORIDA 34474
❑ ' ' WWW.CWS.CC ,
1 '
' � i 5600 ALUM.
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LUCAS A.TURNER,P.E.
44 4 FL PE{i 58201
1239 JABARA AVE.
� SECTION C-C N�PHH 4�1 380 1574288
p 5 ALTERNATEVIEW WITH SHEETDESCRIPTION: •
I!G SASH
NOTE:
SECTION VIEWS
MAIN FRAME IS SAME FOR BOTH S/G AND I/G UNITS DRAWN 9Y• DA E; •
ADE 05/07/08
SECTIONA-A OWGq: REV.
ITEMS USED BUT NOT SHOWN FOR CLARITY; CWS-171 E -
�s,zs,32-35,3s,a3,45 � sc"�E: SHEET
� ��Z 30F6
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PARTS CtST FRAME CORNER
ITEM PART# DESCR(PTSON Vendor Mater[ai 3 1!4" 3 318" CONSTftUGTiON �����'�
1 5-1362 Fr.,H5,OSM,Head Keymark Alum � �INDdW SYST�MS
2 H-t495 Fr.,HS,OSM,Sflt Keymarfc A�um 7900 SW 44TH AVE. �
OCALA,FLOR{DA 34474
3 5-1466 Fc,NS,45&t wt Spiine Groo.e,Jamb Keymark Alum ¢ 1 WWW.CWS.CC ,
4 S-1384 Fr.,H5,OSM w!Spline Grootie,Head Kaymark Alum Z 518� 2 5�8 ,
5 H-1496 Fr.,HS,05M w/Spline Groo�.e,Sill Keymark Alum � �f�s� � 1/76" j
8 S-tA67 Fr.,HS,OSM,Jamb Keymark A(um ��4�A�uM•
a s-1so7 Panek,Top Raii,t�s,(I.G.} Keymark A�u�, HORZ.SLIDER XX
9 5-1027 Panel,Bottam Rail,HS, I.G.) Keymark Alum OSM SPLINE GROOVE HEAp-1384 OSM HEAD-1362 SCREWED T4 HEAD�D SILL NON-IMPACT
10 H-1017 Panel,Locksti(e,HS,(I.G.) Keymark Aium � 33l8"--�
i1 N-i317 Panei,(ntedack,HS, 2.�.) Keymacic AI�m 3�/4n PANELGORNER "' :°. `" ; a
{ CONSTRUCTION o 4 a � a �
12 S-734D Panel,Top Rail,HS,{S.G.) Kaymark Alum �_ i� 2 o Q o o � o
13 5-1345 Panel,Bottom Fiail,HS,(S.G,) Keymark Alum 5 Y cu � �. w
14 H-1365 Panel,Lockstile,HS,(S.G.} Keymark Alum � o W w r� �"
15 H-5368 Par�ei.Entedack,kS,(S.G.j Keymark Atum 2�5��fi'� 1l16" 215t16" 1�16� w .� f- E- ¢ m
�
U va W W U Z
76 5-1359 Screen Fletainer Keymark Alum � m � o o m O
17 P-3394 Glz.Bd.,"Marine Giazing",3/16"Glass N � 3 � N Z �
S 8 P-3 2 0 6 G t z.B d,"M a r i n e G t az i n g",5/8"G l a ss '�" w w u1
OSM SPUNE GRO�VE SlLL-1496 OSM SILL-7495 w z Z Z w � �•
1 9 P-3 2 5 6 6 2 0 0 J a m b l Si l l Gas k et HOP PANE�SIDE RAI�S aROGESSEo a o a a a
20 P-3398 O en Cell Pad HOP AND SCREWED 70 TOP AND � � ~ ~ � �
w w w w w a
p 80TTOM iiAl�S. t- � E- �- �" U
21 P3308 Wst .,.3t0 x.270 Back,Fin,Btack Soft Touch Center Fin Ultrafab �"-�l5118" F�-'t 15/16" ¢ ¢ '¢ "x � �
� 7/8° 7/8"—�-�-� a w a a a W
22 P-3308 Wstp.,.314 x.187 Back,Fin,81ack SoB To�ah Cenfer Fin Uftrafab � a � � � n
23 P-3311-R Wstp.,.32Q x 1.25"Back,No Fin,Grey(Dust Plug,2"Strips Ultrafab s w o c� m 4 O
24 P�3402 Wsf � i3 � 9 �
p.,.530 x.115 6ack,Fin,Black Soft Touch Center Fin,( Ulhafab �,��U�►t"��+4
25 P-3215 45 Degres Weep Go�r t�i&tvi Nylon 3 7/16" 3 1/4" 2 5/8" 2 1/2" ��' P� T�j��i, i
� OREW �f�r
26 P�265 Handle,Lock{5200/6200} Su!livan Ti�c � y�.•,+••••
1/16" � P tG@N�'• �P �i
i118" � y:�ts��'�, Lr`•.,.G�`rG
27 P-3270 Keeper,(5200/6200) ini Dfa Ca uTnc j��g�� 1�16„ �-�; No 58201 :75^
28 p-3602 Window Roiler(5200l6200} A1 Gomp. Nylon '*� ,t '*�
28 P-3668 W indow Bumper SCST RAIL-1345 BOT RAtL-1021 "T}' :�,: �
�9�. STATE OF .�uy
30 R-3504 1/4-20 x 1/2'Phillips Truss MS SS,Screw Fastenat Steel OSM JAMB-1467 QSM SPLINE GROOVE JAMB-1466 ��n„��.,r '�:
`�i N`••t p R 1;�4'(�`�..
31 P-3505 #10 x 1'Philiips Truss Tapping Type A,i9-8 SS,Screw Fastenal Steel �i�fS',S fa�A,r������
32 P3612 #8 x 1"wt itd"l.ead Pa�Head Quadrex Self-Ta ing Ty e A Fastenal Steel 7/g" ��8�,.�,.�,,I � ��2,—I ��g�g���
33 P-3537 #B x 1 i!2"Panhead,SS Fastena! Steel � Z�
3A P-3801 Temporary Lbl. NFFiC/DPj 12 � $ 75 � 11
4 2
35 p-3613 CWS LbI(iogo) i 13/16" 1 11/16" 1 3I8" � �/1 g�� 1 3J8" 1/16" LUCAS A,TURNER,P.E.
11i&" 1/'I 6"
36 Glass,See Sheet 3 � I _�__^ ..�_, FL PE#58201
39 P-3226 Flat Spline(lor Frame w/Spline Groo�.e) eamPlasti Rubber -1— 1239 JABARA AVE.
TOP RAIL-1309 PANEL INTERLOCK-1366 INTEflLOCK-13�7 NdR7H PORT,FL 34258
40 P-3228 .155 Round Screen 5 Ilne(lor rolled screen) Dapa Foam TOP RAIL-1340 PH.@41-384-1574
47 P��29 Screen Lift{Retractabta Uft Tab} Summit �2��� 1 1/2" SHEET DESCRIPTION:
a2 p�039 Screan Spring(Flat 7Qnsion) �IaSpring 2 1/8"—^�
43 P-3321 Screen corner Kpy Allmetal ��._ 14 � 10 9l1�„ 16 BOM AND EXTFtUSIONS
. 44 P-3333 ScreenFrame Alimetai � � 1/i6" � � 1/16" � DRA NBY: DATE:
�1�6 ADE 05I0�/08
LOCKSTILE-7365 LOCKSTILE-1017 $CREEN RETAINER-1359
FWG p: AEY
CWS-171 E
LINE lTEMS N4T USED• NdTE:ALL ALUMWUM EXiRUStONS ARE 6063-T6 UNLESS qTHERWISE NOTED. sca��: SHEET
7,37-38 12 4 dF 6
Flcarida Building Code Online Page 1 of 2
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fiCililC��ft�;12(lt:� �IS Home ; Log In ��User Regfstratlon ; Ho[Topia : Submit Surcharge ; Statr&Facts � Publications ; FBC S[aff,: BCIS Site Map ; LJnks ; Search ;
Busines (�� --
Professi�i I�I '�+��Product Approval
�USER:PublicUser
Regulatian
ProGuct Aooroval Menu>Product or Aoolication Search>Aoolicatton List>Applicatlon Detail
��-vr
_ �-^ •'�`•' '-`�� FL# , FL331-R11 •
.aar:: -2t'"a:.'a"'o-:.
Application Type Revision
Code Version 2014
Application Status • Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer PGT Industries
Address/Phone/Email 1070 Technology Drive
Nakomis, FL 34275
(941)486-D100 Ext22318
druark@ pgtindustries.com
Authorized Signature Jens Rosowskf
j rosowski @ pgti nd ustri es.com
Technical Representative ]ens Rosowski
Address/Phone/Email 1070 Technology Drive
Nokomis,FL 34275
(941)486-0100 Ext21140
j ros owski @ p g t i n d ustri es.co m
Quality Assurance Representative
• Address/Phone/Email
Category Exterior poors
Subcategory Swinging Exterior poor Assemblies
Compliance Method CertiFcatlon Mark or Listing
Certification Agency Keystone Certifications,Inc.
Validated By Steven M. Urfch,PE
� Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 450 2010
AAMA/WDMA/CSA 101/I.S.2/A440 2008
ASTM E-1886 2005
� ASTM E-1996 2009
ASTM E-1996 2012
Equivalence of Product Standards �
Certified By
Product Approval Method Method 1 Option A
https://www.flaridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqtsZzB6Yv%2bq... 7/3/2015
Florida Building Code Online Page 2 a=2
.0
Date Submitted 06/11/2015
Date Validated 06/16/2015
Date Pending FBC Approval
Date Approved 06/27/2015
Summa of Produc
FL# Model,Number or Nam Description
1.1 CD-290 Aluminum Hinged Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL331 Ril C CAC FD-290 Certification odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 09/21/2018
Design Pressure: N/A Installation Instructions
Other:Please see the Installation Instructions f design FL331 Ril II FD-290.odf
pressure,size and anchorage fnformation. Verified By: A.Lynn Miiler, P.E.58705
Created by IndependentThird Party: No
Evaluation Reports
FL331 Rll AE FD-290 Evaluation.odF
Created by IndependentThird Party; No
, 331.2 FD-455 Vinyl French Door&Sidelite/Trensom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL331 R11 C CAC Certification FD-455.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No OS/21/2017
Design Pressure:N/A Installation Instructions
Other:Please see the Installation Instructions for design FL331 R11 II FD-455.odf
pressure,size and anchorage information. Verified By: A. Lynn Miller, P.E.58705
Created by Independent Third Party: No
Evaluation Reports
FL331 R11 AE FD-455 Evaluation.odf
Created by IndependentThird Party: No
331.3 FD-S55 Vinyl French Door&Sidelite/Transom
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL331 Ril C CAC Certification FD-555 II.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes OS/21/2017
Design Pressure: N/A Installation Instructions
Other:Please see the Installation Instructions for design FL331 Rli II FD-SSS.odf
pressure,size and anchorege Information. Verified By: A:Lynn Miller, P.E:58705
Created by IndependentThird Party: No
Evaluation Reports
FL331 Rii AE FD-555 Evaluation odf
Created by Independent Third Party: No
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Contact Us 1940 North Monro tr t Tallaha«ar+FL���qq Phone:850-487-1824
The State of Florida fs an AA/EEO employer.Copvriaht 2007-2013 State of Florida.::Privacv Slatement::AccessibiliN Statement::Refund Statement
Under Florlda law,email addresses are public records.If you do not want your e-mall address released In response to a publlc-records request,do no[send
electronic mall to this entity.Instead,contac[the office by phone or by tradi[Ional mall.If you have any questlons,please con[ac[850.487.1395.*Pursuant to
Sec[ion 455.275(1),Florida Sta[utes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provfde the Department with an emall address if
they have one.The emails provlded may be used for o�clal communtmtion wI[h the Ilcensee.However emall addresses are public record.If you do not wtsh to
supply a personal address,please provide the Department wlth an emall address whlch can be made available to[he public.To determine If you are a licensee under
Chapter 455,F.S.,please click here.
Product Approval Accepts:
�.� ��.. �
SCCUCi}.'bt1%fR14.1°
, . +.. .
I
https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqtsZzB6Yv%2bq... 7/3/2015
- a.
GENERAL NOlES: ANCHOR LOCA710NS&SPACING �
i
I I
1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO I '�� I 37-3/8'OVERALL MAX. �'"73-3/8'OVERALL MAX.� �
COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN ��36'BUCK MAX.(Z-BAR� �I4�—72"BUCK MAX.(Z-BAR)-+II • � i
PRESSURES LISTED. , � II I
13-'Ili6" 13-�/16" ':
2)WOOD BUCKS DEPICTED AS 1XARE LESS THAN 1-12'THICK.IX MqX MAX. _ � ' ;
WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO 80-1"I/16"
SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR � SH OR PW � �— SH OR PW SH OR PW '
OVERALL INSERT INSERT 80-11l16"
GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE 27-��2„ INSERT zp•Mp,)(, � Z�_��2. OVERALL
sv o7HERs. MAX. � MAX. MAX. .
3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF / o SEE 80"BUCK �' 0 80"BUCK
ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). NOTE M� MAX
� / � A (Z-BAR) �— R3� (Z-BARJ I
4y SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT � �
FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF �
TRANSFERRING APPLIED L0,4bS. 2�,MAX
5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS
APPROPRIATE FOR SUBSTRATE MATERIAL DISSIMIIAR MATERIALS 1�� ' � _� � � 12-5/8�
SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. Mp,x, MAX. �
ALUMINUM SHALL BE PROTECTED FROM DISSIMILAF2 MATERIALS AS i �
3-15/16" 14-7/8"
SPECIFIEO IN THE FLORIDA BUILDING CODE. �14-7/8'�� � �1 � �6" � 3-15/16" �
MAX. MAX. MAX. I I MAX. MAX. �
6)ADHESIVE SFALANT SHALL BE USEp BETWEEN SUBSTRATEAND 6'-8'HI SINGLE(X) 6'-B"HI DOUBLE(XX1 i
' FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER .
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS.
�MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN I 37-3/8"OVERALL MAX. 73-3l8"OVERALL MAX.�
PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS I �+--�36'BUCK MAX.(Z-BAR) I �72"BUCK MAX.(Z-BAR)�I
COMP.LYING WITH ASTM C-90.GU17JN6 COMPLIES WITH ASTM E1300. J_I II J_ �
13-1/16' 13-1/16"
8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS NOTE A. M�, M{�(.
ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR � SH OR PW � 96-11/16" � SH OR PW SH OR PW ;
WAS USED FOR THE EVALUATION OF WOOD SCREI'VS. ANCHORS ARE OVERALL 96-11/16'
REQUIRED INSERT INSERT INSERT �
' 8)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE WITHIN 3"OF THE Z3-3/4"MAX. Mq�(. OVERALL
TABLE$,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. CENTERLINE OF I M'� �
THE HANDLE T �„ T - 96'B�K
Ani�/aR } T
oeqoBOLT. 23-5/8" M�. 23-5l8" �
(Z-BAR)
TABLE 1: M�(, o SEE MAX. o
MchorType Subatrata Min.Edge Min. � // NOTE 96"BUCK � // // !
oist. Embedment - � A M� �� !
Wood(Soulhem Pfne) s��s• �-a�a^ � (Z-BAR) � I
i112 Sleel SMS Steal Slud Cx 33 318' .045(18 GA) 21"MAX. I � f
Aluminurtr6063�T5 3l8' 1!6' r�
steel,n96 3la• ve' 12-5/8" v � - � � 12-5/8" i
1/4"Mesonry Canctele 1" �-�e' . MAX. MAX. If
ancnor HdIowCMU 2-�n� �-va• ' � �3-15/16" 14-7/8' 6" 3-15/16" i
�_114-7l8'I _ _I I� _�f
NOTE:FORALLMETALSUBSTRATES,6CREWEMBEOMENTSHALLBEMIN.9THREA�S '� Mqx.f` M�• MAX.� '1 ( MAX. I MAX. ?
B6YONo INSIOE FACE�OF A7ATERW..
B'-0"HI SINGLE(X1 8'-0'HI DOUBLE(XX)
--�� �iirrr; i
TABLE2: ���' ,,,,� � �i.
Aa-Tealetl Conflgurationc ;��y ,.::: '•iA `., rx..ner ar u.aa.t ����°iv�o�w�-r i
Mez.Nom. Swing DP Certlflcation �:'-tiC�'t::� � _^�� J.ROSOWSKI 09/30/11 ALUMINUM 6063T6 ��,����� �
ivovxa�raet.wr NOAoanavw�n+s
Size in Configuretion pi��qon Freme Type Sill Type PSF Glass �`�: �'•, '_ • w+n.a� aarwnu.rec�noawsma.�rcx ;
C) ( ) Number ;g�C� . .wrraevinnannaoanmsmw+ansr
36x80 Single(� OW-swing Z-badBox HIBh @umper). +/-50 190-789,791 ' , "J�y C� ����� E
36x9fi SI le Oul•swin Z-ba7Boz Medium 6um r +/-35 - l �—' � ' � � f
�9 P9 A l P�) ].9b-792 MIR 1/8" _ / a �S :u.-
72z9B Double pOQ Oui-swing Z-bar/Box Medium(bumPer} +/-35 Temp., � � l�` � -p; : -" ?o7oTECHNOLOOY DRIVE i
3 9x 0 8 S ing le(� Ou U ln-swing Z-b af/Box Low(se d d le) +/-3 5• M o n o.o f L G. '�n� ' ��,�.��^!a� NOKOMIS,FL 34275 JOK '
72x96 DouWeQOQ OWIn-swing Z•badBox Low(saddle) +/-35' 793'�� �����`.F��'��•'!r�,-� FLCERT OFAU7H. 29296 C A B A N A D O O R I N S T A L L A T I O N f .
•Limited Weter aler Infill2tlon Testad at 0 s "i,,�Sj�h:��;:'� A.Lynn Miller,P.E. 5i'�B"� �"'� � °i"�'� ""` (
� P�• ;��i;�y i t• P.E.#5 8 7 0 5 Ca290 NTS 1 of 3 1093011 JR i I
. I
i
INSTALLATION WITH BOX FRAME �
� EOGE �
DISTANCE� OPTIONAL OPTIONAL
EDGE ' SU T E SVBSTRATE OUT-SWING SINOLEHUNG �
INSERT
� DISTANCE SHOWN SHOWN
SU T E EMBEDMENT �
1 �_ _ I
EMBEDMENT �
WOOD � � �
�_ ,
SHIM SHIM
— INSTALLATION NOTES:
i
OPTIONAL OPTIONAL 1)SEE SHEET 1 FOR SPACING �
OUT-SWING IN-SWING REQUIREMENTS. '
SHOWN SHOWN � BOXFRAM ,E j
2)SEE TABLE 1 FOR ANCHORAGE EXTERIOR SHIM JAMB INSTALLATION 1
AND SUBSTRATE REQUIREMENTS. (� (DIRECTLY TO SUBSTRATE) i
V ;
3)MAX.SHIM THICKNESS TO BE t!4' �
I
a a 4)FOR HARDWARE DETAILS,SEE (
,
EXTERIOR EXiERIOR SHEET3. SUBSTRATE SHIM O 1
�
i
O , I
I
I I
OPTIONAL OPTIONAL O �
FIXED LIGHT � FIXEO LIGHT � �
INSERT INSERT � 4 �
SHOWN SHOWN BOX FRaME OPTIONAL
�x OPTIONAL �q�,qB INSTALLATION FIXED LIGHT �
F�CT'ERIOR WOOD �N-SWING INSERT
BOX FRAME. BOX FRAME, OPTIONAL �L, SHOWN (USING 1X WOODBUCK) SHOWN
HEA�INSTALLATION HEAD INSTALLATION SINGLE HUNG \/ f
(DIRECTLY TO SU65TRATE) (USING 1X WOODBUCK) INSERT i
SHOWN
OPTIONAL OPTIONAL o �°o�� n°o°°o°°o°e°°o°o°°o
FIXED LIGHT KICKPLATE °�o°oo°000°oo� �°oo°oo°aooQoo°0000
INSERT INSERT 'o° OPTIONAL ,<<���"���!�;,
+°� ADJUSTABLE i
SHOWN SHOWN l`; " ', •:�(�`,=�,
BUG SWEEP " �
,�i;`i\i1-�'._'� .
(SADDLE � � '
THRESHOLD � •�• �
ONLI� ' !!o.`-•g'•.':6 -
a a a - ,.-21--;:- '
EXTERIOR EX7ERIOR EXTERIOR '`'�. cCJ I °�`S .�� �
— i`
..�•. ,:�P.1C�P ._,.
•'� "'(iifi��(�. J�.
� ".;•!{;)?�;rtL{:".
OPTIONAL OPTIONAL OPTIONAL 2" � '�i i�,i i: '�� j
SADDLE 1-7(16" BUMPER �er �: +�� nrxoewm�tnescxaeduawcvm ,
THRESHOLD BUMPER THRESHOLD J.ROSOWSKI 09/30/1'I ALUMINUM 6063T6 ��,°���y,i i
SHO WN TH RESHOLD SHOWN �'^��^"r"��x"'a`�+^'
SHOWN � � �� �wr�saaii nYa�vr���i5wms�N �
�wm j
e�a�r�cF�vr�,wsrw�.c •
� oo°bu'. • �
S S T SUB�RA SU ST T !
/ � / 7070TECHNOLOGYDRIVE • • i
NOKOMIS,FL34275 m` �
FLCERT OFAUTH. 28299 CABANA DOOR INSTALLATION �
BOX/Z-BAR FRAME, argant�e.e e� a+c m..tcrh a..: I
SILL INSTALLATIONS A p.E.l158705 E CD-280 NTS 2 af 3 1093011JR I
I
ql
�
��
� IINSTALLATION WITH Z-BAR FRAME
I
, EDGE TA8LE3:HARDWARE(ALLFRAMETYPES) �
�ISTANCE� Part# Deecription
7CD3P Ixk 61rike Plate
EDGE I I SU T sFu-rtn sm�.a�w�rmm .
DISTANCE 7COSPDB Dea�oC 541ke Piate
EMBEDMENT SUBSTRATE SHIM
SU T E � 78516k5 M8J2s.375Ph.FI.S.S. OPTIONAL ' �
OPTIONAL
4UBI�K tttksupponAssy. SINGLEHUNG
OUT-SWING
EMBEDMENT � �x 7saeFw Ner.750Ph.FI.SMS SHOWN INSERT ,
WOOD 7CDSP L k SlAke Plate(Acfiw Slnb) $HOWN
eFum� StRkorBaeW�Pluta(Aclha slab) �
SHIM L SHIM 7casaoa Deetlbdl6triko Plata(Acfi�e Skb)
)BS1fiXS r8-a3 a.7I5 PA.FI.5.5.(Acthe SIaE) '
OPTIONAL OPTIONAL �
OUT-SWING IN-SWING ���W wmFoemlrtsert-3ale• �
SHOWN SHOWN 7�EAD �eeaboNKnoh(Actne) �
7KN00a KnabSntprediw) �
. 7CAKLOKB DeadDdUKrob-Paislrtd8rass(/lcthe)
70BLKB DoudeLnckset
69777W Hinge
`/��., a1704 Finge Pln Cep i
" 417D5 Mnpe Pin BusHrg EXTERIOR O 2-BAR FRAME �
EXTERIOR EXTERIOR ��oM Kngat+In � �
JAMB INSTALLATION
rv745 hinga R'r,et (DIRECTLY TO SUBSTRATE) !
7834FPTW tYe x.750 Ph.FI.IEK SMS i
. �
SUBSTRATE �X
WOOD
SHIM
OPTIONAL OPTIONAL �
FIXED LIGHT� FIXED LIGHT � O O �
INSERT INSERT �
SHOWN SHOWN
Z-BAR FfWv1E, Z-BAR FRAME, OPTIONAL
HEAD INSTALLATION HEAD INSTALLAIION SINGLE HUNG
(DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCIQ INSERT �
SHOWN
i
0 00000 0000o OPTIONAI_
°� o00 ''°O°O�O�O� EXTERIOR Z-BAR FRAME,
OPTIONAL OPTIONAI. o°oo°o°°o°o°o >o°000e°oo°000°oo°o OPTIONAL ,1qM6 INSTALLATION FIXED LIGHT ,
FIXED LIGHT � ' KICKPLATE °o°°o°o°000 �o°0000°oe � INSWING (USING 1X WOODBUCK) INSERT •
INSERT INSERT °o°°oo°000000 y�oo° o°q SHOWN ,���SHOWN i
SHOWN SHOWN '°�°.°.°O �°° �•;;1��;P:tlf ' ����,
. i �
'.\t:'.•'.��.��y�'�:,!�;�
. ��
INSTALLATIONNOTES: , '•'r '�
a a <� _`,r° .:�;.:.;,��,� -: �
EXTERIOR EXTERIOR EXTERIOR 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. _ ^ /; -r
(�l G r o<<S - ;:�
2)SEE TABLE'I FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. �^'•, � �.�.��e ;.`w�=
' �
3)MAX.SHIM TNICKNESS TO BE 1/4". , `;•� ��������'P'��;:�-��
OPTIONAL OPTIONAL OPTIONAL2' '•V.�'lr;�..l�i..�;•
SADDLE 1-7/16' BUMPER n,w,eye n.d: u�,re
tr[waadrh4tcuS� a��awcwn
THRESHOLD BUMPER THRESHOLD �m��+�n'�� �
SHOWN THRESHOLD ' SHOWN �.ROSOWSKI 09/30/11 ALUMINUM 6063-T6 � ,����
SHOWN �� O°"� ""fbra� �'=+��wrseiammnsnowu�x
�xrmarnmwr r��ar�vm xiarre�
�vo�rarine,x.�a
� u"'r�n:
S BS T SUB R�TE 5 ST T I / 1070TECHNOLOGYDRNE
/ NOKOMIS,FL 34275 i°`�
/, FLCERT OFAUTM.:28288 CABANA DOOR INSTALLATION
BOX2-BAR FRAME, aw.nm.e s� r✓.c anwow w.:
SILL INSTALLATIONS A.Lynn Mlller,P.E. C0.290 NTS 3 of 3 109301'IJR f
P.E.q58705
�
(
� ;Flarida Building Code Onliue Fage 1 of 3
t-.....x�-
• ► , � � 4 i � � {
,7 �'.. ��I���$ �
�iG,ryUa�}o����t� BCIS Home j Log In i User RegLstratlon � HotTopics ; Submit Surcharge � StaGs&FaUs � Publtcatlons ; FBC S�ff : BCIS Sfte Map } Links � Search �
Buslr�es ,
Pr+afessi ( � � �'roduct Approvei
g USER:PubifC User
R�t�tl���1011
�'��� Produd Aoproval Menu>Produtk or Aooiica�ton Searcfi>Aoolication Gst>Apptieatlpn DeWil
4'
' " ' �'.`� �#
FL13i92-R3
App�ication Type Revision ,
Code Version 2014 ,
App1[catian Status Approved
Camments
Archived Ci
Product ManuPacturer 7ames Hardie euiiding Products,Inc.
, Address/Phone/Email 26300 La Alameda
Ste.250
Mission Viejo,CA 92691
(909)349-2927
pingsheng.zhu@jameshardie.com
Authorized Signature Pingsheng Zhu
pingsheng.zhu@jameshardie.cam
Technical Represe�tative Pingshe�g Zhu
AddressJPhoneJEmait i0901 E!m Ave.
Fontana,CA 92337
(909)349-2927
pingsheng.zhu@jameshardie.cam i
Quality Assurance Representative Pingsheng Zhu
Address/PhoneJEmail 10901 Eim Ave. t
, Fontana,CA 92337 �
; {909)349-2927
pingsheng.zhu@jameshardie.com
Category Pane3 Wa!(s
Subcategory Siding
Compiiance Mekhod Evaluation Report from a Ffartda Registered Architeet or a Licensed
Florida Professional Engineer
� Evaluatfon Report-Hardcopy Received '
Florida Engineer or Architect Name who developed Ronald I.Ogawa
the Evaluation Report
Florida License PE-24121
Quality Assurance Entity Intertek Testing Services NA Inc.-EfL/Warnack Hersey
Quatity Assurance Contract Expiratian Date QSjO1J2016
Validated By ]ohn Southard,P.E.
.�'�_! Validation Checkilst-Hardcapy Received
Certificate of Independence FL13192 R3 COI RIO-Certificate of Indeoendence.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM C1i86 20d7
ASTM E330 2002
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
' FL13192 R3 Eauiv A5TM C1186 Eauivalentv Siqned.pdf
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqtsk%2bGnUu47... 7/3/2015
- - - �
�
' Florida Building Code Online Page 2 of 3� ,,,
Sections from the Code �
Product Approval Method Method 1 Option D
Date Submitted 04/23/2015
Date Validated 04J30/2015
Date Pending FBC Approval OS/li/2015
Date Approved 06/22/z015
Summary of Products
iFL# Model,Number or Name Description
13192.1 Cemplank Lap Siding fiber-cement lap siding
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL1319Z R3 II ER RIO-2553-15 Plank metal wood.pdf
Approved for use outside HVHZ:Yes FL13192 R3 II ER RIO-2557-15 Plank Shinqle CMU.odf
Impact Resistant: N/A FL13192 R3 II Install CemPlank Sidinq.pdf
,� Design Pressure:N/A FL13192 R3 II NOA 15-0122.04.odf
Other: For use in HVHZ install in accordance with NOA 15- Verified By: Ronald I.Ogawa 24121
0122.04, Created by Independent Third Party: No
- Evaluation Reports
FL13192 R3 AE ER RIO-Z553-15 Plank metal wood.odf
FL13192 R3 AE ER RIO-2557-15 Plank Shinqle CMU.pdf
� FL13192 R3 AE NOA 15-0122.04.odf
Created by Independent Third Party:Yes
13192.2 HardiePlank Lap Siding fiber-cement lap siding
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13192 R3 II ER RIO-2553-15 Plank metal wood.Ddf
. Approved for use outside HVHZ:Yes FL13192 R3 II ER RIO-2557-15 Plank Shinqle CMU.pdf
Impact Resistant: N/A FL13192 R3 II Install HardiePlank Sidinq,pdf
Design Pressure:N/A FL13192 R3 II NOA 15-0122.04.pdf
Other: For use in HVHZ install in accordance with NOA 15- VeriFied By: Intertek Testing Services NA Ltd.
0122.04. Created by Independent Third Party: No
Evaluation Reports
- FL13192 R3 AE ER RIO-2553-15 Plank metal wood.odf
FL13192 R3 AE ER RIO-2557-15 Plank Shinqle CMU.pdf
FL13192 R3 AE NOA 15-0122.04.odf
Created by Independent Third Party:Yes
13192.3 HardieShingle Individual Shingles fiber-cement individual cladding shingles
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13192 R3 II ER RIO-2555-15 Shinqle metal wood.pdf
Approved for use outside HVHZ:Yes FL13192 R3 II Install HardieShinqle Sidinq.pdf
Impact Resistant: N/A Verified By: Intertek Testing Services NA Ltd.
Design Pressure:N/A Created by Independent Third Party: No
Other: Evaluation Reports
FL13192 R3 AE ER RIO-Z555-15 Shinqle metal wood.odf
Created by Independent Third Party:Yes
13192.4 HardieShingle Panel fiber-cement notched shingle panels(straight edge, �
staggered edge,half round edge)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL13192 R3 II ER RIO-2555-15 Shinqle metal wood.Ddf
Approved for use outside HVHZ:Yes FL13192 R3 II ER RIO-2557-15 Plank Shinqle CMU.pdf
Impact Resistant: N/A FL13192 R3 II Install HardieShinqle Sidina.odf
Design Pressure:N/A Verified By: Intertek Testing Services NA Ltd.
Other: Created by IndependentThird Party: No
, Evaluation Reports
FL13192 R3 AE ER RIO-2555-15 Shinqle metal wood.odf
FL13192 R3 AE ER RIO-2557-15 Plank Shinqle CMU.pdf
Created by Independent Third Party:Yes
13192.5 Prevail Lap Siding fiber-cement lap siding
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL13192 R3 II ER RIO-2553-15 Plank metal wood.odf
Approved for use outside HVHZ:Yes FL13192 R3 II ER RIO-2557-15 Plank Shinqle CMU.pdf
Impact Resistant:N/A FL13192 R3 II Install Prevail Lao Sidinq.odf
Design Pressure:N/A FL13192 R3 II NOA 15-0122.04.odf
Other: For use in HVHZ install in accordance with NOA 15- Verified By: Intertek Testing Services NA Ltd.
012Z.04. Created by Independent Third Party: No
Evaluation Reports
FL13192 R3 AE ER RIO-2553-15 Plank metal wood.pdf
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtsk%2bGnUu47... 7/3/2015
�.: ,h�londa liuilding C;ode Unlme Yage� oi�
I I FL13192 R3 AE ER RIO-2557-15 Plank Shinale CMU.pdf
FL13192 R3 AE NOA 15-012Z.04.odf
Created by Independent Third Party: Yes
Badc Next
Contact Us::1940 North Monroe Street.Tallahassee R 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer Coovriaht 2007-2013 State of Fiorida.::Privacv Statement::Accessibilitv Statement::Refund Sta[ement
Under Florida law,email addresses are public records.If you do not want your e-mali address released in response to a public-records request,do not send
eiectronic mail to thts entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please wntact 850.487.1395.'Pursuant to
Secfion 455.275(i),Florida Statutes,effectfve October 1,2012,Ifcensees lite2sed under Chapter 455,F.S.must provide the Department with an emafl address iF
they have one.The emails provided may he used for official communt�tion with the licensee.However email addresses are publfc record.If you do not wfsh to
supply a personal address,please provide the Department with an email addr�ss which can be made available to the publfc.To determine if you are a II[ensee under
Chapter 455,F.S.,please clfck here.
Product Approvai Accepts:
� � �� �
securit a�tr�a.r�r
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtsk%2bGnUu47... 7/3/2015
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RONAIS)1.flGAWA ASSOCIATES,IA1C. , ,
, 16835AlGOAI4UINSTREET#l443 . ,
HiJNTINGTON BEACH,CA 92549
714-282-2662
714-647�595 FAX I
PROJECT_RIO-2553-75
3AMES HARDIE BUILDIt3G PRODUCTS,IPiC_
1�8&542-7343
irtto@jameshardie.cam
EVAl..iJATiOt+l SUBJECT
HardiePlank�Lap siding
James}isrd�Product Tr�de Naa�s covered in this evatuatian:
����s�,c�,�s��,����s��
EVALUATIQN SCOPE:
11SCE 7-2U "
Zt114 F�a Bwldug Code
2412[r�tematiorr�al 6ulc5ng Code�
EVALUATION PURP05E:
Ttus anaysis is tn�tem,u�e ihe m�mian design 3sec��gust w'vxf speed to be resdstea ay an ass�m6ly or HardiePlank(cemPiardc,P�e„al!�)si�ng tastened Lo v�od or r�a�r�amug r,�iEfi
naals or scrEws.
REFEREt�ICE REPORTS:
1.Ir�ertac Report�67913(lvSTPA C1186}Nkateria!proper[ies Hard'�ePl�nlc Slding
2.Ramfed7 L�bora�tories,Inc.Report t0593-9611395{AS77v1 Ei3D)Trzrsverse Load Tesf,511 fi'Thick try 7.5�wide Hard�ePlartk Lap S�"¢�uutatled cm 2X4 W-�irKood stu�space af 16
�ct�s�caarter with a d.093 inch st�nk by 0.27L'exh fiead diameler by 25 ir�h I�ry ga7vartined sicfirg nal
3.Ramferh Labwatories,Irc_Re�rt IG1d34-88{,4SiM E33[})Transverse Loed Tesl,5J16"Thic&by 9_5��wide FtardiePlar�c Lap Si�rcra,�ustalt��2XA Hem-��waod slucis space af i6
�d�s�center vrdh a(S�anber 11 gavge 1-314 uch iw�g gaHan'¢ed Faafirg nail
d.Ramiech Lat�watwies,Ir�. Repo�IG1020-BS(ASTM E33d}Trarisrerse Laad Te�,5/1fi°Thick by 9.5 inch t�e Hard'�Planlc Lap Safusg irstalk�tJ on 2Xd Hem-�'u woad studs space afi 16
auk�es�center wdh a 6d commm r�l
5.Ramie�Lat�wataies,Inc.€:eport 23d9-07-1 Q{C){ASTM E330)TraRsveise Load Test,5�1fi Thick by 8.25 inch Fvirk Hard�Ptanlc ta�S�ng Qartafied on 2Y4 Doug-Fr-Larch wood studs
space at t6 mches on oer�ker vith an Bd r�stenk hox nal.q.113 in�shank by 6.2fi0 mch iread diameter by 2.375 a�ch long
5.Ramted�L�ataries,Inc.Report 21A9-07-16(E)(ASTtyI Q9d)Tr�+sverse Load Test,6116'Thick 6y 8.25 ax�i wide Harc§ePiank Lap Sid�g insYalled on 2X4 IJoug-Fr-lard��sood st�s
space at 5S inches on center vrith a U.092 ir�shank by 02Z2 irxh head diameter hy 25 i�h 6�sg galvan�d sid'ax�nail
7.F2amtech Laf�nrata�s.Inc.l2eport 7344-0&Ob(RSTM E33f1}Traosverse Load Tesi.5�16'Tfuck by 825 inch xRde Hard�PEardc Lap S�ding estalled on 13Cd tloug-Fr-Earrh wood studs space
at 7s atcfres«t�,Mu�a n.as2 inct,sn�alc by o.zzz ioch r,ead�neter by z iocn!mg galvar�d sod�g nail
8.Ramiech La[�orat�ies.I�.(te�t 2149-Q7-1 Q{Fy(ASTM E330}Tr:�sverse Lnad TPst,5H�Tfack hy 825 umch wide HadrePian&L�Sidax�irn2afled an 2Xd Spnfce-�Fur v�ood sh�s
space aY 76 mct�es on cenker+Mth a U_tJ32�rh shs�tc 6y 0222 irxh t�ad d�arneter by 25 mrh�g gaJva�¢ed sid¢��il
9.Ratsstecti Latbrat�ees,Irx.R�t 1i 94911�i4(ASTM E33E1)Traasverse Lnad Test 5�76"Thidc 6y 5.25 inrt�+xic�Hard�ePlank Lap Sid'a x�ir�slaAed on 20 gauge met�st�s spaceci at 16 and
24 inches an centerwith ET&F krxialed�sn(astenes
40.Ramtech t.ai�oratoraes,Irx.€teport 111d9/i 554B(ASTh1 E33Q}Trarsverse Load Test�S11 fi Thick by 8.25 inch w�1e tiazdiePG-�n3c Lap 5'xting i�talled on 2Q gauge metal shxls spaced at i6
and 2$itxhes�c�ler wdh ET&F�tuted pm fastener
17.Ramtech La�ratarie,,Irx.Reg�ort 111d911�xtA(ASTtv1 E334)Tr.asverse Load Test 5l16'7hick byi2 u�ch wide FEardiePlank Eap Siding astatl�on 20 gauge metal shads spaced aY 16 and •
2d inches cm center with ET&F kraaled�nn fasfener
12.Rarrttech labaratarias,Inc.Repwt tG1035-88�A�TM E330)Trarsverse Load T�t 51iS"Thick 6y 9.3 eech Hard��Fb.nic Lap S�ng cuta:led on 20ga A�tal St�Spaced 16 Indies on Ces�er
Wich Ato.8 X 1-1/4"Inr�X 0.37b"head di�neter rbl�ed water t�ad screas
2
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� • RONALI31.OGAWAASSQCIATES,INC_
� ' 16835 ALGONQUIN STREET#443
� ' HUNTiNGTOfJ BEACH,CA 42&49
714-292-26d2
714-847�585 FAX
PROJECT_Rt0-255�i 5
JAMES NARDIE BUiLDTNGPRODtlCTS,iNC. ,
1�88-542-73d3
ittfo@Jameshardle.c�n
TEST RESULTS:
T�hte 1A.Results uf Trat�sverse Load Testing iar Configuratians with Steel Framing
11idS 111d9 11149 111A9 111d9 1i149
���� /155A /1554 J1554B tt5546 11554P1 /i554A I�jfl�
Tesf Agenry Ramtech Ramtech Rarntech (tamterh Ramtech Ramterh Ramted�
Thickness(in.) 0.3125 03125 Q3125 U.3175 U.312a 0.3125 D.3175
VYtdth(n.} 6.25 fi25 8_25 8?5 12 12 9.5 _
� �ga steet 2Q ga. ��' 2i1 ya �� ��' ZO ga.stcef
Ftartte T st�sls steel sluds � steel stuls SsUx1s sh�s �
Frame Spa�g(m) 16 2A 96 24 16 2A 16
ET&F ETRF Ef&F M1kz 8 X 1-
�� �� O.1U0' �&� O.iO�' Q100' 4ld'tongX
0.1�' 0.900' knuried a-�� knvled knufed 0.375'
� kriuried knurfed st�nk k��� shar�ic shanlc t�ad
Fastener T sftank strudc �meter 5� d�ameter �ame4er darrietet
drammete�x dramet�x d'iameter x
Q_250'ND 0.250'HD x 0.313' p.313'Nd z 0_25t1' x 0.2�P rl�bed
x 1.5'tang x 1.5 b�g HD x 15" x 1.�� HD x 1.5' kiD x L5' xaFer.t�ad
� � � �
Fastering Meihod FacP r�l Face rraa7 BGr�d rstil Sind na� Face r�l Face r� 61'rtd r�l '
UifimaSe Laad{psfj 317 1T3 64 50 151 81 i592
Des9gn La�(psf} '[U5.7 57J 21.3 1&7 503 27.0 56.d
EfterliveTnbufaryArea(sqH) Q55b 0.833 U.778 i.ib7 1.19d 1.792 fl_917
Fast�er Load.as tested �.7 qg.� 16.6 19.4 60.1 A8.4 51.7
fer�r
3.AlEovrable Design Loed is tl�[AE¢nale Load drvided hy a Factor af safety af 3.
Z Har�eShingle Sidmg compl's�s m1h ASTM C1186,Standard Sperr6catian forGrade N,Typa A IUon-asbeslas Fiber-Cenratt AaE Sheets.
3
S ` �
ROtJALQ l.OGAV3tAA9SOCIA7E5,IP1C_ � '
96835 ALGONLIUIN STREET#443 . ,
HUNitM1iGTON B�LFCH,CA 92649 - ,
714-292-2602
714-847-4595 FAX
PROJECT_RIC3-2553-1�
3AMES HARQIE BUfLDiNG PRODUCTS,t►dC.
1�88-5d2-7343
info@jamesd�ardie.com
Ta6te 9B.Resulls of Tmnsverse!_oad Testing fou�Cor;figiva€ions wifh Wood Fr�ming
RePa����* 1�'� IG1034-88 IC-9U2� 2149-07- 21d9-07- 2343-D8- 2149-6t-i0
96J1395 � ifl(C) 9U(E} 0& (F}
Test Agency Ramte� Ramte� Ramfech Ramtech Ramtech Ramtech Ramtech
Thick�(m) 0.3925 0.3125 0.3175 03125 0.3375 0.3125 Q_3125
Width[m.) 7.5 9.5 9.5 825 B.25 825 8?3
Frame Type 2Xd waod ZXd v000d 7Xd wood 7X4 wvod 2X4 uvood ZXd wood 2M4 v.00d
F�em-Fr Hem-F'v Hem-F�r DFL DFL DFL SPF -
Frartse Spacmg(in.) 16 16 96 16 16 96 i6
8�rirg 8d s7d'€ng 6d sxhng
8d sid'ug i-3l4' Sd s�ding
rrad,0_093' t�.1 i ga. Sd shanlc hox rr�7, na3, nail,0.492
FastererType X 0222'X Raofing camrttun rrd,D_1i3"Q.fl51'X 0_492"X X 0.272' X
25' �l �il X D260'X 0?22"X i)_222"X Z�,
2375' 25' 2'
Fastenerlength(n-) 2.5 9_7§ 2 2.375 2.5 2 25
F����� �r�nad BGnd svyl Face na�7 Face nal Face nail Face nad Face riail
U{timafe Load{psfl 92 94&.6 199 246 253 ifi� 968
Design Load(ps� 307 48.9 66_3 98.7 84_3 55.� 5&.0
EftectiveTnbutaryArea{sqfi) 0.69d 0_917 U.977 0.778 0.778 0_778 0.778
Fastener Laad,as tesied 27.3 A4.8 6Q_B 76.7 65.5 A28 43.6"
(166as�)
�usied�vat design tmd r�q.6 q&_2 d1.fi 84.0 67_0 49.1 �3,fl CakWelQd iastenerwiffidraxal bad ia compered with ihe test resuR
(Ib(fasfe7le�},YY nd fhe mora waservetive one w�i be used_
Net Fasfener Penefr�nn(in_},P 2.785 1.438 9.375 'J_750 9.875 1.37b 1.&75
Woad S�edfic 6savity,G 0.43 0.43 U.43 Q_50 U.bO 0.50 Q_42
NaB Shardc Dianeter(st�,p t O.U43 0.1� 0.113 0_113 t7.0@2 0.092 0_fl92
YYithdravral design value per ht0.S
2012 a ESR-1539(I6lin_perretratiQn}, '15.fi Zi1.1 18.9 �.0 7L3 223 ]4.3
W
1.Allowable t3esigo Load is!he tAtimaie Lu-�divid9c16y a Fadnr of safety ot 3.
2 Har�eShingle Sid'ug c.�np!'Ees vrith ASTM C9166,Sdandard 3pecifJcation for Grade 8,Zype A Non-asbesfos{iber-Cement F7af S7�eEts
3.Calc�ated fastener vrtlhdrav.al lo�is c�npared wi[h ihelest resuk and the mwe oor3servafive one wrll he used.
For a0 cases in ft�lahle,Uie ad�ated wiihdravraJ design vafue,W',is cal�fated as
W=Cro�W'P
VVhere,
Ca=bad diaaiion Factor per ND�r2012 Tabte 23_2 for vv�xUeartfeqvakE k>ad=i.fi
W=vatfidtavra!design vatue,calculated pa NDS-2012 w ESR-1539,vfiicfiever appiicabde
P=f"a512fi2f QFi3�Riefit f�t�i,3R
When raa�shardc,D,a O.U99 irxh buf 5 p.375�h for smooth shank rcails,PJD�r2f}12 equation{912-3)is used to cziwtate wiE}�rawal designval�
W=93�'G��'D
Where,
G=waod specific gtavily per T�e 11_33A
D=naa shar�k�am�er,in.
When rra�sfa3rdc,O,is less fhan Q.a59 ir�.or in tfie case ot ring shartk rr�ils,the a�rawal d�sign values were abfa"�red from ICGES ESR-i534 Tal�e 2
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FBC Plans --- -
� F►o�a� &Enginesring ���������������������������������������������������������I��
6272 Abbott Station Dr. 2017029802
� Building UnR 701
�e Zephyfiills,FL 33542
Permit No. Parcel ID No
NOTICE OF COMMENCEMENT
State o! %d c.. County of ��CU
THE UNDERSIGNED hereby gives natice lh t improvement will be made to certain real property,and in accordance wilh Chapter 713,Florida Stalutes,
lhe following informaUon is provided in Uiis N Iice o!Commencement: '
1 Descrip6on of Property: Parcel Ide tification No. I�'1� •�I���'2 D— ��d v' 6�,� C�
� /
Slreel Address: �y�� �4�j i� � D)1 �i I�� L 3 .��
2. General Description of Improveme e�G II/'Di�✓Y�
I 3. Owner Infortnation or Lessee info alion if tfie Lessee conlracted for the improvemenl:
� - W � �
Name �6 /J r��`��� �'G 3,3�d—
�J �i �r
I Address Ciry� Slate
Inleresl in Property:
Name of Fee Simple Tilleholder
(I different from Owner listed above)
Address u ' City Slate
4. Contraclor.
i �'s�1 /C` /�! ���lr..,r l�;1 r rc �3r y a—
Adtlress ✓ �(J O �J Cit� Slale Q Z U � �
Conlraclor's Telephone No.. O I.�— o " 3O b � w � � � W
5. Surery: � z � � � J }
Name
Address City Stale a � � = Q N � �
� Amount of Bond: E Talephone No. O � � Z � � Q
6. Lender � �-_— — J �
Name � u' � � ¢ �
Address Ciry State � S 0 � � ` �
Lender's Telephone No. o � � � Q Y
7 Persons wilhin the State of Florid �designated by lhe owner upon whom notices or olher doaunenls may be sarved as provided by V = � U 0 W
� Sedion 713.13(1)(a)(7),Florida Slal tes: I— Q J
' � >- Um � � Ui
Name (,� F_�—__ � aZ OJ
� � � � 2 ¢ W
Address City S�a�e � J � Q p z
Telephone Numbe�o(Designated P . on: � O Q L:L' S �
g, In addition lo himsell,the owner desi nales o�— o ~ z O � �
to receive a copy of the Lienor's Nolice as provided In Sedion 713,13{1)(h),Florida Slatules. w � Q J � Q
;acl� � I� Z J
Telephone N�mber o(Person or Enti Designaled 6y Owner — �
9. Expiracion date of Notice of Comme cement(the a�iration date may not be before the completlon of construction and fina!payment to lhe C/� F— � Q � a m
contrector,6ul will be one year from e date of recording unless a different date is specified):
WARNING 70 OwNER: ANY PAY ENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
ARE CONSIDERED IMPROPER YMENTS UNDER CHAPTER 713, PART 1, S£CTION 713.13, FLORIDA STATUTES, AND CAN �} �
RESULT IN YOUR PAYING TWI FOR IMPROVEMENTS TO YOl1R PROPERTY A NOTICE OF COMMENCEMENT MUST BE
I RECORDED AND POSTED ON TH JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENO TO OBTAIN FINANCING,CONSULT �0� '�
I WITH YOUR LENDER OR AN ATiO NEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT � e • � �.
Under Denalty of perjury,I declare th l I have read the foregoing notice ol commencemenl and Ihat lhe fads statad therein are true lo the best �� ,• �
of my knowletlge and belief. �a ��a } � ���
STATE OF FLORIDA QO
COUNTY OF PASCO �-- �
. Sig a ure ol Qv+ner r Lessee,or ners or Lesse Authoriz d ,_ � � s �
Officer/Direclor/P ner/Manager � . �
� Rcpt:1B42G64 Ree: 10.00 �• �m
I DS: 0.00 I7: 0.00 L. CE � s � .' a•.�°
�I 03/03/2017 J. R., Dpty Clerk S�y„a�o sTiUe/OKce ¢� / ` �� �
The foregoing instrument vias ackno�deCged b ore me ihis ot O day of�,20�by C����—� L' .rJ�C��� �� • � �
as O (type of aulhodry,e.g.,officer,Wstee,atlamey in facl)for �!� * • �
ca
(nam f,p�y or�behall o' .wh6m'nsWmeyl was e�ewled).
l/., !/ L/ 4f
Persanally Known❑OR Produced I nt�caG Notary SignaWr �[�«�r���'1���j \�r �f�`
Type o(Identificalion Produced �l-• �/ ►�G�e. Name(Print) ��T���E/l/ {� t�•� �
I pRULR 5 0'NEIL,Ph D PRSCO GLERK 6 COMPTROLLEF „ SHIHOEH K DEL COTTO
03/03/201 11:40am PG fa •"�s'.'P'o'e�,,
�! OR BK �504 �v � :+Q .�i Notary PuGllc-State ol Flodda
Comml�elon�FF.99Q581
?,1 • yy Comm.Esptrn Jun 29,2020
'�a 661dd t N�bn�1 No1r�Atm.
' wpdalalbcsl�olicecommencemenl_pc053048 �'
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