HomeMy WebLinkAbout12-13324 CITY OF ZEPHYRHILLS �
5335-8TH STREET
(si3)�so-oo20 13324
BUILDING PERMIT
Permit Number: 13324 Address: 5247 3RD ST
Permit Type: YADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of�llork: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-12600-0040
Improv. Cost: 22,500.00
Date Issued: 9/05/2012 Name: WHITE, PATRICK & JOAN KAY
Total Fees: 345.00 Address: 5247 3RD ST
Amount Paid: 345.00 ZEPHYRHILLS, FL. 33542
Date Paid: 9/05/2012 Phone: .(813 514-7512 -
Work Desc: ADDITION TO EXISTING STRUCTURE 20 X 10 �
MARTIN ELECTRIC � REROOF RESIDENTIAL � "�;pp- �
RYMAN ROOFING INC
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FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection
trips are neoessary due to any one of the following reasons: a)wrong address b)condemned work resulting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not posted on job site t) plans not at job site g) work not accessible.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that
may be found in the public records of this rnunty, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your properly. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of aommencement."
Complete Plans,Specifications Must Acoompany Application.All work shall be performed in acoordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
T T SIGNATURE PERMIT OFFI R
T EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
t.
` City of Zephyrhills
BUII.DING PLAN REVIEW COMMENTS
Contractor/Homeowner: j,� � , CD� �.�/D�
Date Received: � '?j���� -
M1 .
Site: ���1� ��� ��-
Permit Type: �C�fl��/��(�� �C� X/U �
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
,
, �� � � /1��< (. L� .n C
This comment sheet shall be kept with the permit and/or plans.
� ��-���- ,
Kal ' Swi —Plans Examiner Date �ontracto r Hom wner
(Required when co ts are present)
8�s-�8o-002o City of Zephyrhills Permit Application
Building Department Fax-813-780-0021
Date Received ,(�/
�^� f� Phone Contact for Permittln
�3 —t Sa _�� 8a5
Owner's Name �� � W
Owner Phone Number g�3-355-3�3$
Owner's Address 5�`tZ ,3ap ${_ �P�H ¢h�Lts �L 33��{,�
� Owner Phone Number
Fee Simple Titleholder Name �
Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS $a�-Z ?'.Qp S,� z e�� e `�� �
�'3�� LOT# �
SUBDIVISION
� PARCEL ID# ��` a•6- a�- V p�j� - 1'16oU - 0 0�{ (�
WORK PROPOSED � (OBTAINED FROM pROPERTY TN(NOTICE)
e NEW CONSTR ADD/ALT � SIGN
INSTALL REPAIR � 0 DEMOLISH
PROPOSED USE � SFR
TYPE OF CONSTRUCTION � COMM � OTHER -
Q/ BLOCK � FRAME C�
STEEL C �
DESCRIPTION OF WORK /-} lp� �
�� k �O � �d.o1��-�-�`,o r� e �'- �J ✓l
3UILDING SIZE �`1, �', � �j'j� ��'
SQ FOOTAGE a i� HEIGHT S�
�UILDING
$ '�'� l S�C7 VALUATION OF TOTAL CONSTRUCTION
DELECTRICAL $
AMP SERVICE � PROGRESS ENERGY
�PLUMBING � WR•��
$ �!
�MECHANICAL $ � �r��(��
VALUATION OF MECHANICAL INSTALLATION � /,/ �''�
[�GAS � ROOFING n,
VISHED F L O O R E L E V A T I O N S � SPECIALTY C 7 OTH E R � v��
FLOOD ZONE AREA �YES NO
7LDER � ii � I
�NATURE -` �"� COMPANY � n�(�,.` �"o�bd f K�
„°.---- �. T
REGISTERED �'`�� i `�'�C -
Address � ( Y� N FEE CURRE� Y/N
'! 3 S 2, r 1�t.Ill ��..3 sc�
License# C�L�r'j_��-1-1 l
:CTR�CIAN
NqTURE l� COMPANY --
M/�Q.T1JS �`F(�T�IL.
REGISTERED
Address Y� N FEE CURREA Y/N
MBER
�icense# ���O v l 3 �i��
JATURE COMPANY
REGISTERED
Address Y� N FEE CURRE� Y/N
HANICAL
License# �
ATURE COMPANY
REGISTERED Y/ N
�ddfess FEE CURRE� Y/N
R Llcense# �
�TURE � ���' � • 1� COMPANY � M,q1J
_ -.�-_ " � �e�r-�►-�G� � T-�c..
/ REGISTERED Y/ N
ddress 3`jy(�j ,S� �' FEE CURRE� Y/N
�• Z�� �Hl�l.$ �L335y� License# C,C.C, � ���50
ENTIAL Attach(2)Plot Plans;(2)sets of Building Plans,(1)set of Energy FoRns;R-O-W Permit for new constr �
Minimum ten(10)woricing days after submittal date. Requi�ed onsite,Construction Plans,Stormwater Plans w/Silt Fence in
Sanitary Facilities 8 1 dumpster;Slte Work Permit for subdivisions/large projects uctlon,
ERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W permit for S���ed,
Minimum ten(10)working days afler submlttal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence in
Sanitary Facilides&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet comclancection.
ERMIT Attach(2)sets of Engineered Plans. stalled,
'""PROPERTY SURVEY required for all NEW construction. P
�ns:
out application completely.
ner 8 Contractor sign back of application,notarized
ver 52500,a Notice of Commencement is required. (A/C upgrades over;7500)
�nt(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
iE COUNTER PERMITTING (Front of App►(��on Only)
f shingles Sewe�s Service Upgrades A/C F.ences(PloflSurvey/Footage)
�eways-Not over Counter if on public roadways..needs ROW
NOTICE OF DEE
D RESTRICTIONS: The undersigned understandsit ned a's u es espons biiby for c mpl annce tw th any
which may be more �estrictive than County regulations. The under g
appiicable deed restrictions.
ENSED CONTRACTORS AND CONTRACTOR R ESe�e��Bac'coEdance th s ate and Iocal egulationv olat on
UNLIC be required to b
contractors to undertake work, they may �aW� both the owner and contractor may be cited for a misdemeanorl for the
contractor is not licensed as required by
co County Building Inspection Division--Licensing Sectntractor s_s�g
under state law. If the owner or intended contrastor are uncertain as to what licensing requirements�m�ay ap )
intended work, they are advised to contact the Pa
� ion for which they will be responsible. If you, as the owner sign as the
8009. Furthermore, if the owner has hired a �ontractor or contractors, he is advised to have t e r vile es in Pasco
portions of the "contractor Block of this applica
contractor, that may be an indication that he is not properly licensed and is not entitled to permittmg p
Counry.
ees ma app�y to the construction of new buildings, change of
TRAN
SPORTATION IMPACTIUTILITIES IMPACT A�ID RESOURy E RECOVERY FEES: The undersi9ned f�89 07 and
that Transportation Impact Fees and Recourse Recov ry
use in existing buildings, or expansion of existiderstalnds9that such fees,'as may be dueyw I Ibe de�u't be t ahd p oe t°
90-07, as amended. The undersigned also un
permitting. It is further understood that Tra i s OWe��f e�easeaclf the p ojecRdoesr no Rnvol e a.certiPic te of occupancy or
receiving a "certificate of occupancy or fina p WaterlSewer Impact
ff Pasco County
final power release, the fees must be paid prior to permit issuance. Furtherm�i able Pasco County ordinances.
fees are due,they must be paid prior to permit issuance in accor dance with app
CONSTRUC
TION LIEN LAW(Chapter 713, Florida Statutes, a of he aF oridavConstruct on L en Law��Homeowner's
certify that I, the app�icant, have been p r o v i d e d w i t h a c o p y
of the above described document and promise in good faith to
Pro
tection Guide" prepared by the Florida Department of Agriculture and Consume�A ffairs. I f t h e a p p i i c a n t i s s o m e o n
othe�than the "owner", I certify that I have obtained a copy
deliver it to the"owner" prior to commencement. lication is
CTOR'SIOWNER'S AFFIDAVIT: I certify that all the onst uction!zoning anld aa d developmentn Appt all wor
CONTRA licable laws regulating c
will be done in compliance with all app�
eb made to obtain a permit to do work and installo`k will be perfoemed'toemleett standards of all laws"aegul aalso
her y
commenced p�ior to issuance of a permit and that al W a � to the intended work, and that it is
re ulations, and land development regulations in the jurisdiction.
construction, County and City codes, zoning 9 encies may pp Y
certify that I understand that the regulations of other government ag Wetland Areas and Environmentally Sensitive
s onsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
my re p ress Bayheads,
Department of Environmental Protection Cyp
Lands, WaterlWastewater Treatment. ress Ba heads, Wetland Areas, Attering
_ Southwest Florida Water Management District-Wells, Cyp Y
Watercourses.
Army Corps of Engineers-Seawalls, Docks, Navigable aterways.
_ De a�tment of Health 8� Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
P
Septic Tanks.
US Environmental Protection Agency-Asbestos abatement.
Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill: ermitted.
Use of fill is not allowed in Flood Zone"V"unless expre���IsPunderstood that a drainage plan addressing a
If the fill material is to be used in Flood Zone "A", a rofessional engineer
"compensating volume" will be submitted at time of permitting which is prepared bY p stem wall
licensed by the State of Florida.
If the fill material is to be used in Flea onl�to fil�l the a ea w'thin thetstem�v miited building usmg
construction, I certify that fill will be us Y be cited for violating
area, I certify that use of such fill will not adversely affect adjacen
If fill material is to be used in any erties, the owner may
properties. If use of fill is found to adversely affect adjacent prop
conditions of the building permit issued under the a an se equired aPplication, for lots less than one (1}
the f��, an engineered drainage p
acre which are elevated by
GENT FOR THE OWNER, I promise in good faith hatna�separat permit may be req u ed for'electr cal�work,
If I am the A lication. A
this affidavit prior to commencing construction. la nd�erso her installations not specifically included in the app'
plumbing, signs, wells, pools, air conditioning, g
permit issu
ed shall be construed to be a license to proceed with the work and not as authority to violate, cancel, a ter, or
' ns of an codes. Every permit issued shall become inva�
an rovisions of the technical codes, nor shall issua�nce of ay ermit prevent the Building Official from t ere a er
set aside y p
requiring a correction of errors in plans, construction or vio a onths after the time the work is commenced. An extension
work authorized by such permit is commenced within six months of permit issuance, or if work aut or�nstrat
unless the y da s and will demo
the permit is suspended or abandoned for a period of six(6) m
may be requested, in writing, from the Building Official for a per'iconsecutive days,the job(s�con dered abandoned.
justifiable cause for the extension. If work ceases for ninety�90�OTICE OF COMMENCEMENT rVIAY RESULT IN YOUR
WARNING TO OWNER: YOUR FAILURE TO RECORD A N UR NOTICE OF COMMENCEMENT.
PAYING TW�CE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSUL
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING Y r_
-._....�
FLOR�DA JURAT(F.S 117 0 „^g/CpNTRACT
�/\ Su�c�ed,a� b to(o a befo �.
pWNER OR AGENT b re me thls -Z y
Subscrlbed and swor (or a �o�S a�e per�onallv known to me or haslhave produced
by as idenGficaUon.
Who is��personally known to mas Identlficadonroduced
s � Notary Public
N ry Public �
1 . + �„ •�.
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Com ssi . •*' , ,,�, �����o�
s� •=�:'� g�.rx,s,.�r�1twF''n , ted�4C6�E1P1�BOGES
�r •a�;,•�" ------ Name of Notary
Name of N ,p n ed or s�d ;.; :: Commission#EE 040520
;�.,��a_ E�cp�res Qecember 12,2014
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2012133916 IIIII
Effective: (�����,Z011 Rep!:1453323 Rec: 10.00
Rea'm to: DS: 0.00
IT: 0.00
08/08/12 D. Bonilla, Dpf.y Clerk
� State of Flor' a ����F GOl�iil���c-
County of s� �
Permit No.
� The undersigned hereb T�Folio No. �
Chapter 713,F�orida S y g���s notice that im
cmuhs,the followfn �nfa Provement will be made to
8 rmation is provided in this Notice og ��° na1 pfOPe
�' Commencement: �' and in accordance with
Description of Prop��y,:
32N7 3eo ���descri�rtion ofprope�,�sheet address ifavailable).
2• Genere�des��pd�af,mD�ovement�
���-8S$c{�
3. ��PRp1f, a���CI p� G'ri�oF ZL`.PHYR Hl4l,S
Owner Inform�on or Lessee info �DD►�e,� g�oc.K �� o �'� �'y 5y L T� y �y�r
rmation ifthe � 66�� � 6� odt 73�'l6
Lessee contracted for the lrnpro��ment
a. N�e�d Address: J'oA ��?�
b. Interest in Pro �Z 3RO c+ce�,
�' NamNaddross of�: 7 Ea
fee simple titleholder(ifdif�'erent frptt� ��5� F�. 33��
a. Owner lieted ebove):
Contraccor:
' , a• Name at�d Add
ress: �MA11
g�,��� S N c?Q�.i
b. num ..�'��4 z.�.T�o N �w,L.
Phone ber: �
���RV F,�"+l 2
5. Surery(�geppliceb�q a copy of PaYment o ���` �� 3 3SI l
� bond is attache�: .
N+ame and Address; ��Ar
b. Phone number
Amount of bond. $ . �/n
--�,LLL
6' Lender: � PRULA S 0'NEIL,Ph D PqSCO CLERK 8 COMPTROLLER
a. Name and Address; 08/08/12 P121�V 1 � �,Q5
_��� OR BK � pG
b. Phone numb�; ��
�
s�'��provid� P��$��in�State of Fiorida desi
bY Section 713.13(lxa)7,Florida S �eted by Owner u
a. end add �ces: Pon whom notices or other documenks may be
Narno A r!-
ress: �_Lv Lfl-
b phone n
umbers of desig���:
8' a ��
In addition to himself or hersel
Statutes. to receive a,cApy of the Li����•���� � of
ffi Providedin ection 713.13 I
b. ()N),Florida
—p=number ofPerson or enti�y desigoete�bY ovmer:
9 �P�retion date ofnotice of co�
construction a�d final a .
. H!ARNDVG p 5�nent,but will be 1 yeer�om tlieedat�e�frecord'm�iretion date maY not tie before the
TO OW►�R: qNY PAY B unless a diffeerent date is s COmpl�On of
1HENTS MqDE BY P�ified)
C011�,I�CE�T ARE CONSmERED ��W�R�ER TF���TION OF
�ROPER pqyJ��,s�DER �N�CE OF
�ORIDA STA C��AF''I'ER 713,P
��,A�C'���I.T IN YOIIIt PAywG '�T I,SEC�'IUN 713.13,
_ A N�7'ICE OF Cp�NCE�� TWICE FOR IIHpRO
M[JST BE RECpRD ��NTS TO YpUR PROPERTY,
MSPEC7'[�N. IF YOU IN7END TO OBTA/N FJN ��D�S�ON TfiE JOB S
f1NCING,CONS �BEFOR��F�T
BEFORE Cp�C�G WO �,T W1
RK OR RECpRpING YO TH YOL7R LENDER OR AN q�RNEY
Under pe��t��of �NOTTCE OF CO�N�
Peq�ry,I deciaro that I have road the forcgoin �
�^'0�O�he best of my�oR,�� g N��ce of Comm
a 8�and belief. ��me"t end U►at the fa
�tc stated in it are
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� '4 r�zed OfiicedDirt���a�'S orLessee's
STATE OF 'F Loyt� �er)
COtJNTy OF }�_ �� e: - .
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Residential Division
License # CB C035134
INC.
July 13, 2012
Ms.Joan White
5247 3`d Street
Zephyrhills FI 33542
RE: 10'8"x 19'8" Room addition
Ryman Construction will provide the following specifications and�onditions as follow:
General conditions:
• Provide a complete set of blueprints for permitting addition in Pasco County
� Provide all necessary building permits I ,
• Provide adequate supervision on the job on a daily basis
• load and remove all construction debris from site as it accumulate
• Provide temporary Port-O-let service for workers
• Provide one year warranty on materiafs and labor •
• Final cleaning of upon completion
• Owner to provide use of existing water and electric duri^ ,.onstruction
Excavation
• Remove existing 10'x 19'concrete slab and haul away
• Scrape area of vegetation in addition area and remove
• New slab elevation to be approx.2" high than existing s��=�
• Final hand grade of exterior upon completion
Concrete and Masonry
• New slab to be a 4"monolithic pour with termite treatmewt per code
• Footers to be designed to meet current codes �
• Concrete slab to be 4"thick 3000 psi with fiber-mesh
• Provide termite treatment of new addition to code
• Welded wire mesh on chairs over visquine
• Exterior walls to be 8 ft tall and of 8"x8"x16"concrete blc::k -
• Poured lintel and down cells per plans '
• Truss anchors embedded in bond beam to secure trusses�ier code
• Exterior finish to match existing wall finish (struck blockr� �
Framing����u►t�lS .S�k' S� �Oa:�—:d• S�A�B ��
• Pre-engineered trusses with flat ceilings � �
• New roof to tie into existing roof line with gable
Initial
36413 SR 54 • Zephyrhills, Florida 33541 • Telephone 813/782-0825 • Fax: 813/788-6773
www.rymanconstruction.com
I ,
• Trusses to be covered with osb board, felt, and shingles to�match existing roof
, • All�wood that touches masonry to be pressure treated or plated
� Sub facia to match existing facia
• Soffit on new addition to match existing home ' �
• Includes replacing up to 16 lineal feet of rotten fascia on existing home
Roofing
• New peel and stick underlayment and shingles t match e,xisting roof
• Ridge vents as needed .
Windows � �
• Install windows per code, a total of four windows. (doub,�e�pane,single hung)
Finishes � �
• Includes one new e te�o�r d��d�f ad���E�
• Interior of walls to be dry walled to match existing finish and pain d w�ith 2 oats of inteJrCior� ` ���
latex paint �°��"'
• All baseboard to match existing trim
• Includes wall insulation and ceiling insulation to code
• Paint exterior of block addition only,with latex based pai�t. Color to be determined
� �Rih{�- �,v
Plumbing S�Q•b �l`�er �,,•;�.� c.e r►c I'.c,�(..
, S,Q�
• N/A
Electrical ;
• To code and per plans
• New addition shall have two ceiling fans I '
• $250 allowance for electrical fixtures .
• Existing electrical panel to be utilized
• Price includes relocation of existing electrical service
� Location of new meter to be determined by Power Compahy
Heating and Cooling
• Run existing A/C duct in block wall though trusses of new addition and into ceiling
• A/C shall meet standard building codes '
Not included in bid � '
• Surveys
• Impactfees
• Landscaping and sod '
Initials
Contract Change orders �
• Owner may at any reasonable time during the progress of ihe work, by and order in writing,
agreed to and signed by both parties, make any alteration to the plans and specification,and the
work shall then be executed according to conformance with an executed change order and paid
for in advance. If the change is a deletion the amount shal�!be credited against the final
payment.There will be a$250.00 administration fee for e�ch change order
Commencement Date and Protection 4 ;
• The contract amount has been determined as of the contract date. Because of the periods of
inflation in the building industry, builder will only guarantee that amount for 45 days from
Contract date. If any problems arises which delays commencement through no fault of builder,
there may be an additional amount added to contract.This figure will be determined at the time
that construction commences.At that time, if builder requests a price increase n writing,owner
has their option of canceling the contract by a letter in writing to the builder within ten (10)
calendar days from the date increases requested.
According to Florida's Construction lien Law(Section 713.001-713,37-,Florida Statues),those who work
or provide materials and services and are not paid in full have a right to enforce their claim for payment —�,
against your property.This claim is known as a construction lien. If you contractor or a subcontractor
fails to pay subcontractors,sub-subcontractors, or materials suppli�rs,those people who are owed
�
money may loot to your property for payment, even if you have aiready paid your contractor in full. If '
you fail to pay you contractor,you contractor may also have alien on your property.This means if a lien Z'��
is filed your property could be sold against your will to pay for labc��-, materials,or other service
your contractor or a subcontractor may have failed to pay.To prt: Lct yourself,�} s ipulate in
the contract that before any payment is made,your contractor is t t quired to provide you�th a written
release or lien from any person or company that has provided to y;.0 a"Notice to Owner." Florida's
Construction Lien Law is complex,and it is recommended that you�consult an attorney.
I herby propose to furnish all materials abor in c ordance with the above specifications and
conditions and per plans for the su f$22,500.00- enty Two Thousand, Five Hundred Dollars and
00/00. -
L__._._
. - � '
Payment Schedule
• 209�oat signing of agreement($4,500.00)
• 2090 at pouXi�g of concret�stab E$4,500.00)
• 25Y at setting of trusses($5,625.00) '
• 20%at rough electric, mechanical,framing and roof shingl�($4,500.00)
• 15� upon completion ($3,375.00) �
We agree with the above specifications and payment schedule. By our signatures below you are
, horized to begin the wo k '
� -
J an VVhite d, � I� �'���
/ ate
� � ��a ,
Ryma ructi p./date
1
I
� ;
Pasco County Parcel: 11-26-21-0010-12600-0040 001
Page 1 of 2
Data Current as Of: Weekly Archive - Saturday, August 04, 2012
Parcel ID 11-26-21-0010-12600-0040 (Card: 001 of 001)
Classification 01 - Single Family
Mailing Address Property Value
WHITE JOAN KAY& Ag Land
WHITE PATRICK R $0
5247 3RD ST Land $15,120
ZEPHYRHILLS FL 33542-4031 Building $28�087
Physical Address Extra Features $i6,37�
5247 3RD ST
ZEPHYRHILLS FL 33542-4063 )ust Value $59,584
Assessed (Save Our Homes) $59,584
Leaal Descri�tion (First 4 Lines) Homestead 196.031
�e Plat for this Subdivision Non-School Additional Homestead Exemption - �25,000
- $9,584
CITY OF ZEPHYRHILLS PB 1 PG 54
IOTS 4&5 BLOCK 126 Non-School Taxable Value $25,000
OR 6621 PG 69 School District Taxable Value ;34,584
OR 7346 PG 970 Warning; A significant taxable value increase may occur when sold.
Click here for details and info. regarding the posting of exemptions.
La ail (Card: 001 of 001)
Line Use Description oning Units Type Price Condition Value
�� 0100 SFR OR 8,400.00 SF $1.80 1.00 $15,120
�
ditional Land Information
Acres 0.19 Tax Area 30ZH FEMA Code AE i i �
HLHLP2
Buildina Information - Use O1 - Single Family Residential (Card: 001 of 001)
Year Built 1973 Stories
Exterior Wall 1 Concrete or Cinder Block Exterior Wall 2 N ne
Roof Structure Gable or Hip Roof Cover
Interior Wall i Drywall Asphalt or Composition Shingle
Interior Wall 2 None
Flooring i Carpet Flooring 2 None
Fuel Electric
A/C Heat Forced Air- Ducted
Central Baths 1.5
Line Description �, F�
1 Repl.Cost New
FEP
2 � 170 $4,385
3 � 768 $28,301
q � 72 $663
312 $4,606
Extra Features (Card: 001 of 001)
Line Description Year
Units Value
1 ��W� 1973 598
Z LF N E $321
C E C 1990 2,150 $758
3 PTD 1986 50
4 �� 1986 1 $64
5 $107
F� 2009 440 $15,127
Sales History
Previous Owner DENTON DANIEL] &ELIZABETH A
Month/Year Book/Pa e DOR
9 Type Code Condition Amount
O1/2007 7346/0970 Quit Claim��
Deed Improved �p
09/2005 ��� �124,900
Warranty Improved
hrip:��www.appraiser.pascogov.com/search/parcel.aspx?sec=11&twn=26&rng=21&sbb=00... 8/8/2012
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j POUR 5LA5 TO SAME ELVATION
A8 IXISiN, TING HOUSE FIN'�.SH FLOOR
3ARAGE FIN181-1 FLOCR
NORTH ELEVATION 1/411 = 11 011
11 PAINTED STRUCK BLOCK I
POUR SLAB 'O SAME ELVATON
AS EXISTING HOUSE FINISH FLCOR
GARAGE FINISH FLOOR
-- -- -- ^- -- r- r- r - -r -- -- r- -r--r- T-
50UTH ELEVATION 1/411 = 11 011
E,45T ELEVATION 1/411 = 11 011
ELECTRICAL LEGr=ND 1
y� SWITCH
110V LIGHT
CAN BE CEILING
OR WALL (TYP)
CEILING
110 Y FAN W/ LIGHT
ALL ELECTRICAL OUTLETS IN BATHROOM$, KITCHEN, (WITHIN 6' FEET OR SINKS), GARAGE AND AT
EXTERIOR LOCATIONS SHALL BE WIRED INTO A GROUND FAULT INTERRUPTER "GFI" CIRCUIT
ALL REMAINING OUTLETS IN HOME TO WIRED INTO A ARC -FAULT INTERRUPTER "AFI" CIRCUIT
SMOKE DETECTORS SHALL BE PLACE IN EACH BEDROOM AND IN HALL WAY AREAS ADJACENT
TO BEDROOM AND OTHER LIVING AREAS
CARBON MONOXIDE ALARM MUST BE INSTALL WITHIN 10'0" OF EACH ROOM USED FOR SLEEPING PURPOSES
WHEN BUILDING HAS A FOSSIL FUEL BURNING HEATER OR APPLIANCE, A FIREPLACE OR AN ATTACHED
GARAGE ,
GROUND WIRE FORM REBAR TO ELECTRICAL PANEL PER N.E.C,
PRODCUT CATEGORY
APPROVED PRODCUT LIST
SUB CATEGORY MANUFACTURER
STATE OF FL.
APPROVAL"
STRUCTURAL COMPONET
HETA20
SIMPSON
FL 11413
STRUCTURAL COMPONET
LINTEL HEADER
CAST CRETE CORP
FL 158.1
STRUCTURAL COMPONET
POWER BOX LINTEL
POWERS STEEL t WIRE
FL 113811
ROOFING
ASPHALT
GAF SINGLES ALL
FL 10124.1
ROOFING
030 FELT
ATLAS ROOFING
FL 11915.1
SOFFIT t FASCIA TRIM
SOFFIT
WOOD
N/A
SINGLE HUNG
WINDOWS
NON IMPACT
PGT INDUSTRIES
FL 239.1
EXTERIOR DOORS
SWINGING
PLAST PRO
FL 15221,1
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREE$ TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT. THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
m
a
v
cr
FLOOR FLAN 1/411 _ 11 OII
ALL EXTERIOR LUALL , ACT AS 5HEAR WALLS
THESE ADDITION CONSTRUCTION DR+:: " 3 3 WERE DF8'uNED TO CCMPLY
WITH ALL OF THE LCADING REQUIR -1 - sFCTICN !CO3 "STRUC ?URAL°
OF THE FLCRIDA BUILDING CODE 2010 - - EXISTING BUILDING
.1z
ELECTRICAL FLAN 1/411 = 11 O11
AL NOTES FOR ADDITIONS
CAL RODE FROM FOOTINGS
O TOP OF WALL PLACED AT
tNERB, EACH 810E OF ALL
8 AND SPACED MAXIMUM
6" O' or-,
ECTRiCAL SERVICE WILL NAVE TO
TRICAL CONTRACTOR PRIOR TO
AL WCRK EEING STARTED, IF THE
NOT HANDLE LOAD FROM THE NEW
WILL HAVE TO 8E UPGRADED TO
: Cr FLCR'DA BUILDING CODES.
E WILL HAVE TO HAVE SMCKE
ECTICN 1004 OF THE FLCRDA
3 BUILT iNG5 AND R3C R3!3.2
0
19' O"
A6 E3UILT FLOOR FLAN 1/411 = 11 011
1/2" CDX OR 1/16" OSB ROOF SHEATHING
NAILED PER ROOF SHEETING DETAIL WITH
SD RS NAILS, USE STEEL PLYCLIPS AND
APPROVED UNDERLAYMENT WITH SHINGLES,
RIDGE VENT
ENGINEERED ROOF
SEE ROOF TRUSS PLAN TRUSSES 24" Or-
IN ALC ATTIC AREA
1/2" CEILiNG TYPE
2X4 WOOD SUB FASCIA WITH 1X6 O GYPSUM BOARD _
WOOD FASCIA AND PLYWOOD SOFFIT _
WITH 4 ROUND VENTS ® 24 OC "� ���j�il���l� JN�'���
SINGLE BOND AM WITH (l) » _ 11 Z �'rir U A -00
SEE LINTEL CHART REBAR CONTINUOUS TIED TO ALL tV��fn 3
VERTICAL RODS
ALUMN S.H. WINDOWS
3/4" P,T, FURING WITH 3/4" TUFF R
INS ,�
INSULATION BOARD AND 1/2 GYPSUM O Slllllax1jd3L �a 113
MASONRY SILLS Q;yy "3��0� }12113 = } , �11`d�19�dd
:3/ ��,0.117Q�Q1� dI�0��1'1�HSx�01"A'11d
TYPICAL 4" CONCRETE SLAB WITH WIRE
FIBER OR
EAN COMPACT T I TE
TERMITE TREATED SOIL
16" X 12" FOOTINGS WITH
(2) 05 REBAR ON CHAIRS
"5 VERTICAL RODS FROM
FOOTINGS TO BOND BEAM
1 i
WITH 25" LAP MINIMUM
12'
81 011 BLOCK WALL r.)ETAIL
NOT TO SCALE
I HERE CERTIFY T.. _HPVE REV�W� THE ATTACI -ED
DE2 qjC _"$ AND r&RD 4T%Td EE IN CO!`;iPCT6ANGE WITH CHAPTER
6,.CECTIpN 1609 OF THE FLORIDA E3.a1695 CODE AND ABLE
l -I2 F�Rj 131 MPH BPE RISK CATEGtC R`F II AND THE ENTIRE
203 FI ORIDA BJILDIN CODE REBIDFTJIL
i , i
'Tf�T1; CF
4F?:E. L _ENBE NO. 38654
.'; .J7,f ��}ZADE CITY, FL 33526
QQ
I
cr
LINTELS ON THIS PROJECT ARE AS SPECIFIED ON THIS
CHART UNLESS NOTED ON FLOOR PLAN 13Y OPENING
LINTEL LOAD CHART C iro" DEEP SECTION
CLEAR SPAN
CONCRETE U LINTEL
"POWER" STEEL
REBAR TIED TO ALL VERTICAL RODS
4381 PLF ( UNFILLED )
1010 PLF L -2
2' - 2"
3435 PLF ( UNFILLED )
6626 PLF L -2
2' - 8"
2111 PLF ( UNFILLED )
5236 PLF L -2
3' - 2"
2332 PLF ( UNFILLED )
4508 PLF L -2
4' - O"
1835 PLF ( UNFILLED )
3535 PLF L -2
4' - 6"
1624 PLF ( UNFILLED )
3154 PLF L -2
5' - 2"
2133 PLF to
2146 PLF L -2 ••
2"
2211 PLF ••
2238 PLF L-2 it
O"
1381 PLF ••
2025 PLF L -2 ••
8' - O"
1123 PLF is
1168 PLF L -2 ••
9' - 2"
1489 PLF to
1545 PLF L -2 ••
10' -oil
1354 PLF is
1414 PLF L -2 ••
10' - 8"
1211 PLF to
1325 PLF L -2 ••
11' - 2"
1200 PLF to
1230 PLF L -2 ••
i2' - O"
1109 PLF ••
1118 PLF L -2 ••
12' -011
1044 PLF to
1116 PLF L -2 ••
13' - 4"
1398 PLF •• P
1381 PLF L -2 •• SL - 1
14' -01-
1321 PLF •• P
1321 PLF L -2 •• 8L - I
16' - O"
1152 PLF •• P
1048 PLF L -2 to SL - 1
18' - O"
1016 PLF •• P
828 PLF L -2 •• SL - I
18' - 8"
311 PLF to P
110 PLF L -2 •• SL - I
201-01,
816 PLF •• P
629 PLF L -2 to SL - I
22' - 8"
189 PLF it P
523 PLF L -2 to SL - 1
•• - DENOTES 05 REBAR X CONT, PLACED IN BOTTOM COURSE AND
16" DEEP BEAM POURED SOLID WITH 2500 PSI CONCRETE,
•• P - DENOTES PRE STRESSED U LINTEL WITH 05 REBAR X CONT,
PLACED IN BOTTOM COURSE 4 16" DEEP BEAM POURED SOLID
WITH 2500 PSI CONCRETE
r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
I I
USE (1) 5IMP50N NET420 STRAP AT CNE
S+DE OF ALL ROOF TRUSSES AT BLOCK
WALL. FILL NAIL HOLES WITH IODXI '/2" ROOF I RUSS PLr"'tN 11411 = 11 OII
NAILS.
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND THEREFORE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSES (INCLUDING REASONABLE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OGGUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
RE7�AIR8 OR DELAY TO THE GONSTRUGTION
8" X 3" X 16" KNOCK OUT BLOCK
TOP COARSE WITH 1 05 HORIZONTAL
REBAR TIED TO ALL VERTICAL RODS
J
� ✓✓ 8" X 8" X 16" KNOCK OUT BLOCK
OVER POWER STEEL LINTELS, WITH
I EACH •5 REBAR IN THIS COARSE
WHEN SPAN OF LINTEL IS OVER 12'4"
POWER STEEL LINTEL DETAI
STANDARD PRECAST DETAIL
2" X 8" RIDGE BOARD
CONT, 2 "X4"
U51- "RT3" OR -
51MP60N "H3"
HURR, 5TRAP 0
48" O,C, TYP,
2 "X4" NAILER5
(TYP,)
DRILL I" X 6" HOLE INTO EXISTING BOND BEAM
AND EPDXY •5 REBAR FROM NEW BOND E
INTO EXISTING BOND BEAM,
DRILL I "X6" HOLE INTO EXISTING WALLS 2
AND EPDXY •5 REBAR FROM NEW BLOCI
INTO EXISTING BLOCK WALL. REBAR TO I
LONG WITH 6" INTO EXISTING WALL 6" IN T
BLOCK WALL
DRILL I" X 6" HOLE INTO EXISTING FOOTI1
AND EPDXY •5 REBAR FROM NEW FOOTINGS
INTO EXISTING FOOTINGS
2 "X4" VERTICAL SCAB T 48" O,G,
(MAX,J CONN, W/ 4 -160 NAILS V
TOP E USP "RT3" OR SIMPSON "H3"
HURRICANE CLIP AT BOTTOM,
2" X &" (02 YELLOW PINE)
RAFTERS m 24" O,C,
U5P "RT3" OR
51MPSON "H3"
HURR, STRAP m
EACH END
NEW BLOCK WALL TO EXISTING WALL DETAIL
NOT TO SCALE
2" X 8" RIDGE BOARD
VERT, SCAB
BEVEL CUT—��
TYP. \
CONT, 2 "X4"
NAILER TYP,
(2 -16D NAILS
PER TRUSS) i
U51P "RT3" OR
51MPSON "H3"
HURR, STRAP v
48" O,C, TYP,
SI1'1PSON H3 FRAMING
ANCHOR TYP,
�— ROOF SHEATHING
SECTION 11,411-11,411
END NOT EXPOSED TO WIND
ROOF VALLEY D TAIL
NOT -TO -SCALE
STUD SPACING
L- BRACING
3" X e" X 16" KNOCK OUT BLOCK
(1) 2 X 4
L BRACING
TOP COARSE WITH 1 05 HORIZONTAL
(2) 2 X 6
L BRACING
REBAR TIED TO ALL VERTICAL RODS
r-: 2
4'-5" TO 8'0"
8'O "- 12'0"
12'0" TO 16'O"
✓
8" PRECAST LINTEL BLOCK
0' -0" TO 4'0"
4'0" TO 1'0"
OVER ALL OPENINGS, I EACH
10'0" TO 14'0"
4.
"5 REBAR IN THIS COARSE WHEN
0�
o
SPAN OF LINTEL OVER 5'2"
STANDARD PRECAST DETAIL
2" X 8" RIDGE BOARD
CONT, 2 "X4"
U51- "RT3" OR -
51MP60N "H3"
HURR, 5TRAP 0
48" O,C, TYP,
2 "X4" NAILER5
(TYP,)
DRILL I" X 6" HOLE INTO EXISTING BOND BEAM
AND EPDXY •5 REBAR FROM NEW BOND E
INTO EXISTING BOND BEAM,
DRILL I "X6" HOLE INTO EXISTING WALLS 2
AND EPDXY •5 REBAR FROM NEW BLOCI
INTO EXISTING BLOCK WALL. REBAR TO I
LONG WITH 6" INTO EXISTING WALL 6" IN T
BLOCK WALL
DRILL I" X 6" HOLE INTO EXISTING FOOTI1
AND EPDXY •5 REBAR FROM NEW FOOTINGS
INTO EXISTING FOOTINGS
2 "X4" VERTICAL SCAB T 48" O,G,
(MAX,J CONN, W/ 4 -160 NAILS V
TOP E USP "RT3" OR SIMPSON "H3"
HURRICANE CLIP AT BOTTOM,
2" X &" (02 YELLOW PINE)
RAFTERS m 24" O,C,
U5P "RT3" OR
51MPSON "H3"
HURR, STRAP m
EACH END
NEW BLOCK WALL TO EXISTING WALL DETAIL
NOT TO SCALE
2" X 8" RIDGE BOARD
VERT, SCAB
BEVEL CUT—��
TYP. \
CONT, 2 "X4"
NAILER TYP,
(2 -16D NAILS
PER TRUSS) i
U51P "RT3" OR
51MPSON "H3"
HURR, STRAP v
48" O,C, TYP,
SI1'1PSON H3 FRAMING
ANCHOR TYP,
�— ROOF SHEATHING
SECTION 11,411-11,411
END NOT EXPOSED TO WIND
ROOF VALLEY D TAIL
NOT -TO -SCALE
STUD SPACING
L- BRACING
NO
L- BRACING
(1) 2 X 4
L BRACING
(2) 2 X 4
L BRACING
(2) 2 X 6
L BRACING
16"
0' -0" TO 4'5"
4'-5" TO 8'0"
8'O "- 12'0"
12'0" TO 16'O"
24"
0' -0" TO 4'0"
4'0" TO 1'0"
1'0" TO 10'0"
10'0" TO 14'0"
NO ANGLE BRACING REQUIRED WHEN
GABLE 15 NO MORE THAN 24" TALL IN 2X4 OUTRIGGERS AT 24" OC
CENTER CONNECT OUTRIGGERS TO
GABLE WITH SIMPSON H2,5
BACKNAIL W/ (2) 160 NAILS
2X4 WEB BLOCKS NAILED IN BETWEEN
WEBS WITH (2) 16D NAILS EACH END WITH
(6) 16D NAILS AT EACH END NAIL TO 2X4
2X4 ANGLE BRACING AT 48" OC ALONG
GABLE END NAIL ENDS TO 2X4 BLOCKING
WITH (2) 16D TOE NAILS
1/2" CEILING BOARD
43 PESREE6
MAXIMUM
R1155E5 BELOW SHEATHED
RIOR TO VALLEY FRAMING
6TALLATION,
X 6" (02 YELLOW PINE)
VALLEY FRAMING (TYP,)
COMMON TRU55
NOTE:
NO DROP GABLE NEEDED
WHEN OVERHANG 18 12" CR
LESS
4 -16D TOE NAILS -0
RIDGE BOARD END
MAX, 24" OVERHANG
/ NOTE, NO L BRACING REQUIRED WHEN
PEAK OF GABLE 1$ 4'0" OR LESS
"L" BRACING TO EXTEND AT LEAST 90 q.
OF WEB LENGTH ( SEE TABLE ABOVE )
STEP DOWN GABLE TRUSS WITH ONE LAYER
1/2" CDX SHEATHING OR 1/16" 085 NAILED
4" OC WITH 8D COMMON NAILS
\ ATTACH BOTTOM CORD OF GABLE TRUSS
C TO 2 X 6 PLATE WITH 16D NAILS 6" OC
MIN 2 X 6 P.T, PLATE WITH
1/2" X e" ANCHOR BOLTS
AT 24" OC,
2X4 NAILER ATTACHED TO BOTTOM
CORD OF GABLE TRUSS AND COMMON
TRUSS WITH 2 EACH 120 COMMON NAILS
AT EACH UPRIGHT MEMBER OF GABLE
GABLE END BRACING DETAIL
JEEN
a
4
cr
T1
4
U)
w
e
0
2x4 CRO55- 51RACING a RIDGE
20' -O" MAX
7
FOUNDATION PLAN 1/411 11 011
ROOF EDGE
5, -O"
iA
3
O
O3
O
0
OG�
0�
o
O
O
O 1
4
O
RIDGE
O
Q
X—><
O
O
QQ
a�2
O
Ix
O
2
U
-I
3
4
DG
GABLE END
5 -O PARTIAL 8001= PLAN ' -O
ZONE O 8d RING SHANK NAILS AT 6" O,C, AT EDGES
8d RING 5HANK NAILS AT 12" O,C, INTERMEDIATE
ZONES O O 8d RING SHANK NAILS AT 6" O,C,, 4" O,C, AT
ROOF EDGES, RIDGE LINE, OR GABLE ENDWALL
NOTE: END JOINTS FOR SHEATHING SHALL BE STAGGERED
AND OCCUR OVER A FRAMING MEMBER,
ROOF 6HEATHING NAILING
NOT TO SCALE
TOP /BOTTOM CHORD GABLE
17END BRACING o 48" O.C, MAX
FOR THE FIRST 4 ROWS OF
TRUSSES (MIN 2X4 )
SEE TRU55 5Y5TEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
BRACING OR GROSS BRACING REQUIREMENTS
REa. MINIMUM TRUSS BRACING
Ul
V
CONT, BOTTOM CHORD
BRACING (1 "x4" MIN,) m
10' -0" MAX,
ILI
ca
0
CAL ROD& FROM FOOTINGS
O TOP OF WALL. PLACED AT
tNERB, EACH SIDE OF ALL
S AND SPACED MAxIMUM
�
; ��?:. .
I HEREBY �Ef3TIFY TH 1�� N�.YE'REVIEW IiATTACI -ED
1)E&IGNff;1.N FOUND IT TO BE IN COMPLIAN b U11TH CHAPTER
16, &ECT[Q,R,6 S OF THE FLQ RVA BUILDI*d CODE AND A-"'--E
1 -10 SPEED RISK CAIEGCRY AND THE ENTIRE
2010 FLORI43 BUILDING CODE RESIDENT «Q(1
St�TE CF ;a1:
e,
T,L. HAN6C? Jl �l r I 11K r-�SE NO, 38634
P.O. BOX 1128,ADE CITY, FL 33326
0
-I
0�
o
O
X—><
QQ
U
-I
DG
X
0
O�
-
0
0
-1
OQ
7f/
Cw3
TOP /BOTTOM CHORD GABLE
17END BRACING o 48" O.C, MAX
FOR THE FIRST 4 ROWS OF
TRUSSES (MIN 2X4 )
SEE TRU55 5Y5TEM ENGINEERING DRAWINGS FOR ANY ADDITIONAL
BRACING OR GROSS BRACING REQUIREMENTS
REa. MINIMUM TRUSS BRACING
Ul
V
CONT, BOTTOM CHORD
BRACING (1 "x4" MIN,) m
10' -0" MAX,
ILI
ca
0
CAL ROD& FROM FOOTINGS
O TOP OF WALL. PLACED AT
tNERB, EACH SIDE OF ALL
S AND SPACED MAxIMUM
�
; ��?:. .
I HEREBY �Ef3TIFY TH 1�� N�.YE'REVIEW IiATTACI -ED
1)E&IGNff;1.N FOUND IT TO BE IN COMPLIAN b U11TH CHAPTER
16, &ECT[Q,R,6 S OF THE FLQ RVA BUILDI*d CODE AND A-"'--E
1 -10 SPEED RISK CAIEGCRY AND THE ENTIRE
2010 FLORI43 BUILDING CODE RESIDENT «Q(1
St�TE CF ;a1:
e,
T,L. HAN6C? Jl �l r I 11K r-�SE NO, 38634
P.O. BOX 1128,ADE CITY, FL 33326
GFENFERAL NOTES:
THIS BUILDING HAS BEEN DESIGNED TO CONFORM TO THE 2010 FLORIDA BUILDING CODE 501L TERMITE TREATMENT:
AND THE 2010 FLORIDA BUILDING CODE - RESIDENTIAL.
TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITIGICES, INCLUDING PESTICIDES
T.L. HANSON A REGISTERED, LICENSED, FLCRIDA PROFE551CNAL STRUCTURAL ENGINEERING APPLIED TO SOIL, CR WOOD, BAITING SYSTEMS, CR OTHER APPRCVED PROTECTION LABELED FOR
COMPANY, HAS APPLIED "RATIONAL ANALY615" FOR THE STRUCTURAL DE515N CF THIS STRUCTURE, U5E AS A PREVENTATIVE TREATMENT TO NEW CONSTRUCTION,
THE BUILDING (INCLUDIN(:- ALL COMPONENTS AND CLAD0ING5) 5HALL BE DESIGNED FCR THE
FOLLOWING 6UPERIMPC6ED LOADS,
FLOCR5,
LIVE LOAD - 40 P.S.F.
DEAD LOAD - 10 P.S.F.
ROOF,
GARAGE 51-AB:
LIVE LOAD - 50 P.S.F.
DEAD LOAD - 10 P,6-F,
LIVE LOAD (TRUSS TOP CHORD) - 20 P.5.F,
DEAD LOAD (TRUSS TOP CHORD) - 10 P.5.F. (15 P.5.F. WHEN TILE ROOFING 16 INSTALLED)
DEAD LCAD (-RU65 BOTTOM CHORD) - 10 F,5-F.
455UMED TRU65 SELF WE GHT (DEAD LOAD) - 1 P.5,F.
WIND:
BUILDING IS DESIGNED TO CONFORM TO A6CE 1 -10, CHAPTERS 26 THRU 31: PER 2010 FLORIDA
BUILDING CODE, RESIDENTIAL - 5ECTION R301,2,1,1. AND 2010 FLORIDA BUILDING CODE
SECTION
WIND DE51GN 455UMIPT',ON5,
BUILDING EXPOSURE - B
BUILDING R15K CATEGORY - II
MEAN ROOF HEIGHT 30' OR LE55
HEIGHT t EXPO$URE ADJUSTMENT
COEFFICIENT - 1.0
ENCL05ED BUILDING
INTERNAL PRESSURE COEFF CIENT - ./- 0.18
WIND &FEED SHOWN AT THE BOTTOM RIGHT
CORNER OF THIS SHEET
ALL 57RUC7URAL ELEMENTS, EXTERIOR
LL'ALL5 AND INTERIOR WALLS SHALL BE
TYPE V CONSTRUCTION PER FBC 602.5
$OIL BEARING 4 COMPACTION:
COMPONENT t CLADDING WIND LOADS
BUILDING
ZONE
ROOF OVERHANG
LOADS
ALL OTHER
COMPONENT
LOADS
I
N/4
32.3/ -35.3
2
65.1
32.3/ -56.2
3
-110.6
-32.31-89.0
4
N/A
•35.3/ -38.2
5
N/A
•35.3/ -41.2
THEE PLANS WERE DRAWN BASED UPON AN ALLCW45LE 501L BEARING CAPACITY OF 2,000 P.51F,
(MINIMUM). THE CONTRACTOR /PROPERTY OWNER ARE RESPONSIBLE FOR VERIFYING THAT THE 50!L
CN THE SITE 15 PROPERLY PREPARED t COMPACTED $UCH THAT IT CAN SUPPORT A 2,000 P.S.F,
FOUNDATION LOADING.
T.L, HANSCN, A REGISTERED, LICENSED, FLORIDA PROFE56IONAL STRUCTURAL
ENGINEERING COMPANY: DE5iGNED THE5E FOUNDATIONS WITHOUT VISITING THE CONSTRUCTION 61TE
NCR PERFCRMING ANY 501L TESTING.
T.L. HANSON SHALL NOT BE RE511014151BLE FCR THE 51TE SOILS ABILITY TO SUPPORT
THE BUILDING LCAD&,
FOUNDATIONS 4 BLAB -ON- GRADE:
BUILDING 51TE $HALL BE SCRAPED TO REMOVE ALL ORGANIC MATERIALS WITHIN THE BUILDING AREA,
ANY ADDITIONAL FILL PLACED ON THE BUILDING PAD AREA, SHALL BE COMPACTED
SUCH THAT IT CAN ADEQUATELY SUPPORT A 2,000 P.$.F. FOUNDATION LOADING.
$LAB SHALL BE PLACED OVER A 6 MIL VAPOR BARRIER ON CLEAN, ADEQUATELY
COMPACTED AND TERMITE POISONED 5011-.
CONCRETE UTILIZED IN THE FOUNDATIONS AND SLABS 5HALL HAVE A MINIMUM 28 DAY
CCIh1PRE551VE 57RENGTH OF 2,500 P.5.1,
REINFCRCiNG STEEL 5HALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH 45TM A -615, LAP 5PLICE5, WHERE REQUIRED, SHALL BE A MINIMUM OF 25"
FOR 15 REBAR, 30" FOR 06 REBAR t 35" FOR 61 REBAR.
PLANS ARE ENGINEERED FOR A MAXIMUM 5TEMWALL HEIGHT OF 4 COUR5E5 (AFTER
FINAL 51TE GRADING), THE CONTRACTOR OR BUILDING OWNER SHALL DETERMINE THE
EXACT 5TEMWALL HEIGHT BASED JPON 51TE CONDITIONS PRIOR TO POURING THE FOUNDATION
AND CONTACT ARKAY ENGINEERING WHEN MORE THAN 4 COUR5E5 ARE REQUIRED,
A FOUNDATION 5l,RVEY 5H4LL BE PERFORMED AND A COPY OF THE SURVEY SHALL BE ON THE
61 T E FOR THE BUILDING INSPECTORS USE, OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND
A 57R NG STRETCHED FROM MARKER TO MARKER TO VERIFY THE REQUIRED BUILDING SETBACKS.
MASONRY WALL$:
CONCRETE MA60NRY UNITS SHALL BE HOLLOW UNIT MASONRY IN ACCORDANCE WITH 45TM C -90
AND SHALL HAVE A MINIMUM F'M OF 1,500 P.5.1.
MORTAR SHALL CONFORM TO A5TM C -210 AND 5HALL BE EITHER TYPE M OR 5,
REINFORCING STEEL SHALL BE GRADE 40 MINIMUM AND IDENTIFIED IN ACCORDANCE
WITH 45TM A -615. LAP $PLICE5, WHERE REQZUIRED, SHALL BE A MINIMUM OF 25"
FOR 05 REBAR, 30" FOR "6 REBAR t 35° FCR 01 REBAR.
GROUT FOR THE POURED CELLS AND LINTEL5 6HALL HAVE A MAXIMUM COURSE AGGREGATE SIZE
OF 3/8 ", PLACED AT AN 8 TO II INCH 5LUMP AND HAVE A MINIMUM 28 DAY COMI-RE551VE 5TREN5TH
OF 2,500 P.6.1. (WHEN TESTED PER 457M
PROVIDE CLEAN -OUT OPENINGS 02 60. IN.) IN CELLS CONTAINING SPLICED REINFORCEMENT, WHEN
THE GROUT POUR EXCEEDS 5 FEET IN HEIGHT,
TIMBER i"1ATERIAL5:
ALL TIMBER I'ATERIAL5 6H4LL BE AS FOLLOWS:
LUMBER UTILIZED IN BOTTOM PLATES, TOP PLA7E5, PC575, STUD P4CK5 AND BEAMS
5HALL BE 02 YELLOW PINE (OR BETTER).
EXTERIOR AND INTER -CR LOAD BEARING 5TUD5 SHALL BE 12 5FRUCE (CR BETTER).
ALL OTHER 5TUD5 SHALL BE "&TUD GRADE" 6PRUCE.
ALL PLUMBING, ELECTRCAL AND MECHANICAL ROUGH -IN5 MUST BE COMPLETE, INSPECTED AND APPROVED
PRIOR TO REQUE57!NG THE FRAMING INSPECTION.
IF DESIRED, EQUIVALENT CONNECTCR$ MADE BY ANOTHER 5UPPLIER MAY BE U5ED IN PLACE OF THE
"U$P" CR '61MP$CN" CONNECTORS 5HOWN,
ALL LUMBER IN CONTACT WITH MASONRY WILL BE FRE5&URE TREATED
MATERIALS
INTERIOR STUD WALLS TO BE OF 2 X 4 02 SPRUCE CR BETTER WITH SINGLE 2 X 4 P,T,
PINE BOTTOM PLATE AND SINGLE 2 X 4 02 SPRUCE TOP PLATE WITH STUD& SPACED
MAXIMUM 24" OC, WALLS TO HAVE 1/2" GYPSUM BOARD EACH SIDE, WITH WALL6 AT
GARAGE TO HAVE MINIMUM R -II INSULATION
THE CLIENT UNDERSTANDS THAT THE DESIGNER CARRIES NO LIABILITY INSURANCE AND T14EREFCRE
AGREES TO HOLD HARMLESS, IDEMNIFY, AND DEFEND DESIGNER FROM ALL CLAIMS, LOSSES AND
EXPENSE$ (INCLUDING REA60NA15LE ATTORNEY FEES) ARISING OUT OF OR RESULTING FROM THE
PROJECT, THE DESIGNER WILL IN GOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONSTRUCTION
DRAWINGS, BUT IN THE EVENT ERRORS OCCUR THE DESIGNER WILL NOT BE LIABLE FOR COST OF
REPAIRS OR DELAY TO THE CONSTRUCTION
A "CERTIFICATE OF COMPLIANCE" SHALL BE IS$UED TO THE BUILDING DEPARTMENT BY A LICENSED
FEET CONTROL COMPANY BEFORE A "CERTIFICATE CF OCCUPANCY" WILL BE 65UED, THE CERTIFICATE
6HALL STATE (PER FBC R320.U,
"THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FCR THE PREVENTION Cr 5U5TERRANEAN
TERMITES, THE TREATMENT 16 IN ACCORDANCE WITH THE RULES AND LAWS OF THE FLCRIDA
DEPARTMENT CF AGRICULTURE AND CONSUMER 5ERVICE6."
F A REGISTERED TERM�TICIDE BAIT 6Y57EM 15 TO BE U5ED FCR SUBTERRANEAN TERMITE PREVENTION,
SECTIONS R320.1.1 THROUGH R320.1.6 DO NOT APPLY, A SIGNED FIVE YEAR CONTRACT FROM THE 155UE
OF THE CERTIFICATE OF OCCUPANCY ASSURING INSTALLATION, MAINTENANCE AND MONITORING OF THE
BAITING SYSTEM 5HALL BE PROVIDED TO THE BUILDING OFFICIAL PRIOR TO THE &LAB POUR. THE SYSTEM
MUST BE INSTALLED PRIOR TO FINAL BUILDING APPROVAL. (PER FBC R320.1.1)
INITIAL 501L PCI5CNING TREATMENT SHALL BE DONE AFTER ALL EXCAVATION,
BACKFILLING t COMPACTION ARE COMPLETE (PER FBC R32C.1.U.
ANY 501L D157UR5ED AFTER THE INITIAL TREATMENT 6HALL BE RE- TREATED
(INCLUDING ANY BOXED OR FORMED AREAS) - (PER FBC R320.1.2),
BOXED AREAS IN THE CONCRETE 6LA5 FCR INSTALLATION OF TRAP5 SHALL BE MADE
WITH PERMANENT METAL CR PLASTIC FORMS. PERMANENT FORMS MUST BE CF AN
ADEQUATE 51ZE t DEPTH TO ELIMINATE ANY DISTURBANCE OF THE $OIL AFTER THE
INITIAL TREATMENT, (PER FBC R320.1.3)
A MINIMUM 6 MIL VAPOR BARRIER MUST BE INSTALLED TO PROTECT AGAINST RAINFALL
DILUTION, IF RAINFALL OCCUR5 BEFORE VAPOR BARRIER PLACEMENT, RE- TREATMENT
5HALL BE REQUIRED (PER FBC R320.1.4),
ANY CONCRETE OVERPOUR, MORTAR OR STUCCO MATERIALS ALONG THE FOUNDATION PERIMETER
MUST BE REMOVED PRICK TO EXTERIOR 501L TREATMENT (FER FBC R320,1,5O,
EXTERIOR 501L TREATMENT MUST BE APPLIED UNDER ALL EXTERIOR CONCRETE OR GRADE
WITHIN 12 INCHE5 OF THE STRUCTURE SIDE WALLS (PER FBC 83206.1.6).
AN EXTERIOR VERTICAL CHEMICAL BARRIER SHALL BE INSTALLED AFTER CONSTRUCTION 15
COMPLETE (INCLUDING LANDSCAPING AND IRRIGATION), ANY 6011-5 DISTURBED AFTER THE
VERTICAL BARRIER IS APPL ED, SHALL BE RE- TREATED. (PER FBC R320.).6)
CONDENSATE AND ROOF DOWN6FOUT5 SHALL D15CHARGE AT LEAST 12 INCHE5 AWAY FROM THE
BUILDING 50EW'ALL5 (PER FBC R32011).
AFTER ALL WORK 15 COMPLETED, ANY L005E WOOD AND FILL MUST BE REMOVED FROM BELOW
AND WITHIN 12 INCHES OF THE BUILDING, THIS 6HALL INCLUDE ALL GRADE 5TAKE5, TUB TRAP BOXES
FCRM15, 5HORiNG AND ANY OTHER CELLULC6E CONTAINING MATERIALS. (PER FBC R320,3.3)
THE DISTANCE FROM THE EXTERIOR WALL COVERING (EXCEPTION$: PAINT AND DECCRAT VE
CEMENTITICU6 FIN15HE5 LESS THAN 5/8 INCH THICK ADHERED DIRECTLY ONTO THE FOUNDATION
WALL) AND FINAL EARTH GRADE 6HALL NOT BE LE55 THAN 6 INCHES TO ALLOW FOR IN5F>EC7ION
FOR FUTURE TERMITE INFE6TATION5 (PER FBC R104),
TRU55E5:
IF THE CONTRACTOR, TRU55 MANUFACTURER OR ANY OTHER DE51GN PRCFE&510NAL5 REVISE THE
IRU55 8Y37EM LA) OUT i ;zCM THOSE SHOWN ON THE6E PLANS T. L. HANSON t ASSOCIATES IS
REQUIRED TO REVIEW ALL FINAL CONSTRUCTION DOCUMENTS FOR COMPLIANCE WITH THE DESIGN
INTENT PRIOR TO COMMENCEMENT OF THE PROJECT,
EXTERIOR WINDOW5 4 DOOR 455EM5LIES:
ALL EXTER OR WINDOW t GLA55 DOORS 5H4LL BE TESTED IN ACCORDANCE WITH AN51 /AMMA /NWWDA
0052 STANDARDS AND BEAR AN AMMA CR ILDMA LABEL IDENTIFYING THE MANUFACTURER,
FERFCRMANCE CHARACTERI5TIC5 AND APPRCVED PROD' -iCT TESTING ENTITY.
ALL MULLIONS AND ADJACENT DCCR /WINDOW 466EM15LJE5 SHALL BE TESTED OR ENGINEERED TO
TRAN5FER 1.5 TIMES THE DE5r -.N LCAD5 TO THE ROUGH OPENING SU05'RATE.
INSTALL ALL WINDOW t DOOR 458EMBLIE5 PER THE MANUFAC7URER5 ANCHORING RECOMMENDATION5
TO ACHEIVE THE DE515N PRE55URE5 &PECIF ED.
ELECTRICAL, PLUMBING 4 MECHANICAL:
IN ACCORDANCE WITH CHAPTER 411.003(2X1) CF THE FLCRIDA ADMIN6TRATIVE CODE: ELECTRICAL,
PLUMBING AND MECHANICAL SYSTEMS SHALL BE DESIGNED BY THE RESPECTIVE CONTRACTORS TO
MEET ALL APPLICABLE CODES, THE ELECTRICAL, PLUMBING AND MECHANICAL 5Y5TEM5 DRAWN HEREON
ARE BASED UPON A DE6'GN PROVIDED BY THE OWNER TO ADDRE65 HI5 /HER REQ1JIREMENT5.
ALL ELECTRICAL OUTLETS IN 5ATHRC0M5, KITCHEN (W(TH•N 6 FEET OF 5NK5), GARAGE AND AT
EXTERICR LOCATIONS SHALL BE WIRED INTO A GROUND -FAULT INTERRUPTER "GPI" CIRCUIT,
ALL ELECTRICAL OUTLETS IN BEDROOMS SHALL BE WIRED INTO AN ARC -FAULT INTERRUPTER
"AFI" CIRCUIT,
SAFETY GLAZING:
THE FOLLOWING 5H4LL BE CCN51DERED 5PECIFIC HAZARDOUS LOCATIONS FOR THE PURPO &E5 OF
GLAZING PER THE FLORIDA BUILDING CODE, RESIDENTIAL - $EC71ON R3CS:
(1) GLAZING IN 5LJ;NGING DOORS, FIXED AND SLIDING PANELS OF 6LIDING DOOR
ASSEMBLIES,
(2) GLAZING IN DOORS AND ENCLOSURES FCR HCT TUBS, LLHIRLPOOL5, SAUNAS, 67EAM
ROOMS, BATHTUBS, AND 6HOWER6. GLAZING IN ANY PORTION OF A BUILDING WALL
ENCL05ING 7HE6E COMPARTMENTS WHERE THE BCTTCM EDGE OF THE GLAZING 15 LESS
THAN 60 INCHES ABOVE THE DRAIN INLET,
(3) GLAZING IN AN INDIVIDUAL FIXED CR OPERABLE PANEL ADJACENT A DCCR WHERE
THE NEAREST VERTICAL EDGE !6 WITHIN A 24 INCH RADIGS OF THE DOOR IN A
CLOSED P061TION AND WHO&E BOTTOM EDGE 15 LESS THAN 60 INCHES ABOVE THE
FINISHED FLOOR OR WALKING SURFACE.
(4) GL AZiNG IN AN INDIVIDUAL FIXED CR OPERABLE PANEL, CTHER THAN THOSE LOCATIONS
DESCRIBED IN ITEMS (2) AND (3) ABOVE. THAT MEETS ALL OF THE FOLLOWING
CONDMON5:
A) EXP05ED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 5Q. FT,
B) BOTTOM EDGE LE65 THAN 18 INCHES ABOVE THE FLOOR,
C) TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR,
D) ONE CR MORE WALKING 6URF4CE5 WITHIN 36 INCHES HORIZONTALLY OF THE
PLANE OF THE GLAZING.
REFER TO THE FLORIDA BUILDING CODE, RESIDENTIAL - 5ECTICN R3C8 FCR ADDITIONAL AREAS
THAT MAY BE CON5IDERED A HAZARDOUS LOCATION FOR THE PURPOSE CF GLAZING,
DRAFTSTOPPING:
IN SINGLE FAMILY DWELLINGS, DR4FT5TCPPING SHALL BE FROVIDED (PARALLEL TO THE MAIN
FRAMIMG MEMBERS) IN FLOOR /CEILING 456EMBL'E6 6EPARATING U6EA5LE 5FACE5, DRAF75TCFPING
SHALL BE CON5TUCTED SUCH THAT THE FLOOR /CEILING ASSEMBLY 15 BROKEN UP INTO TWO OR
MORE APPROXIMATE AREAS WITH NO AREA GREATER THAN 1000 5Q, FT,
ATTACH MINIMUM 3/4" P.T. BUCK STRIP
THAT 18 THE MINIMUM WIDTH OF YOUR
WINDOW FRAME USING .09-1 X 1 3/8"
T- NAILS MAXIMUM 10" OC
CAULKED WINDOW PER Y(
WINDOW MANUFACTURE$ $'
RECOMMENDATIONS TO MI
LOAD AND COMPRESSION
FOR YOUR JOB LOCATION
SECURING WINDOW TO BUCK STRIPS, PER
YOUR MANUFACTURES INSTRUCTION TO MEET
WIND LOAD AND COMPRESSION RATINGS FOR
YOUR JOB LOCATION. ALL ANCHOR SCREW$
MUST PENETRATE BLOCK WALL A MINIMUM OF
1 1/4" AND THERE SHALL BE A MAXIMUM 1/4"
SPACE BETWEEN BUCK AND WINDOW FRAME
eLOCiK WINDOW ATTACHMENT DETAIL.
ATTACH MINIMUM 3/4" P.T. BUCK
STRIP THAT IS, THE MINIMUM WIDTH
OF DOOR FRAME USING .09 -1X1 3/8"
T- NAIL$ MAXIMUM 10" CC,
CAULK DOOR FRAME PER YOUR
MANUFACTURES RECOMMENDATIONS
SECURING PREHUNG TO BUCK STRIPS
PER YOUR MANUFACTURES INSTRUCTIONS
TO MEET WIND LOADS AND COMPRESSIONS
RATING$ FOR YOUR JOB LOCATION, ALL
ANCHOR $CREW$ MUST PENETRATE BLOCK
WALL A MINIMUM OF 1 1/4" AND THERE $HALL
BE A MAXIMUM 1/4" SPACE BETWEEN BUCK
AND DOOR JAMB
IBLOC1K DOOR A*rTACHMENT DETAIL.
HVAC PLAN 1/4'1 _ 11 0 1
IJii�EBY CE fi{� ytJ I. HAVE (�2 1`EWED THE ATTACI =ED
?E GNS AND FOUk>'�) IT Q BE IN' COMP. LIAN-E WITH CHAPTER
I6, SECTION 1609 OF THE FLORID A,ILDING CODE AND A---E 7.:10 E4)R 131 MPH 8 ED RISK CRT GORY 11 AND THE ENTIRE
201 �LORIDA BUIL6NG CODE RffpEiKTT AL
Cam'. r TI°_ GE
1446(( N P.E; \'LICENSE NO, 38654
F3Q7q a1fd; DADE CITY, FL 33526
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dislonce and center aisfpnce regvva r 9n <
2. Concrete prx'ha!ocatiorrs at they comais may c=_ ad;Csl9d fa rrrxinioo ftw_ Irin =dq?
,j,jslorr:a tp motwjolnts, If concr9r3 anchor loco'rons n4r9d as "MAX. 014 CENTER" must b4
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CONCRE'E Ai lCdOR NOTES:
1, 5r,6010on of wacjai concreis from o diffsr W svppFer mjo have dfffa`err edge
dsiljore and center dstanca regunzrnen +'s.
2, C=oncrete anchor kxat o:u at rha comers rnoy be adjusted to mointafn ffre o"47. ecds
drstonca fo morror bin's. If cant .fet9 CiT.hcK k cart ns nufed as "MA C. ON rEN Er° n rest be
oopsied to mcintain the rim. 9dge dsfonce to Mc t.r loinfs, pdditkxf- TCtefe a chess
may be requred fo arses he " ^.IA (. o,V CrNTEk" Iimet -4io;$ 0113 not exceeded
3. Co xretu Anchor f_b -: _.
ANCN r^k�AfJGNG MIm,WV M74. -LFAX -At 070 !vllJt Ct1 trAVC�ta
T1P $Isf FM9Et7hAEtT RAA`t++"iRi�Ef AJAt_fN1 "etJ�r:P(Q
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Produr t Name
UPEt IING
Plastpro, inc,
Smooth I Wood Grain / White Wood Grain
FRAh
r�
5200 'West Century Blvd.
Rustic I Mahogany
Doors
Assemblies
Los .Angeles, CA 90045
rKAAiE ANCHQR1MC
S1R JAMS iesorxy 1 X' Eck consin� ctic -n
CONCRE'E Ai lCdOR NOTES:
1, 5r,6010on of wacjai concreis from o diffsr W svppFer mjo have dfffa`err edge
dsiljore and center dstanca regunzrnen +'s.
2, C=oncrete anchor kxat o:u at rha comers rnoy be adjusted to mointafn ffre o"47. ecds
drstonca fo morror bin's. If cant .fet9 CiT.hcK k cart ns nufed as "MA C. ON rEN Er° n rest be
oopsied to mcintain the rim. 9dge dsfonce to Mc t.r loinfs, pdditkxf- TCtefe a chess
may be requred fo arses he " ^.IA (. o,V CrNTEk" Iimet -4io;$ 0113 not exceeded
3. Co xretu Anchor f_b -: _.
ANCN r^k�AfJGNG MIm,WV M74. -LFAX -At 070 !vllJt Ct1 trAVC�ta
T1P $Isf FM9Et7hAEtT RAA`t++"iRi�Ef AJAt_fN1 "etJ�r:P(Q
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R R W Building Consultants, hlc.
Cotislu[twg and Englneermg Ser-,ices for the Building Todustry
P.O 3a� 230 ` %a'.rico, FL 33595 Phone R1?.659AI97
Florida 303rd oI Prof2a,,unal Engineers Ceil&Ca'.e ofAut10(b7,',1011 NO 9511
Product Manufacturer Product Nance
Category Bub Category
Plastpro, Inca Sr000th i Wood Grain I White Wood Grain
Swinging
Exterior 5200 West Century Elvd, Rustic Mahogany
Doors Exterior Door
Assemblies Los Angeles, CA 90045 Series 0 Fiberglass Door
Inswing:Uutswirg - 'Non- lrnpact"
- Scope: 1 his is a Product Evaluation report issued by R W Building Cortsuitants, Inc. and Lyndon F. Schmidt, P.E. (System ID
1998) for Plastpro, Inc. based on Rula Chapter No. 9N -3, Method 1 D of the State of Florida Product Approval, Department
of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Lim,itations:
1 This product has been evaluated and is in compliance whit the 2010 Florida Building Code structural requirements excluding the "High
velocity Hurricane Zone ".
2. Product anchors shall be as listed and spaced as shown on details Anchor embedment to base material shall be beyo id '.mall dressing
or Stucco.
3, When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that
complies with Section 1609.1 .2 of the 2010 Florida Building Code,
4, For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonryy construction.
5 Site conditions That deviate Born the details of drawing FL- 15221.1 require further engineering analysis by a licensed engineer or
registered architect
6. See drawing FL -15221 1 for size and design pressure limitations.
Sul *,porting Docufnents:
1 . Test Kep ort No. Test Standard TgstiLaborat� Si nq ed by
ETC -10- 209 - 24641.0 ASiM E330 -02 EfC Laboratories Mark Sennett
ETC 08- 209-21639.0 TAS 202 -94 ETC L aboratof'es Josepn Doloen P.E.
TEL 01390365 TAS 202 -94 Testing Evaluation Lab.•htc, Lyndon F. Schmidt, P.E.
2. Draavinq_No_ FPrPe ar'ei Stoned & Sealed by
No. FL- 15221.1 R4V Building Consultants, Inc. (CA „9813) Lyndoo F. Schmidt, P F-
3. ned & Seated by
3. Catculatiens Prepared by Sig
Anchodna RW Building Consurtants, Inc. (CA "9813) lyndDn F. Schmidt, P c.
s. QuaiiiY Assuranea
Certificate of Participation issued by National Ac.;ledlT31ion and Management institute, cartifyil?g tP.at Plastpro, Inc, ' ;s m3nufach0119
-,ousels ,within a quality assurance program that Complies nJti ISC1EC 17020 and Guide 53.
Lyndon F. Schmidt, P.E.
FL PE f49. 43409
%/2312012
PF 1553
Sheet 1 of I
R W C R W ffi lding Consultants, laic.
BConsulting and Engi+leering SCr-� ices for the [Building Indust i-
P.C. Bc,a 330 talriao, FL 33595 Phony 813.659.9197
Flo -'ides Hoari -if Proressional Engn,eers Cerhfiecal9 of Authorizan0n No 941 i
Product-
Category
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Manufactuter
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Produr t Name
Plastpro, inc,
Smooth I Wood Grain / White Wood Grain
Exterior
r4
5200 'West Century Blvd.
Rustic I Mahogany
Doors
Assemblies
Los .Angeles, CA 90045
Series 0 Fiberglass Door
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R R W Building Consultants, hlc.
Cotislu[twg and Englneermg Ser-,ices for the Building Todustry
P.O 3a� 230 ` %a'.rico, FL 33595 Phone R1?.659AI97
Florida 303rd oI Prof2a,,unal Engineers Ceil&Ca'.e ofAut10(b7,',1011 NO 9511
Product Manufacturer Product Nance
Category Bub Category
Plastpro, Inca Sr000th i Wood Grain I White Wood Grain
Swinging
Exterior 5200 West Century Elvd, Rustic Mahogany
Doors Exterior Door
Assemblies Los Angeles, CA 90045 Series 0 Fiberglass Door
Inswing:Uutswirg - 'Non- lrnpact"
- Scope: 1 his is a Product Evaluation report issued by R W Building Cortsuitants, Inc. and Lyndon F. Schmidt, P.E. (System ID
1998) for Plastpro, Inc. based on Rula Chapter No. 9N -3, Method 1 D of the State of Florida Product Approval, Department
of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Lim,itations:
1 This product has been evaluated and is in compliance whit the 2010 Florida Building Code structural requirements excluding the "High
velocity Hurricane Zone ".
2. Product anchors shall be as listed and spaced as shown on details Anchor embedment to base material shall be beyo id '.mall dressing
or Stucco.
3, When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that
complies with Section 1609.1 .2 of the 2010 Florida Building Code,
4, For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonryy construction.
5 Site conditions That deviate Born the details of drawing FL- 15221.1 require further engineering analysis by a licensed engineer or
registered architect
6. See drawing FL -15221 1 for size and design pressure limitations.
Sul *,porting Docufnents:
1 . Test Kep ort No. Test Standard TgstiLaborat� Si nq ed by
ETC -10- 209 - 24641.0 ASiM E330 -02 EfC Laboratories Mark Sennett
ETC 08- 209-21639.0 TAS 202 -94 ETC L aboratof'es Josepn Doloen P.E.
TEL 01390365 TAS 202 -94 Testing Evaluation Lab.•htc, Lyndon F. Schmidt, P.E.
2. Draavinq_No_ FPrPe ar'ei Stoned & Sealed by
No. FL- 15221.1 R4V Building Consultants, Inc. (CA „9813) Lyndoo F. Schmidt, P F-
3. ned & Seated by
3. Catculatiens Prepared by Sig
Anchodna RW Building Consurtants, Inc. (CA "9813) lyndDn F. Schmidt, P c.
s. QuaiiiY Assuranea
Certificate of Participation issued by National Ac.;ledlT31ion and Management institute, cartifyil?g tP.at Plastpro, Inc, ' ;s m3nufach0119
-,ousels ,within a quality assurance program that Complies nJti ISC1EC 17020 and Guide 53.
Lyndon F. Schmidt, P.E.
FL PE f49. 43409
%/2312012
PF 1553
Sheet 1 of I
R W C R W ffi lding Consultants, laic.
BConsulting and Engi+leering SCr-� ices for the [Building Indust i-
P.C. Bc,a 330 talriao, FL 33595 Phony 813.659.9197
Flo -'ides Hoari -if Proressional Engn,eers Cerhfiecal9 of Authorizan0n No 941 i
Product-
Category
._m..y.�.�
Sub Category
�,.�._- -..m - ��_.__._______._-
Manufactuter
--------__..-. m�a....• .�..n.�.mm�.�.,.�s..,ms......,.
Produr t Name
Plastpro, inc,
Smooth I Wood Grain / White Wood Grain
Exterior
Swinging
ing Loor
Exter[or
5200 'West Century Blvd.
Rustic I Mahogany
Doors
Assemblies
Los .Angeles, CA 90045
Series 0 Fiberglass Door
( t, '2:i BUCK
°
Inswin ,Out •,kin • 'No - I yet"
Scope: This is a Product Evaluation report issued by R W Building Conrsuliams, Inc. and Lyndon F Schmidt, P.E. (System ID #
1998) for Plaslpro, Inc. based on Rule Chapter No. 9N -3, Method 1D of the State of Florida Product Approval, Department
of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor wilt acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in 0e approval process of the product named herein.
Lirititat forts :
1 This product has been evaluated and is in compliance with the 2010 Florida Building Code structural requirements excluding the "High
velocity Hurricane Zone ",
2. Product anchors shall be as listed and spaced as sho.vn on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. 'When used in areas lequiTing ;vind borne debris protection this product is required to be protected with an impact resistant covering that
complies +Edit Section 1609.1.2 of the 2010 Florida Buifding Code.
4. For 2x stud framing construction, anchoring of these units shall be the sarne as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL- 152213 require further engineering analysis by a licensed engineer or
registered architect
o. See drawing FL- 15221.3 for size and design pressure linlltations.
Supporting Documents:
1. Test R._ egott No. Test Standard Tes tin gLaboeata y �icinad by
ETC -10 -209- 24643.1 AS1M E33002 ETC Laboratories Mark Sennett
! EL 013900365 TAS 202.94 Testing Evaluation Lab.,lnc, Lyndon F. Schlnidt, P.E.
2. Drawin t1'0. Prepared Lx Signed & sealed by
No. FL- 15221.3 RW Building Consuitants, Inc. (CA #9813) Lyndon F. Schmidt, RE,
3. Calculations FrAt,ar� y Si ntg d 3 Bea! °d by
0.nr'toring RW Building Co:rsu!fants, Inc. (CA #9813) Lyndon F. Schmidt. P E.
4. Qualms Ass lance
Certificats of Par'idpa ?ion issued by National Aurreditaii <:n and kianagemenl Insurite, certlfyirg :hat Plastpro, 'ne is manufacturing
DIO&Cfs within a quality assurance Pr glDm !hat complies fiitlr hs0!iEC 17020 and C ?:ride 53.
Lyndon F. S dhrn� dt, RE.
FL PE No. 43409
2/23/2012
PF 1553 Sheet 1 of 1
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distance to %xia, ieirfs. Ccncrefs onchor 60Co1':x +s relcd as "1,," ON r�iltR'mVa'1 r>o
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3 Conc•olc anchor fub.,q: - -r T -, x Bu. 1I
r' �2S1 X3'JCK.r�ii\ 24•, I r
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• _f'� -,',.- 24) TW a.
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t �rcx a rt �naBau p> r n vrrrce p- t
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dZti30Ce and r_Rruer d�tp'ce reauriem.;rh.
Concrete onc.hx,ocehons of 10,9 corers „ay be cldr.sted'o ^x�inra +rl hie min. adge
distance to %xia, ieirfs. Ccncrefs onchor 60Co1':x +s relcd as "1,," ON r�iltR'mVa'1 r>o
ads <ed fn ntnu, ,nr iha ms. . ed 3 dcrcm e to rn vt rr 'r i •r'
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3 Conc•olc anchor fub.,q: - -r T -, x Bu. 1I
r' �2S1 X3'JCK.r�ii\ 24•, I r
at;reH„4 AticHOk FYfB Stla fid8?JiiEv1 r: .neE TG � _RAN r E T , 2X 31'r-XI
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The Problems...
(w[T /ithac Main/ I.,istelphilt �, IIIRJf,�l4F�'/+�,�ff�01.virets, r fixe l�cs�L sf
.* iet� * t. Swell c!'taa IEX vier' •.s'�l
• Most major s1i1i le nlariufacturels' ��plication instruciiDrls too rigid
ti os l � .
fa lacemenf
r fastene.. r p
• Wananly deflial for blow - offs ,based on fastening patterns --
n the rea/ problem Is a i»atelial defictl
patterns-
even wt 2 p
with what
• Installaticil} iejectialls.,. by ode officials and oolisultaltfs wlio are assuiirlg compliance
are oval/%lestliotivei manufacturer application directives
• Mar idalory' reliloval and re- application of sl4ingles --i time and money
1 /l0 8111 %l41011... TRIG Proof....
GAF's exiptanded approved Will these expanded fastener options
fastener placement area adversely affect wind uplift resistance?
(see ret erne, for details),t 11!
resulting "ire:
• Greater flexibility. UL testing (UL997) conclusively proves that,
iii fa ter t 1 r plc ~cement orlu flit? shingles hams 5ailleli,
• Efflclent`fnstaflafion Glf's new expanded fastener placement
while 7riai11fai711119 filghest qualify wlli MOT adversely affect wind resistance
• Reduced iisk of 11it1iecessaly GAF's lung -term field experience
and cosily ielvvrk supports file conclusions of UL 997 testing
Q11ality tfotlCan Till Since 1656...fralii tlullh Amellea'S lafyesf f100`11ny Meantlfeehr1e111 441,
lJoRp riAT C'm
i
EXTERIOR RESEARCH & DESIGN, LLC,
Certificate of Authorization #9503
a3y�•,ra� j {p @[,_r�5^ 353 CHRISTIAN STREET, UNIT #13
C: °.�>� OXFORD, CT 06478
PHONE: (203) 262 -9245
FAX: (203) 262-9243
EVALUATION REPORT
GAF Evaluation Report 01506.01.08 -118
1361 Alps Road, Building 7 -3 FL10124 -116
Wayne, N] 07470 Date of Issuance: 01/03/2008
Revision 8: 02/06/2012
SCOPE:
This Evaluation Report is issued under Rule 9N -3 and the applicable rules and regulations governing
the use of construction materials in the State of Florida. The documentation submitted has been
reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and
Florida Building Code, Residential Volume. The products described herein have been designed to
comply with the 2010 Florida Building Code sections noted herein.
DESCRIPTION: GAF Asphalt Roof Shingles
LABELING: Each unit shall bear labeling in accordance with the requirements the Accredited Quality
Assurance Agency noted herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such tilde as the named product(5)
changes, the referenced Quality Assurance documentation changes, or provisions of the Code that
relate to the product change. Acceptance of this Evaluation Report by the named client constitutes
agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality
Assurance documentation changes. TrinitylERD requires a complete review of this Evaluation
Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" relay
be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it
shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by
the manufacturer or its distributors and shall be available for inspection at the job site at the
request of the Building Official,
This Evaluation Report consists of pages 1 through 4.
Prepared by:
:4^
The Facsimile seal appearing was autho•ized
by Robert Nieminen, P.E. on 02/06/2012
�r This does not serve as an electronically signed
Robert J. M. Nleminen, P.E. fiFS ? ^'Q t' document. 5gned, sealed hardcopieenavebeen
�'� p, a`- as transmitted to the Product Approval Adl limstrator and
. 0
Florida Registration No. 59166, Florida DCA ANE1933 i'� " " "" o the named dient
CERTIFICATION OF INDEPENDENCE:
1. TrintylERD does not have, nor does it intend to acquire or will it acquire, a f5narxiai interest in any company manufacturing or
distributing products it evaluates.
2. TrinitylERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates,
3. Robert Nieminen, RE, does not have nor will acquire, a financial Interest in any company manufacturing or distributing products for which
the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
I3;
ROOFING SYSTEMS EVALUATION:
Underlaymenk Standard Slaps 1112 (333mmlm) or mara
i Underlaynlenii Low 51opQ t4 7,12 IIG�mm 333mm n)
•
APNIIcaVo.n,, u6derlagnrr fi Ccvar Bars If) qIe t sr ul a ,qua' -ve -; InslaPW ,ll'IOtA
' �
ApPlireden pl a della7lrent a ld ea';e Gds61 p: clnplaa a> .a'.el bill t.,o
it
. I� , I I' �
I n � r v ti s.
1 II o d lied n In u a il
rl s I' a J it'
In ae a .r al I sl l a p
4, P Q U 5
+IL eta s1 d Ls C inn s.uled � dill's
Y V )
I 1 -! r �
AJ1p Il:a lJp 1 dl aflVt 1,3511119' 1115 II d':4 ILlsi np SJC1113 (i At rA t 3 .11,5 0 6'31'01 ed:''ar
i• 111 Il Jf 93 +9 Itae :It'e:41r d3 S -Jk
1 tll J "9'ed ty I V10.a,. a CI
-n'
arr Slofma ym d'- ll Barrie n I'co'Ros hel a l: a r r, Le zati G, r ,ter La: ;
A'?d
, er i n till I ! rrn u3 d' Let
7 Arse silt Jsa oIa a,, nl 6A, a'ar a s trpor; o ie r d3 ,h .r S p I
p tobv� ice of debt It dame. Eal tasfGnip muss o,arl,a';p I sat e'.lga o} 3 9' (1n+1nII a "d
sa Ilef, _a's Ilashino most o er9arp It's of �!9, Ss 2 9 (IUn,ml and eA'zrid 24' (Slpmm)
edend 24 161511 m) !)rl,oad tits ln3Ua was Urns
Se,on,':he ns de A31)'I,e Ahe a ice dan c 0, Ile�r',s Ii ins a e '.rot e e. -d insdl 2 Pius nl
have demonstrated
Snngle -,late and alnl if
1':1011 Oec.
- 'ww
Building Code,
lc 4
i
61'n,m,.4 SI me..
with the following Standards. Compliance is subject
Fps B
t 54`
f -
`s.
�Vy,
1'IrE`Y„ •.8' > 1 Y .,. •,icy
hi.�
P`� N�yar' ;�i-
v.l^h.At
\ Z
E Len
Standard
Year
1507.2.5, R905.2.4
PI 1'P 'hc J1. AJ `C ' -d i, Are' m„I,
d.lp die +, lope •A 6111 dl v,ry<�
le'I Y p E'er ^f d ip Mqr
2007
1507,2.7.1, R905.2,6,1
2 Starter Coursa
Fllst CQ u, Se
1,11 fill tPr Sil lg g, 1 aV be
Apoly 119 alilb,n
Slant J id C,J, tlllle'h t I shll', S laid I'll 111 513 COL SP,
aid 1,011 ,1111 In r�gnl it 1'igH ltp ell DD NOT lay 511, ,9 is ells glll Jp till ul s ce Ibis
Ssa�
Dro'.- ddueran °111 e111- I . ^4 oa bla tlon llie'onl 11,11111, dam, Al,e 0,fgle9.
d4�9:-6m� ..
1507.2.7.1, R905,2.6.1
116 o}
I., :.
W.a•F tIA i
silt 'oE 3pa I� .:� Jr
14
111,•,11 111 a \� eaU W' 21 e Nil,
.'
h 1 4 11l L
rz I ae
Reference
Date
GAF (PDM 1915)
Letter of Equivalency
Seal -A -Ridge Impact Resistant IR
lit^ ca„T, :...,
S,r a•f.,
' I
GAF - 059 -02 -01
`md
pre
t.fi.
ASTM D3462
GAF- 080 -02 -01
SeC Ind CO U!S9
� '9n'..,n l
r v ', III
$11rI a1'd Dt.n crl ue sxo+d p ^erns as sho'.m G +tit B' f__lu si).h bit Il.e end o. Je
G'1 � I oil I u u !hr. a -EI s " !I e c vsn t'ur� „I n,a rash ull
I1 I ,2 ''np1 -
shy'j1a, Pasltl0n the shingle% It1 fi le second 3111 s.b;egag rt cods =g Pi'll'.niih file rovs
ac, uss V lnor
of 14 .ail Wolfs. This'es0t, In a Y If Un I it elpcsa9 C •rr.e with lot ,,iidlh shl, p.oa
99NK43835
aams,i We r_or stlill a eru'k'if q a000l e'.ery 6 nurses ! nlACk lolalel ilignmel 1 a +ll,
ILL (TST 1740)
ea',s No li Shillglvs may lie aid lion l elt1ar
94NK9632
1111 of I g It hand side Sim, . at a'U•er Ial:
5
.ape rltl 5 e yt.s a, it e 5' 1 1
OINK06632
Dint rat ed Irn11: ,'Ake.
UL (TST 1740)
ASTM D3161, TAS 107
OINK9226
05/21/2001
UL (TST 1740)
ASTM D3161
OINK37122
7 •
UL (TST 1740)
ASTM D3462
OINK37122
Fourth and Remain1i Courses
Hfp and Ridge
Trrl 17 (tsz ll 1) f�nm'1 st hl gfe in ,e u, ',an , I'I L_ , it, ! I - w o'.x a,. rolls
For sl o e e � 3p11 t m Ina I all 1 d1J4 ! 3:d 1 ply s ghc I iD 'hales
I11^ iC01 1'ifU 3,,d .ubsa7u- 1'C&i X431 rl. t ,I •, gl +SC' Irh nil a nn $,311 3,
SP t: 1f 1118 {Fl r.Y l e I XI'I' of H) r,', c{ H I b rjidg C 4 5 2D ren-
ASTM D3161, TAS 107
al of a d a iiNer pnl cJ1 do ;I uol cal h. p ; oldgA r^I tlo f a {l IlD1!1Cn
091'09; 2002
s 311 -lfh ttpl Vu kv -s of p._cuf Hr t Ridg< h g Gild c,,i 9PI udar t'UI
ASTM D3161
d ul I'1 VI s e p,n in sl,n11111,, r is z,,gjd OI I.arrn zh .1 FrG'} ern away glom
^.r er u
=eg'.,o,�
,. i1 =c10 ^.
p.,01,g d
, -ha
10/17%2003
3--4, J 1,7, ,l"; 1'.4'Brp1E)r`
ASTM D3462
04NK13850
06/07/2004
UL(TST1740)
A51M D3161
04NK13850
06/23/2004
5 t.cm v,d
I
h 1. .ae
1 a,vintc
a 1!�,m 1 ,1111 ..'P'
osvaoe,l a3i'ipny,,.,
1. SCOPE:
Product Category:
Roofing
Sub - Category:
Asphalt Shingles
Compliance Statement:
GAF Asphalt Roof Shingles, as produced by GAF,
have demonstrated
compliance with the
following sections of the
Florida Building Code and Florida
Building Code,
Residential Volume through
testing in accordance
with the following Standards. Compliance is subject
to the Installation Requirements
and Limitations / Conditions of Use set forth herein.
2. STANDARDS:
Section
PLgperty
Standard
Year
1507.2.5, R905.2.4
Physical Properties
ASTM D3462
2007
1507,2.7.1, R905.2,6,1
Wind Resistance
ASTM D3161, Class F
2006
1507.2.7.1, R905,2.6,1
Wind Resistance
ASTM D7158, Class H
2007
1507.2.7.1, R905,2.6.1
Wind Resistance
TAS 107
1995
3. REFERENCES:
Entity
Examination
Reference
Date
GAF (PDM 1915)
Letter of Equivalency
Seal -A -Ridge Impact Resistant IR
01/13/2012
PRI(TST 5878)
ASTM D3462
GAF - 059 -02 -01
09/02/2004
PRI(TST 5878)
ASTM D3462
GAF- 080 -02 -01
05/25/2005
ILL (TST 1740)
ASTM D3462
93NK6295
11/29/1993
UL (TST 1740)
ASTM D3462
99NK43835
01/12/2000
ILL (TST 1740)
TAS 107
94NK9632
03/29/2000
UL (TST 1740)
ASTM D3462
OINK06632
02/02/2001
UL (TST 1740)
ASTM D3161, TAS 107
OINK9226
05/21/2001
UL (TST 1740)
ASTM D3161
OINK37122
12/18/2001
UL (TST 1740)
ASTM D3462
OINK37122
12/19/2001
UL (TST 1740)
ASTM D3161, TAS 107
02NK12980
04/10/2002
UL (TST 1740)
ASTM D3161, TAS 107
02NK30871
091'09; 2002
UL (TST 1740)
ASTM D3161
03CA5367
03;11'2003
UL (TST 1740)
ASTM D3462
03NK26444
10/17%2003
UL (TST 1740)
ASTM D3462
04NK13850
06/07/2004
UL(TST1740)
A51M D3161
04NK13850
06/23/2004
UL(IST1740)
ASTM D3161
04NK30546
03/10/2005
UL (TST 1740)
ASTM D3462
04NK22009
05/06/2005
UL (TST 1740)
AS1M D3161
04NK22009
05/09/2005
UL(IST1740)
ASTM D3462
05NK27924
02/10/2006
UL (1ST 1740)
AS111 D3161
05NK27924
02/11/2006
UL(15T1740)
ASTM D3161, D3462
06CA18077
06/05/2006
UL(TST 1740)
ASTM D3161, D3462
OGCA18074
05/15/2006
UL (TST 1740)
ASTM D3161, D3462
06CA35251
10/18/2006
UL (TST 1740)
ASTM D3462
06CA31603
121/01/2006
UL(IST1740)
ASTM D3161, D3462
06CA41095
12/27/2006
UL(TST 1740)
ASTM D3161
07NK05228
03/13/2007
UL(TST 1740)
ASTM D3161
06CA31611
04/04/2007
JL(TST 1740)
ASTM D3161
06CA61148
04/09/2007
JL(TST 1740)
ASiM D3161, D3462
07CA31742
11;0312007
UL (1ST 1740)
A51M D3161, D7158, D3462
08CA06100
03/13/2008
JL(TST 1740)
ASTM D3161, D3462
07CA55908
04/01/2008
UL (TST 1740)
ASTM D3161, D3462
09CA10592
03/26/2009
UL (TST 1740)
ASTM D3161, D3462
09CA06856
05/15/2009
UL (TST 1740)
AS1M D3161, D7158, D3462
09NK06647
08/'01/2009
UL(TST 1740)
ASTM D3161, D7158, D3462
09CA27251
08/27/2009
UL (TST 1740)
ASTM D3161, D7158, D3462
IOCA35554
0 3/0 5/2 010
UL (TST 1740)
ASTM D3161, D7158, D3462
IOCA13686
05/15/2010
UL(1ST 1740)
ASTM D3462
IOCA07264
0512712010
UL(1ST 1740)
ASTM D3462
IOCA11953
10/29/2010
UL (1ST 1740)
ASIN D3161, D7158, D3462
1ONK11951
10/30/2010
UL (TST 1740)
ASTM D3161, D7158, D3462
IONK12070
11%10
UL (TST 1740)
ASTM D3161, D7158, D3462
08CA06100
01/30/2010
UL (TST 1740)
ASTM D3161, D71 58, D3462
10CA53934
03/31/2011
UL (TST 1740)
ASTM D3161, D7158, D3462
IICA48924
10/22/2011
Exterior Research and Design, LLC.
Evaluation Report
01506.01.08 -R8
Certificate of Authorization #9503
FL10124 -RG
Revision 8: 02/06/2012
Page 2 of 4
Irvnit Loran and.
I') Wall Flashing (Sloped Roof to Verticel Wall) 9 Chimney Flashl -ii;
j hat m r
3
K fiv.
Yin y
T
i ac
f 4
or
\ C rt dsFa *'J "M
s I e! ^.,; cir• � ��- a d hUr' Nes to aN.tii
vsmr r
11 c Ill, 11,4.
mntn lF drvt.. 16,cecJ
�.� y 1 , F �,•a/ � ry,. wit ,r
4 i
9-4-'V Cw „w1 )
gN r,l
� ggil t'a tk
1 0 Valley Construi lion- Closed Cut f f valley Constructlon -Open
A., e{F�i 211 it +s r1Y'(L tr ^IY��J ArO
Poll,
.rd
�11 It
Plece�uo[Lary Notaa Re,ROOring
T nc4r4 4" ni lk! 4ldnylr,4 ry 'M1;ry'ae e, sell it'l d aaulWI ehctple s. 9etac5I DI u,/ v:nsl I +cld dSiJF'a 11 silP g,as e a to 1 11, n .I lcs nail,ffio for co maian I,. 6 :udpd a !iii 1'.111.
D 1Y'ti Clpr dlicY of file 11,QII nJe tj lVa to o'oclinp ills turllJl 9ed theca lit+l"o;at ,rill Ue mill �r col tl r]�9y; r�q lane .r 11.11 ',le,r e d Irl+7.:ao,_J 1)n'`ll:!() M'-0 1-W too tl'�Q, /v, qp Uv a.{rl aj4 44an of ill Iug51
NFdd,er 3,1d 14..111'1 Ir' Rnt `n'e,rl Cr, '!bilg, S C4 Nn'/I i('Ya a'1+P1 !f':dY sll CN tl rt'11, IiN 1?1'f 011pIi5 lie 5111 1 t 11Y✓d fS'In(� still ig',llr
I. Bund'e5 s,ould not t, U uhppd nn ply ,.pr s',ou'�d ahemPl be naCA to Serarate 5'alnples ty p'dc lda e snlodt l': iwlabs JSIehele 1 Vat JS of ?'J I'ne'>t il yth k (.er9il 1111 "kad deck it'rast
'L oal 1p o'er'idge ur rider purl) ag 3,4' P, lust Ihrcuyh ioywcod Folloy dd'er 3t`c' Lst .'h ens lo(m- `llta'Icn.
2. N7,idln CDt Pfilly. Slilnptes cyn easily be broken Ir N d /value' a h air wipes damspM In hat Nve. o ng as An be a;:p4ed over i 5�'G'9i,9i +''her. proranl o �.e,l 3�4 fkian la4Eq Ia p1 CV'd9
r' Chfr an exap qh'e smdoih su @ce, tl•le usl'dee cu nl � 6dck old sh ngte4 if ^a',e3 and a'' ?J add
3 All d.< osOd Inattl61s must to of Clang A t, sl Ij+sa inp 4, ,vood el rt iyts as l ^ailed. 4ae1! sw'a;4 S,'nvn!�1 a td us9 oeol ed ;,ond =tires
4 Sto'3pe shdald be in a ca M '-anti aged 9 ea- quihtJin ami slatura 110'1' l43'C ) Stye II 'acessacy. Instal 1130 Under '6, 111,t to R am's Sl CiaSt A ratihp
on flat solace and use +split ^eua!LAtioo b:a +de It l ii''etg vet 0 oe douht sadtad
SItii,il Trust to pl rater, -d I oql ;real 9f pl'9n stq 5d at 1,b zm. Do ,u'f slag 11-al Valli, the P'f'd a sort,iih aA .<nrse L`17D Wkllf n• :ay, A d:�y pr the V'd'.lFp Nh24AfRY mrFg 'I
pincer 'adlator7. etc,. of I -0111 bl. All rcllad product n, psi be slat ^d Dn u =d, �E,E`I sits 'SSr'tfiEr`a g. pM 2ti oil 1111 P1 xY wrnP,tir. ,Ia Ce aCa.n,W m G?f lraLr s ,.lrpe�A too,01
o m
r.il n LC01 Airy de, ill i, olt, patted Ci Iktro'na a'.+I be Ih! ray puM1S'D II(d It Dpl'c3 / /Mfrs 9fad,tl4.
IMP011lil Fermi, leaks p,omplly to oyDld ad,4tle a,faes, leolidl,g mold p,owlh li WV.lrr'+I e Cvoorl <nn EgOLlSll4ta ^.Clint )?pa7
s �
JL(TST1740) AS1M D3161, D7158, D3462 IICA47919 12/03/2011
U'L (TST 1740) ASTM D3161, D7158, D3462 IICA48408 12/08/2011
JIL (TST 1740) ASTM D3161, D7158, D3462 IICA48725 12/09 /2011
UL (QUA 1743) Quality Control Inspection Report, File No, R21 05/17/2011
UL (QUA 1743) Quality Control R3915 Current
4. PRODUCT DESCRIPTION:
4.1 Marquis Weather-Max, Royal Sovereign and Sentinel are a fiberglass reinforced, 3 -tab asphalt
roof shingles.
4,2 Camelot, Camelot II / Camelot 30, Capstone, Country Mansion, Country Mansion II, Grand
Canyon, Grand Sequoia, Grand Slate, Grand Slate II, Monaco, Timberline American Harvest,
Timberline ArmorShield II, Timberline Natural Shadow, Timberline Natural Shadow Arctic White,
Timberline HD / Timberline Prestique 30, Timberline Prestique 40 / Timberline Cool Series,
Timberline Ultra HD / Timberline Prestique Lifetime, Timberline Majestic / Timberline Majestic 30
and Woodland are fiberglass reinforced, laminated asphalt roof shingles.
4•,3 Slateline is a fiberglass reinforced, 5 -tab asphalt roof shingle.
4•.4 Seal -A- Ridge, Seal -A -Ridge Armorshield, Seal -A -Ridge Impact Resistant IR, Ridglass 8, Ridglass
10, Ridglass 12 and Timbertex Hip and Ridge are fiberglass reinforced, hip and ridge asphalt
roof shingles.
4-.5 ProStart Starter Strip Shingles and WeatherBlocker Starter Strip Shingles are a starter strips for
asphalt roof shingles.
5. LIMITATIONS:
51.1 This Evaluation Report is not for use in the HVHZ.
53.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing
Materials Directory for fire ratings of this product.
53,3 Wind Classification:
53.3.1 All GAF shingles noted herein are Classified in accordance with FBC Tables 1507.2.7,1 and
R905.2.6.1 to ASTM D3161, Class F and /or ASTM D7158, Class H, indicating the shingles are
acceptable for us in all wind zones up to Vag = 150 mph ('l It = 194 mph). Refer to Section 6
for installation requirements to meet this wind rating.
53.3.2 All GAF hip & ridge shingles noted herein are Classified in accordance with FBC Tables
1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for
us in all wind zones up to Va.d = 150 mph (Vl,lt = 194 mph). Refer to Section 6 for installation
requirements to meet this wind rating.
7) 3.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60
feet or less. Calculations by a qualified design professional are required for conditions outside
these limitations. Contact the shingle manufacturer for data specific to each shingle.
5,4 All products in the roof assembly shall have quality assurance audit in accordance with the
Florida Building Code and F.A.C. Rule 9N -3.
6. IINSTALLATION:
6511 Underlayment:
5, 1.1 Underlayment shall be acceptable to GAF and shall hold current Florida Statewide Product
Approval, or be Locally Approved per Rule 9N -3, per FBC Sections 1507.2.3, 1507.2.4 or
R905.2.3.
(5.2 Starter Shingles:
Exterior Research and Design, LLC. Evaluation Report 01506.01,08 -R8
Certiificate of Authorization #9503 FL10124 -R6
Revision 8: 02/06/2012
Page 3 of 4
6.2.1 Installation of ProStart Starter Strip Shtiogles and WeatherBlocker Starter Strip Shingles shall
comply with the manufacturer's current pMsblished instructions,
6.3 Asphalt Shingles:
6,3.1 Installation of asphalt shingles shall comply with the manufacturer's current published
instructions, using minimum four (4) naAs per shingle in accordance with FBC Sections 1507.2
or R905.2, with the following exceptions:
Camelot, Camelot lI / Camelot 3011 Grand Slate II, Country Mansion I1, Monaco and
Woodland require minimum five (5) fasteners per shingle
6.3.2 Fasteners shall be in accordance with matrufacturer's published requirements, but not less than
FBC 1507,2.6 or R905.2.5. Staples are riot permitted.
6.3.3 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of
fastening are required. Contact the shinglle manufacturer for details.
6.4 Hip & Ridge Shingles:
6,4.1 Installation of Ridglass 8, Ridglass 10 amid Ridglass 12 asphalt shingles shall comply with the
manufacturer's current published instructions with a minimum two (2) nails per side [total of
four (4) nails per shingle] and asphalt ro'offing cement.
6.4.2 Installation of Seal -A- Ridge, Seal- A- Ridgle Armorshield and Seal -A -Ridge Impact Resistant IR
asphalt shingles shall comply with the manufacturer's current published instructions with a
minimum two (2) nails per shingle,
6.4.3 Installation of Timbertex Hip and Ridge asphalt shingles shall comply with the manufacturer's
current published instructions with a minimum two (2) nails per shingle and beads of
Sonneborn NP1 Gun Grade Polyurethane Sealant, Henkel PL Roofing and Flashing Sealant or
TopCoat FlexSeal Adhesive.
6.4.4 Fasteners shall be in accordance with ti manufacturer's published requirements, but not less
than FBC 1507.2.6 or R905.2.5. Staples are not permitted.
7. LABELING:
7.1 Each unit shall bear a permanent label vinth the manufacturer's name, logo, city, state and logo
of the Accredited Quality Assurance Ager -Acy noted herein.
7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications
detailed in FBC Table 1507.2.7.1 / R905.2.6.1.
S. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authorityr Having Jurisdiction in order to properly evaluate the
installation of this product,
9. MANUFACTURING PLANTS:
Contact the named QA entity for information on r^rhich plants produce products covered by Florida Rule
9N -3 QA requirements,
10. QUALITY ASSURANCE ENTITY:
Underwriters Laboratories - QUA1743; (847) 664-3281
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report 01506.01.08 -118
Certificate ofAuthorization #9503 FL10124 -116
Revision 8: 02/06/2012
Page 4 of 4
.4
V
H
J}
. y
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A
1
x
R
a. Y
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M
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TN
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LL
GENERAL NOTES: SERIES 200 NON- IMPACT SINGLE HUN3 WINDOW
1) THIS PRC -0UCT HAS BEEN DESIGNED g TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA
BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE 0 -miZI,
2) SHUTTERS ARE REQUIRED WHFN USED IN WI NO-BORNE DEBRIS REGIONS
3) FOR M ASONRY APPLICATIONS IN MIAMI-OADE COUNTY, USE ONLY MIAMI -DADE COUNTY APPROVED MASONRY
MASON RS UN'T8 MID CONCREOTE WITHIM NEKSILPERIAANCHORRTYPE, SEE TTABLES 9 8 6, S CEET 4S 'SETS - M1 ERIALS USED
9 AN
I- MASONRY ANCHOR$ MAY BE USED INTO TALL Al PER TABLE O 5. SHEET A ALL WO00
BUCKS LESS m
i -t /2' THICK ARE TO BE CONSIDERED 1X INSTALLATIONS 1X6N0011 BUCKS ARE OPTIONAL
REATER. 1X AND 2XIBUCKS ED
G ARE i•tR
.m
GK Oil E
T zx
PIR ED AS I N
K9 D_ S G
BUG K DE
WOOD BUCK , N1000 B
DIRECTLY TO SUBSTRATE
(WFIEN USED) 9 }TALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRVCTVR .
AND INSTALLATION 19 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD,
6) ANCHOR EMBEDMENT To BASE MATERIAL 8, ALL BE BEYOND WALL DAIS OR STUCCO. USE ANCHORS
W JOINT SEALANT 1$ USED ON ALL
NARROW 8 SHEET TABLE 6 s
LL TA d LNG
CF SUFFICIENT LENGTH AS SPECIFIED
1 ! LA
SH
SHOULD
BE SEALED,
OVERALL S
EAL NG F
T N ANCHORS P
CALLA 10 CO E
I 5 HE 9
RAMS. N NO T
OFT E F I BEYOND CORNERS H !D 9 B
FQV R CO
gTRAT EGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHER A
CF THESE INSTRUCTIONS,
6) SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE
6E CAPADLE OF TRANSFERRING APPLIED O SUCKS, BY OTHERS., MUST Be
O THe
gJC T LO DS IMPOSED ON THEM BY W
7 ) O E
g I GN PR S9L
CLASS
R AS
IM
a NE GATIVED ES r LOADS %A EO ON STRUCTURAL TEST PRESSURE, FRAME ANAL S 1 9 AN
'Rfi
FRAME
t 0 RESSI, :
30 TEST P
S TL'RAL
B. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE, gTRUC
ANALYSIS AND GLASS PER ABTM 51300.
e) THE NNCHORA30 METHODS SHOWN HAVE BEEN DESIGNED TO RESAT THE' BEEN U ADg CORRESPONDING TO
THE REQUIRED DESIGN PRESSURE. THE 33 113% STRESS INCREASE HAS NOT BEEN USED C THE INTO DESIGN OP
THIS PRODUCT. THE 1,0 LOAD DURATION FACTOR WAS 'J5ED FOR TILE EVALUATION E ANCHORS INTO 'WOOS.
ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS
OP THE FLORIDA BUILOING COOS FOR CORRQSION RESISTANCE.
I PA
NOS
NOS
JS /AFB
N A Ar
FEX O,
- ELCO
CR
ETE L
T N A
PA N 0 ,
- c0 UL CO
FTL 8
478' _L
B) R WOOD 10E9'. TEST REPORTS AND
FOR WOOD CONSTRUCTION AND ADM -2006 ALUM NUM DESIGN MANUAL.
10) The 200 SFR ES SINGLE HUNG WINDOW 1NAS FORMERLY KNOWN AS THE 4000 SERIES (FLANGE FRmoeI OR
4001 SERIES (FIN FRAME).
INOOW gYIAPES ANO SASH GONFIOURATION$ A$ SHOWN BELOW OR SIMILAR, MAY BE USED BY INSCRIBING 1HP,
TAPE IN i BLOCK AND OBTAINING DESIGN PRESSURES FOR THAT BLOCK SIZE FROM THE TABLES ON SHEETS 2 d 3
-.-j
-
NO ANCHORS
REQUIREO W
FLANGE
FRAME LEAD
53.1'B'" TIP 10 TIP WOTH
52 118" sJ K'NIQTH
_ 49 -1'8'
VIS{BLI. LIGHT
e
'�-�-
B' MAX. _
3" MAX
1
S' M1VJC. FROM
...... 1
6
CENTER OF
IN$TALLAT ON. FLANGE
21" LIGHT
1/IEETINO �j
L
1
7 B'
Mrv(.OA. TIP -TO g" NINE, 0.0
'IP
GL.AZINQ DETAILS . .
..,,, :. 7
HEIGHT 1
11
EXT RVBION PROFILES
)'
A BJCK
PARTS LIST:.:,....
.......6
IEI T
i GH
OF MAX. FROM
Maximum
V'llndow
N ROF E
'
A38 Steel l _
3,$"
MEETING
n kal+
..olare (6 (Min, 3 35
Halghll
36 -1!2"
• ! ,BLe
/S
LIGHT
C3
BUCK
HEIGHT
RAIL "� 23
1 - MAX, C A
i
9" _ -. ► B r
0 A • F REQ
3
MAX.
MAX. IN FLANGE F RA M E SELL
_
e MAX. 0,0
TYP. FLANGE FRAME ELEVATION TYP, INTEGRAL FIN FRAME ELEVAi ION
(TESTED UNIT) (TESTED UNIT)
ACT RATING
DESIGN FRESBURE RATING_
V ARIES: NOT RATE. FOR
SEE SI !EFTS 2 63 IMPACT RES�$'ANCE
COME I u Sncc I a'
G
OErvERAL NOTES................
1
ELEVATIONSLL....
...... 1
DESIGN PPESSURES
26 7
IN$TALLAT ON. FLANGE
..., 4
INSI ALLAT ION. INI EGRAL FIN. . 5
ANCHOR QUANTITIES
. -0
GL.AZINQ DETAILS . .
..,,, :. 7
CORNER ASSEMBLY
..,.... 7
EXT RVBION PROFILES
- 9'
PARTS LIST:.:,....
.......6
I-+- WICIH - -) raouUCTREVISELT
n,- ilhlne['Imida
... .. ,.-
I // 1 gutM;ngGnde II'IOI3.
pn y,wlaa No ILe
I��� Rsvlmd �7' RevM1,'orn E pirellen 'Tole �• T
`Y rTa' /j <FR'' , JJ 10/10/11 12010 FBC NOTE Ryye
,IEIGHT � 1`Z`,' ,CfiNSf Mloln Dede Prudoci Conl'
R•v1••d ar o •: Rsv'•iorn
HEIGHT 1 05
6
�j * N0 - Drown By:
c.a� "ptlor: ROSOWSKI
GENERAL NOT ES &ELEVATION J oae
;'p gTATC p, 2r 1070 TECtwoLCCY DRIVE nlfs+ 5111%11
O o . C� : LLAT ION 0
Pnov�arv;CNeL nacnreP VROVIswr7Rlet KAIUSTor=_a:At- „e ., SS.. F:,.)n <�. N. VENICE, FL } 2.8 ''JINGLE HUNG WINDOW NSTA
eWALu+e �G ,` P,O. XX 1529 Re
S /ONAG NoKOMIS, FL }4274 serldn /urea scae: T c,¢�m9 a, A
"0N(\1`'� MD SH2O0 -01
A LYNIJ bnILER, P.E. DERT• of nLrrH. I'2e29e SH -200 NTS
p. E.% 58705
TABLE 1:
flp -to-tlp dlrrens!I Tor narge wrnouwx III-- , " , , •., -. -- -
} OYacall sash height. For clear daylight height, subtraC(3 9116"
a Size range lociudes the Standard Pro View (3- ov3r -2 corfiguratIon) for the glen Window Height.
Fur o"era9 sash width, subtract 2. 15015" from the buck dimension.
I
TABLE 2:
°RODUCT ICE i A IBD� lorida
Monolithic Glass Types
A 11B" Arrea,ed Bundn,gccde
Acapunce r,o I; • !01 ,2 rr;
8 118' Tempered E^Ctreliu"'
C 3118 " Annealed ;IN „ „i edeP,odmk001v
D 3118" Tempared
E 1/4" Annealed _
TABLE 3F 14med
�
Insulated Glass Types
G
118" Anneaied, I Airspace, 1B" Annealed
H
Design
Q
Pressure
(lbs
/ff) for
Glass
Type
A, Fin
8, Flange rrame
P.SdulHam Plna (S(3 = .56)
a
Maximum
V'llndav
Sash Itelghtt
�q
-
6t d G r. 33 min.
Stoel u ,
Lu
U
Alurnlnum, 8083.75 min.
3 /8"
J
Q
Maximum
V'llndow
Width'
A38 Steel l _
3,$"
tl8"
n kal+
..olare (6 (Min, 3 35
Halghll
(see Flgule A, this aheeQ
Ungrouted CMU, II C -W)
1314"
1 -114"
C
33"
- -
P.T. Southern Pine (SG - 55)
3T'
1 -318"
41"
45"
49"
53.110"
Q
11.9116" (Equal Llte)
19.118"
+55.0
-80 0
28 -V2^
+65.0
-90,0
+554
+55,0
-90.0
•76 2
+55.0
-90.0
$5.5
+65.0
+G5.0�
80.0
+55,0 -80 0
+56,0 1 -90,0
+44,8 -44.8
+56.01 -90,0
+39.g •39.9
23"
under 18 -0/18"
+55:0
-00,0
+55,0
-90,0
+55.0
-84.2
+56,0
NU
+53.0' 61,0
+55 -57.7
+65,J -56,0
18- 90(r(EgL,alLite)
+550
-900
+550
37"
-900
.05:5
+55.0
j •51.3
+50.2 •50.2
+44.8 14'8
«3g,9' 39.9
own 18 8 /10"
+55.01
-90,0
+55.0
80.0
+55.0
-73,2
+55.0
+56.0
-63,8
+55:0
58.8
+50.0 -60.0
+44.8 44. 8
+40 0 �0 0
rldar 15 -718"
+56.0
-90.0
+55.0
•87.1
+55.0
-73.4
-68,0
x65:0
-58 5
+51.1 , -51.1
+45.9 -45.9
74-1--3-r 1.3
38 -3 /B'
+55 D
-90:0
+65,0
-90 0
+55.0
+55.01
-78.7
-82,7
+55.0
+63.0
-12.0
+66.01
-83,6
+56.0 I -67:8
+642 I -54.2
_
+61 6 -61:5
15 -118" thru 18 -3/18" 3
9 -114„ (Equal LItB)
+55.0
-90 0
+55.01
+55,0'
•90.0
-01.1
+55.0!
-73.4
+55.0
83,8
+55:0'
•58.8
+500 600
+348 44.8
+40Oi 40.0
o' er 18.1!4"
under 19 -9115"
+55.0
+650
+55,0
-00,0
-01,3
-90.0
+55.0
+55 0
•72.3
•87.8
+55.0
+55.0
-61.3
•74.0
+55.0
+5$,0
-55.3
-84.3
+50 8J
+E8 0
-b0,5
•58 B
+46,8 -06 B
+50,1 •50,1
+42 0 I -42,0
448 44,8
+38.7 1 -38.7
+40.0 -40.0
18.8118" Ihru 22-5(8" 3
4B"
+65.0�
-90:0
,
+56 0
-78.8
+65.0
-88.1
+66.0
-58,6
+61.1 -51.1
+a &0 48.0
+41.4 A' A
22 -91le (Equal Lite)
+55.0
-90,0
+55.01
-81,3
+b5.01
-55:3
x60.0
•60.5
+48,81 45.8
+42.0 42.0
+38 7 38.1
_ _
over 22 -9/19
+55.0
013
+53.0'
+55:01
•72.3
-62,8
+55.0
-55.4
+50.3
-50.3
+45.91
-46,9
+4t7'; 41,7
+38.9 -38.9
+38 2 8 2
_
40.0
20
under 20 -118"
under
+55.0
-71:0
82.5
+55.0
-+39.5
+65,0 1
-61.8
+55.0
•55.4
+49.31 49.3
+44.8 -44.8
+40.0
3
+55.0
X90,0
+55.D
4T
I
20.1 Ir 112"
+55.0
90.0
+ .0
55
EM
•78:4
+55.0
-68.5
+56:0
---1°
-57,8
+50.4 -50.4
+46.0 45.0
+40.1 -40,1
1
r B2 8.2
3
a- 118" E al
2 0 Lite) )
(�
6.0
-90.0
Dver 24 -9/ 18"
+55.0
+65.0
•71.8
-87 8
+ 55.0
+55.0
-82.8
-59.0
.5.0
+53.3
-"_4
•55
-53 3
+ 50.3
+48.5
• 0.3
5
•48.5
+ 45. 9
+44.1
I -46 9
-44.1
-64.2
+ 1.7 -41.7
4 �
+40.2 -40.2
+49.1) -49.0
+ B
38. 38
3 ..----
+37.0 37.8
+44.2 •44.2
�- - -----
+34 0 � -3a S
+40.0 -40.0
-2013/ 10"
under
-00.3
_
+ 65.0
-77
5
_
+55,0
.00.0
_
+54.2
I
+50 33 50.3
*44.9 44,8
«39.91 -38.8
20- 13118" ihru 24.11118 . 3
+ 65.0
•8 .8
9 _
I_
+ 55.0
605'8"
+55.0
1 -76.4
+65.0
65.7
+65.0
-57.4
+3L0 •37.0
_
+34 9 -34.0
2 -314" (Equal Lite)
+55.0
-90.0
+55.0
-90.0
-59.9
+44
�0:
533
1 .8
+48.5
+ 1
,9.
51.9
-08.5
.a i
+44.1
.6 0
7 4'
-44.1
-3e o
7.4
4
+40,21 -40.2
v
+ a _z.e
4 2 •4
3
30.0 3
r -39,9
39.3
37 .6 z7 e
- + 37.3
3 73
0 er 24-5W
+55.0
87.8
+66,0
under 2a- 15/18
+55.D
•60,0
,-43.8
81"
24 15/19 thru 30 -SIB
Lite)
+560
+55.0
j -75.0
I -67.9
+560
+66.0
68.0
I •75.9
+557.
+55.0
-68.8
+53.0.
5 9.7
-
+53.5
_
-53,5
+48.7 -48 77
_
+43.8 H13,9
+39 9 1 •39.9
30-900" (Equal
6.5
+44.1
44.1
{ 2 s0 2
40.
+37.8 97.6
+34.0 •34.6
over 30 9 1 a"
+654
-87.0
+55.0
-59.8
4L2
+53.3
+40,3
+664
53.3
40.3
-63.7
+48.5
+37.8
+80.5
,'
-31,8
-50,6
+34.0
+48.1
1 -34.8
48.1
+91,31 -31.3
+41,9 -41,9
+28.8 -28.9
+39.0' •390
+26.511228,5
+363' 383
under a6 -3 4"
+53.7
-54.7
+41.3
63
26 -314" thru 31 -618 t
+ 65.0
-72,0
+66.0
+58.0
G3.2
•71:7
+55.0
-64 8
265.0
L -58.2
+52.4
-e2A
+47.8 1 -07 9
+43.3 143,3
,39,7�39,7
31- 9118" (Equal Lit a)
+55.0
-83.9
69.8
+53.3
.63 3
+48.3
I -48.5
+44.1
I -44.1
+40.2 ( -40.2
+37.8 ! •37.0
+34 3 1 -34.6
/1 „
0 ref 31 8 0
under 29-3/4"
+55.0
+53.3
-87.8
-53.3
+68. D
+39.7
-39,7
+38.1
1 38.1
+38.7
30.7
+ 33.4
_ _
-33,4
L -
+ .3 -30.3
30 ,
T-
+ 5.6
8 2
25 ,
+31A •314
+48.2
48.2
+44.0
-44.0
+40.1
_A
1 0.1
+37.0 -37.0
U
73"
29 -31M1" ti rte 38 -6(B" 6
+55,D
$1.0
+62.0
624
+51,5
i -51.5
+37.0
-4T.0
+42.7 -42.7
,37 .0
30 -9118" (Equal We)
+55,0
-83,3
+55..0
"58.3
•62.1
+48.3
X18.5
+44.1
-04.1
+40.2 40.2
+37,8 37.8
*34 9 •34.8
0 9r 3 &8118"
+55.0
-67.8
+55.0
-39.7
_:4$
+39.1
•39.1
-
238,7
38.7
x33.4
_
•33:4
`y�
+30.3, 30.3
( -
+34.8' 34:8
+28.0 -29,0
+3171 -317
+25 S
e
-29 "
295)___
under 3 1 4"
+53:3
•53.3
+-39.7
+55.0
•58.3
+48.0
.0
+45.2
r -45,2
x41:2
1 41.2
4
+ 37.8
-37.9
0
_ _
_
78"
u
-50 8
+40 3
•48 3
x49.2'
- --
-45.2
+ 44
a
1 .2
2 2
x403 I
*37.71 -37.7
1
+34.3' -34.5
I
-1116" E
l Lite)
38.1!18" (Equal L
+55.D'
.62 .5
+60 B
.v...,,..,
",,,,,"
-M-f
V.
flp -to-tlp dlrrens!I Tor narge wrnouwx III-- , " , , •., -. -- -
} OYacall sash height. For clear daylight height, subtraC(3 9116"
a Size range lociudes the Standard Pro View (3- ov3r -2 corfiguratIon) for the glen Window Height.
Fur o"era9 sash width, subtract 2. 15015" from the buck dimension.
I
TABLE 2:
°RODUCT ICE i A IBD� lorida
Monolithic Glass Types
A 11B" Arrea,ed Bundn,gccde
Acapunce r,o I; • !01 ,2 rr;
8 118' Tempered E^Ctreliu"'
C 3118 " Annealed ;IN „ „i edeP,odmk001v
D 3118" Tempared
E 1/4" Annealed _
TABLE 3F 14med
�
Insulated Glass Types
G
118" Anneaied, I Airspace, 1B" Annealed
H
308" Annealed, 3110" Airspace, 118" Annealed
Q
" Ins ace tl0" Tempered
118 " Tern�ersd, 114 A p
r
�__._.
- 3110" Tempered, 3118" Airspace, 118" Tampered
Z c~jJ
z Z
.
FIGI;RE A: SASH Z 0
CROSS SECT ION 0 Z
(WITH G -AS MONOLITHIC CC CUSS
� Z
�I Z
- O 0
Y
O
N
\,15 -: �
H
r W Z
HE GH T
ISBLE LIGHT I
yy
yp E
i
(n
-1E IGH T
,II
SASH 1E13HT 3 8116"
III � ig�
s
d
`,,IIIIIII) /,
III x
NOTES
x d
1) USE THIS TABLE FOR ALL WIN00`NS THAT ARE OIAZED'NITH'IB" - g y IY Q
O =3
ANNEALED GLASS (TYPE .AJ.
v N �
2) FOR SIZES NOT SHO! "iN, ROUND 'JP TO TFIE NEXT AVAILABLE WI01 N C
OR HEIGHT JIIVENSION S.JOWN C %N THE TABLE. (C(V��
y1. O
''''IIIIIIII``
'ABLE 2:
AENIE hic Glass Types I•RaDUCT REV'h }�Fto da
I, u,I'4Y1 B I"
A 118" Arrested DwlJing Codo 1
Accaplmxc rJO _I•
g T-TF Tempered p `pimucn tale _ v
p 3118" Annealetl ) •
I ITyI �Vada haduct CotUtuj'
p 3118" Tampered h1 ' / /
v V4" AlTnealed
-F 1;4 " Tempered _
Y
cn r l
Insulated Glass Types _ o
1' O Z N
Anneaied, 14' Ahspace, 118" A u aBIBd & = 118
Airspace, Annealed O
3110" Annealed, 3/18" V}
1 /8" Tempered, 114" Airspace, 118" Tampered g
j �3i18" Tenlpared, 3 "9" AIISOace, ti8" 7em{;erad W Q
_ Q Z
T O t co
FIOJRE A' SASH I - _
CROSS SECTION Z
rWI TH 1.0. GLASS)
Lu Z _
CL _ ,°
z w
�_T7
snsN W $Z
v151BLE LIGHT III: i� rIEI �T L CE
HEIGHT I 111
SASH rrEc.FT • 3-en1 • � pp
I -- � � N n♦ W
III I � h,N w1 M
1
K
II. II I
j--
o o
Ills w�
NoT-s
"HIS TABLE FOR ALL W'NOO WS T`L :T ARE GLAZED WITH CLASS �
1) Use - p-
TYPES B � J. NOT APPLICABLE WITH 118' ANNEALED SUSS (TYPE A). _ qq
�` z W
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE NlIDTH ORy J1w% 2
HEIGHT DIMEri SIGN SHOIPM ON Ti -IF. TABLE, 1
'r'1illnllll,
-- _ EDGE EDGE DISTANCE - EDGE
INSTALLATION DETAILS FOR FIN FRAMES EDGE _� '- DISTANCE ,,4'MAXSH:IM --
TYP, ANC, OR TYPE. ENISEUNENT ANQ DISTANCE STArIGE
t;4' MAX h +A% SHIM IYP. ANCHOR TYPE,
�- EDGE DISTA ICE PER SUBS -RATE, SEE 2X +1000, SEE
IADLE 8, THIS SHEET T (?� �? EMBEDMENT AND EDGE
�� D'$l ANCE PER SUBS ?RATE, � II i � 10`5 7, TH S
2X IVOOD, II i `hI 6EE TnBLE 0, TF+IS SHEET. \ I v� SHEET
INSTALLATION ZX `V,000, SEE 1401 E 2. THIS SrIEET Ek1BECf.!IENT - SEE hOTE 2, ,
__ EInBEDh,EINT THIS$HEFT 1� HORIZONTAL SECTION C -C
OPTION 5 - - -- - _ -- - -- zx WOOD II I
CURVED hEADER EDGE -� EDGE SEE VOTE 2. I 1 ` J 1 41 (27 I 1
INSTALLATION DISTANCE = ✓ DIST 0.NCE -"� =_ TH.S SHEET
ANCHOR (SCREW)
THROUGH THE FIN EDGE -- -
Tj
' D•.S'A,VCE' Dg: A.VCE:
1
I �
.. En ".a�DnIENT
T -
1' I
1 �
u
I
,141 T
�C I
J
d" HIM 1
1, Iv1AX S
rJ 1:'4' btAX SF
TYPE
�
`,F_ I
Y "JC TORT � ---"
I
T P. AN CH /
8 /
T
T i
AND + DM N as INSTALLATION
E4 BE E -- IN TALL
I R r _ - S
TY N 10 T - _
P.A C =- -
1 -
^ I-I
2d
EDGE DISTMICE 4) -
I � -E •�I'I � EMBEDMENT q,VO EDGE ._, � OPTION B
PER SL BSTRATE. 71 (ANCE PER RATE.
$ ION L TA 'ION ANCHOR
INSTALLATION
NS LA
t1 4
1 �!- E
SEE 1 ABLE 8: THIS SEE TABLE 6, THIS SHEET. `- 2 \
SEE �---� - 2 \ AI THROUGH THE FN
T OPTION 5 3 � -', (N L)
1EE .
B EXTERIOR �
/
L _ TtON
T LLA -
s
A
N I
a
- L AT IoW 3
' NSi AL
VISIBLE OPTION ANCHOR (SCREW) 1.� VISIBLE Lill H7 WIDTH - -•-{
-IGHT III $1 RAIGHT HEXCIER THROUG-i THE FIN
,EIGHT ` 31 / 30 INSTALLATION ANCHOR
- - -- DUCK'a'DTH -- EGRESS FORMULAS
-- -- --
i j
- 29 ;SG RE W T} ROV G H THE FIN
E
UAL - I TE
)
- I V'IICI M: BUCK'MOTH • 3' I
1Y2- -13118
MULLION SECTION _ -- ---�- Ya � H EIGHT: BO.,K LEIGH 5
MAY E
: MULLION A B
A VEO
� FFRO
41 � - CAE
I
LIGHT
r
I LIGHT FOR AU_
r . Ax.
VIS
LE I
--� H IZON AL M
VERTICAL L OR 04
7 VE T A
I /
T
L B RATE
M. SE
E SU 5
_ TiON va' H �I U L -CITE
� _ INSTAL S EQ A
EXTERIOR
T
T
L -�
THIS H E .
-- - c R EB SS C
v n T BL
ER Eb I
RO 1 "
I .411
HI H: � KWD
� ,H 8 .
_ W A 9LC
I OT $ S
T O 7_
I� OP N )
2'751' USE EIT'IER INSTALLATION ,r - WIDTH (FIXED): BUCK wJ1Dm 3"
LATCH (e 29) OR 1
H 'B KHEIGHT -8 -1.18 "112
1 HEIGHT VC
SLICK � AtJC1 -'OR (SCREWI I I - • NtAX iHIM 0
HEIGHT 921 BOTTOM LOCK t 1:4 E %TERIGR I� �- / (AI +).TESTED TFJRGH T''-IE FN . 911 LOCAT WITH FIN
`- _ 8 -6.8" FROM " - -,_- REMOVED`)
1 + 74� a10 S1EEL ___
VENT END. L_._�� _ * PL- g
_ I SE' "F- DRILLING --�
- 7 ( SINS (G6) y ))
f
1
�-
3�
C�
�� � EXTERIOR �J I
-�
ALUMINLMr5TEEL FRAMING CR STEEL
'20 S'UO, SEE '.S U SST RATE PROPERTIES,
TA @LE 6, THIS SHEET.
5) W TE3
TABLE
F - - - -- - - -
Anchor
Ci
Min, Edge
Dlatance
Min.
Embedment
2-112" x .113" Box Nall
Q
tl2"
�O
�T12x :131" Common Nall
P,T Southem Pine (SO 5E)
O
NZ N
¢?
2.1 2" x ta5" Roofing Nall
P.SdulHam Plna (S(3 = .56)
a
2- 7/18"
N10 Steel Srv1S Screw (35)
�q
-
6t d G r. 33 min.
Stoel u ,
Lu
U
Alurnlnum, 8083.75 min.
3 /8"
J
Q
Steel Stud, Gr 33 min.
Z c~jJ
z Z
.
FIGI;RE A: SASH Z 0
CROSS SECT ION 0 Z
(WITH G -AS MONOLITHIC CC CUSS
� Z
�I Z
- O 0
Y
O
N
\,15 -: �
H
r W Z
HE GH T
ISBLE LIGHT I
yy
yp E
i
(n
-1E IGH T
,II
SASH 1E13HT 3 8116"
III � ig�
s
d
`,,IIIIIII) /,
III x
NOTES
x d
1) USE THIS TABLE FOR ALL WIN00`NS THAT ARE OIAZED'NITH'IB" - g y IY Q
O =3
ANNEALED GLASS (TYPE .AJ.
v N �
2) FOR SIZES NOT SHO! "iN, ROUND 'JP TO TFIE NEXT AVAILABLE WI01 N C
OR HEIGHT JIIVENSION S.JOWN C %N THE TABLE. (C(V��
y1. O
''''IIIIIIII``
'ABLE 2:
AENIE hic Glass Types I•RaDUCT REV'h }�Fto da
I, u,I'4Y1 B I"
A 118" Arrested DwlJing Codo 1
Accaplmxc rJO _I•
g T-TF Tempered p `pimucn tale _ v
p 3118" Annealetl ) •
I ITyI �Vada haduct CotUtuj'
p 3118" Tampered h1 ' / /
v V4" AlTnealed
-F 1;4 " Tempered _
Y
cn r l
Insulated Glass Types _ o
1' O Z N
Anneaied, 14' Ahspace, 118" A u aBIBd & = 118
Airspace, Annealed O
3110" Annealed, 3/18" V}
1 /8" Tempered, 114" Airspace, 118" Tampered g
j �3i18" Tenlpared, 3 "9" AIISOace, ti8" 7em{;erad W Q
_ Q Z
T O t co
FIOJRE A' SASH I - _
CROSS SECTION Z
rWI TH 1.0. GLASS)
Lu Z _
CL _ ,°
z w
�_T7
snsN W $Z
v151BLE LIGHT III: i� rIEI �T L CE
HEIGHT I 111
SASH rrEc.FT • 3-en1 • � pp
I -- � � N n♦ W
III I � h,N w1 M
1
K
II. II I
j--
o o
Ills w�
NoT-s
"HIS TABLE FOR ALL W'NOO WS T`L :T ARE GLAZED WITH CLASS �
1) Use - p-
TYPES B � J. NOT APPLICABLE WITH 118' ANNEALED SUSS (TYPE A). _ qq
�` z W
2) FOR SIZES NOT SHOWN, ROUND UP TO THE NEXT AVAILABLE NlIDTH ORy J1w% 2
HEIGHT DIMEri SIGN SHOIPM ON Ti -IF. TABLE, 1
'r'1illnllll,
-- _ EDGE EDGE DISTANCE - EDGE
INSTALLATION DETAILS FOR FIN FRAMES EDGE _� '- DISTANCE ,,4'MAXSH:IM --
TYP, ANC, OR TYPE. ENISEUNENT ANQ DISTANCE STArIGE
t;4' MAX h +A% SHIM IYP. ANCHOR TYPE,
�- EDGE DISTA ICE PER SUBS -RATE, SEE 2X +1000, SEE
IADLE 8, THIS SHEET T (?� �? EMBEDMENT AND EDGE
�� D'$l ANCE PER SUBS ?RATE, � II i � 10`5 7, TH S
2X IVOOD, II i `hI 6EE TnBLE 0, TF+IS SHEET. \ I v� SHEET
INSTALLATION ZX `V,000, SEE 1401 E 2. THIS SrIEET Ek1BECf.!IENT - SEE hOTE 2, ,
__ EInBEDh,EINT THIS$HEFT 1� HORIZONTAL SECTION C -C
OPTION 5 - - -- - _ -- - -- zx WOOD II I
CURVED hEADER EDGE -� EDGE SEE VOTE 2. I 1 ` J 1 41 (27 I 1
INSTALLATION DISTANCE = ✓ DIST 0.NCE -"� =_ TH.S SHEET
ANCHOR (SCREW)
THROUGH THE FIN EDGE -- -
Tj
' D•.S'A,VCE' Dg: A.VCE:
1
I �
.. En ".a�DnIENT
T -
1' I
1 �
u
I
,141 T
�C I
J
d" HIM 1
1, Iv1AX S
rJ 1:'4' btAX SF
TYPE
�
`,F_ I
Y "JC TORT � ---"
I
T P. AN CH /
8 /
T
T i
AND + DM N as INSTALLATION
E4 BE E -- IN TALL
I R r _ - S
TY N 10 T - _
P.A C =- -
1 -
^ I-I
2d
EDGE DISTMICE 4) -
I � -E •�I'I � EMBEDMENT q,VO EDGE ._, � OPTION B
PER SL BSTRATE. 71 (ANCE PER RATE.
$ ION L TA 'ION ANCHOR
INSTALLATION
NS LA
t1 4
1 �!- E
SEE 1 ABLE 8: THIS SEE TABLE 6, THIS SHEET. `- 2 \
SEE �---� - 2 \ AI THROUGH THE FN
T OPTION 5 3 � -', (N L)
1EE .
B EXTERIOR �
/
L _ TtON
T LLA -
s
A
N I
a
- L AT IoW 3
' NSi AL
VISIBLE OPTION ANCHOR (SCREW) 1.� VISIBLE Lill H7 WIDTH - -•-{
-IGHT III $1 RAIGHT HEXCIER THROUG-i THE FIN
,EIGHT ` 31 / 30 INSTALLATION ANCHOR
- - -- DUCK'a'DTH -- EGRESS FORMULAS
-- -- --
i j
- 29 ;SG RE W T} ROV G H THE FIN
E
UAL - I TE
)
- I V'IICI M: BUCK'MOTH • 3' I
1Y2- -13118
MULLION SECTION _ -- ---�- Ya � H EIGHT: BO.,K LEIGH 5
MAY E
: MULLION A B
A VEO
� FFRO
41 � - CAE
I
LIGHT
r
I LIGHT FOR AU_
r . Ax.
VIS
LE I
--� H IZON AL M
VERTICAL L OR 04
7 VE T A
I /
T
L B RATE
M. SE
E SU 5
_ TiON va' H �I U L -CITE
� _ INSTAL S EQ A
EXTERIOR
T
T
L -�
THIS H E .
-- - c R EB SS C
v n T BL
ER Eb I
RO 1 "
I .411
HI H: � KWD
� ,H 8 .
_ W A 9LC
I OT $ S
T O 7_
I� OP N )
2'751' USE EIT'IER INSTALLATION ,r - WIDTH (FIXED): BUCK wJ1Dm 3"
LATCH (e 29) OR 1
H 'B KHEIGHT -8 -1.18 "112
1 HEIGHT VC
SLICK � AtJC1 -'OR (SCREWI I I - • NtAX iHIM 0
HEIGHT 921 BOTTOM LOCK t 1:4 E %TERIGR I� �- / (AI +).TESTED TFJRGH T''-IE FN . 911 LOCAT WITH FIN
`- _ 8 -6.8" FROM " - -,_- REMOVED`)
1 + 74� a10 S1EEL ___
VENT END. L_._�� _ * PL- g
_ I SE' "F- DRILLING --�
- 7 ( SINS (G6) y ))
f
1
�-
3�
C�
�� � EXTERIOR �J I
-�
ALUMINLMr5TEEL FRAMING CR STEEL
'20 S'UO, SEE '.S U SST RATE PROPERTIES,
TA @LE 6, THIS SHEET.
5) W TE3
TABLE
F - - - -- - - -
Anchor
-- ---- -- - - --
Substrate
Min, Edge
Dlatance
Min.
Embedment
2-112" x .113" Box Nall
P.T. Southem P1ne (SG • 55)
tl2"
2.7110"
�T12x :131" Common Nall
P,T Southem Pine (SO 5E)
3118"
p 12 Steel SINS
r w u5
5c e ( )
2.1 2" x ta5" Roofing Nall
P.SdulHam Plna (S(3 = .56)
8/19"
2- 7/18"
N10 Steel Srv1S Screw (35)
P.T. Southem Pine (SO - 55)
-
6t d G r. 33 min.
Stoel u ,
3/8"
Alurnlnum, 8083.75 min.
3 /8"
118"
Steel Stud, Gr 33 min.
3,8'•
0.039
A38 Steel l _
3,$"
tl8"
I
I'R0I)IIC1 REVISED
I III W ccnlplyiq with tIm Flmide
aI I L U 1; USE ONLY SU351 RgTE I IbIIMIMUM OF 3 THREADS BEYOND THE METAL SUBSTRATE. Daildihs Cude
G ( - 1,4" M4X Sr11M Acwp
LLL- -- iii--- .--- ---... r APF ROFRIATEA,NCHORS LISTED ,T' a1. -'r7,� fiev :sad By: Cate: Rs.ta!an: F... Iteticn Dnte Clp
- -' - - - -- y 1 oN TABLe e of iM SHEET: ��o N ,.. !! /F 3 JJ 10/10/11 NO CHANGE B n
_I FOLLOW EMBE01NtENT AHD EDGE
- -- ` MI¢ml ¢de torhwt CoN t'
TYP. ANCHOR TYPE, - f EDGE DISTANCE LIMITS. ANY 9x. a •. Re.lion: ri
EMBEDMENT AND EDGE_ -` ���- ' DI$TAN� INSI ALLATION vIFTION SHOWN O * 53706
DISTANCE PER S'JBSTRATZ-, __ No
SEE TABLE 6, THIS SHEET f MAY BE USED ON ANY SIDE OF This - _-
�` �- G EDGE A/INDOW. * Ceeotp Gon: 0 "� ""
DlsrArice = o `':, a• �yt P rl :' w FIN FRAME INSTALLATION DETAILS J ROSOWSKI
INSTALLATION -- -_ _ -� __ z) 2X,"1000 FRAMING OR
BUCK, c
1.1,2' THICK OR GP.EATER, p SATE Of ��\ 1070 TECHNCLOOY DRIVE nUeu C°r0-
0PTIONI3 -- EMBEDMENT - %�F '',. coR',q? nOj�; N. VENICE, FL 3427s -ION 05/11/11
SINGLE HUNG WINDOW INSTALLAT
INS'ALLATIGN ANCHOR THIS SHEET 3)'v1SIDLE LIGHT WIDTH OR HEIGHT , S'p �< P,p, BCX 1528
(NAIL) THROUGH THE FIN 2X W000, SEE NC1E 2, , /(�N, A \! _- Orew,n No. Rev:
IALSO REFERRED TOPS DAYLIGHT NO!(OMIS, FL }4274 Se.:es/VCde': Scaler 9 r�
OPENING) IS MEASURED 'ROM A LYNN MILLER, PE SH-200 NTS MD- SH2OO'V 1 A
VERTICAL SECTION D -D BEAD ING TO BEADING. PEs 68705 CERT. OF AUTH, #20205
INSTALLATION DETAILS FOR FLANGE FRAMES coucRETE/cMU corJCRETECMI r •-
PERANCHOR FERANCHOR TYP.ANCtiOR
OPTIONAL QDOON (13 EN "aEDh1ENT REQUIREMENT REQUIREMENT TYPE,
INSTALLATION FLANGE 14 HEAT, \� - -- 3 EMBEDMENT AND
SILL g ;AMBS 114. MAX 41 _. /27 EDGE DISTANCE
OPTION 1 -' O �� PER$UBSTRATE,
91i1M j 1 II.
CURVED IIEAQER EDGE I �' 12 91 / 10 f SEE TABLE S,
INI ALLATK)N INTO HOOD �� �`/�-- DISTANCE , - \ rCv jj y THIS SHEET.
2X, SEE NOTE 21 THIS E
IS SHT.
�
TYP, ANCHOR 1 981 _ "-� �' - -r-� -- •-1- EMBEDMENT
EMBEDMENT "_ -_. -- �� .'I DISTUAr CE
L4' VAX j fdAX J AND EDGE li 1 - ---- 24
i�r SH':M SHIM DISTANCE PER I i -_ -
TYP, ANCHOR TYPE, 1 SUFS'RATE, --
�� EMBEDM1 ENT AND Y \�1 SEE TABLE 5, /
EDGE DISTANCE THIS SHEET .
4 " - - 84 EXTERIOR INSTALLATION
1. 66 PER !,BS! RATE,
43 J _
sEEABLES, nag INSTALLATION OPTION 3
381
INSTALLATION �/
SHEET OPTION 1 . - v!s'eLE UCHT'rnDTH - -� INSTALLATION ANCHORS
VISIBLE STRA13HIT HEADER OPTION I THROUGH IX BUCKSTRIP
_IGHT fir^ INSTALLA"ION ONTO NSTALLATION �- BUCK WIDTH - ^I
TIP -70-TIP WIDTH INTO MA80rJRY.
1 -EIGHT �_9 +1000 2X. P`+0 ANCHORS ANCHORS DIRECTLY -
�13> REOUIR -C AT HEADER. INTO MASONRY. HORIZONTAL SECTION A ^A
- - - -- 1 �a� _ -
EG!2ESS FORMULAS
412 STEEL
C `
SELF-DRILLING (08)
(G8).
SM9
41 SEE
TABLE S TEET
2 751" B - H_ET _
)
1 _
i _
BUCK Ex'! ERKR use EITHER
HEIGHT LATCH (a 29) OR INSTALLAI ION
BOTTOM LOCK O ION
4
P T
1 T ED - I
(N1 ). EAT iNSNCHO �S
11P -TO -TIN S UNIT LOCATION: A!•JC:NOR5
HEIGHT � "F
EIG 39)� VENT ROfA
I I VENT END: DIRECTLY INTO I,
METAL _
E r I "7T-Lr
v51 BL J
C II:
I_ I
I .rh T , t, 34 � CADE APPROVED MULLIOrr,
t1E,GHT II , ALUMINUM, STEEL FRAMING OR EXTERIOR
ABLE 5._
Anchor
Group
Anchor
Substrate
---
Min. Edge
DIVAroe
Min.
Embed ant
-1iq" 10 SS CretaFlex
90
Ungrouta CMU, (A8l G )
t"
1.1/4"
g
p 12 Steel SINS
r w u5
5c e ( )
P.T Southern Pine (SG - .551
9061
1 -318"
m 6083 •T 71r)
AI minu 6
u
32'8"
1/6 `
-
6t d G r. 33 min.
Stoel u ,
3/8"
0 .0348 '20 Gar
I
A38 Steel
3i 8"
1/8111
, ' Pia
1;4 "4105S Ces x
P.T. Southem Pine (8G - .65)
1"
1 -318"
n kal+
..olare (6 (Min, 3 35
1„
1^
Ungrouted CMU, II C -W)
1314"
1 -114"
C
"
1/4" Steel J1118:an
- -
P.T. Southern Pine (SG - 55)
VI
1 -318"
Concrete (min. 21 W)
Ungrouted CMU, (ASiM 0-90)
V
Q
(EQUAL-LITE)
WIDTH: TIP- TO-TIP WIDTH • 4"
1•'
- P wiOTH
HEIGHT: TIP-TO-71P M - a sJ e
YISaL_ LIG HT FORMULAS
i EQUAL
CITE
)
WIDTH (SASH): TIP -TO -TIP VADTtt •
WIDTH (FIXED): TIP -TO -TIP V4D7H - 4"
I11GH71 (TIP•TO-TIF HEIGHT • 7.1(10112
STEEL STUD, SEE SLIEST RATE rl ' MIrAMUNI OF THREADS 3EYON0 TF,E METAL SUBSTRA'E.
PROPERTIES, TABLE 5, THIS SHEET, V
NOTES
\ __ ` J 1) USE ONLY SLEST RATE- ALOW PPROFRATE ANCHORS LISTED ON TABLE 6 OF THIS Si I IEET. FO EMDEOVENT AND EDGE DISTANCE LIMITS. ANY ,NSTALLATION OPTION
(4332 �/ I�� Y� SHOWN MAY BE USED ON ANY SIDE OF TyE 'WINDOW.
r' - t ? T! N .
i A 1 1 R' X INS ALLA V 5
._ -1; " , CK ARE 10 BE CAr S UE ED
i- NI 2 H
4" � - 1 � ' 1 KS LESS 1 HA
225 U THIS SHEET ALL A OOD BVC
P TA 5 HASH
3 AS PER TABLE FD IN? WOOD
MAY US_ 0
J. VA. H RS NA
hIA Or R ^C 0
2 9
1 �K
2X 'N000� / _ {p\1 IX'N000 BUCKS ARE OPTIONM IF UNIT IS INSTALLED DIRECTLY TO 9JBS
-RATE, WOOD BUCKS DEPOT ED AS 2ARE',-1/2 "THIION' GHE RES IX 2X BOOKS
3UCI IP, i / ;WHEN USED) SHALL BE DESIGNED -0 PROPERLY TRANSFER LOADS TO TH£ STRUCTURE. N /000 BUCK DESIGN AND INSTALL4TION 'S THE RESPONS131LITY OF THE PRODUCTS iii ED
I SEE NOTE 2, - ENGINEER OR ARCHITECT OF RECORD. n4 crvnplyu!g wish tlrc Florida
Uuddii,g Cole
1 ?HI89HEET, r'Il
I Aaapmnca No i�IDi ,J
1- -_ i"` -� _- _ `_ 3) V!SIOLE LIGHT 'vv10TH OR HEIOI IT NL50 X L1NA 4, 7 Ravfsed 9y: Dole: Rwnion, G. ban D,>te Ili+
_ REFERRED TO AS DAYLIGHT OPENISIG) is `S��N til /Y/ i J J
^� VEAS'JRED FROM BEADING TO BEACING. LtcEN SF.. Fp 10110/11 NO CHANGE Vy4'r Ltc
MAY SHIM \ I r.,,4,Id ey: Dole: Revr•(om Mmmi )ndc Praducl LonJPI -)
\\ *: * L `/
No .58705
VC ANCHORS [ I CONCRE'E PER
REQUIRED IN ANCtIOR =v''. G( �; E FRAME INSTALLATION DETAILS J ROSOWSKI
T r o ro r FLANGE
F NGE UI MEV C 1 I
U R_OU RE d��J ICI
4
FRAME SI.L : (� gAr_ O !(� Da(e;
' � � T ,070 TEGhINOLOGY DRNE IDla:
°(ORION G�`�;` H. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION 05(11/11
E� \� P 0. BOK 1520 _-
VERTICAL SECTION B B �NAL1111, NOKOMIS, FL 34274 s•ra. /Irea.J: sea;.: _ r Irri, 14" Re "r
L A L /NNMLLER.P.E CLRT, OF AUTH, 129296 SH -200 HT`S MD-SH2O0 -01 A
0.E.t 88105 I
MIAMI•D:"E NuAnrI -DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTNIENT OF PER111I11ING, ENVIRONIIIENT, AND REGULATORY 1 1805 SW 26 Street, Room 208
AFFAIRS (PEIL%) 14iami, Florida 33175-2474
BOARD AND CODE ADNIINISTRATION DIVISION T (786) 315 -2590 F (786) 315.2599
NU ICE OF ACCEPTANCE (NOA) 1rYrTr.miamid de. ov/ cra
Pii Industries
1070 Technology Drive
North Venice, FL 34275
SCOPE:
his NOA is being issued under the a pp licable rules and regulations ulatiots governing
the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -
Product Control Section to be used in Miami Date County and other areas where allowed by the Authority
Having Jurisdiction (AIIJ).
This NOA shall not be -valid a er the expiration d stated below. The Mta t Da de County Product Control
Se ction (l n M i rtti Dade County) ) and/or the AH1 (in areas t Ta� Miami
Dade County) reserve the right
to have this produ c t or m aterial tes ted for quality assurance purpos e s, If t his produ c t or material fails
to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may,
immediately revoke, ke motif y, or sus p e nd the use of such product or material within their jurisdiction. PIRA
reserves the right to revoke this acceptance,
if it is deter[` red by Mt a nt
Dade County Product Control
Section that this product or material fails to meet Tfie requirements of the applicable building code,
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone -
DESCRIPTION: Series "SII -200" Aluminum Single III Window - N.I.
APPROVAL DOCUMENT: Drawing No. ND SI1200 -01 titled Sr n I e Hung Window hts[allalto
t
sheets 1 through 8 of 8, dated 05111/11 with revigii A dated 10/10/11, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P,E., bearing, the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control
Section,
MISSILE IMPACT RATING: None
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model /series, and following statement: "Miami -Deade County Product Control Approved ", unless otherwise
noted herein,
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negati -yii affecting the performance of this product,
`I'E101JNATI0N of this NOA will occur after th�'e expiration date or if there has been a revision or change
in the materials, use, and /or manufacture of the pir duct or process, Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA, Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number precleded by the words Miami -Dade County, Florida, and
followed by the expiration date tnay be displayed in advertising literature. If any pot'fion of the NOA is
displayed, then it shall be done in its entirety.
INSPE CTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official,
This NOA revises NOA 4 11- 0614.01 and consists of this page l and evidence page E -1, as well as
approval document mentioned above.
The submitted documentation was reviewed by Nl nuel Perez, PIE.
WWIDADECOUNTY NOA No, r 01, 012
•,. W 1 Expiration Date: September 01, 2016
Approval Date: Deeeuiber 08, 2011
Page 1
PGT Industries
NO'XICE OF ACCEY'TANCE: EVIDENCE SUDINUTTED
W
A. DRANVINGS 3
and sections, ' � I s,
'e drawl/
1. Manufacturer's d1
2. Drawing No. N1D- SII200 -01., titled Single IIuI1g Window Irtstallatioll Sheets 1
tl-rougli 8 of 8, dated 05111.111 with revision A dated 10/10/11, prepared by
nanufacturer, signed and sled by Anthony Lynn Miller, P.E. Z
0 TESTS
R1
7 rAl ,
202-94
"12ratioa `lest. per FBC S
Air Intr
1. 'rest reports on; 1 A
,p
}
p
2) Uniform Static Air Pressuxe Test, Loading per FBC TAS 202 -94
2
3) Water Resistance Test, per 1?BC, '1 A S 0 2 -94
4) Forced Entry Test, per FBC 2411 111, TAS 202 -94
along with marked -up drav�ulgs and installation diagram of series Sl I -2 00 aluminum
single hung window, prepared by Fenestration'1'esting Laboratory, Inc,, 'Test tZeport
No, FIL -6479, specimens I tluu. 26, dated 03/28/11, signed and sealed by Marlin D,
Brinson, PX.
(Subiniffed under" previous 1V0A 411- 0614.01)
C. CALCULATIONS:
1. Anchor verification calculations and structural analysis, complying with FBC -2007
and FBC -2010, dated 06''08i 1 I and updated on 10 /07 /11, prepared, signed and sealed t
by Anthony Lynn Miller, P.Y.
2. Glazing complies with ASTM, R1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Enviroluneut, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1, None,
F. STATEMENTS
1. Statement letter of conformance to the FBC -2007 and FBC -2010, dated 10107111, 4n
signed and sealed by Anthony Lymi Miller, Y.E,
2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony
Lynn Miller, P.E,
3. Proposal No. 10 -1066 issuexi by BNC, dated 11/09/10, signed by Ishaq Clhanda, P. E.
G. OTHERS
1. Notice of Acceptance No. 11- 0614.01, issued to PGT Industries for their Series "S11-
200" Aluminum Single Hu-na Window - NI, approved on 09/01/ old expiring on
09/01/16.
la n'
er", P,E.
Product IIn Fxanhiner
NOA No. I1- 1013,12
Expiration Date: September 0l, 2016
Approval Date: December 08, 2011
E -1
f
v
V1
7_
m
9
ITI
m
Z.
C00
�.
UN.
H
U
wLn
Q M
IZ
W
<
❑
In
Q
0
o
U
a
r
Q
Q
v
0�
n
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I N
iq
Ul
W
Q
iq
L1J
NU
WL
mo
PGT Industries
NO'XICE OF ACCEY'TANCE: EVIDENCE SUDINUTTED
W
A. DRANVINGS 3
and sections, ' � I s,
'e drawl/
1. Manufacturer's d1
2. Drawing No. N1D- SII200 -01., titled Single IIuI1g Window Irtstallatioll Sheets 1
tl-rougli 8 of 8, dated 05111.111 with revision A dated 10/10/11, prepared by
nanufacturer, signed and sled by Anthony Lynn Miller, P.E. Z
0 TESTS
R1
7 rAl ,
202-94
"12ratioa `lest. per FBC S
Air Intr
1. 'rest reports on; 1 A
,p
}
p
2) Uniform Static Air Pressuxe Test, Loading per FBC TAS 202 -94
2
3) Water Resistance Test, per 1?BC, '1 A S 0 2 -94
4) Forced Entry Test, per FBC 2411 111, TAS 202 -94
along with marked -up drav�ulgs and installation diagram of series Sl I -2 00 aluminum
single hung window, prepared by Fenestration'1'esting Laboratory, Inc,, 'Test tZeport
No, FIL -6479, specimens I tluu. 26, dated 03/28/11, signed and sealed by Marlin D,
Brinson, PX.
(Subiniffed under" previous 1V0A 411- 0614.01)
C. CALCULATIONS:
1. Anchor verification calculations and structural analysis, complying with FBC -2007
and FBC -2010, dated 06''08i 1 I and updated on 10 /07 /11, prepared, signed and sealed t
by Anthony Lynn Miller, P.Y.
2. Glazing complies with ASTM, R1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Enviroluneut, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1, None,
F. STATEMENTS
1. Statement letter of conformance to the FBC -2007 and FBC -2010, dated 10107111, 4n
signed and sealed by Anthony Lymi Miller, Y.E,
2. Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony
Lynn Miller, P.E,
3. Proposal No. 10 -1066 issuexi by BNC, dated 11/09/10, signed by Ishaq Clhanda, P. E.
G. OTHERS
1. Notice of Acceptance No. 11- 0614.01, issued to PGT Industries for their Series "S11-
200" Aluminum Single Hu-na Window - NI, approved on 09/01/ old expiring on
09/01/16.
la n'
er", P,E.
Product IIn Fxanhiner
NOA No. I1- 1013,12
Expiration Date: September 0l, 2016
Approval Date: December 08, 2011
E -1
f
10 JamesMardie
Hard 1 e Part e l fin tap Siding '� U FECTI,h APRIL 2M
_r hnR i i
ass :in :.. ,,,;es .: ,n�br. tl'e nwd xsnl +s5ion,
l4.I -.IIUN IsJ: tiligg,f „1.. i'rliN l.l7 ,c, l'I;r'l. :9.i1, `i "Ii
SMOOTH CEDARMILL SELECT ELECT SIERRA 8 • STUCCO
_ a
: rt P. .N70 FiMgH THiS flip O ?I'1 W O,Cf. DFh10E NJI1HM'1q.ttABtb fil'N L1N! i u{ p,: njtr tiF H,•U'ItyF
NIFV Fl1rJVp ENCLITIC 1 • INST Ll
r I t r'f'tU,,jrDhf IfrvnR',IlL %a4S NlA'i LEAD it) PER-SAir0l, IflJhf1Y, N FEiTI SYSIE.I!I ff�?irbEillNl'7 :.'!i V E AvJrTi R lit r a f4Tr'f F15
N tt1 EC A !
an WIO T1 +E PRDDrAJT OMIY 1P1,u1rU4iTY, BEPpFlE flrSlr*AJAlILU4, t- U`'fF1Rh4 TIIN POU NiE �,>IrIG ITIE !.Y1r+PFt 1 , r\iddE, -,.elk I i5 ll t
T "` LUCAIIUNWit .LV64t'roUN +'!!.riiL14` ill.? ULnRTTifU' rtlfiLPlHI (71i1;11ilIEZPtIE,1F1'!!F5
v zio
r!, 1 1,NF. J
i s' ' "f l lJ
u 1 1 F I 1 rS '1 lX>t1C
I T JO Z '.,..
aS.LLAK
l0 y0t111 l UUAI IO;L \1ST I ',4'A "w +- UJIrilEibf IE.I:Utrl 'JFl lalL I ,JkBf: 342 73 <f 3 lfkgta •111 tiili't?
SIORAGE E4 IinPlntlhlG. m UT11f�G 114S11'iUt)l;OftS
rroocRs
Slot a flat and keep dry and I I UW 6
cwor ad a to Installa9cn. Installing I."'a .le shtlen w tl,d amd,'+m blow dust a..ay Aorn nr j ac�ro� uml pn� -as v4 wraA a• �iq g0. iaa °al alecnte a pevne nc
poor and >Bxls In wodMg a,�,
siding re( a saturated may result In 2. Ike "'t 114 loliwnnrr��g nelh,el. -
e. Beal•, 1 Score , nwp
shrinkage ad bun Idnla Carry planks I Shen h oust daurt a pnuieeQ NEVFA use e a saw '31U
- [avER �m a :ka6r ,nw, t4�de UnI 5x0. M cu,y n ':§rileaece sa.v ;Jak ca'er a k
on a -1pe, protect edges and cane,B b. 8eax I.
e. 9ocd: I. Cod md, b vw d ped wlreh A
Msrd eV w tlab e
rkvER dry q
I on, br eakege. Jain es lfade is not Cd d aw M, i i red obda x th
e spmsb(a for p k e 1¢ kw b 11. -Use wd s, r u ase!a� a + ErA c.'vm
slinq _
damage caused trpamrt Ilere. F¢ n ad-pVadli- K-A mspmde a` I Off' Jarws f4rde reconnnrds shays e, i,p - Pest' I;tieto; ne1Jx,E ,here mslLe
by to o4er fAC@+ owd mettamrt Win used h mA'arcApn wah codas ¢ padica Is IuBwr reduce dud e.pa,rae. Adrfitlaw .xrmu'.'rrrn:wurn a saUhk
9(or age end g wwv�sdaida¢xn b Irelp 7 uu debnino tln nwd eppaphre aABrq nnU,od kx you kD lelukanx+,b tl a,xm sdA sf.`<s ateLL ��ryry e'e:ek a r¢I
6n .,,Ali A, abae d and ,Nmyi m mA a edif'x' IndWrgr hygw d a d"Nid J-111. h,rt14 .« 1ue•er h,I¢nwt4n
handing d the prodrA;t. k Ili ror,plq >'aru,�• Ycrr
hE• 1 '
arCf1laLf'EtitlRfFingcu S,
• Hardie('anef' +erl�al siding can be Installed over Lvacad woad a steel studs spaced e maxlawm o! 24' o c. k'. agu'arlLas In hammg and sheatl„rg can r'Irror
through U,e evished application.
• Ilad over Ipem ilrulel'on;Bhae!hirg up 10 1" tt'ick. when nett g .cam ''n sr I c vahaet. irg, a a
a
• Ha,dlJ,KhIQ D'art (fasteners) b1 also be In,la
^a• iesu0. in die, tin d the siding due to Uie con!presslble nature of U,a foam hsu'a!ion,'shead•drq.
overall utio naps c slsary vA,kh . r F g
Exits ution 0 necessary power -0rivsn Halls (e with ass used la attaching siding over cam Insuletliiq Icanlof lu :r 'aged ,vltn
E era ry
• A w (errasistive banter is re uti ed in accordance w'lh local bcllding code regvlremenls. The w'alar- reslstHe ban fir , c;i Ca apcl ,f a 43(a s Pub allcn
a ,r n lashing In accordance with post budding code iequilen,ents. James Hardie wilt asswne ro n.ponsibii � r al. n
penetration and,as r,a a q
James Hardie dues maru(acNro [tar die'Ah ap "" `�ieaU,er 6eniar, s non -woven iron- perforated Iwusewr apt,'+vh'ch co ,p'.ies wed, ui,drg code equ'r °. ,a.•Is
• When Installing James Hardie products an clearance carets in figs, 5,6,7,6191o&i I must be followed.
• Adlacent An Lsbed grade nwsl slope away from the building ha axordance with local building codes - Npkally a n, h,l 4. 1 of 6' In '�na "'1 1?
• Do rol inslail James Hardie prod�fs, such Thal Urey may rar,,elp in contact with standing water.
• HardlsFanei vertical siding may be rslalled on 19rl'al wall 3npllcations only.
DO '10T use slain cn James Hardie* products
uStr\I LATIUh!'.
Fsslener Requilanionts Jolrt Traaunent
Pcslllon lastenes 18" from panel edges and no closer Than Vin(s l Jolnls Install panels l m e a a C c, t ! g 1, a's D, ny
2" away hDln comers Do Pull nail Inc carers � aids may also of covered w'H, belts s F ') ' stet -mars or
Ha(diePanet Verocal Siding Installation Harked lNol applicable I0. CoN,PI'' FI sl1 2 ) T
• Horizontal Joints - P, ev!de Z- Ilasblrq al all frog'. o�la''lo,nts Mfg
° Flaming must be provided at Irolizonlai and v9,1'a1 edges rya all g.
• Hafdlaranal vertical s;dog mull be it ned Din stud Flgure 2 Fig jre 3
• Double stud may be requii 9d to mamra n con IrirJm edge
nalling distances.
Figure 1 t*'Ll( \ : ++s pa
„f} , l
ntlan Joint H" Johri 9 i ' Z'asm,9
B
.I.0. erM„9 - HardlePa,el water ,<a Y • he„b+ 2eie
- , o eracel edlN
v0.• rim.0 0
parer ^
edpaa `- \ �� i Figuna
Mere - r \\ ••
w op 'L. °0.0 nsIl v!.ar _
s.,wa.e u T
pan a I0.• IaN g Iv. , P,o.ne
o f Ca ulk Joint edorbM I'd arp el
-�- +,ode, am anise Nd tirip"bb,a Cprorluir, lnah) hclak d.raarg
-.' Ah1nw.ee. �_.�'. 1
k fasiensn 7 Apely cadk' n scm Jane tir auk
P r nfiscWrorx.
xra n a Ace n
away frvna wr,enl marUfadu,9,) k Pp
'Fa addeional n(o, afion on Hardiey ap Merrier Barrier caneQ" 'ar,,s rra de at I 86e4Herdie «w ,liardemsp.com
W AAHING: AVOID BREATHING SILICA DUST -
.d„a< Winds• °o- :n grin., : gene m,ldr < sRrs. ram m b w tl. >nl. a errands m •a..,0. �mr edfrs nrn ra esws.=i.iN o R men,., =m n cam ^m s`�•>v na
a � led rn a>ea,. wee
ane' aa.sM emo,r,h al,esr4 eqe sires dui .en dad -cues a fis+LM9y1a,d oohvai�Ay B I ar Wild, a N,we col IeasMe,'3a a,1ad4,qude" saw bla;a a^d dusrlebxinB's c,Aa ,ar
W • I, xoA; F outdo' uses do a,pk venfilafim. (71 `Ise rya remeN s x s w p
rx;a i,akl D¢Irp ralalafimaha•d :q1 slmasA firrespi'alw 0..9 -rt 151 in xFalvA at,e yi,atrvvfl earlafiasrdmaxfac
aP•ad 0.d b a EPA raaum ]I >aen h, ax m. eSwb sea fi w °� • wnpe,ty filled, drJSN app,o,ed du a Fa Artie Ir(on».ann, a, 'nslalafior. a ;figs ad rA 1 I a,I11
sFsr„a b farwl k,a 0.+p aNe A. xpose e,. Duiry dearrp ace „Ff'M1 .eu, a-a a yr a =an9'xd,ads ^ vw try eweK >o 0 3En10us
Dab Sh- A, War al aww amed,rd4 :om x bIl -a Du( IdoO eNA, AA7-%" -v., re AOI,En£ 10 Due 1A ors FASO$ Ail) ns' AL q t: tie, p•JC 0 5 uAr LE
Ir stall sklln and Vim products In cow earxe Maintain a 1' 2' MAw(a,'r a 1' 2' dear3rce betasen et tie i'; .:r( I`e ,of sm'eiifcal
g p surfaces, I cr,rivr'asnlrg s -a1
with boat bulldinq rnde'aqulrements la clearance beeween !arn� Janes Hardie p,educls and deckh,g 'asnlr9 and c
ctea,ance between the bodon edge of if's Haldle' plodt.'cts and begis, material. be Inslailod car the rcc(lrg maoufaclule,'3
sidnp and the aQacenl flnrshad glade steps and dl tvewayl. Flgure T Instrxika a Pl Wide a 1' 2' crea ante
belwoon the roorog and the LbotlUn edge
we ne,n ,wal.r of the shm,g and a tin.
Figure a 7 sislt,r r r
ear, n r
ba e
b - t
7
1 I
9 I re A
F J
1 pp
ngr „a 0. �� 1� dax , A, a,
I
t
wy- t1;J�.
Figure it r, - fC1Ct;(ItIT Ti l ilh #1
cf yz•. Because cl the ur • e of sale, l a an Dovr Jaw^ Ii4' clearacce Maintain a n Of,nam r gap e•""" z r
a sloped '�� c Ie ,?I It�e Posi .+ raV lashing
between the Dolton d !e mea baCw «en golfer and caps and m,.,0.., °a , coals occws' tin,' a roof 4'l3 ;errs a slde'wal
Hardre prpdr eta and holrzonlai siding 61rrm. 4l iRFR, Pie rah must he =tied ,rlh Algp "ashirg Pfia's
r1wld,V Do rid caulk gap FI ure 10 x pp°` Iha gaol a niral,.s "slap a ?I -kar le Je '!e-i «a'e,
9 : •A= 1ry�1 away from U,e 510,
b, +w
Flgure 9
\
d•
- Il s nest 'e 1 •sam : Ir ^
g
�-9
i,
d
(, r 3 .
- � II e o e a'0. s. ^ Seat is a: e
Na b �3Yid a�,d '
�
.p
4 '
i 1I\
rod npl �b.r.wn•
edky - , � F h ki k i
, tl',a ! II ci.l
In place, Sod ;,�,e tack !o ins.' L a c
1A
e�'• h:•. Skirt
Figure 11. Klckovt Bashing I To p, eked water m :q L, �g Ceh''�nd h e r , g a ^d P a
and of lVe rco( 10191Feclion, InSlail a *14400' of Sulikle, erg h and ?i g I a Ic died the
goner 0.„d nw wp water running down the roof away ham the siding.
r EfERA FASTENING PEQUIREKII.NIS
•CauAt ar
. ,
I I a le code con I area ra
at a .c °ct I a 1=r ae b r
t
e and
Fasteners must be corrosion resistant, gaNarized . of s(aWess Seel placement to achieve ,peci(ed design ',wind loads
• NOTE', Published Ord loads n'ay not be apdk:atue to all 3, gas ina,e
I r m ,1 Iresian.
I I'1 l 9 aIJeA r
rl de Vl mA 9x d p
Elecb o�paha zed are ac(eo a b Y Local Bulldlrg Coda .eve sp!k:i °c julis Achm. I. '.It .a +r es Hall ale
I 1 , d aharized
con h al ofd e applicable , '� n
m idle 1 m e ds 1 0. use o r p I ! .ad II r e dccu �e,la t
James I✓a eco p 9 S e u e o a s
9 N s V You 3l e Ur s clip p
r nn al .ervica
0.c C
1° ic' r ( 1 a
J f l t n Ili 5„13 C8 D i n n II -1
I I° n t h U e c0 CS .. it l d 3 �
,° F n i Is null s she c d.uai to
nails ..an s ade po pl eve lastanels oerpan 9 9
rasre ,ens. Sl3hdeS3 Sigel asl>r,e,s are facommei,dad Mien Instaaing Fastener heads shculd fit snug agairst sidlvg (r I ,oa,:e. a a ,
James frardre' Dr Ordt'crS heal the ocean. Iaige bodies of water, x In Do not over -dl Ne Pall heads x drive gall, at am a gf
,ery humid chi a'es. Ii nails caa,leraurx caulk nail hole and add a ell
pf IELJNiAI IC f ,Aj f FJdll`Jr.1 Fa wwd laming coder drlven Pails should be hil "osh c Ins pia, k ,r'Ih e
harli'm Fog Sigel llaml g.lgwo e aid replace dlq
1
" e 'I i 1 . N.
i °I' xlt n -L 1 2 C
Is' u. I „�ed Off Handle n b ',and railed Dr a -1 r r1i , , !I
James ade loducsca a I r a lea D. h ra s
', taste i0. s a I I ad sad
q Do not a =.a alumu um F
Fneul „aJ6 fastening Is highly ecomn,ended. Set air Drags, 19 se U,al Ira
fasienes Is drh n snag min the surface of We Ic4ng A Rush mum{ Snug Flush Countersunk
attad,meof on Ilia preumallc tool Is recommended Tnis will help con9o+ tre Caulk 8
depth the an is driven 11 seltirg Iha Pall depth proves dfiicuh, choose a add Hall
selling hat under dr Nes the Pall. ID,Ne under dllren rails snug walk a to a er so 4oT
FI ure 6 dri, e Halls "1L6
srnodh faced Iwmma( � Dries Pd apply la Insd lla!lor to steel hamlrg) Figure A 9
�AUL1 <IaIC FLIP {tIN
a
A
° H, I r �s .a v s s. _.
T a Slain on .ems
ade cd aJ kc
N ts.�ta P
Jolt,( last con
10 0
F results use an Jas.a ante Jo i Sea
Pat odes! eau s s Ph' 9
wth ASt M (920 Grade NS, Gass 25 of higher or a Latex ba ,r , .0.d kdhin i R 0 daa
printed product 310 90 e i
s a J c r
ed
Joint Sealant OcArtc Mg with ASTIR C834 CauAAh,g,Sealanf 100% acly9c topcoas are ecocmened Do DO( J),61( N n ,.,{ Icf 3p00 Jcn
e
i , •mot.
1 w ..ICS xkll.'slor de.
e n 5 r f 1„30. 0..l ICd
,� / Ill ma Ldro
(. L a p
- f rates , p g
n '. n
I aulW ,.ea a t
must be Sported n aaadance with Vie c g
manufacturer s reitlen'risWictions of ASTM CI I93. Ira siding Is sprayed.
' The IIIusllaion ITgura I Ij was reprinted with permission d THE JGhRtJAL OF Lh3I -a CL,,QNsT RUCT 10N. For sub ,filiiop 'mrbr al on ,isil rrv, lw n0. r,
PEtx a r4`n; In axm]ance qih Ax {c t.9- Rein NERa(5 f'a,dePa xf va6ce' ad +ac 0.d n e sularfe dk,•spk b Owl speciefl a,0. 90r:A rlelim d 3 as 5 phVT M1 99 S,enard
a.ddrq Coda Ur I9g Und¢m au1dl,A Cab, U,s I�B Inlavfi -4 6 Xo- e d r• ia,iy Dr 8 Codn the ZC031nlenafimd a3idry Cork, and N0. 2eLU In'sre6mal P y O„Ma f¢ C d "ar My
C.,,eTl^^pp. la;lareid vet<r adI�h slap w,vq,IZed far apika6m. n U e Idlw+^q: Try d LAI, gdls ri-Smh trepan fir dl Seek d 9,va a i.li sL#889 fie k ly n +da'ICn. b.'720'79 71. U>
Cpl d 'Lp Maieids Rd.. 267o taus ;,ape,menl d his a ants nodd Evelra6m FC 73. Oh{ d kw f¢k M6e Z n93 -M, end Cartlama DSA Phi a1.0 these 5na, n i. ,hc,Ad also Ee .coon • i'a
ed5fa�d mfmnwtm m riw ex suer birly d No pvdw'¢ spe¢Yc apo.if-
0 2k)5? .tau, s lode Ini- albral Finance e V 4 :gl,ts !esenad
M, su ad O derole radB, ,arks 7 egisraed :ade oars d Addiboiaal Installation Information,
Ja „ea i,a<da m,nrarona Fkwnce 3.V. €1 b a I Wi,A -d Waran ies• and Namlings are available 3( PIT Ja I11 a a'' H a r [� i e
Herd. nlemef,o,wl ri,m,ce B v NMr4 amesha1da 90m
so„t,, '� ctt tisan
Artisan' Lap � Effect e y alarchP008
hl¢TAI I ATIOtI REQUIf3EMEWS to _
`4PORiANT', FAILURE 10 INSTALL AND FIAIISH THIS PRODUCT IN 4CCORDANCE'MIH APPUCABIE BUILUp`hG u LltO w'w
JAii HAFDIE PiRITTEN APPLICATION INSIRU0110NS MAI LEAD TO `fRSO'OL 110iRi AFFECT SYS, EM PERFCnrvrANCE
VIOLAtE LUGAL BUILDING CODES AND')C(D THE PRr)pl rT Olio n"PlR NrI'
SIURAGE& HANDLING pa 4 der a "r Ilk 1a ix it`0"
I inslanation (f q. 1 . Installin siding wel Cr salwaled may result In shrinkage at Club lours,
Store to and keep dry and covered prior o (Q ) 9
protect 0.d es and comes from hreakage, James Hardier, s nM responsible Inn damage caused nY my one °re t5onis carrying U's product.
gg M 8d e P
prod it `Moen working with Artisan' lap and Artisan Accent [lie pr carry the 2) Ifflwo peocle are caf"log the dank, I,old It rear each end
:hold It In the middle and spread arms apart to better svppont the product 19
f I d
I "
and Dn edge (fig 3) Do not lift or carry Artisan lap la (g )
-��r°j a � r o, -.t 3 � •u- f
CUTTING INSiRUC77ONS OUf000n nRaAn��ueenaau t *s Fe ""
1 Pos41on cutdng station so d,at wind will blow dust away from user and od,e,s in working area
2. Use one of the orrOwin meIFods:
a Good I. Dust fedoOrg clr ^.ulaal saw equipped
lhla Herdleblade saw blade IDniy use for aoNrllo node,' a cutii;'9 ion
b Good'
c
- NEVER use a power sa'w blade to cut es not i I de saw blade tademark
the Ha
rd coda
- NEVER use a circular saw blade that does not carryy
- NEVER dry sweep - Use wet suppression or HEPA Vacuum
,ad gee Ira'oe :en [a "sect in w,•f'•nclrm wAlh ado.e a'I }rg prae(icea b t'd,ei reduce dual e.pc <ui es. Adalticrai 0.y" a Inn «,I0. 0.c" a a•a :f0. Sle
NOSH -eppro c
K .v. u!ISanluAU .cam t help ,cu de'.en• If 7,e most spprepdam ctnivg ^iethod [of your jet Mgc'1 ad Jemeaceac le ,orlttu d�a� INOn- a11on4u'e 'e.e'a SDC83 i °e
el w
to or can ply with the abwa olactfcea. ya, shwld eN,Iry4 cons¢d a euelttied Induev,al hyglenlel «can
INSTALLATION amaon a�a r aatvArrBa a ,u:ra .., „
weer 'T00"e ply cad or 24' o c mac
o_ "e s eco Canter Use V,a'.P,Pg I- �I
Hsu e a canslsieP'. clerk shpts Ieundatl
•• I � ma Item
six za m
b a U.6
use r k a:eu
_a F
alllre p m aCSh k
thing V aC a
mnsid red
. •.m s by h¢ sae
ab olvtk ik;l 110 slka•'Imef k'1,e,M b ax dal! ]I ':a9krnC 0 test ANpe
d re pY bk . to due an dw e e e k Greyy ad p hml= taut imq 6' a0. aid Gm 6, aid has be s,glad i. olhe aAll't, o' a Sodas c,a 0.d
an x handfier; 1, M,k a.l4h a =� d'h amy3e relA'allm' �,u Ira s ml� eatd It, cuBt'9� L<Q h ida�ice rv� at,IaFahle doremrent reWpnre n 1, 31"1 nsua
ham later. d'0. km�alE a°i 14 wa , p sNdt�.oSN app r de F,aag6o rela N ou bdalh'bn Fsa x ms aN 1 a sal
31iik it ti e p 40. a pal rCd Up '$ m6 q r4l C aa!Q f)lpo o RJ G a t q [�,a9o5
- ¢rt,esb a'•f mm u R p IdCa- AINPCE I- 8110.3d2�J471. FAi1,1>ED WI$r£'a 91A WNUeNG3, MSuS. '110 NSIALlgIN711 A6'�niJC"C16 MAt' I'ae r0 `�PoO -6 FfASCt
South
GENERAL REQUiWIENTS
• Artisan' lap can be installed c r r braced wood fir sleet studs spaced a maximum of 24" o c�ln_grilarities in banning and shealhing
can minx tuou h th:e ,wished appli,alion
n uhalio shealhm !, l0 1" II'�ick Nlhen using barn insvlalion'sPea(okig, avold
Arlisan la can also be installed led o e loam s g p r
P
over - driving rails ;lasteners .which can result In dimpling of the Siding due to the compressible nature of the learn msu(allon„ ea g
Extra caution is necessary 11 pewef- drlven nails (fasteners) a'o used for attaching siding Dyer Icam insulalion sheArTing
A wrier- resistive barrier is required in accordance with local building code requirements. The 'waler resistve barrief must be
apprupfialely installed with penetration and )unction Pashings in accordance wilh local building code requirements James Hardie will
• assume Inc responsibility for vale r Infiltration. filtration.
Adjacent finished grad , must slope axay from
the bulding In accordance with local buildin g
codes -
typically a nlininlum of 5' in the First 10' ° ®r��
0o not Install James Hardie" VDIILCts such that Illey' may rernain to confect with standing watef- 1
Of longue and roove at
Do , II within 2 D
• It 'oink ale null f equhed to Wand Do stud. �o nci I a 9
Artisan la bu
lU an I
p
�� �r
end of clanks
Jart Hardie raxmmoncs Cutting argue or groove oft Nten butting Into Irim boards (yh9 6) ,woke bogus « �rraa
Artfsan lap requires a Inm t'ickness of 1 1'2' 'Of proper aestnelirs WWII! rich a r,e',rad
Arlisan lap may be installed on vertical w311 'r0r3lions only bottlrg elm
n n I s below.
• Musi hollow all dears c� ° arid e ,e a d
CLEARANCES & DEiAILS
• I all siding arid Will Products in conh,liance with local budding code reauiran,enis for cieara„ce between the bottom edge cf It'e Q,'Irg
id . d g p
and the adjacend finished grade (fig
h +stall Jarred Hardie' pr nets wi a minimum 6' clearance to Hie finJshed grade on the exterior of the building rr In accordance w,lh
local buildin codes II greater than 6" Is required fit �
Mantain a 1 2' clearance between James Hardie products and palhs, steps and drlveways (59 9)
kialr lain a 1' - 2" clearance behween Jarnes Narde products and deckir g malarial fig 91
At the Junslure of lire roof and'ieflicai surfaces, flashing Slid countelflashaig shall be Irslailed per the roofing n,anuia.h,re, s n',! (lI
' c' Idol ".. l7.
siding and n (
f 1,e.d 9 1
i' , I otlm0.d0.o
' rP Ih Owing aldteb o
1' clearance between 9r 9
P era c0. 9 P
I 2 2 ,
FrD d. I
, , n ,n caulk a r' ,.
r [lot eau
• r4air lain a 1 4" clearance behween tie bottom of James Hardie prrducls ai,d ho Iz xlla flea g 9 9
din 12.
ter ° 1 Ito
end ca end siding � U )
1" .wean guitar r5 9�
• t r an bet' 9
an rlmtm 9
NauLa a q
• Nhen ending Artisan tap at the holtom Of a window or at the Inp of a wa I, a finishu,g ship similar b a s!aitar :h'p n'aybe �, assary
to achieve a proper plank angle. Also when culling Artisan lap around duct s, ,,udo,s or Ahef honzo'131 Inn, ac0callons .
an addiHvnal etarle( strip ma be roolssafy to achieve proper plank angle (69 13)
Install klckoul flashing al roof wall uncLcrs (rig 14).
N3Ia, - eerehke stud - 1 wa it -�
be der stll,•g : save
tattler
l
I
0.0
k ma'.9".ar
I -
I� � 1
2
'a e, t - --
'our.anc,, - ..a i 1•.t• f -
>r�
g
cisl "
7ashen
A, 5a
9
r
n
1
. T � �-
L
a
is P ,
v {
1 .•
r.G-E ' P!GI.nF B FiG�nt ? F•Gl of 10
"woo ssl,e ^aching
�actnq barrier ..
0.o Nd end cap _ -
A,Ac { v4' gap 'rant,, rr�
� 9hiC
\ rash ,•g ._ f :: U'in
Biding - � r boar
,
JLr A, c
CLn! \, yO�nE '2 F.,Jat 11
gE
has r :
KIGKOVT FLASRRIB °
P ;ci Ire 'Hale; That can Door down a sin'ed rocf, =re of ll'e meal e;illcal flashing g rte ,
Because Of 1 - - v . o T
1 -
l eeN adhe Ina
'�n 1 ^
_ I LI
h I
I , i h ^I aS
I t a
2 n
The f r' d I
i r us s -q
, 1 i�.roc t.0. a g
•P = n I rl s al
n l l l -a s a de
�. r r 1 1 .lo h
II , -ure . , a - „
Lela s - e - a
s
ea i ,erlr
1 9
P '. I p ram e siding, x- c • wa fir arv_ ra Ih.
e " , I ki kD �l f0. d�llecl
r r l uJalla 0. L
it of 1. l f al „
is o yy �-r
It ''s best to install a sell adhenng membrane on We wall before the sublasc,a ar'd him bca,ds are l � �i °a,s I,ieribraoe
flailed in piace and Then sorTe tack Ic install the kiClico To pr ° - -.enl rka:ef from dumping behind klckeur'IasHr
life siding and Uie end of Te roof'.nlersection, nslall a "kfckeul` Q1 sUfO IenI ler,lh and angle to i r aim edge
ni x41, \
;tract Ihe'wal'r rum,ieg down the roof away from the siding g �
1 \
Ili wa', °f ,s`, s..\
'crier
" As o l d '.y heal S:dC g :;da a
the i s. aim ,'gu 131 and assns =C red was .p, In,ad In c0. n�slon o, PIE JO,�PN,AL OF JCrn CDNSIRUCTiON la, subs¢b.d in. fire lion. cal !aOOi 3 %5 598'.
cr rsd iwA llc , ve ccrr
ARTAEJe15C -"2s for
South
JOINT FLACEAIENT & TREATMENT sae xaKStan " b''
JOINT PLACEMENT ,JOINT TREATMENT
a,lisana lap bell joints are not required to land On stud. it Is Install actory irishe.d fiegoe and groove edges IogeU'er
econ,mended Ihal butt joinis Is placed 4' off stud (n . 15) al buh joints using Joint Fleshing (g ' 6)'
Do not nail AlJiin 2" of longue and g(ooae it end of planks
Joint Fleshing
iad.e � b
eco nme ,dnd 1
A tea• � 4- if sn,d -� I
a
e o ^•
r, - ,s 1a ,1'0.
ARTISAN- ACCENT 113IM e�amar�acuvs 'x•a ae^a"•• ,
Art'sar �.aP 'saunas a b'�m lhickress cl 1 1:2 for proper aesU�e[Ics 'f'gs. 17& f6).
2 1 2 minimum 15 ga Prah nails rmag be used to attach AiUsan`u Accent Train tot 'wDOd harme constrLc UOn El &F or aquloaDoCt
fasteners ar screws may be used to attach A,'tsan cash( Trirn to s'.eel frame co muctlon
• Fistaning Instructions are similar for all appl'ications.111'en using fh''.sh nails pcsit!eon Palls no closer Tan 1'2' from Une edges d U's
Wit, n la all other fasteners no closer Than 14 Fasteners must be no closer Uiean i" from ends of Ulm and spaced a rnaxlmuln
,1 a d fastened
cl 16" c :. Ensure trier 's adegcalely .
• eAdlntalr a m,lr hewn u2" Qieafarica bebtiaei Artisan Accent Trirn and roots desks ,. pad's, steps a „d drh,eways
• Yarntaln a 1 i4" CiealarCe be�heen Artlsan ACCent Trirn and horizontal Oast, rg,
_8n es Na,oee erom,n e'is "sic yirg 11i;, 5oares so mat seems all not ItSiKl hem Ye honr'ac;nq or aheef cwb , e., r'1g ")
4 a m
1
I r
°1'3
Board
Width
pre built corner
Site Bull''Orliefifg
Other areas (e g window Ulm,
band boards and fascia)
4,
1 halt every 16• to attach boards together +
2 nails every 16i'
2 nails every 16'
2 rails evet 16" each board
1 nail every 16' to attach boards together +
3 raIs every 16" each board
3 nails every, 15
2 nails every 16'
ror Nher bindnq cgticns. ra Per 'o heal1:011r ; ode cr NER 415.
01963145(! `11; rpe
GENERAL r-ASTENiNG REQUIREMENTS South
sere s cons(be corrosion fesist3nl•;e(Hill2ed, )(stainless steel. Elecbo -gga anlzed are aceeplable trot may exhibit premature corrosion
'an,es Hardie fecomnhends the use of duality, hull- dipped galvanized nails, Jar'�es Hardie is not rasponslbL Tor ills corrosion resistance of
lasteners. Sfah,less steel fasteners are recon,mended wl,en Installing James handle• producis near the Dcean, arge bodies of water, w In
h mi
cry u d climates
t
a es
PNEUi'AATIC FASTENING
James Hardie products can be hand nailed or fastened'wiN a pneumatic tool, 1` 1lr rallic faslPntrg Is highly fecommerded Set ail p,ea,*ure
so that the fastener is driven snug with the surface
(9 , Hie sidA flush mould aia�hn,enl on .e PneumaUc lost is lecon mnde'd
Ths
will li i pco n Ird the depth 1 o na 1 I ' s d r an 11 s ell '1 9 U e Pall de D U I V r es d . c 6mC e a selling ha 1 under Jr,," e n 1l ( 'e u
d ry en n al i s s n ug with a smototh laced I e a m fir - Does n t a q I Y I a iftslaliatiore to s 1 see I h a i
r
91
Consult applicable code Compliance repoll IN cotracl l,,11PBe p) pe and piaceniecnl to a I ,e Specified des g" wind Icads
401 E FuNist'ed wind Toads may not be applicable to all Sins where local Buldirng Code, have spe.ific )u,sdiolioo
Con s,'11 awes Her die Technlcat Services d you are UoSUre of appli title coDIIi c0. domme ,lalon
e lasteners pe,pendlcular to sidingg and iramin
Faslenef heads should fit si, Jg againsl siding (Po an space) Ifi9 4
Cc not crrer doe rail leads or 'Jri%s Palls alien an le ar „g en
• It nail is counter urk, caulk rail hole and add a nazi rgg 9 i.
Far wood lamerg Coder JrNen nails should be hd tcsh, In (re plank i cau'4 6
h h er-e r 'lea n n a n v0. r ° 1 ge gait \ ads naa
wi a an rlfc "Iherlg.r, o.aid.,oa
In not uSe al Jr1111U,n `cot r r5 s'.3G S r 'ipped gad raV''�S. o0. r e� node, .o,
• J ae h_ P Hal Ti g we p rr ..ded n n he h�r r. d lag D par ral9 ;lacenen. °arnfe A .,.fie a ctrl. Ig "'r
FASTENER REUVIRACAIENiS Tessa srv� 0.0 e
BLIND NAILING (required)
Wood Frendt
9
Siding nail (0 09 ;hark 7 1
k .0221 ` HD _ 4 tong)
Steel Flooring
• Ribbed Bugle Head scre.,v plc 3 -' 9 r 0 323' dD r 1 5,8' long!
Pit, p r nail placement
• Do not rail'wit,In 2" of longue and groove at end of piarks.
• se fro tin e n o l d d ne
board , � r or� P t ra I P a r e r i r
e
.
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MIA;sII- DAD'IH- COUNTY, FLORIDA
MIAMI-DARE METRO -DARE FLAGLER Bu 1LDINC
MW 140 WEST ELAGLER STREET, SUILE 1603
BUILDING CODE COMPLIANCE OFFICE (BCCO) MTAML FLORIDA 33130 -1563
PRODUC "r CONTROL DIVISION (305) 375 -2901 FAX (305) 375 -2908
- �ww °mlamidade.aov
NOTICE OF ACCEPTANCE (NOA)
James Ilardie Building Product, Inc.
10901 Elm Averue
Fontana, CA 92337
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of Coll-Aruction materials.
the documentation submitted has been reviewed by Mialni -Dade County Product Control Di-vaision and accepted
by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and other areas where allowed by
the Authority Having Jurisdiction (AIIJ).
expiration date stated below. The Miami -Dade CorInty Product Control
' A shall null be valid after the exp
This NO
Division (hl Miami Dade County) and,or the A1IJ (in areas othe r than Miami Dade Count} :) reserve the right to
material fails to erform in
have this product or material tested for quality assurance purposes. If this product or mate p
ltd p
Ilia
immediately
I
fir will incur the expense of such testing and the AT Y
the accepted manner, the manufacturer 'diction. A resery es the right
r suspend the use of such product or material within their 1307'�
revoke, modify, 0 P
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Divisi42n that this product or
ma(erial fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Iligh Velocity Hurricane
Zone of the Florida Building Code,
DESCIUP FION: Artisau Lap Siding
in No. 2008- 8- 7.vsd, titled " Artisan Lap Siding shits 1 through 4 of 4,
AYPROVAI DOCUMENT: Drawing
u 07 2008 last revision #1 dated August 27, 2008, signed and
prepared by Ronald 1.Ogawa, P.E., dated August > e
bearing the Miami -Dade County Product Control Approval stamp with the Notice
sealed b Ronald I. Ogawa, P.l: , g Division.
Y
the approval date by the Miami -Dade County Product Control h�
of Acceptance uwnber and h pp
0.p
`• and Small Missile Impact
1\I1SSILE li\IPAC T IZATLI�G. Large a
' name or logo,, city, state and the
11 bear a permanent label with the manufacturers g
LABELING: Each unit she P Ir otherwise holt�d herein.
following statement: ''Miami -Dade County Product Control Approved", unless 0.d and +liege has been no
RENEWAL of this NOA shall be considered after a renewal application has been fit
change in the applicable building code negatively affecting the performance of this product•
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an eudcrsement of any
product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
AllVERT1SEAIEN T: The NOA number preceded by the words Miami -Dade County, Florida, and followed by
the expiration date may be displayed in advertising literature. if any portion of the NOA is. displayed, then it shall
be done m its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors
and shall be available for inspection at the job site at the request of the Building Official.
"I his NOA consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A. Makar, PY., M•S. "dam k No. 08- 0514.11
Nrr Expiration Date: 10,'02/2013
M
/ Z
008
EM min jo o Z Zao Apprav'�a Date' 10x02
/ / g Page 1
James Hardie Building Product, Inc.
NOTICE OF ACCEPTAINCE• EVIDENCE SUB�MITTEJD
A. DItkWINGS
1. Dralving No. 2008-8- 7. vsd, titled Artisan Lap Siding ", sheers I through 4 of 4,
preparedby, Ronald
L OgaTaa, PE., dated August 07, 2008, last
revision 41 dated
August 27, 2008, signed and sealed by Ronald L Ogawa, P. E.
B. TEs'rS
1. Test Report 4MI D313 7643-01, 01 b I t er tekETLSe n ko a d ated J rru r y
30 . 2008,
p fir
TAS 202 and TAS 203, signed and sealed by Rick C'urkeet, P.E.
2. Test Report 4
1D31 7 643 03 b Y Int art ET L Se iko dated Apr-it ri l
16 2 008 , per
TAS 202 and TAS 203, signed and sealed by Rick Curkeet, P. E.
3. 1 -est Report 0-3097158 -009B, by Intertek ETL Selnko, dated May 04, 2007, per
Acceptance Criteria for Fiber Cement Siding used as Exterior ball Siding, signed
and sealed by Kul Kooner, Ell:
C. CALCULA I IONS
1. None.
D. QUALrrY ASSURANCE
1. B y t r
ami- Dude County Buildin g Code Compliance plr
ance (9jjice.
E. iN1ATERIA -L CERTIFICATIONS
1. Test Report 43099611SAT- -001, by Intertek ET L Si dated June 28, 2006, per
ASTME84 -05, Surface Burning Characteristics ofBuilding .1faterials, signed by C.
Anthony Penaloza, Flammability Testing Team Leader.
1i y A.. Makar, P,E., NI.S.
Product Control Examiner
°vOA No. 08- 0514JI
Expirarlon Date: 10/02/2013
Appmo -val Date: 10/02/2008
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