HomeMy WebLinkAbout15-15999 I t CITI( OF ZEPHYRHILLS
. -- '�� • �� 5335-8TH STREET
�- ' � (sts)�so-oo20 159
: ' � � BUILDING PERMI SINGLE FAMILY RESIDENTIAL
� PERMIT INFORMATION LOCATION INFORMATION
= Permit#:15999 Issued: 3/16 2015 Address: 3848 LAUREL VALLEY BLVD LOT 40
Permit Type: ALUMINUM ZEPHYRHILLS, FL.
Class of Work: ALUMINUM PACKAGE Township: Range: I
Proposed Use: NOT APPLICABLE Lot(s): Block: Section: I
Sq. Feet: Est. Value: Book: Page: ` �,
Cost: 19,500.00 Total Fees: 22.50 Subdivision: MAJESTIC OAKS
Amount Paid: 322.50 Date Paid: 3/1 /2015 Parcel Number: 24-26-21-0030-00000-0390
CONTRACTOR INFORMATION OWNER INFORMATION
Name: SUNSTATE ALUMIUMN INC Name: NHC-FL115 LLC
Addr: 6184 FORT KING RD Address: 3848 LAUREL VALLY BLVD
ZEPHYRHILLS, FL 33542 ZEPHYRHILLS, FL. 33542
Phone: Lic: Phone:
Work Desc: INSTALL CARPORT, ADDIT ON, SHED & CONCRETE 494 SQ FT
� PLICATION FEES
B ILD N FEE 202.50 ELECTRIC L FEE 60.00 MECHANICAL FEE 60.00
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Ins ections Re uired -
' F OTER FINAL - '
SLAB SHEATHING
RAISED SLAB
DRIVEWAY
FRAME
ELECTRICAL ROUGH
1ST ROUGH PLUMB
REINSPECTION FEES: Reinspection fees will omply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the foll wing reasons: a) wrong address b) condemned work resulting
from faulty construction c) repairs or corre ions not made when inspections called d) work not ready for
inspection when called e) permit not pos ed on job site� plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this p rmit, there may be additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water m nagement, state agencies or federal agencies. '
"Warning to owner: Your failure to record notice of commencement may result in your paying twice for
improvements to your property. If you int nd to obtain financing,consult with your lender or an attorney
� before recordi g your notice of commencement."
Complete Plans,Specifications and Must Ac ompany Application.All work shall be pertormed in accordance
�, with City Codes and rdinances. NO OCCUPANCY BEFORE C.O.
�/, ��-,r /G�l/1vs
CONTRACTORS SIGNATURE PERMIT OFFI
PERMIT EXPIRES IN 6 M NTHS WITHOUT APPROVED INSPECTIO
. CALL FOR INSPE ION - 8 HOUR NOTICE REQUIRED
PROTE CARD FROM WEATHER
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' ity of Zephyrhills
BUILDING LAN REVIEW COMMENTS
Contractor/Homeowner: � ���7�� 1����/l Cf,lr/
Date Received: Z --Z—��
s�te: � �c� ,Bl��
Permit Type: � 7G'�� �!�' � �G'��s� r-��-L�
Approved w/no comment . Approved w/t e below comments: � Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit d/or plans.
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. �'�9/`� � %�c� ; �
Kalvin witz — ans Exammer Date Contractor andlor Homeowner �
(Required when comments aze present) � '
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�uiEoi�g 6?.72a�`r.oriS;ai�onOr. Rcpt:1667527 Rec: 30.00
Unit 90M1 DS: 0.00 IT: 0.00
'�oJe �hyrhiita,F4 535k2 03/16/2015 7. S., Dpty Clerk
_, Pe�mit No. Parcel SD o ����o�tD" °� �-Wd�'"�(�(U(� 'C1V(Q
/ NdTiCE OF COMMENC IUfEN
State of �l D(�i��i CouMy of �S��
THE llNpERS1GNHD hereby gives notice that improvement wiH be made to cartain re property,and In accordance witb Ohapfer?t3,Florida Sta#utes,
the following information is provided In thls�Notice of Commencemenl• rp�-.,.�
i Oescription af Property: Parce�tdentitication PSa. a. '� csZ 1- LC..[�t� -� Q jC:C�} - Q(}Cj Z}
StreetAddress: r V /..�3 �� Z����,r(q�`��,5��� W
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2. Generat Description of tmprovement 1!� °� .'H C �' °� xyy
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3. 6wner Information or Lessee infarmakion it tfie lessee contraded tor the imp ovement: �a�
��� ' �,.Z� ���(�".S�"Y G �2.4.''.5 r �-,��"� �"a S� w
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s�.�l:l f—e.� �G}el�XT��. �v"-P�h.�f �'f i��S 1C_.�L . � �a
Address City ta$ ce +� a _��
Interes!in Praperty: f a��
Name of Fee Simpte Titleholder. a�,.N.,�
(If dlBerenl fram Owner listed a6ovej ��
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Address City � Siate � (
4. Contractor, h - � L.[ H"`^ N N m '� f" � I_ X
/ N�tne ,�^ t ^� / / to CI)z V N9 (� �
E.�p �S�'1 I'—DY'�' �(VlC . �C' � c!���'4[�l` H[1�,� �""L-„ a.,v�`p (� "" LL� [L (1� e w J
Atldress ,p�n City T State a M � � �� 4 � �
Cnnlractor's 7elephone No. �!3 "� ��1 7S" 7 3 d� a g � �(� � �
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s. s�;��x c1. c�p= <t tx a
Mame LL � � z�j � �
Address City State � �F d � O
Amount af 8ond: S Telephone No.: � w L�.O �
fi. Lender. Name ' � ~ }l.LI �
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Address Ci{y State � („) () � J
iendets Telephone No. _ °� �I— _.I
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7 Persons within the State of Florida deslgnated by lhe owner upon who notices nr olher documents may be served as prpvided 6y
Section 713.i3(t}(a)(�),Ftorida Statutes: � �� Q ,'� ��
^� W �Q���
Name ti. � U O
a °Z�� �
Address City State � � Q � �
Tetephone Number ot Designated Person:
Q11�� 1'►'+.�.. �
8. In addition to himseif,the owner designates of�, E-.. � �. �-.,,_
to recaive a copy of the�i nr's Notice as providedln Sectlon.713.t3(tj(bj,F4odda Statutes. � � � �� a !]]
Telephone Number pf Person or Entlry Designaled by Owner
9. Expiration date pf Notice of Commencement(Ihe e�iretion dafe may not e 4elore the tompletion of construction and final paymenl lo lhe ���`"\
contractor,bul will be one year from lhe dale of recortling uNess a differen� ate is specifiedj: �� YA���
WAftF71t3G TO OWtSEi2: ANY FAYMENTS MAD£�BY TtiE OWNER AFT R 7HE EXPlRATION OF TFiE NQTICE OF COMMENGEMENT
ARE CONSIDERED IMPROPER PAYMENTS UNOER CHAPTER 713, ART 1, SEGTiON 773.13, PLOR(DA STATUTES, AND CAN a�,� � • e�
RESUlT tN YOUR PRYING TWlCE FOR lMPROVEMENTS TO YOU PROPERTY A NOTICE OF GOMMENCEMENT MUST BE V
RECC7RDE0 AtJD POSSEp Of`f 7HE J09 S}TE$EFORE TNE�IRST 1NS EGTtON. IF YQU iPt7END TO 08TAtN FtNAAtCING,CON5t1CT � r 7`e� � �'
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WOR OR RECORDING Y01JR NpTICE OF COMMENCEMENT !Ee y� o�,
� �••..,, ,.a 4�Y
Under penalry oi perjury,I dedare that I have read lhe foregoing notice of inencement and that the iacts stated iherein are true to the besf
of my knowledge and belief. �`' �� � �, 't� - �
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STATE•OP fLORlDA �L�`"`r` ` �'
GOUNTY OF PASCO -� � I � �
Slgnature of er r Lessee,or QwneYs or Lessee's Authorized � � • „�,.
O�cerlDirector artnertManager �'� p y�
Signatory'sTitl lOKce ����yr��o �'yZ' T
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The foregoing instrumenl vias acknowledged before me lhis�day of/��20/�bY—. '�.��y ���
as (tqpe of authority,e.g.,oKcer,trostee,attomey in fact}tot
(name�J,,'y(party on behalf o!wh/om ins ment s ex wled).
Personally Knowo�Produced Identlfication❑ Notary Slgnalv p��,�y��9G�.�F�` .�^`������/*�T",,,`,,�� . I
Type of Ide�tificalion Produced N�me(Prinl) � �����1� <�• .C/�L'�+�� �
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FORMS ,
FLORIDA BUILDING C DE,ENERGY CONSERVATI�DN
I FORM 402-2010 Residential Building ermal Envelope Approach ALL CLIMATE ZONES
Ssope;Compliance taith Sectfon 402 of the Florida Bulldfng Code,EnergyConservation,shali be demonstrated hy the use ot Form 402 for singie-and multiple-family residences oi three
stones or less in height,additions to existing residential bufldings,renovatfons to exist� g resfdential buiidings,new heating cooling and water heating systems in existing buildings as
applicable.To comply,a buildfng must meet or exceed all of the energy eff'iciency requir ments on Tabie 402A and all applicable mandatory requirements summarized in Table 4028 0{ihis
form.If a bwiding does not comply with this method or Altemate Form 402,it may stiil omply under Section 405 of the Florida Building Code,EnergyConservation.
PROJECT NAME: LL�S Iti BUILDER: 5 '�a�"e !-� , i nK�w
AND A�DRESS: L.o�l':�-E D l.a.wrcl V�ley �� • ,
���S,F�G p�� � PERMITfING �
OFFICE: L i
OWNER: L t e �- �vQ,n �.SI.� PERMIT NO.: r � � JURIS ICTION NO.: ��
Generai Instruetions
1.New construction which incorparates any of the tollowing features cannot comply u mg this method:glass areas in excess of 20 pe�ent of conditioned floor area,electric resistance
heat and air handlers located in attics.Additlons<_6U0 sq.tt.,renovatlons and equfp ent ehangeouts may somply hy thts metfiod with exceptions given.
2.FlII in all the applicable spaces of the'To Be Instalied"column on Tabie 402A with th informatfon requested.All"To Be Installed°values must be equal to or more efficient than the
required levels.
3.Complete page 1 based on the"To Be Installed"column intormation.
4.Read the requirements of Table 4026 and check each 6ox to Indicate your intent to c mply with all appli�able items.
5.Read,sign and date the"Prepared By"certification statement at the 6ottom of page .The owner or owners agent must also sign and date the form.
Please Print CK
' 1. New construction,addition,or existing building 1, �C�i'�1 ow
2. Single-family detached or multiple-family attached 2, 51���
3. If multiple-family-No.of units covered 6y this submission 3, ^
4. Is this a worst case7(yes/no) 4, i�0
5. Conditioned floor area(sq.ft.) g, /�(�
6. Glass type and area:
aU-factor 6a. '�S
b.SHGC 6 b. 3O
c.Glass area 6c. ��sq.ft.
7. Percentage of glass to floor area 7 a q %
8. Floor type,area or perimeter,and insulation:
a.Slab-on-grade(R-value) 8a.R= I in.ft.
b.Wood,raised(R-value) gb.R=�_ �sq.ft.
c.Wood,common(R-value) 8c.R= sq.ft
d.Concrete,raised(R-value) gd,R= sq.ft.
e.Concrete,common(R value) gg,R= sq.ft.
9. Wall type,area and insulation: _
a Exterior: 1. Masonry(Insuladon R-value) ga.i, R- sq.ft.
2. Wood frame(Insulation R-value) 9a-2. R-._(3_ �sq.ft.
b.Adjacent: 1. Masonry(Insulation R-value) 96-1. R= sq.ft.
2. Wood frame(Insulation R Value) 9b-2. R=_L3 �7S sq.ft.
I10. Ceiling type,area and insulation:
a.Under atdc(Insulation R-value) 10a.R= sq.ft.
b.Single assembly(Insulation R-value) 1 pa,R- �Q /SCQ sq.ft
11. Air distribution system:Duct insulation,focation,Qn
a.Duct location,insuladon 11 a. R= �
b.AHUlocation 'iib. -_.'
, c.Qn,Test report attached(<0.03;yes/no) i1c.Test report attached? Yes No
12. Cooling system:
�.�,pe 12a.Type: �'I`ai k�' Cao�
b.Efficiency 12b.SEER/EER• l
13. Heating system: 13a.Type: l�e�'� �r:
��,pe 13b.HSPF/COP/AFUE: •7
b.Efficiency
14. HVAC sizing calculation:attached 14. Yes �
15. Hot water system; N/�
a Type 15a.Type:
b.Efficiency 15b.EF•
I hereby certify that the plans and specifirations covered by tha calculation are(n compliance wit ffie Florida Review of plans and specifications cwered 6y thls calculation indicates compfiance with the Florida
Energy Code. Energy Code.Before construction is comp ted,this building wiil be Inspected for compliance In
accordance with Secfion 55 �F. .
PREPARED BY: � DATE; `�9 �s
CODE OFFICIAL•
I hereby certity that i uildi� camplia ' the Florida Energy Code: s ��
OWNERAGENT: ���� (� DATE: �� � DATE: _
I
C.4 2010 FLORIDA BUILDING CO.DE-ENERGY CONSERVATfON
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FORMS
�aa�aozA
BUIL[?ING COMPONENT PERFORMANCE CRITERIA' INSTALLEp VALUES:
U-Facior<0.65 l �"'"
Windows(see Note 2): SHGC�0.30 U-Facfor= U�`7
%ofGFA<=20% SHGC= 3D
%of CFA=
5 Ii his U-Factor<0.75 �
Doors:E�eriotdao�U-Factar U-Fastor<0.65 U-Factor= �o
Ftoors: Siab-on-grade Noreq�frement R-Value= ,C,2—r'�
Over unconditioned s aces see Note 3 R-13
Walls—EM.and Adj.(sea Note 3}: ��t�
Frame ft-i3 R-Vaiue=
Mass (see Note 3)
Interior of walL R-7.8 R-Value=
E�cterior ot wall: R-6 R-Vatue;
Ceilfngs(see Notes 3&4) R=30 R-Value= oi� q�ched?
ReFlectance 025 Reflectance= Yes1No
Aic�s#ribv6on system(see Nole 4j
Ductwork&air handling uniC Location: 7est re od
Unconditioned space Nol allowed Attached?
Condiiioned space Y��o
Duat R-vatue R-vatue?6 R-Vatue= '
Afr leakage�n On 5 0.03 Q�_
Airconditionin stems seeNote5 SEER=13.0 SEER=
` NeaHng system
Heat pump(see Note 5) Cooling: SEER=13.0 SEER=
Heating: HSPF=7.7 HSPF= 7, �
Gas furnace AFtSE?S l AFUE_
Oil fumace AFUE 78% AFUE= i
Eieclric resistance:Nol allowed(see Nole 5) ')
Watet heaiing system{siorage type} ',
Eleclric(see Npte 6): 40 gai:EF=0.92 Gallons= ,1/�
50gaI:EF=0.90 EF= rNf
Gas fired{see Nofe 7}: q0 gai;EF=0.59 �aflons=
Other(describe}: 50 gal:EF=0.58 EF=
(1}Eaeh component preseM in the As Praposed home mast meet or�ceed each of ihe applicable performance criteria in arderk�complywith Shis code using fhis methad;
otherwise Section 405 compliance must be used.
(2)Windows and doors qualifying as glazed fenestration areas mustcomplywith both the maximum U-Faatorand the maximum SIiGC(solarHeat Gain Cpefficient)criteria
and have a maximum iata3 window area equal ta or less than 20 t of the conditioned floor area{GFA};otherwise Sec#ion 4�75 musf be used far comptiance.
Excep6on: Additions of 60o square#eet(56 m�}or less may have a maximum giass to C�A of 50 percent.
(3}R-values are for insulation material only as applied in accordance with manufacturers'installation instructions.For mass walis,the"interior of wall"requirement must be
meY axcept if at least 50°!ot the R-6 insufaiion required for the"�ferior of wali"is installed exferior of,or infegral fo,the wa(1.
(4}Dvats&AHU installed substantially Ieak iree per Section 4d3.22.1.Test by Class 1 BERS rater required. ,
Euception:Ducts installed onto an exi"sting sir distribution system as part of an addition or renovation;duct must be R•6 insialled per Sec.5032.7.2.
(6}For aJ]conventional uniYs with capacities greafer tEtan 30,400 Btulhr. For otheriypes of equigment,see Fab(es 563.2.3{t-8'!.
Exception:The prohibi#ion on etectric resistance heat does not appiy to additions,renovations and new heating systems inetalled in existing buiidings.
� (6)Fbr other electric storage volumes,minimum EF=0.97-(O.Op132 x volume).
(7)For olher natural gas siorage volumes,minimum EF�Q.B7-(O.00i9 x voiume}.
TABLEA02B MANDATORYREQUIRE�7ENTS
COMPONENTS SECTION REQUIREMENTS CHECK
7o be caulked,gasReted,weaihetsfripped or afherwise seated.Recessed ligbYing IGrated as r.�eeGng ABTM E �
Air teakage 402,4 283.Windows and doors=0.30 ctm/sq.ft.Testing orvisual inspection required.Frepiaces:ga:;keled doors&
outdoor cambustfon air.
Ceilings/knee walls 405.2,1 � R-19 space permitting. ✓
Programmabie tharmostat d03.i.1 Where forced-air fumace is primary system,programmebie thermostat is required.
Air distribution system 403.2 Ducts in atUcs or on roofs insulated to R-8;other ducts R-6.Ducts lested l0 4,=0.03 by a Cia:s 1 BERS ratef. ,/
Neai Yrap requlred for verticai pSpe tisers.Comply with etficienciss tn Tahte 403.4.3.2.Arovide s Nifch or cteariy
VJater heaters 403.4 marked arcuit breaker(etectdc)or shutoH{gas}.CirculaGng system pipes insulated to=R-2+accessibte manuai
OFF switch.
Spas and heated pools musl have vaporreterdant wvers or a Iiquid cover or pther means prov�:n to eeduce heat .
Swimming pooS&spas 403.9 loss eaccept if 74 t af heat from site-recovered energy.OfftHmer switch reqnired.Gas heaiers m nlmum therma!
efficien �78°l= 821 afier dtt8113.Heat om ooI heaters minimum COP=4.4.
Slzing caloulal(on perfarmed&altached.Minimum efficiencles perTables 5032.3.Equipment e�'ficlency verification
Cooling/tieating equipment 403.6 required.Special occasion cooling or heaUng cepacity requires separate system or variable capacity system.
Electric heai>tOkW musl be dvided into two or more sia es.
Lfgfitlng equipment 404.1 At(east 5Q%ot permanently installed IighUng fixt�res shaii be high-eHicacy lamps.
2014 FLQRlDA BUlLDING CQDE—ENERGY GQNSERVATtON G.5 '
; '
a�,saao-oo20 _ City of Ze hyrhills Permit Application . _ . _.. FaX_a�saso-oo2�
, - Building Department � �
Date Received � Ji /J ' phone Co tact for Permitting - -
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Owner's Name S � Owner Phone Number �� � - 3�' � � � �
Owner's Address CA1'�� - C_Lf,(.t 1re cL 1 ��`f Q�V� Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOBADDRESS La`I- �- D L�LLt-►°e� UCL` � �d� 2�j jS� ' LOT# � �
SUBDIVISION // `�L �L°S T� G V G�I�S P RCEL ID# � ''. " °?�-a L.c��� d UJ Q�� U
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED e NEW CONSTR e A D/ALT 0 SIGN 0 Q DEMOLISH
INSTALL PAIR
PROPOSED USE � SFR Q MM � OTHER
TYPE OF CONSTRUCTION Q BLOCK Q F ME � STEEL Q
DESCRIPTION OF WORK u o r'f-"- 2v� l!l [� i� S{'��O� ���✓tC r��e
BUILDING SIZE I 3 x 3 � SQ FOOTAGE �� HEIGHT ��
"TTI"ITTrTTfI"1"I�TT�TI�IT rl'T'TI"TTrTT�ITi�TrT1Tr�TrTT�P'
�BUILDING $ �o o � � VALU TION OF TOTAL CONSTRUCTION
DELECTRICAL $ AMP ERVICE 0 PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $ pf���� � �('� �""" rC��'
�v � -�
OMECHANICAL $ VALU TION OF MECHANICAL INSTALLATION
OGAS 0 ROOFING Q PECIALTY 0 OTHER �`���
FINISHED FLOOR ELEVATIONS LOOD ZONE AREA DYES �O�i
-�-�-F-f-f-���f-1--1-1--I-H�-f-f--1--F-1-f-1--E-H�1-1- 1--1--F-F-1-1--1--1-1--{�-1-1--1-1--H�H�1--f-HF-1-H-1-1--E-�F-F-1-1--1-HI-
BUILDER /�� /�/�/J ' � o�., COMPANY SU,N.5��t I� �L�� �n
SIGNATURE ���2C° REGISTERED Y/ N FEE CURREN �Gl� ,_
Address �P �� "( �r"� I�j K f'�. Z�j ��S L License L G � ��S `
d3.i 4}-
ELECTRICIAN /�!'�� �� ' n e COMPANY O�`� � I Pc /�[ G
SIGNATURE v REGISTERED Y/ N FEE CURREN Y/N
Address �j��'�'J 5 � 7 2 - �. /-h� 1�S �C, License#. �` , �4��
s y 34
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address License#
MECHANICAL /�_"_ _ J �� ~ COMPANY Q!�r5 {'rC � P� A.h�
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address 7�� � �l �1°J'f � 26l(�t L S 5� � License# C�,��3
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREN Y/N
Address I License#
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RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans (1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal ate. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster;Site Work Pe it for subdivisions/large projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)working days after submittal ate. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Pe it for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
'**'PROPERTY SURVEY required for all NE construction.
..4a-1.��f-1.�1-f..1..4.4-1-1-�a-I..L.�1..1-4-i--{-{-1--1-1.-f-1-Y-�1--1..1..4-1--�-f-1-�L..1-�1--1-{••��1..{..�-f--L-f-I..�I.��L.i-�f.�f-I..f..L-1-
Directions: I
Fill out application completely.
Owner&Contractor sign back of application,notarized.
If over$2500,a Notice of Commencement is required. ( C upgrades over$7500)
** Agent(for the contractor)or Power of Attomey(for the owner would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application nly)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..needs R W
NOTICE OF DEED RESTRICTIOIVS: The undersigned understands that this permit may be subject to"deed" restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work, the:y may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work, they are advised tc�contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the
contractor, that may be an indicaiion that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES. The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of
use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or
final_power release, the fees must be paid__prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes, as amended): If valuation of work is$2,500.00 or more, I
certify that I, the applicant, havE; been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide" prepared by thE: Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner", I certify th��t I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to cornmencement.
CONTRACTOR'S/OWNER'S AFF�IDAVIT: I certify that all the information in this applicatior is accurate and that all work
, will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City co�es, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the r��gulations of other government agencies may apply to the intended work, and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida 1Nater Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls, Docks, Navigable Waterways.
- Department of HealtYi & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks. '
- US Environmental Prctection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following reslrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume" will be submitted at time of permitting which is prepared by a professional engineer
licensed by the State of Florida.
- If the fill material is tc� be used in Flood Zone "A" in connection with a permitted building using stem wall
construction, I certify tl�at fill will be used only to fill the area within the stem wall.
- If fill material is to b�� used in any area, I certify that use of such fill will not adversely affect adjacent
properties. If use of f�ll is found to adversely affect adjacent properties, the owner may be cited for violating
the conditions of the I�uilding permit issued under the attached permit application, for lots less than one (1)
acre which are elevate:d by fill, an engineered drainage plan is required.
If I am the AGENT FOR THE OWIVER, I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, I
plumbing, signs, welis, pools, air conditioning, gas, or other installations not specifically included in the application. A �
permit issued shall be construed t�� be a license to proceed with the work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter
requiring a correction of errors in K�lans, construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by surh permit is commenced within six months of permit issuance, or if work authorized by
the permit is suspended or abandaned for a period of six(6) months after the time the work is commenced. An extension I
may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate I
justifiable cause for the extension. If work ceases for ninety(90) consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVENIENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I
FLORIDA JURAT(F.S.117.03
OWNER OR AGENT � CONTRACTOR , �
Subscn ed and swom t �r aff.irmed before me this Sub cnbed and swom t r_af�i'rmed)before me this
�-I2�lJr by R�'h � n 5 y �S by �i�l'►��l f�{IVL� �
Who is/are person ly kno�n to e or has/liave produced Who is are personally known to m or has/have produced
as identif�cation. — as identification.
I
/Notary Public Notary Public
Commission No. Commission No.
Name o,;io���Bype ,prin e or s am e Name of Notary ,r„,,,;,, rr►ryed
;_� ��; N4�NCY J �R1�OKS ;=o��avP4e4�; �IANCY J BROOKS
' �= MYCOMMISSION#=F093699 ` '
;^.. . ::a�` :' �"Q; MY COMMISSION#FF093699
, ''"�oFF;;oP.� EXPIRES February 18.2018 9� P;
. •.,.,,,,,,,,, •••.,�oF•�;o� EXPIRES February 18,2018
� (ao�)3sa-o153 FloridallotaryServic:e.com (407)398A153 FloridallotaryService.com
�
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' �������� Page No. of � Pages
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� , � SUN S TE ALUMINUM, INC.
154 Fort King Rd. ti�+`.; -
ZE HYRHILLS, FL 33542 I
( 13) 788-7308 � _ �
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SUBMIiTED TO a PHONE �""""� pATE
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CfTY,STATEand�Zl COD��f`� ,..�+^"^""°"""` �v� JOB LOCATION �
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ARCHITECT RO � �- ` � DATE OF PLANS JOB PHONE
We hereby submit specifications and estimates for•
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�� OT�tr�LY� eb to�furnish " er.ial-�d�labor—complete in accordance with above specific��ion�for the�u�of:
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Payment to be made as follows:
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All unpaid balances subject to 1.5%monthly inter,est fee. _.,,.-,-�,..r--�'��"""�� ��^����" �
All material is guaranteed to be as spec'rfied. All work to be compleled in workmanlike .-�`���- �� ,,,�..�---�""""���,;•��'"'� ~
manner according to shandard practices.My alteration or deviation from abov specifications AUthOfizO �-z�•�"'°-��r'-,,,,e,u^'..�.--�""""��--
Signat� L'�__,�,,,."" -�,^"�"_'_..'"'
involving exUa costs will be executed only upon written orders,and will me an exVa ,. _, ,
charge over and above Me estimate: All agreements contingent upon stn es, accidents '�'" � � � -- -"
or delays beyond our control.Owner to carry fire,lomado and other nece ry insurance. Note:This proposal may be
i Our workers are fully covered by Workman's Compensation insurance. withdrawn by us if not accepted within days.
�CCE�1t�TCCE Df C�.OTYtr�ICt—The above prices, pecifications �� -'��i f���--..,�..•!.��_ ,� , �
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' and conditions are satisfactory and are hereby accepted. You a authorized Signature � � -� �
to do the work as specified. Payment will be made as outlined bove. �,%� � t-- �` �'�•,-
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Date ofAcceptance: Signature
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Busines � .�, [y,
Professi �al B' "' product Approval
�USER:Public User
Regufation
Product Aooroval Menu>Produd or A Iicatfon Se rc >Aoolfcation Lfst>Application Detail
;� .�-_.�
- FL# FL163-R4
.'�,--
•�•��_ .:�;y;; , Appllcation Type Revision
.�,:�� . . ` Code Version 2010
�"� '� ��''. ���`�' Applicatlon Status Approved
Comments
Archived __ •
Product Manufacturer Custom W(ndow Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 207
• mlafevre@cws.cc
Authorized Signature Michael LaFevre
mlafevre@cws.cc
Technical Representative Brian Tenace
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext291
btenace@cws.cc
Quality Assurance Representative ]efF Thompson
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 221
jthompson@cws.cc
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Englneer
�!� Evaluation Report-Hardcopy Received
Flor(da Engineer or Architect Name w o Lucas A.Turner
developed the Evaluatfon Report
Florida License PE-58201
Quality Assurance Entity Keystone CertiFlcatlons,Inc.
Quality Assurance Contract Expiratio Date 03/OS/2014
Validated By Steven M. Urich,PE '
�i Validation Checklist-Hardcopy Received
Certif(cate of Independence FL163 R4 COI EvalReo CWS-466A(SH-35001.odf
Referenced Standard and Year(of S ndard) Standard Year
ANSI/AAMA/101/IS2/A440-05 2005
ASTM E 1300-04 2004
Equlvalence of Product Standards
http://floridabuilding.org/pr/pr_app_dtl.asp ?param=wGEVXQwtDquJBMjgU1j3NOXQj... 3/30/2012
A �18� SEE NOTE 2 M�o� �8° SEE NOTE 2
s„MAX MAX O.C. I 4 M� �7yp) MAX O.C.
(TYP) � �MAX.�{ �P) 4"MAX.� L6"
�P� e"ry�qx �P� SEE NOTE 6 �P� 8"MAX �P� �M'4X O.C.
-- q PMp�(,� I 4„M� Cn'P) SEE NOTE 6
——— — (rva) �—
(n') --- -----
s^n�u,"'m'P) I I 4�M'vc'm'P� I I �
� � � � � I I
I I �e^ I I
L MAX O.C. � I MAX O.C. 18"MAX O.C. I I MAX O.C. O
(TYP)THRU (TYP) (TYP)THRU �yP�
FRAME,12" � � I FRAME.12" � O I
MAX O.C. I I M�0•C• INSTALLATION
(IYP)W/CLIPS INSTALLATION Cn'P)WlCLIPS I I qNCHORS TYP.
(SEE NOTE A) I I ANCHORS TYP (SEE NOTE A) I I (SEE NOTE A)
(SEE NOTE A) � I I
I I � L
� � ' � �
L I -1- � i I �
4��j— i i 3�-��— i X I
�— _ � 1— � )(
X INSTALLATION X I � INSTALLATION
I I ANCHORSTYP I I ANCHORSTYP
I 4 I 4 I 4 I 4
e I � I e � I I
A C � —— — ——
ANCHOR LAYOUT-(FLANGE) ANCHOR LAYOUT-(FINI ANCHO R LAYOUT-lFLANGEI ANCHOR LAYOUT-(FIN)
THRU FRAME OR CLIP(MASONRY OR WOOD OPENIN6) THRU NAILING FIN(WOOD OPENINO) THRU FRAME OR CLIP(MASONRY OR WOOD OPENINO THRU NAILINO FIN(WOOD OPENING)
NOTES: NOTE:
A.WHEN INSTALLING FLANGE UNITS WITH
1.INSTALL ONE ANCHOR AT EACH LOCATION. SILL ANCHORS SAME AS HEAD. ANCHOR CLIPS AS SHOWN ON SHEET 8,
DESIGN PRESSURE IS LIMITED TO 30 PSF.
2.SHIM AS REQ'D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT.
3.LOAD BEARING SHIMS SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED.
4.3/16"DIA.ELCO ULTRACON MASONRY ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/4"INTO MASONRY THRU FRAME OR THRU 1 BY WOOD BUCK INTO MASONRY. A MINIMUM EDGE DISTANCE OF 1"SHALL BE
ACHIEVED IN EITHER DIRECTION.
5.#10 WOOD SCREW ANCHORS FLANGE INSTALLATION THRU FRAME)MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 3/8"INTO 2 BY WOOD BUCK A MINIMUM EDGE DISTANCE OF 7/8"SHALL BE ACHIEVED IN EITHER DIRECTION.
6. #B WOOD SCREW ANCHORS(INSTALLATION THRU FIN)MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN.EMBEDMENT OF 1 1/2"INTO 2 BY WOOD BUCK FOR FIN INSTALLATION.A MINIMUM EDGE DISTANCE OF 1/4"SHALL BE ACHIEVED IN EITHER
DIRCTION.
7 ALL INSTALLATION ANCHORS MUST 8E MADE OF OR COATED WITH A CORROSION RESISTANT MATERIAL OR COATING.
DISSIMILAR MATERIALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST BE PROTECTED TO PREVENT REACTION. A UPDATED TO 2010 FBC 10/12/2011
LUCAS A.TURNER,FL P.E.58201
8.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL t��trintrrf /J
NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. ,,����y,P�G.���;TL�r�� ���`y���
9.INSTALLATION ANCHOR CAPACRIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES: ��VP;'�,� SF.�2f�� N7NDOW5&DOOItS
A.WOOD-MINIMUM SPECIFIC GRAVI7Y OF G=0.55(SOUTHERN PINE OR GREATER) �;' No 5$291 •�'��� 1900 SW 44TH AVE.
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. v� `*� ���,_ OCALA,FLORIDA 34474
C.MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N,TYPE 1(OR GREATER). / ; *. : _
10.SEALING AND FLASHING STRATEGIES FOR OVER,4LL WATER RESISTANCE � '�°: ;a'' ir�E ANCHOR SCHEDULE&NOTES
�I�rI�II ��0;. STATH OF C��' ERIES: DRAWN6Y• DATE:
OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VROPWE7ARYAND COFFIDEMl4L �i T•'� P,.'�.` 3500 ADE 03/16/09
FMA/AAMA100(FIN WINDOWS),�FMA/AAMA200(FLANGE WINDOWS), WINOOWSYSTEMS INC.ANVRFPRO�UC710NWPARTORA APWHOLEWITHOUTTHE f���i�`SS�o P���1Q���` ooe�.SINGLE HUNG scn�E: NTS °W°'NO" CWS�66
FMA/WDMA250(BOXWINDOWS),FMA/AAMA/WDMA300(EXTERIORDOORS). WR�7TENPERMISSIONOFCUSTOMWINDOWSYSTEMS,INC.ISPROHIBITED. �f�If�NA;,;�\�� REV.LETfER: A HEET
2 OF.7n
, �
. •
;
• a
�'l
. +'
. J
SHEATHING L�?"MIN.EMBEDMENT ,
BY OTHERS �E�
EXTERIOR FINISH INSTALLATION ANCHOR,
BY OTHERS #8 WOOD SCREW
o, IEl
.�.,. '
oo�,�,
SEALANT BEHIND FIN °o o:
BY INSTALLER 'd°•
��•a BY OTHERS BUCK Y
BY'NNSTALL RP '� �A� 2 BY WOOD BUCK
opdQ �BAY�OTHERS ]L MIN.EDGE DIST.
[D]
PERIMETER SEALANT �4"MIN.EDGE OIST.
BYINSTALLER �p�
� �1/4" MAX SHIM
�B� 1/4" MAX SHIM
INSTALLAi10N ANCHOR, [8]
#8 WOOD SCREW
[E]
a `� �
� SHEATHING � o•o.o'e b y'�
BYOTHERS o;$,:ob'o,�Yo:'
o'• •°o• �o•�
EXTERIOR FINISH W�NDOW WRAP
BY OTHERS BYINSTALLER
SEALANT BEHIND FIN PERIMETER SEALANT
BYINSTALLER BYINSTALLER
� ,I HORIZONTAL SECTION
� (WOOD)
1/4" MAX.SHIM �� FIN
SEALANT BEHIND FIN �[B,
BY INSTALLER ]L'l MIN.EDGE DIST. REFFRENCE NOTES:
0 0, I�I
ob�o �A]SEE NOTE 10,SHT 1
PERIMETER SEAIANT [BJ SEE NOTE 283,SHT 2
BY INSTALLER [c]5EE NOTE 4,SHi�2
�D]SEE NOTE 5,SHT 2
o�q 2 BY WOOD BUCK [E�SEE NOTE 8,SHT 2
°°° BY OTHERS
WIN�OW WRAP '.q o• [A] LUCAS A.TURNER,FL P.E.58201 A UPDATED TO 2010 FBC 10/12/2011
BYINSTALLER
°�"� [EJWOODSCREWCHOR, ,,`�,�`P�ypRElv�T�,�,. �•�.�1i1%fGWS'Yf�
EXTERIOR FINISH
BYOTHERS `�•`Gp-:.•��GEIVS�:'•Ry�i�� �WINDOWS&DOORS
1 1�2•MIN.EMBEDMENT �v�� No 58201 '.��;. 1900 SW 44TH AVE.
sH�A7HIN� � �� �*: � �.�._ OCALA,FLORIDA 34474
BY OTHERS = ' ' ; lITLE:
� VERTICAL SECTION �����l "�O� ;a- INSTALLATION DETAIL WOOD CONST.
I �'S�: STATE OF •�� ERIES: DRAWNBY' DATE
10 FIN(WOOD) �O•. ,� .�� 3500 ADE 03/16/09
PROPRIETARVANDCOpFIOENTl4L �T'• ( OP•'���
THEINFORMATIONCOMAINEDINTHISORAWINGISTHESOLEPROPERTYOFCU5TOM ���SS'�A��'��,�� Mo�E�SINGLEHUNG SCALE: NTS OWG.NO: CWS�66
WRITTEN PERMISSION OF CUSTOM N7NDOW SYSTEMS,INC.SS PROHIBITED.OUT THE �I��.�QfJA,rG���� '� REV.LETTER: A HEET. �O OF 1 O
r- -
OperallF�ange Unit OyerallFlangeWEdth 24.750 2&750 28,750 32.750 3Z006 -00.75D d4,754 48J50 53,125 5I.250
Het ht He( ht UnitWidth 23.500 25.500 27.500 31.500 35.750 39.500 43.500 47.5tl0 51.8�5 56,OOp
28.750 27.50o Glass T e A +35.0 -70.0 +95.0 -70.0 +g5.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 •70.0 +35.4 -74.Q +35.0 -70.0
Glass i' e B C D E F C� H +35.0/-J0.0 +35.4 -70.Q t3S.� -7Q.0 +35.0 J-70.0 +35.0 -74.0 +35.0 -70.0 +35.p -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0
32.750 31.50� Glass T e A +35.0/-70.p +35.0/-70.0 +35.0/-70.0 +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0 -69.2 +35.0 -66.1 +35.0/-62.9 +35.0 -61.3
Glass T e B C p E,F,G,H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35,0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -69.9
36.750 35.500 Giass T e A +35.0 -7Q.0 +35.Q -70.6 +35.0 J-70.0 +35.0 -70.0 +35.4 -69.9 +35.0 -61.4 +35.0 -57.0 +35.0 -53.5 +35.6 -50.1 +35.Q -4$.4
6tass 7 e B C D E F,6,H +35.0 -70.p +35.0 -70.0 +35.0 -70.0 +35.0 -76.0 +35.0 -70.0 +35.p/-70.0 +35.0 -70.0 +35.0/-70.0 +35.0 -69.4 +35.0 -633
38.375 �7,�p9 Glass T e A +35.0 -70.0 +35.0 -70.0 +3S,p -70.0 +35.0 -70.0 +35.0 -68.1 +35.0 -59.8 +35.0 -54.1 +35.0 -50.2 +35.0 -46.8 +35.0 -44.8
Glass T e B C D E F G N +35.0 -70.0 +35.0(-70.0 +35.0 -7Q.0 +35.0 -7Q.0 +35.Q -70.0 +35.0 -7Q.4 +35.0 -7Q.0 +35.0 -7Q.6 +35.4 -67.0 +35.0 -&I.1
d6.750 39.500 G�ass 7 e A +35.0 -70.0 +35.0 j-70.0 +35.0 j-70.0 +35.01-70.0 +35.61-66.4 +35.0 j-58.0 +35.0{-52.5 +35.6 -473 +35.0/-42.9 +35.0/-40.7
Glass T e B C D E F,G,H +35.0/-70.0 +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.d/-70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -63.8 +35.0 -58.1
44.750 43.500 Glass T e A +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -64.7 +35.0 -56.7 +35.0 -49.9 +35.0 -44.5 +35.0 -39.8 +35.0 -36.9
fiass T e 8 C D E F 6 N +35.4 j-7Q.0 +35.0 -70.6 +35.0 -76.0 +35.0 -76.Q t35.0 -76.0 +35.0 -7Q.0 +35.4 -7d.0 +35.0 -66.5 +35.4 -59.A +35.Q -5A.0
48.750 47.500 Glass T e A +35.0/-70.0 +35.0/-70.0 +35.0/-70.0 +35.Q/-70.0 +35.0 -63.2 +35.0 -56.0 +35.0(-49.4 +35.0/-44.0 +35.0/38.9 +35.0 -35.2
Glass T e B C p E F G H +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35,p -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -62.6 +35.0 -55.7 +35.0 -50.5
50.625 44.375 Glass T e A +35.0 J-70.0 +35.0 J-70•6 +35.0 J-70.0 +35.0 -70.0 +35.6 -62.5 +35,0 -55.6 +35.0 -49.3 +35.0 -43.9 +35.0 38.8 +35.0 J-35.1
6lass T e B,C 0 � F G H +35.0 -70.0 +35.0 i-70.0 +35.4 -70.0 +35.0 -70.0 +35.0/-70.0 +35.p -76.0 +35.01-68.8 +35.0 -61.0 +35.0 -543 +35.0 -49.1
52.750 51.500 �lass T�e A +35.0 -70.p +35.0/-70.0 +35.0 -70.0 +35.0 -70.0 +35,0 -61.5 +35.0/-55.2 +35.0 -49.1 +35.0 -43.9 +35.0/39.0 +35.0 -95.1
Glass T e B C D E F G H +35.0 -70.4 +35.Q -70.0 +35.0 -70.0 +35.0 -7Q.0 +35.0 -70.0 +35.0� -70.4 +35.0 -67.1 +35.0 -59.4 +35.0 -52.7 +35.0 -47.7
56.750 55.504 ��ass T e A +35.4 -70.0 +35.4 J-70.0 +35.0 -74.0 +35.0 -67.4 +35.0 -59.6 +35.0 -53.9 i35.0/-48.4 +35.0 -43.� +35.0 J-38.9 +35.0 J•35.4
Glass T e 8 C.0 E F G,H +35.0/-70.q +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0/-64.4 +35.0 -56.7 +35.0 -50.2 +35.0 -45.3
60.750 59.500 GlassT eA +35.0 -70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -63.7 +35.0 -57.3 +35.0 -51.7 +35.0 -47.5 +35.0 -42.8 +35.Q -38.7 +35.0 -95.3
Glass T e B C D E F G H +35.Q -70.0 +35.Q -70.6 +35.0 -70.0 t35.4 -70.0 +35.Q -70.0 +35.0 -74.Q +35.Q -62.2 +35.0 -54.5 +35.0 -A8.1 +35.0 -43.3
63.000 81.750 �iass T e A +35.0/-70.0 +35.0/-70.0 +35.0/-69.1 +35.0 -61.9 +35.0 -55.6 +35.0 -50.7 +35.p/-46.4 +35.0/-42.1 +35.0/-38.4 +35.0/-35.2
Glass T e B C D E F G H +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0/-70.0 +35.0 -70.0 +35.0 -70.0 +35.0 -61.1 +35.0 -53.5 +35.0 -47.1 +35.0 -42.3
66.750 65.5�0 GlassT eA +35.Q -709 +35.4 -fi8.9 +35.0 -65A +35.Q -59.1 +35.0 -52.8 +35.0 -48.8 +35.0 -44.5 +35.0 -41.Q +35.4 -37.4 +34.7 34.7
CSlass T e B,C D,E F 6 N +35.0 -70.0 +as.o{ao.o +35.p{-693 +35.p j-67.7 +35.01-67.6 +35.6 -67.6 +35.0 -59.6 +35.0 J-51.9 +35.0 -45.5 +35.0 -Q0.8
68.750 67.500 Glass T e A +35.01-69.0 +35.0�6.4 +35.0 -63.5 +35.0 -57.6 +35.d/-51.6 +35.0 -47.6 +35.p/-43.5 +35.0„[;,A0.2 +35.0�6.8 +34.1/34.1
Glass T e B C p E F G H +35.0 -70.0 +35,0 -67.7 +95.0 -65.9 +35.0 -63.9 +35.0 -63.6 +35.0 -63.5 +35.0 -58.4 +35.0 -51.2 +35.0 -44.8 +35.0 -40.1
72754 71.500 Gtass T A +35.0 -6AA +35.Q -61.8 +35.0 -59.9 t35.0 -54.6 +35.0/-445 +35.0(-45.3 +35.0/-41.5 +35.0 -38.6 +35.0 35.5 +32.8 J32.8
Gtass T e B C D E F G H +35.0 -64.2 +35.0/-61.8 +35.0 -59.9 +35.0/-57.5 +35.p -56.7 +35.0 -56.7 +35.0 -56.7 +35.0 •50.0 +35.0 -43.6 +35.0 -38.8
76.000 74.750 Glass T e A +35.0 -60.2 +35.p -57.7 +35.0 -55.8 +35.0 -52.5 +35.0 -47.6 +35.0 -43.5 +35.0 -40.1 +35.0 -37,4 +34.2 -34.2 +31.6 -31.6
G(ass T e 8 C,d E F,G H +35A j-6Q.2 +35A -57.T +35.4 j-55.8 +35A -53.2 +35A J-52.0 +35.0 -SI.9 +35.0 -51.9 +35.0 -49.2 +35.4 -42.7 +35.0 -38A
80.750 79.500 ��ass T e A +35.0 -55.1 +35.0 -52.6 +35.p/-50.7 +35.p -47.9 +35.Q/-45.0 +35.0 -41.2 +35.0/-38.1 +35.0 -35.5 +32.1 -32.1 +30,1/-30.1
Glass T e B C D E F G H +35.0 -55.1 +35.0 -52.6 +35.0 -50.7 +35.0 -47.9 +35.0 -463 +35.0 -45.9 +35.0 -45.9 +35.0 -R5.9 +35.0 -41.6 +35.0 -36.9
84.750 83.SQ0 GlassT eA +35.4 -51.4 +35A -49.0 +35.0 -A7.1 +35.0 -44.2 +35.0 -42.4 +35.6 -33.fi +35A -36.6 +33.7 -33.7 +30.7 -30.7 +28.8 -28.8
Glass T e B,C D E F G H +35.4 j-51.4 +35.0 -49.0 +35.0 -47.1 +35.p -44.2 +35.Q -42.A +35.0 -41.7 +35.0 -41.6 +35.0 -41.6 +35.0 -40.9 +35.0 -36.1
88.750 87.500 G Iass T e A +35.0 -48.2 +35.0/-45.8 +35.0 -43.9 +35,p -41.1 +35.0 -39.2 +35.0�-38.1 +35.0/-35.2 +32.1 -32.1 +29.51-29.5 +27.6 -27.6
Glass T e B C D,E F G H +35.0 -48.2 +35.0 -45.8 +35.0 -43.9 +35.0 -41.1 +35.0 -34.2 � +35.0/-3&.2 +35.0 -37.9 +35.� -37.9 t35.0 -37.9 +35.Q -35.5
92.250 8'l.000 Glass T e A +35.0 j-45.T +35.Q J-A3.4 +35.0 -41.5 t35.0 -38.7 +35.4/-36.7 +35.0 J-35.6 +33.7 -33.7 +30.9)30.9 +2g,q J_28.4 +26.6 J-26.6
Glass Type 8 C,p,E,F,G,H +35.0 -45.7 +35.0/-43.4 +35.0 -01.5 +35.q -38.7 +35.0 36.7 +35.0 -35.6 +35.0 -35.1 +35.0/-35.0 +35.0/-35.o aac n/_ac n
LUCAS A.TURNER,FL P.E.58201 A UPDATED TO 2010 FBC 10/12/2011
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:�. Na 58209 :�'1�:. 1900 SW 447H AVE. _
1.IF SIZE IN7ENDEp IS NOT SHdWN, �*: S j,.: OCALA,FLORIDA 34474
USE NEXT IARGER$IZE. �� �,o; {`" ��,Y n7LE,,EQUAL SPLIT"COMPARATIVE ANAI.YSIS&ANCHOR CHARTS
�9'; STATE OF .�✓�
2.WHEN INSTALLING FLANGE UN1TS f�1/1l �p., ��j� Eft1ES: RAWMBY DA7E;
WITH ANCHOR GLIPS AS SHOWN ON pROpwEraRVnrao corf�oecarat *r�'�� P,r�.� 3504 AGE Q31]Bt{}9
SNEET 8,DESI('iN PRESSURE IS THE MFORMA7ION CpNTAiNE�iN TMS OR4WING IS 7HE SOLE PROPER fV OF CUSTQM j���SS+��R.'�'���j`h�� Mo°E�.SINGLE HUNG SCALE: NTS �WG.NO' CWS�Fi6
LIMITEDTO.�OPSF. V�VRITf NPERMISSIONO�U TOMNANDOWSYSTEMS,INC.ISPROHIBI7Ep OUTTHE �i�r�fp�yA�E�ti�� �/,LETfER: A HEET, 4'���Q
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Busines �?� � -
ProfessiV�al �};�'� Product Approval
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Produd Aooroval Menu>Prod c or li a i n ear >Aoolication List>Application Detail
Lr,�n?�'[aZ� �
,Wr,t(-��•�z, FL# FL161-R4
�' y�`` �����'��R'�'�;x�°n� Iication T e
,� ���+ ,sE.,4�.�'�f:.e'> APP Yp Revision
���,����'�+��� Code Verslon 2010
�=' '�"{¢�<rr,i.3,-^�",d=�.�i�„�r'",�^a
�"�" Applfcatlon Status Approved ,
Comments
Archlved
Product Manufacturer Custofn Wlndow Systems Inc.
Address/Phone/Email 1900 SW 44th Avenue
Ocala, FL 34474
(352)368-6922 Ext 207
mlafevre@cws.cc
Authorized Signature Michael LaFevre
Imlafevre@cws.cc
Technical Representative Brian Tenace
Address/Phone/Email 1900 SW 44th Ave.
Ocala, FL 34474
' (352)368-6922 Ext 291
• - btenace@cws.cc
, Qual(ty Assurance Representative ]eff Thompson.
Address/Phone/Email � 1900 SW 44th Ave.
Ocala, FL 34474
(352)368-6922 Ext 221
jthompson@cws.cc
Category Exterior poors ��
Subcategory � Swinging.Exterior poor Assemblies
Compliance Method Evaluation Report from a Florlda Registered Architect or a Licensed
Flor(da Professional Engineer
� ' Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name ho Lucas A.Turner
developed the Evaluation Report
Florida Llcense PE-58201
Qualfty Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expirati n Date 03/OS/2014
Validated By Steven M. Urich, PE
= Validation Checklist- Hardcopy iteceived
Certificate of Independence FL161 R4 COI EvalReo CWS-176C(Guardian Doorl.odf
Referenced Standard and Year(of tandard) Standard Year
AAMA/101/I.S.2-97 1997
ASTM E 1300-04 ' 2004
Equivalence of Product Standards f
� httn://floridabuildin�.or�/nr/nr ann dtl.as ?naram=wGEVXOwtDawf4n�AXh1045csMC'7... 4/5/2012 J
PRIME DOOR ELEVATION (NON-IMPACT) ALUMINUMNON-IMPACTREQIIIREMENT:
1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE,CURRENT
37.250 EDITION. �
OVERALL WIDTH 2.GLAZING OPTIONS:(SEE SHEET 3) I
FRAME OPENING 3.CONFIGURATIONS: OUTSWING,LEFT OR RIGHT HINGED. I
35" 4.ANCHORAGE.THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT SEE SHEETS 6-7 FOR
DOOR CORE ANCHOR DETAIL WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
A 5.DESIGN PRESSURE RATING(SEE BELOW):
-NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300.
-POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E 1300.
6.NOTAPPROVED FOR IMPACT RESISTANCE.IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION.
7 5/8"
HINGE 7 ALL FRAMES SCREWED TOGETHER.SMALL JOINT SEAM SEAIANT USED AT ALL FRAME JOINTS.
37 1/4 i 8.REFERENCE TEST REPORTS:NCTL-216-3251-'I
81.000 i
OVERALL -- 9.1X OR 2X WOOD BUCK OR STUD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TR.4NSFER ALL LOADS TO STRUCTURE.
HEIGHT BUCK AND FRAMING IS RESPONSIBILffY OF ARCHITECT OR ENGINEER OF RECORD. PORCH ENCLOSURE MEMBERS SHALL BE 6063-TS
� ALUMINUM MINIMUM WITH MINIMUM WALL THICKNESS OF 0.045" STRUCTURAL INTEGRITY OF PORCH ENCLOSURE TO RECEIVE APPLIED
HINGE LOADS FROM WINDOWS SHALL BE VERIFIED BY OTHERS.
i p I
80" B -�
FRAME
OPENING
HEIGHT
4 7/16,� i
. �
Z I - '
DOOR i �
CORE � DESIGN PRESSURE RATING
22" +40.0 PSF
HINGE
�
7 5�6"
HINGE
C UPDATED PER 2010 FBC •10/17l11 TEF
A �I LUCAS A.TURNER,FL P.E.58201 B ADDED VENDOR COLUMN TO PARTS LIST 03/13/09
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TABLE OF CONTENTS �v:'� No 58201 '�i'�: 1900 SW 44TH AVE.
GENERAL NOTES. ...... ... 1 :i�-: * ;,t- OCALA,FLORIDA 34474
ANCHOR SCHEDULE&NOTES. .2 �w�tirumu,v.c. 2011-11-3019:04-05:00 y '�: :�= �T�E: GENERAL NOTES
GLAZINGDETAIL. i`"� ���: STATE OF :��' -ERIES: RAWNBY• ATE: O3/13/2009
..... ....3
SECTIONVIEWS. ...... 4 pROPPoETORYANDCODFIDENTI4L 11/30/I1 �i��'FC OA'��.` 1000 ADE
EXTRUSIONS&B.O.M.... ...... ... ....5 THEINFORMATIONCONTAINEDINTHISDRAWINGISTHESOLEPROPERT'OFCUSTOM ���S��"��.R,"��•��� �10DEL. ' SC/LLE: WG.NO:
INSTALLATIONDETAIL..,. •6-7 WRI7TNPERMISSIONOFCUSTOMWINDOWSYSTEMS,�INC.SSPRO�IBI7EpHOUTTHE �/l�S�QNAiti�?��, GUARDIANDOOR EVLETTERTS 'HEET CWS-176
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Busines�"���,.�, ���R,� productApproval
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Rec�ula�tion
i Prod'uct Aooroval Menu> uc[or A lication Sear >Aoolication List>Appiiption Detaii
V p/�
FL# FL4904-RS y /(/y, ,3
Application Type Revision
Code Version 2010
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratiFied
by the POC and/or the Commission if necessary.
Comments
Archived ❑
Product Manufacturer Masonite International ,
Address/Phone/Email 1955 Powis Road
West Chicago,IL 60185
(615)441-4258
sschreiber@masonite.com
Authorized Signature Steve Schreiber
sschre(ber@masonite.com
Technical Representative
Address/Phone/Email
Quality Assurence Representative
Address/Phone/Email
Category Exterior poors
Subcategory Swinging Exterior poor Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute,
Referenced Standard and Year(of Sta dard) Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By '
Product Approval Method Method 1 Option A
Date Submitted 10/12/2011
Date Validated 03/18/2012
Date Pending FBC Approval
Date Approved 03/26/2012
https://www.floridabuilding.org/pr/pr_ap _dtl.aspx?param=wGEVXQwtDqteluIwHNbb1S... 7/30/2014
4
Florida Building Code Online Page 2 of 3 , '
Summary of Products � •
FL# Model,Number or Name Description
4904.1 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and U/S Single Door
U n its -
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL4904 RS C CAC N::OOb110.Ol.odf
Approved for use outside HVHZ:Yes Quality Assurance Cuntract Expiration Date
Impact Resistant:Yes 12/31/2014
Design Pressure:+76.0/-76.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 RS II FL012E.odf
Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independe it Third Party:
I ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 RS AE 504A.udf
3'-0"x 6'-8"max nominal size.When large missile impact Created by Independent Third Party: Yes
resistance is required,hurricane protective system is NOT
required.See DWG-MA-FL0128-OS for details.
4904.2 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S and C/S Single Door
U n its
Limits of Use Certification Agency�Certificate
Approved for use in HVHZ:Yes FL4904 RS C CAC NI006110.02.pdf
Approved for use outside HVHZ:Yes Quality Assurance Cantract Expiration Date
Impa�t Resistant:Yes 12/31/2014
� Design Pressure: +70.0/-70.0 Installation Instructions
Other: Evaluated for use in locations adhering to the FL4904 RS II FLO1Z9.�df
Florida Building Code including the High Velocity Hurricane Verified By; National A=creditation&Management Institute
' Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4404 RS AE 503A.udf
3'-0"x 8'-0"max nominal size.When large missile impact Created by Independerit Third Party: Yes
� resistance is required,hurricane protective system is NOT
required.See DWG-MA-FL0129-05 for details.
4904.3 Wood-edge Steel Side-Hinged Door 6'-8"Opaque I/S and O/S Door w/or w/o Sidelites
Units
Limits of Use Certification Agency I:ertificate
Approved for use in HVHZ:Yes FL4904 RS C CAC NIi)06110.Oi.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2014
' Design Pressure:+55.0/-55.0 Instaliation Instructluns
Other: Evaluated for use in locations adhering to the FL4904 RS II FL0128.�df
Florida Building Code including the High Velocity Hurricane Verified By: National Ac:creditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 RS AE 502A.odf
12'-0"x 6'-8"max nominal size.When large missile impact Created by IndependentThird Party: Yes
resistance is required,hurricane protective system is NOT
required on opaque panels,but is required on glazed panels.
See DWG-MA-FL0128-OS for details.
4904.4 Wood-edge Steel Side-Hinged Door 8'-0"Opaque I/S Door vi/or w/o Sidelites
Units
Limits of Use Certification Agency Clertificate
Approved for use in HVHZ:Yes FL4904 RS C CAC NIC106110.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
i Impact Resistant:Yes 12/31/2014
Design Pressure:+45.0/-50.0 Installation Instructic�ns
Other:Evaluated for use in locations adhering to the FL4904 RS II FL0124.i�df
� Florida Building Code including the High Velocity Hurricane Verified By: National Accreditation&Management Institute
, Zone,and where pressure requirements as determined by Created by Independen�,:Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
Structures,does not exceed the design pressures listed. FL4904 RS AE SOlA.o��f
' 12'-0"x 8'-0"max nominal size.When large missile impact Created by Independenl:Third Party:Yes
resistance is required,hurricane protective system is NOT
required on opaque panels,but is required on glazed panels.
See DWG-MA-FL0129-OS for details.
� 4904.5 Wood-edge Steel Side-Hinged Door 8'-0"Opaque O/S w/or�N/o Sidelites
Units
Limits of Use Certifcation Agency Certifcate
Approved for use in HVHZ:Yes FL4904 RS C CAC NI006110.02.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2014
Design Pressure:+50.0/-45.0 Installation Instructions
Other:Evaluated for use in locations adhering to the FL4904 RS II FL0129.[�df
Fiorida Building Code including the High Velocity Hurricane Verified By: National Aa:reditation&Management Institute
Zone,and where pressure requirements as determined by Created by Independent Third Party:
ASCE 7,Minimum Design Loads for Buildings and Other Evaluation Reports
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqt;,luIwHNbb1S... 7/3 0/2014
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SIDE-HINGED WOOD-EDGE STEEL DOOR UNIT ¢ p�
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8'-0"DOUBLE DOOR WfTN/WI7HOUT SIDELITES p ��
21" MAX 36.375" MAX.
- D.L.O. -P�1EL WIDTH- 37.5" MAX. Q �
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GENERAL NOTES Z a"U
1 EYALUATED FOR USE IN LOCATIONS ADHERING TO � � � �
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REOUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILOINGS AND OTHER STRUCTURES, , � �'�
DOES NOT EXCEED THE DESIGN PRESSURES LISTED. � N C!� �
2. HURRICANE PROTECTNE SYSTEM (SHUTTERS) IS NOT REOUIRED ON o^, � � W
' OPAQUE PANELS, BUi IS REOUIRED ON GIAZED SIDELITES. � ' � �
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J. IN THE HVHZ, FACTORY.PRIMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 2220 OF THE FBC. � �O w
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 J �
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AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. �� � o
5. PLASTICS TESTING OF LJTE FRAME MATERIAL: � � � °o¢$ _�'++
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SELF IGNITION TEMP ASTM D1929 740 'F> 650 'F �' -' -
RATE OF BURNING ASTM D635 0.77 IN MIN ���N��
SMOKE DENSITY ASTM 02843 13.47.
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TENSILE STRENCTH• ASTM D638 7.50% DIFF ~�°o o¢
• COMPARATNE TENSILE STRENGTH AFfER WEATHERING o• y�
4500 HOURS XENON ARC METHOD 1 � a
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DOUBLE DOOR UNIT W/SIDELITES ������� �N�m
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SINGLE DOOR UNIT DOUBLE DOORrUNIT �SINGLE DOOR UNI7 SINCLE DOOR UNI7 SINGLE DOOR UNIT W/SIDELITES DOUBLE DOOR UNI7 W/SIDELITES
WITH SI�ELITE WITN SIDELITE w�V Z
WHER[ WATER INFILTRATION PERFORMANCE IS
DESIGN PRESSURE RATING RE�UIRED TO BE 15% OF DESIGN PRESSURE ��: 7/11/05
TABLE OF CONTENTS CONFIG MAX WIDTH INSWING OUTSWING INSWING ' OUTSWING ./y / /I,x i srr�E N.7.S:
X 37.5 +70.0. -70.0 +70.0 -70.0 +19.0 -19.0 +70.0 -70.0 i�7 f- �"' y
SHEET �j DESCRIPTION XX 74 +45.0 -50.0 +50.0 -45.0 +19.0 -19.0 +45.0 -45.0 owc.er: SWS
1 TYPICAL ELEVATIONS & GENERAL NOTES OX or XO 75 +45.0 -50.0 +50.0 -4 .0 +19.0 -19.0 i'SS.O -4S.O �HN.BY:
' 2 ANCHORING LOCATIONS & DETAILS OXO 112.5 +45.0 -50.0 +50.0 -45.0 +19.0 -19.0 +45.0 -45.0 KURT B,qL7HqZOR D2IWINC NO.:
3 ANCFIORING LOCATIONS & DEfAILS OXXO 149 +45.0 -50.0 +50.0 -45.0 +1�J.0 -19.0 +45.0 -4 .0 ,
FLORIDA P.E. Owc-Ma-FL0129-05
, �56533
SHEET 'I Of 3