HomeMy WebLinkAbout14-15702 � �
'- CITY OF ZE HYRHILLS %
� 5335—8T STREET /
(si3)�s -0020 157�2
� BUILDIN PERMIT `
F �`"` ; �PERMIT INFORMATION , �'� � � 'LOCATION�.INFO.RMATION��`�'�:�:��=°' �';�``
� Permit Number: 15702 Address: 38333 COTTONWOOD PL
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: DRIFTWOOD
Est. Value: Parcel Number: 02-26-21-021B-OOR00-0000
Improv. Cost: 14,500.00 ' `,OWNER'INFORM�4TION�<r��-���-�:�'� _ q
Date Issued: 10/09/2014 Name:� DRIFTWOOD CONDO ASSOC
Total Fees: 165.00 Address: 38333 COTTONWOOD PL
Amount Paid: 165.00 ZEPHYRHILLS, FL. 33542
Date Paid: 10/09/2014 Phone: -
Work Desc: REPLACEMENT 25 WINDOWS SIZE/ IZE
CONTRACTOR S APPLICATION FEES . �;_��:°_.. :'���w'�- �
BMFHI BUILDING FEE 165.00
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Ins ectionsyRe uired • = ��t � ; � _:°���':� �-
�FOOTER 2ND ROUGH PLUMB M SC INSULATION CEILING�
FOOTER BOND DUCTS INSULATED S WER MISC.
ROUGH ELECTRIC LINTEL M SC MISC.
1ST ROUGH PLUMB PRE-METER I SULATION WALL MISC.
DUCTS INSTALLED WATER M SC DRIVEWAY
PRE—SLAB SHEATHING M SC. MISC.
CONSTRUCTION POLE FRAME M SC. MISC.
REINSPECTION FEES: Reinspection fees will comply wi h Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the following re sons: 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 jo site fl 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 properly that
may be found in the public records of this county, and there ay be additional permits required from other governmental
entities such as water managemen state agencies or federal agencies.
"Warning to owner: Your failure to record a notice o commencement may result in your paying twice for
improvements to your property. If you intend to ob in financing,consult with your lender or an attorney
before recording your n tice of commencement."
Complete Plans,Specifications Must Accompany Appli tion. All work shall be pertormed in accordance with
City Codes and Ordinances. O OCCUPANCY BEFO C.O.
ONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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' City of Z phyrhills
, BUILDING PLAN VIEW COMMENTS
' Contractor/Homeowner: ���
Date Received: �' � — l
site: ' � 3 3 3 ��
Permit Type: ��C� �i U�.� �`� l��'—�''i-�
Approved w/no comments:❑ Approved w/the below comments: ❑ Denied w/the below comments: ❑
�'�>: � ' � (c.�
This comment sheet shall be kept with the permit and/or lans.
�
_
� �" ��
Kalvin S ' Plans Examiner Date Co ctor and/or omeowner
quired when comments are present)
-- I
���y�i c.epnymi is Nermit Application Fax-813- �
Buildin Department r
�
. Date Received •�) _( 9 ,7�,7 � �/ Y ��� `
�� � Phone Contact f r Permittin 1
Owner's Mame ���Tw�d� o G ��p h 'r h i 5
Oxrner �--g�'3'--QS"�
�&3 3 ����
Oumers Address $y� - (,� Owner Phone Number
Fr.e S�mqle Ti4leholder R!ame /V Oumer Phone Mumber
Fee Slmple Titleholder Address N
JOB ADORESS & ,33 � ' � � h r ` $ F � � LOT ti �
SUODIVISIOM PARCE �ou ���- a6-�� - �aia -�,��, _��
(OBTAINED FR�OM PROPERTY TAX�NOTICE)DEMOLISH
HUORK PROPOSED NEW CONS7R ADD/AL 0 SIGN
B INSTALL REPAIR
�=tovOSEU USE SFR � COMM � OTHER
TYPE OF CONSTRUCTIOtd BLOCK Q FRAME � STEEL Q
DESCRIPTIOM OFlMORK � � �Q /{1�n J �j �Z'e CJ/Z V
BUILDIFIG SIZE SQ FOOTAGE HEIGHT
UILDING $ 1� ��Q` VALUATION F TOTAL CONSTRUCTION ( 6
!
(_�F!FC7RICAL $ AMP SERVI E � PROGRESS ENERGY O W.R.E.C.
OPLUMBING $ �'� � /
j �� � �
QMECHANICAL $ VALUATION F MECHANICAL INSTALLATION
tt�' ` �
�GAS � ROOFING � SPECIA TY � OTHER � � r
� ��
FINISHED FLOOR ELEVATIONS FLOOD ONE AREA �YES NO �Q� �i JZ n��
P'/� �/1J1 "
n6+aro Pt4
v
BUILDER ��_^ ��� I J( CO PAMY /J M �� �
SIGfdATURE `�/"'� RE STERED Y/ N FEE CURRE� Y/N
Address �� �L �vGt� GC� S License# Q�SD�e�
ELECTR�CIAfd CO PAMY
SIGMATURE RE ISTERED Y/ N FEE CURREA Y/N
Address License#
�LURfiBER CO PAMY
SIGWATURE I � RE ISTERED Y/ N FEE CURRE� Y/'N
Address License#
MECHANICAL C fVIPANY
SIGRIATURE RE ISTERED Y/ N FEE CURREI. Y/N
Address License#
py��EH C flAPAMY
' SIGfdATURE RE ISTERED Y/ N FEE CURRE� Y/N
Address License#
RESIDEtdTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)se of Energy Forms;R-O-W Permit for new construction,
Mfnimum ten('10)working days after submittal date. equired onsite,Construclion Plans,Stortnwaler Plans w/Silt Fence installed,
Sanitary Faellities&1 dumpster;Site Work Permit for ubdivislonsAarge projects
COPoIfiAERCIAL Attach(3)complete sets of Building Plans plus a Life afety Page;(1)set of Energy Forms.R-O-W Permit for new construction.
Minimum ten(10)workfng days after submittal date, equlred onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster Site Work Permit for II new projects.Ail commercfal requirements must meet compliance
SIG�pE�tAflIY Attach(2)sels ol Engineered Plans.
""PROPERTY SUftVEY required for all NEW constr ction.
Directlons:
Fill out applicatlon completely.
Owner&Contractor sfgn back of application,notarized
If over 52500,a Motice o(Commencement Is required. (A/C up redes over 57500)
" Agent(tor lhe conVactor)or Power of Attomey(for the owner)would be someone with notarized letter from ovmer authorizing same
OVER THE COUPITER PERMITTIMG (Front of Application Only)
Reroofs if shingles Sewers Service Upgredes AlC Fenc (PIoUSurvey/Footage)
DrivewaNs-Nol over Counler it on public roadways..needs ROW
NOTIGE QF DE��REST4�8�T@€9�;5 The undersigned understan s that this permit may be subject to"deed"restrictians"
� w•����.�� ���:.+y t��>. mvre restncuve than County regulations. The unde signed assumes respottsibility for complianae w'tth any
apphcabie c]eed resirictians.
UAILlCENSED CQNt'RAGTORS APlD CO�IT�GTOR FtI�SPO St�l�{TtES: tf the owner has hired a contractor or
cantractprs to unde�take work,they may be required to ba(icense in accordance u�rith state and locai regulations. !f the
contractor is not ficensed as required by Iaw, both the owner an contractor may be cited for a misdemeanor vfolation
under state law. !f the owner ar intended contractor are vncsrtai as to what licensing requirements may appty for tfie
intended work,they are advised to contact the Pascq County Buil 'ng Inspection Division--LicensIng Section at 727-847-
8009 Furthermore, if the owner fias hired a confractor or con ractors, he is advised to have the contraotor(s) sign
portions of Ihe"contractor Block" of this applicakion tor which the will be responsibie. Ei you, as the awner s(gn as the
contractor, that may be an indication that he is not properly licens d and is not entitled to permitting privileges in Pasco
C'tnaniy
i wtnlS�UR1�4TiOn! IIWI'63C7IU7lLI71ES INfl�b�CT d�PID RESOUEt E RECOYERY FEES: The undersigned understands
that Transportatian Impaci Fees and Recourse Ftecovery Fees ma apply to the construction af new buildings,ohange of
use in existing builcli�gs, or expansion of exisEing buildings, as sp cified in Pasco Gounf}t Ordinance number 89-07 and
90-07, as amended. The undersigned also understands, that suc fees, as may be due,wiU be identified at the time of
permit#ing. It is#urtfier understood that Transparta#ion Impact Fe s and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. Ef th projeci daes not involve a certificafe of occupancy or
final power release, the fees must be paid prior to permit issuanc , Furthermore, if Pasco Counky WaterlSewer I'mpact
fees are due,they must be paid ptiar to permit issuance in accorda ce with applicabte Pasco County ordinances.
COtd57F2UCTlOiU UEAf Li�V1P(Chapter 713,�Earida S4a4ut�§,as tnendedj: if valuation of work is$2,500.00 ar more,1
certify that I, the applicant, have been provided with a copy o the "Florida Construction Lien Law—Hameawner's
i�rozec��on Guide" prepareci by the Florida Department of Agricuitu e and Consumer Affairs. If the appticant is someone
othe�than the"owner",!certify that(have obtained a copy of the ove described document and promise in good faith fo
i deliver it to the"owner"prior to commencement.
G4iVTft1�CTOR'S/OWPt�R'S,�FFtDI#VI'f: i certify that a11 the info mation in tfiis application is accurate and that aii work
witl be done in compliance with a!!applicable laws regulating oon ruction,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 priar to issuance of a permit and that a!1 wark will e performed to meet s#andards of all taws regutating
conslruckion, County and City eodes, zaning regulations, and !a d development regulakions in the jurisdiction_ ! also
certify that 1 understand that the regulatians of qther government gencies may apply to the intended work, and that it is
r,y resoonsihility ta ide�tity wha#actions I m�st take to be in compli nce. 5uctt agencies inciude but are not timited to•
Oepartment ot Environmental Protection-Cypress Bay eads, Wetland Areas and Environmenta!!y Sensitive
' Lands,WaterNVastewater Treatment.
- Saufhwest �lorida Water tblanagement District-W Ils, Cypress Bayheads, Wetland Areas, Aitering
Watercourses.
- Army Corps of Engineers-Seawalls,pocks,Navigable atervvays.
- Cispartment of Health & Rehabilitative ServicesJEnvi anmentai Health Unit WeIls, Wastawater Treatment,
Septic Tanks.
- US Environmenia(Protection Agency-Asbestos abatem nt.
- Federa!Aviation Authority-ftunways.
understand thal lhe following restrictions apply to the use of fill•
tlse ai fii�is not aiiowed ir7 Flood Zone"V"uniess expre sIy permitted.
' - If the fsll material is to bs used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of p rmitting which is prepared by a professional engineer
licensed by the State of Florida.
- li the fll! materiai is ta be used in Fiaod Zone "A" in onnectlon with a percnitted buifding using stem wal!
construction, I certify that fill will be used only to fill the rea within the stem wall.
- ff fifl materiai is fo be used in any area, ( certify th t use of such fitE witl nat adverseiy af#ect adjacent
properties. !f use of fil! is fa�nd to adversely afi'ect ad acent propetties,the owner may be ciked for violating
ihe conditions of the building permit issued under the attached permit application, for iots Iess than ane (1)
acre which are eievated by fill,an engineered drainage lan is required.
::}n;me�G�+�> �'�'�TN� ObVf�ER, I prornise in goad faith to in arm the owner of khe permitting conditions set forth in
nis atiidavit prior to commencing construction. I understand that separate permit may be required for electrical work,
�lumbing, signs, weils, poo(s, air conditioning, gas, or other insta(ations not specificatly included in the application. A
termlt issued shall be consirued to be a license to proceed with th work and not as authority to violate,cancel,alter,or
�et aside any provisians of the technical codes,nor shall issuance f a permit prevent the Buildirig Official from thereafter
equiring a correction of errors in plans,construction or violations o any codes. Every permit issued shali becorne invalid
inless the work authorized by s�ch permit is commenced withln s x months of permit issuance,or+f work authorized by
he permit is suspended or abandoned for a period of six(6)month after the time the work is commenced. An extension
nay be requested, in writing,from the Building O�ciai far a perio not to exceed ninety{80)days and witl demonsttate
rstifiabta cause for fhe extensian. if work ceases far ninety(90)co secutive days,the job.is_.�ansidered abandoned.
VARN�FIG 70 UUVPdEF2: YOi7F7 F�iLL162� 7Q Ft�COi2Q/A FIOT CE QF COiifl�fl�P10EiU3EPlT�f1t�Y F2ESlJLT IPt YQUR
�AYIPIG TitlfiGE FOE2!l1�PRsOVEN1ENTS TO YOUR PROPERTY. F YOU IPITEND TO OBTAIP!FINANCING,COPISUL7
YITN YOUR LENDER OR d►N lAT70RPJ�Y BE�OF2E F2ECORDIN YQUR AtdTICE OF COMMENCEBtfEM1IT.
LORIDA JURA7{F.S.117.03)
iWP3ER OR AGET�T COPlTRAC R � �'�`
ubscd6ed and swom to(ar affirmed)before me this Subscdbed nd swom or �efore me t�tis (n���
by �✓by �
!ho islare personally known to me or haslhave praduced Who Is/a e p,rs,Qn�a 4y,kn�,o�uttto me or s/have proclucetl
as ldentifica6on. «IJ�f v�t �-��^ �s identi6cation.
_..____ . � ��/��Y�f� ' NoWryPubtic
� Notary Public `/��
ommisslon No, Corr�mis, on j �
,"��*'py�- JAGQUE�INE BQGES
�� .1...�•,,
Name of No ,�e ".o',.�.- EXpitES D�CelribeT 12,���4 ,
�ame o(h7otary ryped,printed or stamped �
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�'�'`'F„P,g`������ Bandedfi+vTroyFainlnvuarka8Da38SJOf9�
i'Inrid�� l�uilclins� C'c�cle (�nlinc W�nddws Page 1 of2
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� �� , -�� • BCIS Home ' Log In User Registre[ion Hot To01cs � Submit rcharge Stats&Facts ; Publkations i F8C S[aff ; BCIS Site Map s Links Search �
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PCOI I.SSIO�UI �I'' .��f USER:PubliAppr Ov01
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L'ii5liiiililay:'�L'WiiYi'YY� P.C3�_495��proval ME.f.ii�>Product or fiootication Search> v lica i i >pppilcatio Detait
�� ''`'"������; FL# L10970-R3
� 4`F,„i.'s.'y`�.(...,..__.:....,.�: �
Appiication Type evision
Code Version OSO
,�;•;�hr�r����:5lc!lus A prov2
� *Ap ved by DBPR.Approvals by DBPR shall be reviewed and retified
y the POC and/or the Commission if necessary.
Comments —
Archived ':I
Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd j�LL�J�(�P1{S�y�qLL C�11�1 LY u�IT���1LL
Kiamath Falls,OR 97601,
(800)535-3936 1'it�"VAILING CODES,FLORIDA BUILDING
� fbcl@jeld-wen,com CODE,NATIOi�1AL ELLCTRIC COD�t-�i�TD
CITY Q�ZEPHYRIL'LLS�` � r �.n
Authorized Signature Janet Gerard ` JiC��r�,A��rp
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800) 535-3936
cu stomerserviceagents@jeld-wen.com
Quality Assurance Representative R��tO���f�1�°��' Q� 3�,� � -
Address/Phone/Email ��'�P � ,.�� °��°"^'�
� , �.�i-�IYF�I-�ILLS
Category Windows p���S EXA�,n���R S
Subcategory Single Hung � "
C�:�:,,i,,��,ca M��I'�nri Certification Mark or Listing
'�
Certification Agency National Accreditation&Management Institute
Validated ey National Accreditation&Management Institute,
Referenced Standard and Year(of Standard) Standard Year
TAS 202 1994
Equivalence of Product Standards
Certified By
. ,�;i;:rt n;,r�nv,i; MPthod Method 1 Option A
Date Submitted 10/31/2013
Date Validated 10/31/2013
Date Pending FBC Approval
Date Approved 11/07/2013
�' liups:/rwww.11oriciabuilding.org/pr/pr_app_dtl.asp ?param=wGEVXQwtDqvihT9G9wJlk... 9/28/2014
Florida Building Code Online Page 2 of 2
Summar of Products �
FL# Model,Number or Name Description �
10970.1 Builders Atlantic Aluminum Side Load Single Hung(4100)52.125"x 72"Insulated Glass
(1/8 in- 1/8 out Annealed)or Single Glaze(3/16 in
Annealed)
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL10970 R3 C CAC NI021624 365.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No O1/31/2018
Design Pressure: +50/-50 Installation Instructions
Other: FL10970 R3 II DP-
50 57...175x72 Installation Instnictions.odf
Verified By: Hermes F. Norero,P.E. 73778
Created by Independent Third Party:Yes
Evaluation Reports
FI..].0970 R3 �F-_ Product �valuation Fteoort ?_548 365.ndf
Created by Independent Third Party:Yes
[i.jck Nr.xt
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Contact Us:: r r T II F Phone:850-497-1824
The State of Florida is an AA/EEO employer. - i ::Privacv Statement::AccessibiliN Sta[ement::Befund Statement
Under Florida law,email addresses are public records.If you d not want your e-mail address released in response to a pubtic-recards request,do no[send
eiectronic mail to this entity Instead,contact the o�ce by Ohon or by traditional mail.If you have any questions,piease contac[850.487.1395.•Pursuant to
Section 455.275(1),Florida Sta[u[es,effedive October 1,2012,Ii nsees licensed under Chapter 455,F.S.must provide[he Department with an email address If
they have one.The emaiis provided may 6e used for oRicial com unication with the Iicensee.However email addresses are pubifc record.If you do not wish[o
supply a versonal address,please provide the Department with an ail address which can be made available[o[he pubtic.7o determine if you are a Iicensee under
Cha ter 455,F.S.,please tlick here
roduct Approval Accepts:
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SCCLLfIT'SSA:'1'tl[G�'
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https://www.floridabuilding.org/pr/pr_app_dtl.asp ?param=wGEVXQwtDqvihT9G9wJlk... 9/28/2014
� -- - - ---
-- - -
, f ---- ---- - --- -- MASONRY
a'�° M^X• ° '�'�"°"��"�' (NCTi, 210-3656-1A)
I FROM a ,e -
� 14 3/8' CORNERS ; :�a• _ _
O.C. MAIC.� � — MIN.
--�- 4 � --- d ' �� ENB(:DNENT
� �
12
5/8" 1/4' MAx 1 1/a' MIN. EMHEDMENT-i---I 1/4' MAx
O.C. ( 1 � SHIM � �SHIM
M� SPACE J"' SPACE.
i �E� v � C, /
oisT z vr p a I
I �a,.a mc a I
� � � ��r
� \
DOV CORNING
6 •
a �+•— �199 SILICONE —
v GLA2ING DETAIL V
'" TYPICAL VERTICAL � �
�
= FRAME SECTI❑N '
NOTE� Cn�tk bet�een
ounit nnd opening.
� ➢OV CORNING �
z
; • � 1199 SIL]CONE
. i—
: /� �,� TYPICAL H❑RIZ❑NTAL
: � FRAME SECTI❑N
: NOTEi Cnulk bet�een unit nnd opening,
, �— i
• � GLAZING DETAIL
3 1/4' NAX
I►—WINDOW WIDTH (5?1E' MAX.)� SPACE �� ��
� . 52�/ x 72 +50/-50 ND ,
TYPICAL ELEVATI❑N WITH FASTENERS , � " a. I
General Notes:
- - - a . a - - - - �
• The product shown herein is designed, tested and manufactured to Installation Notes:
comply with the wind load criteria of the adopted Intemational Building 1. Seal flange/window to substrate.
Code (IBC), the International Residential Code (IRC), the Florida Building 2. Use 3/6"Tapcon fasteners through frame with sufficient length to
Code including the"High Velocity Hurricane Zone"(HVH� and the penetrate a minimum of 1 1/4"into the concrete(Min. fc = 3000 psi)
industry standard requirements for the stated conditions. or masonry(Conforms to ASTM C90).
• All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening)to be designed
• Minimum nominal glazing 3/fi'monolithic or 1/8" insulated. and anchored to properly transfer all loads to the structure. The host
• Installation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record for
• An impact protective system is required where wind borne debris the project of installation.
protection is required by local building code. 4. Fasteners are not required through the sill.
� 1111l�
• Maximum sizes are buck/net sizes and do not include fir���b� g s���i�
This schedule addresses only the fasteners required to anchor the product to �� �� PRO]ECi ENGINEER: DATE:
achieve the rated design pressure and impact performance(where applicable)up ���Q'.••' F -- 02/24/2010 JELI�EN 3737�.akeport Boulevard
to the size limitations noted. It is not intended as a guide to the installation� �:'�.�••• �'.�� wr,sv: s��: Klamath Falis,OR 97601
process and does not address the sealing consideration that may arise in different� 7 TetzlafF NTS (541)882-3451
- C KED BY: TITLE:
wall conditions. For the complete installation procedure, see the instruction� yk' . / -_
packaged with the window or go to www.leld-wen.coMresources/installation. � � :, T T F '���o�EO BY: Builder's Aluminum (4100)Single Hung
• O ' P,�� <v Masonry Installation(52.125"x 72.00")
This drawing and its contents are confidential and are not to be reproduced or � �`�on��,�fe �� RT/PRWECTNo.:
wpied in whole or in part or used or disclosed to others except as authorized by ��j�� AN�� B��G��� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
••JELD-WEN,InC. Fec��r� oa¢n s�e MY44099 Venice Window Division BA4100 NCTL210-3656-A 01 1 of 5
l __
- - '� --- 1 "' - .�•m¢ffir vr 11��L 1'iitfl�i 1'
4k�" MAX. i s � z (NCTL 210-365r�-lA)
FRO�
14 3/e" CORNERS
O.C. MA%
7 1/2•
— -- — MIN. i
-� �i-- EMBEDMENT �
� ]i-• MAX
l2 ; `.HIM
5�8- 1 S�ACE
o.C. 1/4' MAX 1 1/2' MIN. EMBEDwENT�^
SHIM
MAX. �� SPACE
— �[n¢
� msr��•
�ri�u m[
` � vr
X � I
i _.. DOV CORNING I 2
v' 1199 SILIC�NE �
ir GLAZING DETA]L �
� TYPICAL VERTICAL � 3
� �RAME SECTI❑N
W
x NOTE� Cnulk bet�een �
3 unit and opening.
o DOW C�RNING 1
3 ; ��� 1199 SILICONE
. /
� � ��" TYPICAL H❑RIZ❑NTAL
• I
: FRAME SECTI❑N
: �— � NOTE� Coutk betMeen unit nnd opening. _
• ( GLAZ]NG DETAIL _—
3 3/4' MAX
SHIM
�---WINDOW WIDTH �sa�' MAX.�----I a_ 52�/" x 72" +50/-50 N❑
TYPICAL ELEVATI❑N WITH FASTENERS 4 �
General Notes:
• The product shown herein is designed, tested and manufactured to Installation Notes:
comply with the wind load criteria of the adopted International Building 1. Seal flange/window to substrate.
Code (IBC), the International Residential Code(IRC), the Florida Building 2• Use #10 PFH or greater fasteners through frame with sufficient length
Code including the "High Velociry Hurricane Zone"(HVH� and the to penetrate a minimum of 1 1/2" into the wood framing (Min. S.G. _
industry standard requirements for the stated conditions. 0.55).
• All glazing shall conform to ASTM E1300. 3 Host structure (wood buck, stud framing and opening)to be designed
• Minimum nominal glazing:3/6° monolithic or 1/8" insulated. and anchored to properly transfer all loads to the structure. The host
• Installation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record for
• An impact protective system is required where wind borne debris the project of installation.
protection is required by local building code. 4 Fasteners are not required in the sill.
� Illfl� �
• Maximum sizes are buck/net sizes and do not include fir���b� g s� �i�
This schedule addresses only the fasteners required to anchor the product to �� �� PRO]ECTENGINEER: DATE:
� Q- ,•• �` -- 02/24 2010 JELDr'�EN 3737 Lakeport Boulevard
achieve the rated design pressure and impact performance(where applicable)up � � , �
to the size limitations noted. It is not intended as a guide to the installation� � ;��.�••• �' �p "'"eY: sr��: Klamath Falls,oR 97601
process an d does no t a d dress t he sea ling consi dera tion tha t may arise in di fferen� 7 _ Te�laff NTS (541)882-3451
- � CFiGCKFD BY: TITLE:
wall conditions. For the complete installation procedure, see the instruction� 7k . -_
packaged with the window or go to www.ield-wen.wm/resources/installation. � -o . T T A�o�EO a�: Builder's Aluminum (4100) Single Hung
• ' �O�' P�•'�<v� RriPRO�ERNO.: Wood Frame Installation(52.125"x 72.00")
This drawing and its contents are confidential and are not to be reproduced or �� ���,�a � __
copied in whole or in part or used or disclosed to others except as authorized by i�� 1D1 ,.�3,"��G,��
JELD-WEN�If1C. , IDENTIFIER No. PLANT NAME AND LACATION: CqD DWG.No.: REV: SHEET
Feaec�r�r oa¢a s�e MY44099 Venice Window Division BA4100_NCTL210�656-A �1 2 of 5
� —
; _ -- �- n— — - -- N;;IL FIN
..� , .
; ax�• Max. �\ ,� (NCTL 27 0-3656-1A)
; FROM _ , ,
: � 14.3/8' CORNERS i 2
� , O.C. MAX.��� - - --- --
� _� � � �iii� - � i
i
I i � -- il
! � 1/4' MAX S I;
�I,
I / i 13� � SHIM -
I � i pM,� �\ SPACE t 1/4' MAX jI
� / i � SHIM
i � ��� -, SPACE II
I I \� • �ai m I I
I �� DOV CORNING II
—v�'— 1199 SILICONE
� S GLn2ING DETAIL
� N TYPICAL VERTICAL M N I
' = FRAME SECTI�N i
I = NOTE� Cnulk betrreen
�? � unit und opening.
W I
D�V CORNING I
p : �� 1199 SILICONE O 5
3 ' : // v.�,mc
I •
�
TYPICAL H❑RIZ❑NTAL
I ' /� � FRAME SECTI❑N
: GLAZING DETNL NOTEi Cnulk betMeen unit nnd opening.
' 1/4' MAX
SHIM - - —
SPACE
I
��--WINDOW WIDTH (5?M' MAX.)---I i i 2 _O 52��� )( 72�� +50/-50 N�
ffi``v�i� �
TYPICAL ELEVATI�N WITH FASTENERS � 5 _ n
General Notes: Installation Notes:
• The product shown herein is designed, tested and manufactured to 7. Seal nail fin to substrate.
comply with the wind load criteria of the adopted Internationai Building 2. Use #8 PH or greater fasteners through nail fin with sufficient length to
Code (IBC), the International Residential Code(IRC), the Florida Building penetrate a minimum of 1y2' into the wood framing (Min. S.G. = 0.55).
Code including the"High Velociry Hurricane Zone"(HVH� and the 3. Host structure (wood buck, stud framing and opening) to be designed
industry standard requirements for the stated conditions. and anchored to properly transfer all loads to the structure. The host
• All glazing shall conform to ASTM E1300. structure is the responsibility of the architect or engineer of record for the
• Minimum nominal glazing: 3/6' monolithic or 1/8"insulated. project of installation.
• Installation methods may be interchanged within the same opening. 4. We recommend using Tegratite'" installation
• An impact protective system is required where wind borne debris (http://www.jeld-wen.com/newinstallationtechnologyn for weatherproofing
protection is required by local building code. � ����i! 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness
• Maximum sizes are buck/net sizes and do not include firy��b� g s��/i� .050"). Nail Fin extends approximately 1.258" away from frame.
This schedule addresses only the fasteners required to anchor the product to �� �j PRO]ECT ENGINEER: DATE: 373]I��(ePOfC BOUI2Va�C�
achieve the rated design pressure and impact performance(where applicable)up ���Q'.�''���� � F " 02/24/2010 JELI�'�NEN
\ �'.�� wN sr: sca�: Klamath Falls,OR 97601
to the size limitations noted. It is not intended as a guide to the installation� � ;'�- Te�laff NTS (541)882-3451
process and does not address the sealing consideration that may arise in different_ 7 - - c ED BY: TITLE:
wall conditions. For the complete installation procedure, see the instruction� 7t' . -_
packaged with the window or go to www.ield-wen.comlresourceslinstallation. � � :� $T T A�o�EO aY: Builder's Aluminum (4100) Single Hung
• O� � Ps•'�<U� RriPRO�ECrNo: Nail Fin Installation(52.125"x 72.00")
This drawing and its contents are confidential and are not to be reproduced or � �a�fe � __
copied in whole or in part or used or disclosed to others except as authorized by �� g� �LD���L��G `` IDENTIFIER No. PIANT NAME AND IACATION: CAD DWG.No.: REV• SHEEf
JELD-WEN,If1C. Fsae��rAN 7}iORIZA 3 �s e MY44099 Venice Window Division BA4100_NCTL210-3656-A �2 3 of 5
l
-- - �— - -- STEEL STUD
�• MAx �I ,--�8 Bn.MR ,!VCTL 210-3656-1�)
FROM � STEEL SND _
14.3I8 _.,_� CORNERS i � � — — - -- -
O.C. MAX. �om�r vr ._ /— _ 3 Thrond
_ �ar+.rnr�o�.en 3 Thrend MIN.
;-- •_ i Q� St"a Through Stud ---}-�-
o-�_ -- � �
\ �_
i �_ I `I/�'Mnx
o c. � 1 s�E 18 gn, MIN,
I MAX. i �� STEEL STUD—� �SPnCE MAX
� I , ; /aw�nn \
X I _ DOV CORNING
� � GLAZING•DETAiL199 SI�ICO� n
N O� I `�i�
TYPICAL VERTICAL �
� � FRaME SECTI❑N
~ � N�TE� Cnulk betMeen
x
W I� unit nnd opening. Iml EDGE �—
_ � yu, DOV CORNING DIST L2'
O � 1199 SILICWIE
/
3 i r�urt �
�. � `_� TYPICAL H�RIZ❑NTAL
GL112ING IIETAIL FRAME SECTI❑N �
NDTE�Cnulk betreen unit nnd opening,
I 1/4'NA% '�
�SNIM SPACE i . ,
� I
�WINDOW WIDTH (52K" MAX.)--� 4 , 52�'�� )( 7��� +50/-50 N❑
b3 `18 gn.MN
TYPICAL ELEVATI❑N WITH FASTENERS �`S�1D I
General Notes:
• The product shown herein is designed, tested and manufactured to Installation Notes:
comply with the wind load criteria of the adopted International Building 1. Seal flange/window to substrate.
Code (IBC), the International Residential Code(IRC), the Florida Building 2. Use #7 0 PFH sheet metal screws or greater through frame with
Code including the"High Velocity Hurricane Zone"(HVH� and the sufficient length to penetrate a minimum of three(3)threads beyond
industry standard requirements for the stated conditions. metal substrate(Min. 18 Ga., Fy = 33 ksi).
• All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening)to be designed
• Minimum nominal glazing:3/s' monolithic or 1/8"insulated and anchored to properly transfer all loads to the structure. The host
• Installation methods may be interchanged within the same opening. structure is the responsibility of the architect or engineer of record for
• An impact protective system is required where wind borne debris the project of installation.
protection is required by local building code. 4. Fasteners are not required in the sill.
� 111!!► !
• Maximum sizes are buck/net sizes and do not include fir���a� g s� �i�
This schedule addresses only the fasteners required to anchor the product to �� �� PROJECT ENGINEER: DATE:
achieve the rated design pressure and impact performance(where applicable)up ���Q',••' F -- 02/24/2010 JELI�EN 3737�akeport Boulevard
to the size limitations noted. It is not intended as a guide to the installation� � ;' �.�... �'.�� WN ev: s��: Klamath Falls,OR 97601
Te�lafF NTS (541)882-3451
process and does not address the sealing consideration that may arise in differenE_ � - - c ED BY: TITLE:
wall conditions. For the complete installation procedure, see the instruction� *' . -_
packaged with the window or go to www.ield-wen.comlresourceslinstallation. � -o . T T nr�o�EO aY: Builder's Aluminum (4100) Single Hung
• ' �O �' P�•''<v� ` Steel Stud Installation(52.125"x 72.00")
This drawing and its contents are confidential and are not to be reproduced or � �,`(�Fwwqr, ' ,3,�a �� RT/PRO)ECT No.:
I `` ILDI�VL',�,INC. G
copied in whole or in part or used or disclosed to others except as authorized by ��g����t•'k�L��38`�� IDENTIFIER No. PIANT NAME AND LOCATION: CAD DWG.No.: REV• SHEET
JELD-WEN,If1C. FBa�c�r�A" pplZq 3 5�8 MY44099 Venice Window Division BA4100_NCTL210-3656-A �1 4 of 5
- � -- _.
, �. .-- -
q STEEL ST�i� NAIL FIN
�. .... .- __ — - -- � - �—ST6EL Sruu
i
I 4ki" Mnx.
—(� (NCTL 210 3656-1A)
� t 4 3 8° FROM �� y 1 � L 3 Threon � _
/ CORNERS Mlzt 7t,rn�.yr,
( O.C. MAX.-�� � _ . + St�,a � -- ---------�
+d (
! � "
3 T���end MIN.
i �_ __ i Thr:,•�gh S'kud--+-�-»
I �ifi`MAX
� 7� 1 SHM
p,� �\ sPacE STE E�S7UD 1/q' SHIM
MAX. ! � �''� S?ACE MAX
�, �°AVr°� I
X DOV CORMNG �
g GLA2ING DCTq�L�199 SILYCQDE
� TYPICAL VERTICAL (�
FRRME SECTI�N `y�\
"' NOTEi Caulk between �
cy_a unit and openinp, aN Enc�
� ais�vr
4DV CORMING �
3� : �=id,,,, I199 SILICONE ��
# : j aess�„�mc
. i
: �-- .� TYPICAL H❑RIZ❑NTAL
� eu�ir,�nsTAn FRtiME SECTIflN
' a�y� NO7E�Cnutk hetaeen untt und opening.
SHIM -
�SPACE ....
V_"^'-
WINdOW WIDtH {STJfi• M,�c.} � � � 5�C1/" X 7�u +501-50 N❑
4
TYPICAL ELEVA7T❑N WITH FASTENERS 3 "�la aa MIN.
STEEL STUD
General Notes:� �f�stall�t�td�o't�s: --
• The product shown herein is designed, tested and manufactured to 1. Seal nail fin to substrate.
campEy with the wind load criteria of#he adopted Internationai Suilding �� Use #10 sheet metai screw or greater fasteners through#he frame with
Code (IBC), the International Residential Code ((RC), the Flarida Building sufficient length to penetrate a minimum af three(3)threads beyond
Code including the "High Velacity Hurricane Zone" (HVH� and the metal substrate(Min. 18 Ga., Fy = 33 ksi).
industry standarci requirements for the stated concfitians. 3• Host structure{woad buck, stud framing and apening)to be designed
• All glazing shall conform to ASTM E130Q. and anchored to properly transfer all loads to the structure The host
• Mirtimum naminaE glazing:3/y�'manolithic ar 1/8"insulated. st�ucture is the responsibility of the architect or engineer of record for the
! installation methods may be interchanged within the same opening. praject af installation.
• An impact protective system is required where wind borne debris �• Fasteners are not required though the sill.
rotection is re uired b local buildin cade. 5. Window includes a siip on alumi�um 6063-T5 nail fin
P a Y J � t!t 1 t� (tYP.���I thicknes�
• Ma�cimum sizes are buck/net sizes and do nat include fir���b} g ��i�� 050"). Nail Fin extends approxirnately 1.258" away from frame.
This schedule addresses only the fasteners required to anchor the praduct to �� �� PRO,FCrEHaN�R; oA-r�:
achieve fhe rated design pressure and impacf performance(where applicable}up ��� .••''��� �� ,�,AO "" Te�'�� _ �.J2512��d fEL�lr''�i1�EN 3737 Lakeport 8oulevard
\ i , wri sv: scA���"""' Klamath Falls,OR 97601
to the size limitations noted. It is not intended as a guide to the installation� Z ;'\, ��-c� (541)882-3451
process and does not address the seaEing cansideratio�that may arise in differen� 7 _
'- CFiGCKED BY: 7ITLE:
wafl canditions. For the complete instaflation procedure, see the instruction� 7k . _`
packaged with the window or go to www.jeld-wen.comlresourceslinstallation. � "o . T T A�aovEO ev: Builder's Aluminum {41q0)Single Hung
' � �O �' � . P�•�� <v� `' Steel Stud with Naii Fm I n s t a(i a t i o n(5 2.1 2 5"x 7 2.00"}
T h i s d r a w i n g a n d i t s c a n t e n t s a r e c o n f i d e n t i a l a n tl a r e n o t t o b e r e p r o d u c e d o r � �,`(���, ,�e .�� R T/P R O J E C T N O.:
I l' ILOI�JG171��INC. � ��
copied in whole or in gart or used or disclosed to others except as authorized by f13��N B 3�i.�j9`�t� IDENTIFIER No. PLANT NAME AND�OCATION: CAQ DWG.No.: RE�t: SHEEF
.JELD-WEN,(ne. ��c�a� oApa �4 �s�e M Y 4 4 0 9 9 V e n i c e W i n d o w D i v ision BA4100_NCTL210•3656•A �1 � Q f �,�,
�_ _
rr,.0 ll
Florida Building Code Online Page 1 of 1
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Code Version 2010 FL# 11870.1
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F�# Tvne Manufacturer Validated By Status
FL118i0-R3 Revision JELD-WEN Steven M.Urich, PE Approved
HisCafV FL#: FL11870.1 (717)932-8500
Model:Clipped Aluminum ube Mullion
Description: Sx3 or lx4 T be Mullion
, Category:Windows
i Subcategory: Mullions
�Approve0 by DBPR.Approvals by DBPR shall be reviewed and ratifi d by[he POC and/or the Commission if ne[essary.
Contac[Us::1940 North M nroe Stree Tallah e FL 23 Phone:850-487-1824
The State of Florida Is an AA/EEO employer o r h 2007 2013 State of Florida.::Privacv Statement :Accessibilitv Statement::Refund Statement
Under Florida law,email addresses are public rernrds.If you d not want your e-mail address released in response[o a public-records request,do not send
electronic mail to this entity Instead,contact the office by Dhon or by tradi[ional maii.If you have any questions,please contact 850.487.1395.'Pursuan[to
Section 455.275(1),Florida Statutes,effective October 1,2012,li ensees licensed under Chapter 455,F.S.must provide the Department with an email address If
they have one.The emails provided may be used for oKcial co unica[ion with the Iitensee.However email addresses are public record.If you do no[wish[o
^ . „ ..�.ai adq•�c5,nla�se p�ovitle Ihe DeW r(ment with an ma�i address which can be made available to the public.To determine if you are a licensee under
'r Ch pter a55,F.S.,Olease click here
il�'' Product Approval Accepts:
� � e�hrc •�
, 5ccurit��s��:�natc:c
i
f�
:r
https://www.floridabuilding.org/pr/pr_app_lst.asp 9/28/2014
JEL�-WEN . -
�
o ,
CLIPPE.d)A.L IIMl1d'd_"Ill�r 7'UBE .�YIU�LI01�` � - � ,
a
I�RGE,�NI) SMA�.L 11�ISSIL�'IMPACT RESISTAI�T- �F�YHZ � =
W
1�If1LLl��,'v SP�IY VS. LO;9 D WIDTH TABLES- I.�YSTALLA IlON�:'OrCHORAI:E DETAILS &
a ;
GENERAL NO7 F.S. INSTALLnTION NOTES:
7.THE SVSTEM`�e 3CRIBED HERE;�:MAS BEEN DESIG�•."'�•ND TESTED irc ACCORDANCE WI7- CURREN7 cf'�i110N OFTHE FLORIU:• �_pNC�+oRS SHALI BE INSTALI� �ti ACCORDANCC WITH MANUFACTUfi� >RECOMMENDtiilONS.
BUILDINGCCi. =ORUSEwIiHivANDOUTSIDETHt^�•>NVELOCIN�URRICANEZONEPEk ;2011202�2U7 ANDALUMINUM
DESIGN MAN.��. 2.ENSURI".'v7INIMUM E�GE DIS'•+�,lF.FOR ALL ANO�ORS AS 2-1l4'TO� :;RETE AND 2'70 HOLLOW BLOCK �
2.NO 73-11J%1�..wF.ASE IN ALL('iv+aBLE STRESS MAS[3i ^i USED IN 711E 17ESIGN OF THIS SVS' :WIND LOAD UURATION FACTOR ].WHERE ANCHORS FASTEN TU•�.RROW FACE O�STUD FRAMING,At�t����R SHALL BE LOCATED IN CEMER O� n Q�
Cd=1.6 HAS BF t n JSED FOR wOOD ANCHOR DESIGn NOMINAI 7:(MIN)WOOD STUf...e y4'EOGE DISiANCE IS ACCEPTAN.i FOR ANCHORS 70 WOOD FRAMING� _-� o �I u
3.POSITNE ANI.�.EGATIVE DESiGn PRESSURES CAL(::r,.a rED FOR USE wiTH THIS SYSTEM 5�a��:BE DETERMiN[D BV OTHERS ON A a,qNCHORS TO STEEI OR ALUn�in�UM SHALL HAVE A MINIMUM EDGE DIS:�:NCE OF 1/2' =w '�o I �
JOB SPEqFlL EwS15 IN ACCORDaruCE WITH 7HE GOVF r:NING CODE �_
S.WOODMOSTSTRUCTURESMA:LHAVESPECIFICGRAVITY(SG�=D.SSJNGREATER N(UA a � �
4.THE SYSTEM DE TAILED HEREIN IS GENERIC AND DUE�VOT PROVIOE INFORMATION FOR A S�'LCIFIC SITE.FOR SRE CONDfTIONS
DIFFERENT FRi1M THE CONDI7IONS DETAILEO HEREIN A LICENSED ENGINEER OR REGISTERE.J nRCHITECT SMALL PREPARE SRE 6.ANCMOR RE�UIREMENTSAS S��OWN HEREIN,In+GLUDING MINIMUM E4+3EDMENTAND EDGE OISTANCE, � �
SPECIFIC DOGUh7ENTS FOR USE IN CONJUNCTION W�7H iHIS DOCUMENT �^ �O
EXCLUOES SNCCO,FOAM,BRICK,AND OTHER WALL FINISHES. j�Z U
w a+O Z W
5.PERMIT HOLDER SHALL VERIFV THE ADE�UACY OF TtiE EXISTING STRUCTURE TO WITHS7AND SUPERIMPOSED LOADS.WOOD BUCKS 7.FOR S�TE CONDfT10N5 DIFFERENT FROM THE CONDRIONS DETAILED HEREIN WfTF11N THE HVHZ,A ONE-TIME U j� -�¢ m� O I
(BY OTHERS)SHALlBE ANCHURED PROPERLY TO TRFNSFER LOADS TO THE E%ISTING STRUCI URE. SITE-SPECIFIC NOTICEOF ACCEPi'ANCE SHALI BE APPLIED FOR AND SECURED FROM 7HE MIAMI-0ADE Z�O j� K z
6.ALL IXTRUSIONS SHALL BE 606�-T6 ALUMINUM ALLOY UNLESS NOTED O7HERWISE BUILDING COOE COMPUANCE OFFlCE PROOUC7 COMROL ONISION. Z m t/1�W ;
W�J mF � �
R.FOR SITE CONDITIONS DIFFEREN7 FROM THE CONDITIONS DETAILED MEREIN OUf51DE THE HVHZ,THE 3 p LL 7 Z � c
T ALL FENESTRATION PRODUC7S TO BE USED WITH TNESE MULLIONS SHALL MEETAII APPLICABLE CODE REOUIREMENTS,e.g.WIND BUILDING OFFlCIAL MAY REOUIRE A ONE-TIME SITE-SPECIFlC NOTICE OF qCCEPTANCE BE OBTAINED,OR �a ~ `s�
LOAD RESISTANCE,AIR 8 WA7ER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC. TMAT SI7E SPECIFIC DOGUMEN75 BE PREPARED.SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR W y�j y 8-
8.TOP 8 BOTfOM DETAILS SHOwN MAY BE IMERCHANGED AS FIELD CONO , REGIS7ERED ARCHRECT,WHICn DETAILAND JUSTIFYTHE�EVIA770N �a a Z Z ^��
J��- pE
OR HORIZON7ALlY AS APPLICABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,El(ISTING CONDRIONS MAY VARV FIELD VERIFY THAT �Y Q F o°�g
FASTENERS ARE INTO STRUC7URAL WOOD FRAMING MEMBERS,NOT SMEATHING. � �
9.ANCHORS SNALL BE INSTALLED IN ACCORDANCE WITM MANUFACTURERS'RECOMMENDA710N5. ,� n�
10. PRESSURETREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCMORED PROPERLY TO TRANSFER LOADS a?
1 0. W O O�H O S T S T R U C T U R E S H A L L B E'S O UT HERN PINE'G=OS20R GREATER DENSfiY. T O T H E E%I S T 1 N G S T R U C T U R E. U� '���4
11, MINIMUhtl.NCHORE��I�ED1dENTSHALLBEASNOTEDINHEREIN.MINIMUMEMBEDMENTANDEDGEDISTANCEFJCCWDESSTUCCO, ��, qNCHORSTOCONCRETEANDMOLLOWCONCRETEBLOCKMAYNOT8EU5EDINCONJUNCTIONWITH W I� ��d�
FOAM,BRICK,AND OTHER WALL FINISMES. 'GOAL-POST CLIPANO CUP PLATE. d
72. .NULLIOkS SHOWN HEREIN ARE LARGE IdISSILE IMPACT RESISTANT VERIFV IMPACT RESISTANCE OF FENESTR4TION PRODUCTS ANCHOR SCHEOULE• � � �6J�
TO BE USED WI7M THESE MULLIONS. � � i
1. TO CONCRETE BLOCK
13. bIULLlO,:�SHO�vN h[ft'clrJ tt4r IiE USCD IN Ll.RGE MISSILG I',IPF.CT Sr:mi_L Mi55iL[It�7PAC7 AND NON-I�dPl�CTnFaLiCnTiONS. �,�, 3l16'DIA.IiW ADVANCE THREADFORM TAPCONS WITH 1'MINIMUM EMBEDMENTAND2'MINIMUM I
EDGE DISTANCE. �
1�- It:4CCCf:IIl.NCE�4�1T!1 APPLIC�.PLC SECTIONS OF TI{r-FLOP.IDS 6Ui1 DING CODE,WOOD DUCKING SH4LL �,p, p77;,�F{�,qENT 61hY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY
! n:.d'c bECJ f'i.ESEi:VATIt'�if:Ei��GD OR SHALL BE OF A DUF2ABL[5?[CI[S. 2. TO 2500 PSI MINIMUM CONCRETE
i , I.V ACCORDANC[VJITH APPLICSBLF S[C110NS OF THE FLORIUA RUILDING CODE,DISSIMILAR METALS INCLUDING Z•�• ���6'�IA.ITVJ ADVANCE THREADFORM TAPCONS WITH 1-112'MINIMUM EMBEDMENTAND2-114'
JPASTENE^nS THAT t•tAY C01.1E Il:l O COtJThCT WITH ALUMUNUtd l7iNDOl'✓FRAAIING SHALL HAVE BEEN PROTECTED. MINIMUM EDGE DISTANCE.
2.2. ATfACHMENT MAY BE MADE THROUGH 1X OR ZX WOOD BUCKS OR DIRECTLY INTO CONCRETE. �
3. TO 7](WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE
3.7. :f 0 WOOD SCR[WS OF p10 TAPPING SCREWS(SMS OR SDS)WITH 1-112'MINIMUM EMBEDMENT
AND 3/4'MINIMUM EDGE DISTANCE, ftohenJ.Amoruso,P.E
4. TO 7!8"THICK MINI�sUM 6063-TS ALUMINIUM OR STEEL SUBSTRATE(Ftu=Fly=22 KSI MINIMUM) Flpritla p,E,pp,y9)52
� TABLE OF CONTENTS 4.1. k10 316 STAWLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRIWNG SCREyV(SDSJ WITH
FULL THREAD PENETR4TION THROUGH HOST SUBSTRATE AND 712'MINIMUM EDGE OISTANCE. �tibltVltlPO
SHEET SHEETDESCRIPTION a`�.,���pA9ES'��a�Ie�
7 GENERAL NOTES,INSTALLATION tJOTES 8 ANCHOR SCHEDULE M*,y'�r,b�L G EiVS��?,p�i
Z ELEVATION y��� ND 4$7$2 ��p�,�.
3 COMPONEMS `�• •�:
"�' t{ ���
4 GCLIP AND T�LIP INSTALLATION DETAILS �'�,��'•�T �E F �;
5 'GOAL-POST CLIP INSTALlATION DETAILS rrO��'��R��P�����,
6&7 MUWON SPAN VS.LOAD WIDTH TABLES h,f����dNA;���,`,
' �._ -- -- �� i { �i
L 1 -- ----- -----^I NOrE.MUILION DESIG^�ATIOh. MULLION"A",Mu,�ION'B tND MULLION"C"� °ROVIDf � ���—F
ceon+�Ric --' _ — :<-- IN DE7AILS 1Ji .'.i 1 AN[.+ • 'ARE PROVIDEU .)NLY 7< i��USTRATE THE � ;
st{apes— .� /,.-�- �'� � DETERfvtlNATit�ra OF Mi i{3N SPANS AND �fZigUTt,=-��W(Q�{g.Al�Mt_�:.�IONS �' `
iNCtuoEO i FENESTRn„"" ; SHdWN IN 7NE=�lEFERE^�CED DETAILS Mn` BE AN� ^JULLION APPROV�:D HERE i^. �" �
PRODUC7�l;i�
i SEPARATEAPr•��"vAL \ W I - ---.. . -.__ __ _ �
4 5 7 2 /` MUL�iON \ � � � � �
a � � asa a
A` 4 $ � i
� � �— — - � MUU�.,a� w � I 6 �,
C�i� �,.
� --i- - '" � SUBS�o.,:rE \, ._. ' �-� � i � �I
j - --- a � � � i
i 5 }A3'. 8; t i$ � __" ' � �
�� �" FF."+F.STRATIr: ; I
FENESTRATitiN aRObU� 'rR aaD0UC7 cl- �
� SEPARn 7 r APPROO..: � :.EaARATC MULLION j
{Ar t
I YY. :aRRQVAt SU9OSTRATE �
MUl.n . MULLII7N `dfi� .� MUL4�0'.� 446 �5 � }
� •H. •C• . •A' - 11UI,AlON—,, � FENESTRATION = I 6 � LL I��
0
i � P£NES'��+iION FENESTRA7�JN F£n.>;tRATlON � t � PRODUCTPER Z �d� O i
L PROO��: oE(2 PROAUCT PF.R PRt;�uCT PER W L j 4.� SEPARATE , "�i tu H
� SEPC�<•.TE SEPARATE �Fnq g p T E NESTRATIGN PRObUC-'ER I � APp ROV A L �"' i,,
APPk��vAL APPRpVAI A"uROVAL SEPARp7E APPROVn, � � � �
456 t2 �`0 12 WZ � Q � i
a s < s � a s iz �Q-' ��
a s <�z
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V �� �
7 Jtn � O
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NoTES: rmTES: No�s: '��z�� a�
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UNLIMITEOnROVIDE�TNATMULl14NLMI7ATIONSNOfEDHEREINARENOT MULLEDTOGETfiERASSNpWNPROVIDEDTHATMULLION BEMULLED70GETHERASSHOWNPR041DE07T1A7 �Y"K a
6XCEEDEQ. tMi7RTtONSNOTEDMEREINAR£N07EXCEEDED. MUILtpMtMtTATiONSNOTEDNEREINARENOT � ..
EXCEEDED. d �d �°
2. ANCHORAGE OF PENESTRA710N PRODUCTS TO MUlL10NS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULl10NS 5l1ALL a � 3�R�
SEPARATEARPROVAL. BEPERSEPARA7EAPPROVAL 2. ANCHpRAGEOFFENE5TR4T10NPRODUCTSTO (,J W„��
MULLIpNS SHALL BE PER SEPARATE APPROVAL e
3. AILOWABLE OESiGt�PRESSURES SHAtL f3E OET£RMIt+�Eb FROM�[51G:V 3 ALl01kABLE OESIGN PRESSURES StiALC BE DE7EftMiNED FROM �R�1
s
SGNEDULES. 4EStGN SCriEOULES. 3. ALLOWAHtE DEStGN PRESSURES SHAt,[BE g �
DETERMINED FROM DESIGN SCHEDULES.
a ^AULLION SPANS i��JD TFICUTAFY W�bTNS SHAI,L BE DETEftMINED n5 f01 l(�VJS. 7. 1�'JI.IION S�HNS AND TRIDUTARY WIbTHS SHALL 6E DETERMINED _
AS FOLLOV��S. < A",ULL�O�'SPANS AVD TP.IBU'ARY 1MID7t15 S!1l.I,L BE "'�
4.5. tJiULUON'A' D[IERt1fNEDhSfOIlOVtS: ;
3l.S. N.U1ClONSPfiN=ti 4.1. MULLiOh'A'
� :t,y 7RIBUTARYV�Ipi'Vi=(VJi•VJ2)2 <.1.7. MULLIONSf'AN=L7
4.1. MULI.ION'A'
a.2. MULLION`B' <.1.2. TRI9UTARYWIDTH=(Wl•W2)�$ C,�.7, MULLIONSPAN=L7
� S,$,1, MUl.l�nNSPhN=L2 a,7,2, TRIBUinRYW1�TN=('h't•N!2}2 I�
..^2. 'fR16V1t.ftYWiUTli={W3•W4}�Z �
4.3. MULLtOtJ"C' i
� 4.3.7. MULLIONSPAN=L3 'I
d.3.2. TftIBUTARYWIDTH=(W4s�W5Y2 (=[j�I�STRAI'ION PRODl.1C?S FENESTRATION PRODUCTS ��
� tv1ULLED VERTlCALLY J MULLED HORIZONTALLY F/or�daJPEmNO.<9 52'
MULLED FENESTRATION
' PRODUC�S YY�T!� i�AIY�OM � EXTERIOftELEVAT10NSHOWN ,r� EXTERIORELEVATtONSkiOWN �}�j�51IR�tJpp�nrJ
' I
1 9�,'�.�HFAES� pfI
EXTEF210R EIEVATION SHOWN qti�6�,�.•�C E�5.;�(j�✓,�,A I
:�e�.�� � F���{'"�" I
P3o 4S7b2 ':�G I
' �,p', !1 �ct= 'I
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Ii ��°r���NA=���o`�
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i
.88" -- --'-I.
� 0.t: � � � i
o i �
�'z— ,�,�. ° �
� �
-I�- 0.726' ^,.726' v
;� � 0.476" �:a76' � I
`�° -��'. 0.125" � ?i 25' U ! �
j W lIa
1.000" C J � I� � � i
�� � 0.}25' 2.3'!6" � i �
R.12S �
�_____.__1- 2..�,� -i �� � � � i
� ,.000" . _ � ;. a
1.375" -
-,- �5.566"
I,
; � ----�— 0.312" 0;%5" 3.000" �I ' N M ° ti I
3.tif:p" 4,125" L__L_____�-_���� p� � ' � � � `� � �°� o I'�
ANC�OR LOCATION, N 0.438" � _ FOft USE 438" FOR USE � ���
i_, TM��� 0.750" � � ��°n � WITH 1"x a' o � WITH 1"X 4" � � p -
n n � � ��j MUI.l10N � � . MULLIQN �o�
1 X 3 M U I.�i O N G O A L-P O S T C L 1 P .^o >�z I
1 6063-T6 ALUM. � 8063-T6 ALUM. ° � � v�a�y a z � I
Zoo�� �a Z
�. _����� � i
�1.004° i.950' ��HOR toc+s7mr�, ANCNOR tOGitON. W 1—'J W Z � � a
0.975" rrricni. rrPicu 3�a m p o
I nNCHOR LOCATION, � 29. o a w�� N a
� T(PICA� � �5.500" � �w x gp� -£�
3.OQ0" �Y d Z� °�
0.125" ' g�� �x
4.000" ° ° o n.Y Q �
I � �
'�*� 4.340" — ��--- 0.438'� o N FOR USE � o � FOR USE o
I ^ ,r� �'`� WI7H'!"X 3• 0.438' va cv w � � L
0.970" r � � � Wt7H t°X 3" a p
.- r�i MULLION � o.i MU L LI O N j � ��$
� ° �
} � U � °�9�
2 l"X 4"MU�LION "�' ryP�R IOCATION, A�COR LOC<iION, � � �
6063-T6 ALUM. � �685„ "� I�
29"
��, � GOAL-POST'CLIP PIJaTE r- T-CLIP �GCLIP
6Uc.3-To ACUM. ��J oUcs-S 6 fiL'JtA. � 6063-TB A�UM.
RaDerl J.Amoruso,P.E
, Floritla P.E No.49752
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�— n' $MS OR SDS o I �
: 0 SMS 4R SDS ,� / � Y +N FU�C TNREAD o :
��TH FllIL THREt�� ; � � Nt'dE7RATI0N INTO � `�
-CNETRATION INTO , ��
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TYPICAL ATfACHMENT AT 1"X 3"MULLION ATTACHMENT AT 1"X 4"MULLIQN ATTACHMENT AT o a W'�a � ¢
1 MULLION INTERSEC710N W/C-CLIP �2�`�MULLIONlNTERSECTIQN W!C-CL1P �MUL�lON INTERSEGTION W!C-CLIP �Yd Z� R��
A VERTtGAtSECTl6N � StDEEIEVATt6N �JSIDEElEVA7lON g�y.-�. x-
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%//�DGti"��I ,,,r`� //�`/EDGL� __�EDGE -»l1– ��[DGE_ _� �_ EDGE EDGE - a�
� ANCNOR5 PER
� f���{?IST ;/%!,�/`'� /�,�/,' /DfST% �D1ST ��,�% �61ST /DIST DIST
# Ir;i//�;ri/�i i'f/i��j��%!�iir�;�� ///� ����i'��irFi �%��j''/ c,� j/J 5GliEDULE,(4)PER
./�, i� "�/;,; % �%� % /i,ri,:� �i ✓%��,,� ;ii�i��� .,/..� CLIP
f, .� „f/ �, ;' //�" / � �'-i i'/% �F/EME3EU� `�
� :'/ , , ,i �;,%,/' , �i�- .'� ;, /; �EIA; �� ,� I ✓./ f,
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ANCHORS PER� i i� ANCHORS PER� ��2" �„ �� � �„
SCH�DUI.E,(4)�� scH�QUL�,��} o o, j � a o j
P`.�R CLlP PER CLlP �.»- 2" � I �-•- 2'� -.-� I
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#1D FLATHEAQ � #10 FLATHEAD FbrldaP.ENU.49752
SDS,(4)PEft CLlP SDS,{4}PER CLlP #10 FLATHEAD
SDS,{4}PER CLlP ty�ea�tetcraat
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4"MULLION i"x3" 1"x4" °Y`";� '.�=
MULLION MULLION ;�' �(���"�y
TYPICAL ATTAC!-iMENT 1"X 3"MULLION 1"?C 4"tv1UlLEON "��� ,c�� �� � ,�f.;
%:�`°•,
�4"�WITHT-CL1P �51ATTACHMENTWITHT-CLIP ��ATTACHMENT WITHT-CLIP °";,'��`�'C�1��p�'����`�
`4,f VERTICALSECTION 4 51DEELEVATION 4 SIDEELEVATION �d'�OrSfO�(�'�F��O���
St;�'PORl r i�;SUBSTRATE
{5�F ANC}�•�R SCHEDULE�
� ,.g5�� _, �
y— �.NCHORS PER
�CHEpULE EXGEP7
s��,�;�j` ' -. _, �OGE JR ANCH{}RS TO � �
s:ONGRETE BLOCK - i $
[;/;T // �' �� DIST. k10 FLATHEAD � �' � � •;MU OR CONCRETI_ � ;
; �/� �ED. � ANCHORS PE R +LIS,(4)PER CLIP '—' j � � o' :
.' , SCHEDU�EEXCEP7 ( �
' � F(7R ANCH01:5 TO Tm>..r � , p
� .' _ CONCRETE BLOCK {LL� � Q �
f ,, {CMU)OR GC�NCRETC
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3 � ��� NOTE: GOAi�-PQST GLIP AND ?� *-x W o
C�fP PLATE SHAIL NOT BE 1"x 3"or '� "�-�
! �>� 3/8" MIN. U5ED WITH 3/16°TAPCONS �"X 4" ° � =a� o �
FQR ANCNQRAGE TO MULIIQN ���o
CC7NCRE7E OR NOLLOW <�Z z
CONCRETE BLOCK.MAY BE � ' ��a�� 4 o I
EX7ERIOR I USED ONLY FflR 5 ?o����� 2
#10 FLATFiEAD ANCHORAGE Tt}W{}QD, z°7 m�¢ �
WF jil7f— � � �
SDS,(4)PER CLIP AI.UMINUM OR S7EEL. 3 o a m Z ° ��
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TYPiGAI ATI'ACFiMENT Wl7H TYFiCA�ATTACFiMENT WtTH �°u� Y
1 GOAL-POST CL1P 2 'GOAL-POS7'CLIP a� ���q
�SIDE ELEVATION 5 SECTION U � �
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9
RoDeM J.Amorvso,P.E
FIorIAa P.E,No.49752
1�ii5135itJFt';F
titi,�,� SP.�ES��r`�,
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DESIGN SCHEDUL.E : �."x3" MULLI(Jhl WITH 'GOAL-POST' CLIP o ;
_._ _ ._ o
_._ �
� �, -
MULUCta 7RIBUTARS''viDTN �
SPAN �g�� 2�� 14., 27" 30" ! 33" :38" 39" 42" � 46" Ga.� 53.. � v
106` 27.fi 23.6 2ts.6 18.3 16.5 16.0 4 s 8 12? �1.6 � 11A �G.3 1f,�, { U �
__.._�_ ._ _- - _ . ' _,_..v _. ---
100 32.8 28.1 24.8 21.C� 19.7_ 17.9 ir.4 �5.1 14.0 13.9 i2.3 11.1 � W
, _- .�_�� _. ._ .._--._.�_._.._ .� , _.�... _... -- °»..-- i �
90° 37.0 31.7 2�8 247 22.2 20,2 '�i 5 17� 15,6 14.8 13.43 12.A � DES�GM SCHEDUt,E atnres: �
i
. _. .. . _.. _ '_ .'_.__. . � ._ _.
90� A4.9 38.5 33 7 3D.c 27.6 . 24.5 22 5 20.7 t9.3 3 18.0 ta.8 55.3 i a
__._ �-'----.... . - - - -----..._.- �
$$" 6i.6 44.1 3f3.0 34.3 30,9 2$J 25.8 23.0 22,1 ? 20.6 18.3 17.5 ' t. UESIGN SCHfiR�. S PROVIDE MqxinWMALIOWAei i
_......_....__ ' ...._..._,.__. _.. . . -- '--_-.,._.._..{- -' , --".. . � . I n051 VE(+)ANl :EGA71V@-DES�r3N PRESSURES' .�t -
84'^ 65.3 � _47:4 ___ 41 6 36.N 33.2 I 30�1 N .•8 26.5 23,? � 22.1 20.7 18.8 i T� (1 ;
.___......._ .....__.._.„.,._. , ,.. ; USE WIiH MUIi�' :SYSTEM IN POUNDS PER S4UAN!
80' 69.4 84.$ 49.0 42.7 38.4 34.8 32.0 29.5 27.Q . 26.& 24.0 2i.T � FoOT{PSF}.
- ---•- _ - -
78" B8.0 > 56.0 49.5 44.0 39.6 36A 33.4 30.5 28.3 � 28,4 2a.8_ p2,q I
, . ......_. __ _ _._ ,. _�..
2 °OR DETERMINn'^.7N OF MULLIOk SPANS AND
76" 87.6 ' 58y1 50.8 4b.2 40.7 37.0 33.9 31.3 29.0 � 2T.1 25.4 23.0 � o� ,
i iRIBUTARY Wlp'�+ti.SEE EIEVATi6NS ON SHEET 2 n�
�"2" 71.6 81.3W� 53.7 47.7 42.8 39.Q 35.8 33.0 30.T � 28.8 28.8 24.3 ? o` o� r ,
�. . __ __ ..._.
68'• 78A i 86.9 58.5 52.0 � 4&8 42.$ 39.4 36.0__^ 33.4 � 312 29.3 28.5 3. =OR(NSTACLA)iC:vS UTIUZ�NG MORF THAN ONE riN! 2 ��w �
--' ���"�"""�� �'� v """-' OF CLIP PER MU�uON,USE THE LESSER ALLOWAB4L N
_ 60" 76.0 73.8 84 4 67.2 61.5 48.8 a2.9 39.8 36,8 34.3 32.2 29.2 DESIGN PRESSUR� N�W �'..
V 64' mm 76.0 76.0 71.5 63.6 57.2 62.0 47.7 ��94.0 40�9 3$2 35.8 � 32.4 � o -
` 56.8" 75.0 75A 76.0 87.9 61.i 55.6 50.9 �47A 43.6 A0.7 38.2 34.8 4. 'GQAL•POST CUP MAY N07 BE USEO FOR �o��
INSTALLATIONS 1 O CONCRETE OR CONCRETE BLOCK a� '_
48" 75.0 75.0 75.0 71.5 84.4 6$,5 53.7 49.5 RB,O �d2.9 q0.2 38.4 (cMU). w m o o W
42" 75.0 75.p 75.0 75.0� 73.6 66.9 �8t.3 56.6 52.8 C9.1 q8.0 q1.8 ����3 y; o !
38.4 75.6 7b.Q T5A 78A Tb.O 73.2 �47'1^ $�.f} 57.5 53.7 50.3 46.$ 5• �gEhQTES C4NdtTiONS N07 ACCEPTAB�E ?O��p m a�Z
ZmvJ�Q �
? 36' 75.0 76.Q�� �6.0 76.0 75.0 75.0 71.5 B6.0 8Y.3 57.2 53.7 � 48.8 � FoR USE. 3��m O a �
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' Pasco County Building Schematic Page 1 of 1
Generalized Building Schematic
02-26-21-021B-OOR00-0000
Card: 001
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Pasco County roperty Appraiser
Page Layout Modifie : 9/6/2013 8:36:26 AM
The Local Time Is: /22/2014 8:49:22 AM
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2014154237 ,
Rcpt:1632255 Rec: 10.00 `
D5: 0.00 I7: 0.00 l
09/29/14 K. Kraengel , Dpty Clerk �
NOTICE OF CO CEMENT
-. -° Permit No. �
. .�PropertyIdeatificationNo.� - �� ��DO—��Q
THE UNDERSIGNID hereby gives notice that improvements will e made to certain real property,and in accordance with Section
7i3.13 of the Florida Statutes,the following informarion is provided in the NOTICE OF CO1VIlViENCEMENT.
.' 1. Description ofproperty(legal des ' tion: �1l T�� D��Z.-° � 6.s C�J � Ol` C
_ . a) S�eet Address: �
'�'2. General description of improvements
--�`3. Owner Information
a) Name and addtess: l S��-
b) Name and address of fee s' titlehold (if oth th o er)
c) Interest in proP�Y .�° t
a. co�acror Information �j� 102. �Cf/�/i✓C.�� �T SD�
a) Name and address: .��
b) Telephone No.: - Fax No.(Opt)
+ S. SUIe[}/II1fOrID3[10II , �RULA S.0'NEIL,Ph D PASCO CLERK & COMPTROLLER
, a) Name�d address: 9/29/14 10:08am 1 of 1
b) AmountofBond: OR BK �@g� PG ���5 i
_ c) Telephone No.: F�c No.(Opt.) -
6. Lender
a) Name and addtess-
a�%7. Idmtity of person within th S e of Fl-�o jda d � ed o er on who notig�s o th d �be served; -
` a) Name and address• � GD
_b) TelephoneNo.: � J FaxNo.(Op�.)
;�8. In addition to himself,owner designates the following person receive a copy of the Lieuor's Notice as provided"m Section
� 713.13(1)(b),Florida Statu�t
a) Name and address: J J �
b) Telephone No.: - � Fax No:(Opt)
9. Expuation date of Notice of Commencement(the expiration e is one year from the date of recording unless a different date is
specified):
WARrTING TO OWNER:ANY PAYMIIVTS MADE BY THE WNER AFTER THE EXPIItATION OF THE NOTICE OF
COM1ViLNCEMEiVT ARE CONSIDERID IIVIPROPER PA S DNDER CHAPTER 713,PART 1,SECTION 713.13,
� FLORIDA STATUTES AND CAN RESULT IN YOIIR PA G TWICE FOR IPRO`�EM�NTS TO YOIIR PROPERTY.A
NOTTCE OF CONiMENCEMENT MLTST BE RECORDED POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION.IF YOD INTEND TO OBTAIN FINANCIlVG, ONSIILT YODR LENDER OR AN ATTORNEY BEFORE
COMMENCII�TG WORK OR ItECORDING YOII NOTICE O C CE
STATEOFFLORID �"""��• MELISSA A CUMMINGS �i
��1�RY n�6'i'�.
COiJ1V'I'YOFPASOO rso� ,�; Notary Public -State of florida. �1
'� '. ;�; •;My Comm. Expires Jun 20,20f5' S' OFOwneror sA Offi azmedManager
=�:�' 'o�; Commission N EE 69439 pJ�J /�' L':�///T�
��°%�%;;,;;�a�, Bonded ih�ough National Nolary Assn. C
eme
S\^— � 11�.�a('�
The foregoing instmment was acl�owledg m day of 0�by , Y µ�I b 1'�
as - (type of suthotity,e.g•officer,trnstee,attomey m fact)for
- � �r�-x � , �\\pS� �2t�...._�_ (name of party on be�alf of instniment was ex e�. �
Peisonally Known_OR Produced�Identificah�on� No S"
Type of Identification Produced� �� ' , N_ e(pimt) c
Verification pursuant tn Sectioa 92525,Florida 5tatutes.Under penalties f perjury,I declaze tl�I have iead the foregoing and that the facts stated
in it�e true m the best of my lmowledge and belie£ �
r•oxa�tsmtoc.,,�om � _
ufN�cil Pmvn ' A6ov
i
I _
srA��a���o�t��, c�u�rv o���,sco
THIS IS TO CERTlFY THAT THE�'pR��p+�J���A
, TRUE AND CpRREGT COPY pF TFiE ppCUMENT
��*��������� ON FlLE OR OF PU$LfC RECdRD IN THIS OFFlCL
��" �.� _'e m �'� WlTNESS MY HAND AND C7FFICIAL SEA�THlS
„r�`.�, °� `.� DAY f. 2�'�`'---�
�:, ;�� � � OF
� � ���`:;,k��,,� �, PAULA S O'N�lL, C
"�����vt`�;��� �, � & O PTRO�LER
�+ '`y "��u,x�y�y"ca�;•;�� _
.� , �r� C�Y
`�r=-�' �� -� � �7EPUTY CLE
��E�� �,�'�,� �-���. o•. RK
���s CN�F"�. �?�,�,�5
R
,� _ -:k y;��,� e��, �'
� t���i� �
''��,�`����i��
� BMF Ilnc.
BESTiyIENf�I�lf E/�P�II(/E�IENT
I, Jeffrey Murphy, owner of BMFHI Inc., a thorize Jacqueline Inman, to sign for my
company BMFHI Inc. and pick up permits as ne ded.
Thank you,
Jeffrey Murphy
Date : ((� / g/ I�
Dr,� � �ppY PVe Ashley Gulbrandsen
Ststo Oj Cou�I OR i �'� �St1t@ Of Florida
swom n
�,��oQ MY COMM�SSION#FF 27409
Sub 9rFOFF�-�Q Expires:June 13,2017
( �9
11212 BLA K WALNUT ST.
HUDSON, LORIDA 34669
PH.727-641-504 FAX 727-378-7177
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Client#: 1094922 BMFHIIfVC
� � ,4CORD CERTIFICATE O� LIAB LITY INSURANCE DATE(MMlDD/YYYY)
10/08/2014
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY A D CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EX END OR ALTER THE COVERAGE AFFORDED BY THE POLICIES
BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A ONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORI2ED
REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER.
IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the po icy(ies)must be endorsed.if SUBROGATION IS WAIVED,subject to
the terms and conditions of the policy,certain policies may require an en orsement.A statement on this certificate does not confer rights to the
cerlfffcate holder in lieu of such endorsement(s).
. PROOUCER NAMEACT Avonelle McClean
USI Insurance Services, LLC PHONE 561 693-0500
2054 Vista Pkwy,Suite 400 E�ILo E:c: nrc Ho: 855 420-6662
West Palm Beach,FL 33411-2718
aooRess: avonelle.mcclean@usi.biz
561 693-0500 INSURER(S)AFFORDING COVERAGE NAIC#
iNSU�Ra:Auto Owners Insurance Company 18988
INSURED INSURER B:
BMFHI Inc.
11212 Black Walnut St INSURERC:
Hudson, FL 34669 INSURERD:
INSURER E.
INSURER F:
COVERAGES CERTIFICATE NUMBER: REVISION NUMBER:
THIS IS TO CERTIFY THA7 THE POLICIES OF INSURANCE LISTED BELOW HA E BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION O ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDE BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HA E BEEN REDUCED BY PAID CLAIMS.
INSR ADDLSUBR
�TR TYPE OF INSUR,4NCE INSR WVD POLICY NUMBER MMIDDY EFF MMIDDryYYP LIMITS
A CENFRAI LIABILITV 72595097 11/30/2013 11/30/201 EACHOCCURRENCE s1 000 000
� � X .-.nn+r,ip�tUa�GENERALLIABILITY DAMAGET RENTED
•�- PREMISES Ea occurtence SJ���00
..� •�'�:,�r.iAUE � X�OCCUR MED EXP(My one person) 5Jr�0�
PERSONAL 8 ADV INJURY $��OOO�OOO
GENERALAGGREGATE $'I�OOO�OOO
GEN'LAGGREGATELIMITAPPLIESPER: PRODUCTS-COMPIOPAGG S��OOO�OOO
POLICY PR�
JECT LOC g
AUTOM081LE LIABILITY COMBINED SINGLE LIMIT
Ea acddent $
"^%`'^�=`�� BODILY INJURY(Per person) $
a, •' � �SCHEOULED BODILY INJURY Per accident S
� �' ' �`.- � _,AUTOS � )
NON-OWNED PROPERTY DAMAGE
•'�•t=.%"�. ��•`• AUTOS Peraceident $
$
UMBRELLALIAB pCCUR EACH OCCURRENCE 5
EXCESS LIAB CLAIMS-MADE AGGREGATE S
DED RETENTION$ 5
WORKERS COMPENSATION WC STATU- OTH-
�AND EMPLOYERS'LIABILITY Y/N
�N`'P«OPRiFTnR�c�ARTNER/EXECUTIVE E.L.EACHACCIDENT 5
•' r�•'. • i�� '_xCLUDED� � N!A
!rvlTnuatorymNH) E.L.DISEASE-EAEMPLOYEE $
�;.ai.�ii��lr,;�.,i .�:'ERATIUNSbelow E.L.DISEASE-POLICYLIMIT 5
DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(Attach ACORD 101,Additionai Remark Schedule,If more space Is required)
Those usual to the insured's operations.
i
CERTIFICATE HOLDER CANCELLATION
Cit of Ze fl rhills SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
� Y P Y THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
5335 8th Street ACCORDANCE WITH THE POLICY PROVISIONS.
? � ZEPHYRHILLS, FL 33542
AUTHORIZED REPRESENTATIVE
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O 1988-2010 ACORD CORPORATION.All rights reserved.
ACORD 25(2010/05) 1 of 1 Thc ACCi�D name �nd logo are regis ered marks ofACORD
#S13491655/M13489732 AUMHJ
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City of Z phyrhills
BUILDING PLAN VIEW COMMENTS
Contractor/Homeowner: ��
Date Received: �' Z — �
site: ` � 3 3 3 � � L�i�X�"��
Permit Type: z��- � ' G� �`� `�+��'�-�
Approved w/no comments:❑ Approved w/the belo comments: � Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/o plans.
,
, � �- ,� .
Kalvin S ' Plans Examiner Date Co ctor and/or omeowner
quired when comments are present)
Oct 0714 07:45p Sharon McLaren 1-813-783-1050 p.1
dct07,1.407:25p A1Hoda` 8939293345 p.1
s�ivoleu�a ut� :�p r�sx f�IK�tiZOt9 BtAFNl INC 1�001/C97
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BMP'Home Ln eme�
(7Z�-641-5443 3s�o�"'wY�.N.��t3.s FL33TB1 (�27}527-8086
� AGREbMEMEN'T FOR PUR E AND[�YSTALI.ATION
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