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Home My WebLink About14-15582 _ _:_ CITY OF ZE HYRHILLS � 5335-8 STREET �si3�� o-oozo 15582 BUILDIN PERMIT �:w��;.�:� _..— . , , s _ --—--- -- — ;��.��::�--�3�_ '�PERMIT INFORMATION � � `LO_CATION.'INFORMATION ��'' � Permit Number: 15582 Address: 5554 16TH ST Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-11400-0160 Improv. Cost: 11 000.00 `� "�' - '--� r - �"�'>" ;�"�� , .,.:.:e.� ��,01NNER�INFORMATION`� �., ��:� �:_;��:: Date Issued: 8/21/2014 �Name: LAPLANTE, MICHAEL � Total Fees: 135.00 Address: 5554 16TH ST Amount Paid: 135.00 ZEPHYRHILLS, FL. 33542 Date Paid: 8/21/2014 Phone: (813)783-9111 Work Desc: INSTALL 10 REPLACEMENT WIND WS SIZE/SIZE NON-IMPACT r �'�: �. '.CONTRACTOR S ' APPLICATION FEES ° � ° �" `�"�`�� OME PERFORMANCE ALL ANCE INC �BUILDING FEE 135.00 ��l� / � ` �' � � ' � �,' ��; " `� ° - - Ins ection' ;Re uired. _ _ ,_ :�j- �a �� .:�' �� - � - . � :. -;. . � . . y, FOOTER 2ND ROUGH PLUMB ISC INSULATION CEILING FOOTER BOND DUCTS INSULATED EWER MISC. ROUGH ELECTRIC LINTEL ISC. MISC. 1ST ROUGH PLUMB PRE-METER I SULATION WALL MISC. DUCTS INSTALLED WATER ISC DRIVEWAY PRE-SLAB SHEATHING ISC. MISC. CONSTRUCTION POLE FRAME ISC. MISC. REINSPECTlON FEES: Reinspection fees will comply ith 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 no made when inspections called d) work not ready for inspection when called e) permit not posted on jo site� plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, ther may be additional restrictions applicable to this properly that may be found in the public records of this county, and ther may be additional permits required from other governmental entities such as water manageme , state agencies or federal agencies. "Warning to owner: Your failure to record a notice f 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 Appl cation.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFO C.O. ONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION CALL FOR INSPECTION - HOUR NOTICE REQUIRED � PROTECT CAR FROM WEATHER � M �� ~ �� , , . �� F ; �/ �� 1 • 285C1 Scherer Drive - Unit SSO H a m e i'e r f o r m� n�e , sr. Petersburg, FL.33761 ` L .� � A r� �. � �Phone: 727-538-4.1�40•� Fax: 72��-538-42�17 � " Liceras�# eGC 7508826 W'+�'H'-hpawindows.com C.U��. CT PURCHASER NAME:. Pho e: Date: ti?'d� � .��X �.�'�.��— 7�,� �� d61 Address: �. Cell' hone E-mail u�c5�5' ff cSY�'�'y'" 1 �3g c3"l� ��Ga' �/.�'lt! �!',A/�' " ��ty: �T��' �,��GS $ ��"1��'� Z'p� 3,.3�`�02 Sales Rep: Custom �2ternative Phane: 1�'' � C' General Descripfion.of Woik: . \ �' � tn! / �v`,� G l�.,s"' _ G�...r - � I/�` G r �. C� � e'� C!""� . -which is furthec described in the detailed specificatian sheet attached he to as Extiibit"R"and initiated by the parties. � � C� J ��"`�-- The above work wilt be comptetcd in accordance with the temas;conditio and sp�ificaticins hereitt,witit payment io be made accardance with the fallowing paymcnt schedule: , � �. � 1: PRICE S . � 2: "l["AX S , 3,` 'FC?TAL $=��s? •� � — 4. DOWN PAYMENT $ d" ��^' DUE UPON COMPLETION OF WORK ' S. B�I,ANCE S� r'� G k�`_,:,_'C�' ._. .NQT AFTER TEiE FiNAL INSPECTlQ�+t 1'AYMENT TO BE MADE:BY»�CHECK PAYABLE TO"HOME PE FCIRMANGE ALLIANCE IN.C:'WHICH CHECK I�a DUE AND PAYABL,E AT FIOME PER�t?RMAiVCE ALLiAIVCE INC. OFFIG AT THE'ADDRESS SET FdRTH-ABt3YE. ALL APPLICABT,E DISCOt1NTS HAVE$EEN APPLIED. _ . .,.� B T1Y .Ii'S RiftH'I?'? � THI9 IS A HUME SOLICffA710N SALE,AND IF YOU IXl NOT WA.t .T'BE.,(',OODS_OR S�RVICES,YOU MAY.f�ANCEL TE�.S.AGREEMENT BY PR4VtDIl+IG'QVRTITEIV PIQTICE�'F0�1'��SF.L;t:ER-IlHR�I!ERSON,BYt�£ELE } .�OR}BYc�14iiAII.!.T�ItB=NSQ,TIG'F;M[J9T?Il!IBIGATE°P�TAT�YOt3 DQ NOT WANT.'FHE;GOO.AS Olf SER•�YIG�S�•APID;MLtST'BE�DEtiIVEtiED_rOR�`'� �,.'�`,— � •,�$EFORE`MID2�iIGHT;OFK'�IF;FHIIiD'BUSINTSS DAY AFTEtt YOU 3IGN T�ElIS AGREEMENT. IF YOU CANCEL"�'l�IS,Af`�,REE �,� ��THE,;$E1:1:EIt.MA`Y PIOT KEEP AI.L OR PART QF.ANY CASH DOVYN PAYMENT. NUTE: RETAIL°SALES TAX MUST'BE°CHA'RCED��U '"ESS THE CUSTOMEIt SIGIYS TNE FOI:LOW�IYG: 1 certify that I own the'land`on�ir5icii�th�structure I am amprov�ag-is;p�rm'a�entty�fleie�.`Ft�rtlier.t' ,.e�'ItIlBYE f!I@��tIBCI�TfltiOB Wit�1 U1C Property App�aiser requesting t6e structure be asses'se'cl s's`resilty� rid�.it tie�irs'" RP d:., igoa4ure� . STATU�.T..OR, N.O..TICE,.._�tEGARDIl�iG�: ;�CENS.7�RU ON�;2.LIENS; - ACCORDING 'FO FLO � , ,. ,. �.; 5,:: . _.:.>. , : � ;. ::,,;, ,.-�.,T�: P;�.� � ;� ; � ��.;.;ti , ,, ; = = .. °.._.;. FLO.R�DA` STATUTES)� TH�►SE �VHO WORK ON��Y�[TR-�!R4PERTY' ��R'PRQVIDE�MMA�.'�E�tIALS�AND� SERVICES ANI� ARE NOT`'PA.ID �IN FULi. BAVE A i2IGHT` �Cl E1�FO�CE'�THE'IR,..CLAIM` �FOIt PA'��MENT AGAIIVST YOUR PI�OPE�tTY. TSIS CLP►IM IS KNOWN :�S A CONSTRUCTION LTEN. IF YOUR CONTI,�CT4R lOR A SUBCUNTRACTOR. T.t�LS�-,;.�TO,�;u��AY ��ITBC4NTRACTORS, SUB- �iUBGONTRACTORS, O�t MA:TERIAL SU!'PL� �RS;'«'_TkHEhrREOPLE W'�O'ARE�` OWED MONEY MAY' LOQK TO YOUR PROPERTY FQIt``� ,,.,'�'ME1vT; , �VEN'�IF' YOU HAVE FAI`D YOUR E ., CON7.'RACTOR:.IN:FULL. IF'YOU,FAIL TO-;P�;'Y'YO.'U,,'R CONTRACTQR, YOUR CUNTI[tAC�'OR M�`5' AL5QD:"II�E'.E.A LI�1V .ON 3�4��`�,�'ROPE TY.,.;`.T�IISk,11h[E�?+iS� �F-A LIEN IS 1E�.E1� YOiIYt PROPERTY G(JULD BE SQLI} AGAIlYST YE� WILL TU PAY FOR LABOR,.MA�'ER�ALS, OR OTHER SER�ICES THA'P YOUR CONTRACT _R OR A SLTBCO1vTRACTOR.MAY.HAVE FAILED . '�O 'P;AY: 'TO YROTIECT YOURSELF,:.YOU':"S,�;4UI:D�.'5;.,�r; ::ULATE,:.�Il�' �'AZS`'C�??NT'RACT_.THAT- - BEFfJRE ANY `PAYMENT IS Ii�IADE, YOUR C` I�iTR.A,.CT,OR.IS�,R�Q. i;�iRED. TO �PROVI:DE YOU WITH A WR1"TTEN REY:EASE OF LIEN FR M AP1Y' PEgtS�CIN OR COMPANY THAT HAS PRU'vIDED--TU YOU A KN4TICE' T8�`��VNE ": FL(}R'IDA�S''CUNSTRITCTIUN LiEl+i LAW IS COMPLEX-AND�IT IS REC011�MENDED`THA:T` G1U'Cl�NSUI:T AN'ATTORNEY. i HEREBY.CERTFFY'i'HAT I HAVE READ AND-;;., LY LTPTDERSTANU'THE PROVISIONS�F THIS CONTRACT, INCLIUDING "Y'HE 'TERM$�AN.D. CONDITIOPIS CC7N'TA.1N$ . (UN THE.REVERSE SIDE, ANU T AGREE T� ALL OF THE PROVISIONS,TERMS AND C4NDITIONS THEREOF. H ME PERFORMANCE ALLIANCE INC. BY: aser � AS: urc aser , < � . ,�� , r. � � `nun, _ -�a�.' , - a ' i City of Zep yrhills BUILDING PLAN REV EW COMMENTS � e �;� � �-l�� Contractar/Homeowner: �� - Date Received: �� f � � Site: 5�� l6 - �� Permit Type: - J� �� (� (,c)i rG�� cS S Approved w/no comments: Approved w/the below c ents: ❑ Denied w/the below comments: ❑ ! � `� . , This comment sheet shall be kept with the permit and/or p s. / ,� -( �� . Kalvin ' ze P s Examiner D e Contractor and/or Homeowner (Required when comments are present) , 813-780-0020 City of Zephyrhil s Permit Application Fax-813-780-0021 ' Buildin Department �J��/� Qb�y ( ;� �.�l / Date Received � � �S� � phone Contact fo Permi n �Z� � — � � Owners Name �r��.{-N�L �p(�N r Phone Number C�{ —3 �3� � ��5 (�� 5 1 71�'«yR-�a iu, � Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS �SS'f I(C TN S"r LOT# ��o� I� SUBDIVISION Z�I-�y(Z-1-�lu,s PARCELD# ��'u0"Z��V�l)-��'O(�'Q��p� (OBTAINEO FROM PROPERTY TAX NOTICE) WORK PROPOSED e NEW CoNSTR� ADD/ALT Q SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q' SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q� BLOCK Q FRAME Q STEEL Q DESCRIPTION OF WORK �.CP�./�GL I l7 W�fJ�,�l4J S l�(: ,SI LL �.10f��(M�(,j ��v BUILDING SIZE SQ FOOTAGE HEIGHT � � �BUILDING $ I ( �QO VALUATION O TOTAL CONSTRUCTION QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ �� QMECHANICAL $ VALUATION O MECHANICAL INSTALLATION ' NV v� � � � �� QGAS Q ROOFING Q SPECIAL � OTHER �j � � ' � FINISHED FLOOR ELEVATIONS FLOOD Z NE AREA QYES N � � ��,�,2 V� ��UILDER -CO n�v� I-I� f�`Yz-Fu2n�+e.n��+-' ALL�Ar��k" //�S�IGNATURE REGIS ERED Y/ N FEE CURRE� Y/N / livS� S�i`+-�1`��R. ST P�CI�% F� 1 �0 /��- Address License# 1...�.iC��PJ�J Z-�o ELECTRICIAN COM ANY SIGNATURE REGIS ERED Y/ N FEE CURRE� Y/N Address License# PLUMBER COM ANY SIGNATURE REGIS ERED Y! N FEECURRE� Y/N Address License# MECHANICAL COM ANY SIGNATURE REGIS RED Y/ N FEE CURRE� Y I N Address License# OTHER COM ANY SIGNATURE REGIST RED Y/ N FEE CURREA Y/N Address License# IIIIIIIIIIIIIIIIIIIIIIIIItllllllllllllltltlllllllllllllllllllllllll RESIDENTIAL Attach(2)Plot Plans;(2)sets of Buiiding Plans;(1)set of nergy Fortns;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Requ red onsite,Conslruction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster;Site Work Permit for sub ivisionsflarge projects COMMERCIAL Attach(3)complete sets of Building Plans pius a Life Safe Page;(1)set of Energy Fortns.R-O-W Permit for new construclion. Minimum ten(10)working days after submittal date. Requ red onsite,Construction Plans,Stortnwater Plans w/Silt Fence installed, Sanitary Facilities 8 1 dumpster.Site Work Permit for all n w projects.AII commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW constructio . Directions: Fill out application completely Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (AIC upgrade over$7500) " Agent(for the contractor)or Power of Attomey(for the owner)would be s meone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A!C Fences(PI VSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW 1 II[lll IIIiI Ilill111I1�IIII IIIII IIIII IIIII IIIII IIIII If(I IIII : � ao��2�oa� Rc�t:. 162161�: R�e: io.ao DSs 0.00 IT: 0.00 P�.�:'�€Fi'!'t�` _....___..__.... 08 f D8 f 14 eReeording ' } w��.w::�:.. .. . � � : ..�.<,;,.<�,`-t=--. ... . .: . ... _ .. : . -. ...,. �'�t;'�3i.'��:t#r��f': .��' . .:._:. . . .::.. ......�:�:�r�r�:::�'�:;�:::�::��:�... �::�-�':�:�s•�:�.: �:�::'� �•�:�:.�::�;:�:��a::�>:�:::�:::�`� PAUI.A 5.C�'NEIL.,Ph.d.P�4S�4 CLERK�G�MPTROLLER �€�-fi�:��:;�t�.�r�#a. . . . os/os/i� io:2� � i a� �. ��.��,r..:��::�� :��::�::� o�� $K 9�69 P� 3�38 �'��;:L��€��'��.:��:..�i�i�-��::� :�s€��#x.:��:�:�� <��.ti��:�ii:.i�t::�� :�€�:i�t:��r��:<��::`��;�:�.'��N:�.�.�i�>:��: ...:....:..:..:...:::::: .. .. .. .�'�.:.... ..::.:._.:. ..... y:.�::::::€:;�.<:::::�..,:.�::,......::...:: ::.,.,:. ..<..:...:...:.::.:�.....:.::.�,.... .:.....;....... .. .....:..:.:.. .:.:::::.:.. .. ....,.. . .. �. . . ��r�a>��i.�t�,:�.?�8€��f��ig;��rr��.�ti�:�:�s�r€��:��>�i�::�'��,`��::��':..��`; . <....:. t� � :�;. �:>��:��pr� �:�f�:,�� t: :. :. .,,�. : � a� `-:�: ...::. .:::.. �..��.. ..:. ..�z�< .�3:at':w:i:��`:�:::�:. �.�:. �� Pk #.a�a�. .. . :, e. 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T e undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR SPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the conVactor is not licensed as required by law, both the o ner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are ncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco Cou ty 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 wh ch they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properl licensed and is not entiUed to permitting privileges in Pasco County TRANSPORTATION IMPACT/UTILITIES IMPACT AND R SOURCE RECOVERY FEES: The undersigried understands that Transportation Impact Fees and Recourse Recovery ees may apply to the construction of new buildings,change of use in existing buildings,or expansion of existing building ,as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, hat such fees,as may be due,will be identified at the time of permitting. It is further understood that Transportation Im act Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power releas . If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit ssuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in ccordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statu es,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 griculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulat ng construction,zoning and land development. Application is hereby made to obtain a permit to do work and install tion as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all wo k will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other gove ment agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be i compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypr ss Bayheads, Wetland Areas and Environmentally Sensitive Lands,WatedWastewater Treatment. - Southwest Florida Water Management Di trict-Wells, Cypress Bayheads, WeUand Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Na igable Waterways. - Department of Health 8� Rehabilitative Servi s/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbesto abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use f fill: - Use of fill is not allowed in Flood Zone"V"unle s expressly permitted. - If the fill material is to be used in Flood Z ne "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at ti e of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zon "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only t fill the area within the stem wall. - If fill material is to be used in any area, I ertify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely ffect adjacent properties,the owner may be cited for violating the conditions of the building permit issued u der the attached permit application,for lots less than one(1) acre which are elevated by fill,an engineered rainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good f ith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing consVucfion. I understa d that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or ot er installations not specifically included in the application. A permit issued shall be construed to be a license to procee with the work and not as authority to violate, cancel,alter,or set aside any provisions of the technical codes,nor shall is uance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or viol tions of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six( )months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for nine (90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROP RTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE REC RDING YOUR N ICFe OF COMMENCEM T. FLORIDA JURAT(F.S.117.03) � OWNER OR AGENT �C NTRACTOR Subscribed an b�worn to(or a�rmed)before me this scri ed an qtn to r a�m�d�f re melhi�� . ZC. C1 Who islare personaily known to me or has/have produced W o islare pe on IIy known to me or has/have p�oduced as identification. as identification. Notary Public � Notary Public ', z�.��°•4c: Jf�CQUE I E B Commission No. Co i ion No. _� ,o; � � ' sion EE 040520 Name of Notary typed,printed or stamped Na e of Notary t e','• �d�or s�N rro F' � Y eminsuranc��pQ�g�,1019 '�`� '� �., , . i � 4 � � \ � 11 . � �Q�L�c-v�, ?S��d �t�� $t�'� �j a' '� �� ;= r `, � d =� �3I4x 3� � ��'Iy 3� � � �04" �7N �.�c �xl . 4E-1 {L�k�.., � s � � k � � � � � ��` � � � � � � �. �. � � �>�� r 1"`6� �� - :�_. ' ' ��t, � }, � , : �-, -�x� '�� Q � :,K,- + •�� :�j� � ',. a �� .a-d'�•'y}1 r' X � • . �, �� , . �- 1 7 � , ` ,��..�, :� _. , � �1 �`- ;5 r� r.,- �- ` . � / 1/'�.�.'4? ', " �i,�n� , �v �,��sv�;� ssa16 a Z � l�k CI I ,�� ?�°" � .`"�p�q °`� � .. �--. 1'(,b� �c h�Z L.. ; g b!� �$ "\ � ; . � ,/s'.. � h�!c�� c��5�.. � �. . _ � '... . . 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Archived �.� Product Manufacturer Soft-Lite LLC Addresslphone(Email 14254 Phlllpp Parkway Streetsbaro,OH 44241 (330)52$-3400 Ext 1109 jtinker@soR-lite.com ATI,`:�1�;Ri{��,<�LLC�i'�2PI;Y��IT�`�!?LL PR�VP:�LNG CODES,FL�Ri1�hBL�II.,D��vCr Authorized Slgnature Vivian Wright C(� �,��A�'IOi IAL EI.ECTI2IC CODB E1ND rickw@ rwbldgcansultants.cd`� Ci`I'Y 0�ZEP�iYI��ILLS 02f}II�I��CES Technlcal Representative AddressJPhoneJEmaiE ��'�}��ti1-��a cp�r��o��._�G�-1.-...9--2014 Quattty Assurance Representative f � � � �'L�NS �°. Address/Phone/Email �� a?-°j �.`-----`-`��,�a��„�.� Category Windows Subcategory Casement Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Ftorlda Professlonal Engtneer Cl Evaluetion Report- Hardcopy Recefved Fiorida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluatfon Repart Florlda Ucense PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Cantract Exp(ration Date 12/31/2014 Valtdated By Ryen 7.King,P.E. tJ7 Validation Checklist-Hardcopy Received Certiflcate of Independence FL15779 Rq COI Certificate of Indeoendence.odf Referenced Standard and Year(of Standard) Standard Year AAMAf WDMAJCSA101fI.5.2fA44Q 2008 Equivalence of Product Standards Certiffed By Section&from the Code http://www.floridabuilding.org/pr/pr app dtl.aspx?p am=wGEVX(?wtDc�t3elSAlnEOW1... 8l4/2414 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 07/li/2012 Date Val(dated 08/OS/2012 Date Pending FBC Approval 08/15/2012 Date Approved SO/09/2012 Summaty of Products FL# Model,Number or Ma e Description 15779.1 a. "Premium CS"Casem nt Extruded PVC Casement Window-(X Conflguration) Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL15779 RO II INST 15779.1 odf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 Impact Resistant: No Created by IndependentThird Party: Yes Design Pressure: N/A Evaluation Reports Other:See INST 15779.1 for Design Pressure atings, FL15779 RO AE EVAL 15779 1 odf any additional use limitations,installatfon instru ions Created by Independent Third Party:Yes and product particulars. ack Next Contad Us::1940 N h M n e S[ree Tall hassee Fl 323 Phone:850-487-1824 The State of Florida is an AA/EEO empioyer Co ri h 20 7-2 13 SYa e f Flori a.::Privacv Statemen[ Accessibili[v Statement:.Refund S[a[emen[ Under Florida law,email addresses are publfc records.If you d not want your e-mail address reieased in response to a publ(c-records request,do not send eiectronic mail to this entity.Instead,con[ad[he o�ce b phone or by[raditional mail.If you have any questions,please contact 850.487.1395. 'PUrsuant to Sectfon 455.275(1),Florida Statutes,effect(ve O tober 1,2012,Iicensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provtded ma be used for officfal communication with the licensee.However email addresses are puhlic record.If you do not wish to supply a personal address,please rovide the Department with an email address which can be made available to the public. To determine if you are a I censee under Chapter 455,F.S.,please citck ere P oduct Approval Accepts: ,_i � eC� � 5(.'CU77I h1LTItICS _. .__ http://www.floridabuilding.org/pr/pr app dtl.aspx?p am=wGEVXQwtDQt3e1SA1nEOW1... 8/4/2014 . r� '3 �' ,� � � � � �1��. � -� , � �� -�� 5�� =�m�m�;x _ �1lir�dav�s �--- �,ES� ---1 �.��.- p1I� � . J'.�'O,,�'� . .R f3riragir:g�uraticv ta ti,�ltt. �'"' '° oa» . 10250 Ph19pP P�`�'aY �'��`,:°� Streetsboto.Ohb M241 ��"p�3�I� i , �'j �m=¢� ti.' _ O d"t.'8'3 S , �, �// �� b� � � � � "Premium CS'T i j �� CAS�MEf�T 1�VIND�OIN �� ; � � �� rvoru-�MPacr� �� . � $ z� s , � a � , � � >.a� I .� . GENERAL NOTES � ; � � ��,{f.�t i y � ..p g iaf� r . p� ro i7�1'fia.t�e`Cs�"6vafUCt9tfdrttitS'trt'CDrPijStldYi�ew}I ` �n ; 8uit�ng Code{EBCj slructurol tr�quiremenis exctuciing the"ttigh Vetociiy \ � � � Hurricane Zone"{HVHZ}. � � � � � � 2. Proiiuct anchors shall be as�Sted and spaced as shown on defaiis.Anchor f ` embedment to base materiol.sha�be beyand wo0 dressing or stucco. � � a � 3. When used in areas requiring wind bomg iiebris protectidri lhis product k � requ�ted to be protected wittt Qn impoct resistQnt cavering thafi campies wlth ��'y Section 1 d09.t.2 of the FBC. o � � �� 4. Por 2x stud tramir�g canst�ucHon,anchoring of these unNs shtiil be the�same as �, � thot shovm for�buck masonry conshiiction. � � 5. Site cond'�tons that deuidte from ihe det4ils of this diawlnp requTre further � englneering analysis 6y a�cerned engineer�registerecl architect. _ --_-_ _` - .-.: �;. . � � �._ •�-;'; <:y::--MAX'� � :;Gt�s,',:"`:�jyr�sn��,p#f1:: �" 3 » �`�-=•FRAII!€�,--`� _:rli.l:i��"�?`,;;, , .,., „-. ..� ,.....:..r ,. -_�+tBNStGAi�'- "�1TA+lENSK3Pt=- L��-': =f.�i3filltft:='�atEG'+#tti+8-: ° � : ., $ T�� '.� ..t: :s�;�.:..t:i.:.=... ._...... .. _. � 4 0 •s s�r�r� nascR►mori :�.u'��:o' 2s.sx'3f.s' ci +70:0 -7'0:0 ' � ° � t Sco}e dea essure5 aid generai rtoles - oisi: 7_&`!.2. z a z tsarzantoa�verncot«os sect�om �a.o*'x b�:8` �zs:s x 6bs' c1 +�:0 =�i'!:0 � N.TS., o s sec 3 GnC ' da�sn JK _.. m �P s a a mot 1s��rnmponems o gt�ns sta�s �3a.G"X eo:7' 34:s^x a�3.s^ ' G2 +50:0 -5fl:0 °,K.�` �s a OFAXYhYi lDDS N ,k� FL-15779.-1 0 a am t ar�5 � a � . Hanvare Notes: I.Snubberlrefoir�rs tocated as fa�ovrs: 1-it�"M�N- ,,} 3a°tmme netght: ��j at jarnb cc ��.t�•) g ` 6T home height: t3)15.25'from ends a ai Jamb CL E � S�t�� f 80"frqme helghT: {3)20.51rom ends&at Jamb CL A -,. . °"., z^�o�t`� � f� 2 MUII�lO(Ti�(OCkS W/k2CpCSS 8 fi8 bOtS 14COIBC�OS{OIIOWS: E s ' .,. ' �`�`�o t'i ' �a°hnme hei�ht: t2}ar a.s�a 2v°hom�'n j . . � • � �W g x ,� 6T frome helght; �3)at 6.36°,3A35'd,60J5'from sGl ' � ,`'� ` " • ��n a� a 8(Y'hame helght: R3J a16.38",30".52.63'�7263"from s1! ,' � m o,� ° 3.4petCriot(1)loCOted on 53t,16.S from jamb. .+ � Z a � �,�•;n`�i 1 �� E � •= 5.�� m LL Z v X 2 BC `f.. �oo � ma°'��a � S� � 3 a � �.. � F s � o� � � 3 � �8 2 . c.� 8 _ ° � , � � � � , � �i% �z � 2 Q °p � ��, z G� Z 3 C G � °� 6 G2 Gt � m �y See Note I i � �� 2 3 VERJtCAt CR03S SEC1tON � E�EOR INr�Ritx� r� � °v Z shown w11 x buck � o � 1-1l4"M1N. 1-114'A+SIN. 62 Csl ' F- a n EMB.(il'P.� ENB.{TYP.j q See Note 2 See Note 3 � � g 1 � E 2 O D � -� '. Gttc� :: � flJTERIOR ' �' ' �� 3 � .� � �� o . � . C� o `W' `:' g �I '. ��. � � � � • � .. o � • d � �,,; u �.,, S z � . � ' . G"..� `� w � ' .. Gi � E • +• , .A" ` •, o � .. � a � F �2 GT � ,� a . . . z � •e � C 3 2 �a 2 3 C H are: 7 6 12 i W O(IERtOR srxE N.7S. ° LL � See Note 1 � �~1�ERIICAL CROSS SECTlON °10��'� �K ID s 1 HORfZdIYiAI CROSS SECTiON 2 HORI'IONTAi GROSS SECTION - �� -� 3 � x 5hown wJ iX bvck � Shovm ditect to rnosacry 2 Shown w/2X buck ¢ aanw�ffc r�a ft—t5779.t p a si�r 2 ov_,,_5 p � � . N �� e g ._.�f �� =�Jn�cP� V I ��•' 4m W O �ag = � � a �;' � ��"�� d v'� • �>� o J 9 ' , � �$nma$ E 0 2�� $ I�P) D �� 9 �E S 4 4t 'aam°� 9 a> lYP. �^, z� � �C. � K riU � '�. ' � V� � � ' • BUCK � p � 3 � o ? 11P. �U Z o OPBJMG MASONRY �� w � � BU K OPFNING ? � v a 1 m �w z o i - o . � & a ` ` ' a m ,t... I '�,� . � oi � oUCKAHCHORING SUCKAHCHORING � 36"X 48"MAX. 36"X&1'MAX. Z �' o y � CONCRE7EANCHORNOTES: � � 1.Substilufton o(equal concrete anchors trom a dHferentsuppi(er may have o d(Herent edge dCstance and center dstance requlremenh. � 2.Concrete anchorlocatfons at fhe comers may be a�usfed fo marNain e � fhe min.edge distance to mortarJofnis.8 convete anchor locoflons b � rrofed as'MAX.ON CEMTER"rrxut be a�usted fo maintatn the min.edge � „ d'atance to mortarjoinh,addlttonal cortvete anchors may be required to �' � ensure fhe MAX.ON CEMER'dimerufons are not exceeded. � ; $ 3.Concrete anchor tabfe: o a �° .: . . .. ......:. ...... .. ....... .. .......:..:..:......:.:.....: ...: u _... „....,. . . z � ;pltCHtklf ANCI'�01f-;'..;-;MIl7{:_..:;>NUK_:C��AR_AN£ff►U:;i;MIIV;.G1FdR!�.ItCE;70?; a�tE: 7 6 12 z_° � TYPF 317�F ��EtieAentl' :..A1ASi7NIH`EDGE riDJACENTATiCflOR'- LLe.. .. . .. ......... .. : -, .. .... _... . ......... :. sr.u�: N.7.S. ° � rtw 1/P 1-1/s 4-t/=' �' - owe.er. ,/K m' g ELCO 1/4 1-0/r 1• f, cHC.9r: LFS 3 � OFGIWINO ND: a a FL—T5��9.� o � si¢r 3 oF 5 � � € �$ � n n � Z^ �m v m ��s .�o � � Z '° �a�_ � � • 4 ' . � 7=�z°� d .�., "n g � � t � � o.� � � ��' I � � p n o= o *`•. � 2X BUCK � �a� �S € F � . I - - - � � �� G 1X BUCK ?X BUCK � — — p 2x auCK °°� H DMIA50 RO 8 � �� .. �� G IX BUCK FRAME — 1'fP• — � 2X BUCK �� '.,•� DIRECT TO � • � FRAME H MASONRY v� v — nP. — _ _ g ? —1- ^ o z . � x MASONRY MASONRY °' 3 � � OPENING _ OPENING �� MASONRY —� � °_Q,� � � � OPENING 2X BUCK •a �`� o FRAME _ — F 2XBUCK — — � — — � • b� a a G 1X BUCK + �O � H DIRECTTO . �� ': , � o MlSONRY •,.' ,,. � TfP. �N FRAME ANCHOItING FRAAAEANCNOMIVG FRAME ANCNORIN[i �"x�° � 36'X 6T' 36°X 80' � Z a o e � � CONCREfEANCHORNOTES: 1.SubsNfuflon of equaf concrete anchors from a dlNerent suppifer may have � o different edge dMance and cen}er d'atance requiremenh. � 2.Concrele anchor IocaHons af the comers may be�usfed fo moinfatn = fhe mtn.edge d7stance to mafor]olnfs.If concrefe anchor locafions � noted as%NAX.ON CBJTER"must be adusfed fo matntain the min.edge W = d(stance}o mortarJoinfs,addiHonol concrete anchors moy be required to � g ensure the"MAX.ON CENTER"dimensions rne not exceeded. o ; e 3.Concrefe anchor table: o 0 � — . _ ... .._. . . 3 `�CHdk%`-iYNCk6R::... oc'MIN.:,,':;;MtNii_+�AqANG#;7Q::iN1N;:.CtE4RANG�'f(7�'. Z u N ......_.:.:��:..:._..:.,...._,.. .. ..:.:.:...: . .... . _....... ...:.._.......- duE 7 6 12 2 a :::TYFEi. :;:S►!!`:' -;tl�iB6tt61Eelt:;� 1y?IS4MIlY.�AraE> -'i�RJ1t'CENf`�fA1CHG1��: � N.T.S. ° � rtw t/P. . ...1-1/1' 4-1C!' Y owo.ev: JK m � ELCO 1/4' 1•1/P 1' T �'�' � 3 oR,�a�w w: a 'o FL-15779.1 N 0 � s ' s+Etr 4 aa 5 � _ ,� i @ILL OF MAiERWLS �iEw• oFSCRRitoN MAIEMAI 2.3T o e W A 1 X BUCK SG�=0.42 WOOD n o n �$ B 2XBUCKSG>=0.42 WOOD i� �'m ;;7 C 1/4"MAX.SHIM SPACE - 3'� a �o`�_ �Z D 1/4"X 2-3/4"PFH ELCO OR IiW CONCREfESCREW STEEL ° n,� MASONRY-3,192 PSI MIN.CONCREfE CONFORMING TO ACI ��g� a E CONCRETE �'��„ g 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 �Q z m �_ F #l O X 7'PPH SMS $�� , m $�`°� � G 1/d"X 2-3/4"PFH ELCO OR fTW CONCRETE SCREW STEEL n ° °c Z�� ` x H 1/4"X 2-1/4"PFH ELCO OR fTW CONCRETE SCREW S T E E L � ) I � Q �o�m� _ 1 AWNING MAIN FRAME' PVC � L J 2 GLATJNG BEAD' PVC `� � � � ;o � 3 AWNING MAIN SASH• PVC � � � �° 4 L O C K H A N D L E A S S Y.(MULTI POINT LOCK) g�� •�" S 5 SNUBBER - �Q� 6 SNUBBER REfAINER - 7 AWNING OPERATOR $TEEL a� 8 #S X 5/8'PPH SMS �� 3 AWNING PRAME o ��-'o 10 LOCKING BAR RETAINER CLIP $TEEL � 27 #8 X l�/4"PAN HEAD SMS ��, ° � 33 TIE BAR LOCK PIN $TEEL �� m �'�` MAIN FRAME -�j Gy�i+ v °THE APPROVED WHRE RIGID PVC EXiERIOR EXfRUSIONS FOR WMDOWS ARE TO BE PRODUCED BY ' �y � � � EXiRUDERS L�ENSH�S IN"AAMA CERIIHCA710N5 PROGRAMS FOR RIGID PVC F�(iRUSIONS'. � m 'O a a o j� 0 d � 1/7'GLASSBfTE 1/Z'GLfS58ffE Z GUIINGBEAD 3 7/8"THICK 7/g`7F{�( � � 3/37'ANNFALED 1/8"ANNEALED z �� d � � � �°, a AIR SPACE � AIR SPACE � g I�'�l ��':a� r1 f--`�1 r1 �.;,�z,� s � ��y �u � ��}�� :N.'.:1 J l'�;�1 2 „y .�}.� m W � � 3l3T ANNEAIm � 1/8"ANNEALED o � a O a 'Q Z u `¢ �+�: 7 6 12 i STEEL NTERCEPTSPACHt SiEELINTERCEPiSPACER s" s�: N.T.S. ° ` 1/7'GLADNGTAPE 1!Z'GLAZINGTAPE owa.er: JK m E GULPfG DEiAfL GLALNG DE7AIL � Gl G2 n�w a,�: �FS 3 y DRAWIMO Iq.: a G A 6 FL-15779.1 0 � s�¢r y5 avy5 �' d � r londa l3uildmg C;ode Unline Page 1 of 3 . °� ,- � , . i w.;�,�«.i',�'.-;�'u!`n' �'?':!'7�"�' .-^""� �3--?a'^"rs'c- :. . +�s.,^^"�'r^"T�"�-'r '�-^.x - . ' 1. ..:a�?�',-��'«;�,%:. ':`�z�r',,.,ro. ��E;. .�,*;i--^ 'tiT::` �:_x 3..ae t,��+- � � - �' 1 ,_;r,E_ t�'. 5`•'��-"•" A°e:_►�_ ;�.a h��`�V':� ."�i..i.2.;'�;'�.{I � �zY t ;`�?`�.:'::i':"' 1 d 1`' �{„� C��: � J. _ ! nl .,F.;4:, v �d r"M,',ti, t4„"`,..�i,l�;�"��„r?q4a�tst.r %+T✓�'1.,;,..r.Y�:3"1:'. s!.E.- �.R ��;t;;:.- .:4. �, ,.:.g;:, �v>� EY r-"t r �� r ,h�7:Y's�- {. '��:=tsa'.;;:i��. �c`-':'ss`,;-� ��:»'-h':ws.--F�"'t-' '��^' o?$�.' -za ;?i'�7' �;!.,��"�; �� ' ',�..�. • „,`3:^�;'M, s�d?�'"`'. *'�„i',<:aaaa ,'� •,�. .�:._ ��;'�'TM �� fl ,�rj+'�'� �.z� ?��!;"'�'r?'i` 4' .,f�'�. �°.�.{� n .�"� .�,..a,,,'� ��,' ~1=�� a,� ;�..,'M'3 Ft s �'4 a �, � a � #_., f'.-� ,�� .t'�`�S,'1'� �.�. :Y � .n m��''�` :,�,��'f�t b;,��'� �'��y �9 T+��, � _�' 9 • �;:� }��"w�`c:v. � - t:=;�.3'�'t,^, .r. ""'x' 1°�'� ,::.r� a-.,,r"� -5. � �.�.. s,.-.,•,<.�.';�� (3.!`� _ M ��;.��e.k",.,�c,,:w;..q;:;.��r4:,.r,�, ,��„,:kt�,_T�' ">"�:��I�s�s".� v��x�a�:'_......aa,�'�:r �='�;4:°� '.:..�t......:'.£':�,;,,_,c��'.L!fi`,ii`-..:...,tai..`,57i_:.�':Se�:`a."r..,:'.•.,�.,.�i.-.ts d .. � - �i}(1da(�2�?al�fTlEil�c' HCIS Home � log I» ( User Registrat(ost �Hot Toplcs �Submtt Su harge t Stats&Facts C P�b3tcations �FBC Staff �BCiS Site Map 'Links��Search � t��n�� ) .rv _ Professi�� 4�`ry;�`��'��""��/` Prodtsct Approvaf � , �:.J USER:Public User '� f��t��1011 �� Pradud�AOflroval Menu> A ti I S rt > I i i >ApplicatiOn Detail '-�35�,�n*�'�cis�-r.�+y� �..J .- �. �� a_�;,.,� FL# �� F 157$0-R3 �� , ��x�,��x� �� :�«��,a,...�x..�,�,:.,�. Applicatio T e R vlsion ` Code Version 2 SO ��,�J Applicatian Status A proved � Comments Archived ��=� Product Manufacturer S ft-Lite LLC AddressJPhone/Emai1 1�250 Philipp Parkway S reetsboro,ON 44241 ( 30) 528-340q Ext 1109 jt nker@soft-(tte.com r",` �r - Author(zed Slgnature Vf ian Wrtght ,�� ri kw@rwbldgcansultants.com � _�,/.�"� ; �t Tecfinlcal Representative ��,/`� AddresstPhoneJErna33 � �,�� ' �' , Quallty Assurance Representetive � Address/Phone/Email Category ndows Subcafiegory D uble Nung Compllance Method E aluation Report from a Florida Reglstered Archttect or a Licensed FI rida Professlonal Engineer � Evaluation Report-Hardcopy Recelved Florida Englneer or Architect Name who L ndon F. Scfimidt, P.E. developed the EvaluaCion Report Florida License P -43409 Qua(lty Assurance Entity F rabaugh Englneering and Testing,Inc Qua(Ity Assurance ContracC Exptration date i j31J24i4 Validated Hy R an 7.King,P.E. L' Validatlon Checkilst-Hardcopy Reteived Certiflcate af Independence F 15780 R3 COI Certtficate OF Inde endence. df Referenced Standard and Year(of Standard) S andard Year A MAJWDMA/CSA101/I.S,2/A440 2008 A TN1 E1886 20d5 A TM E1496 2QOb A TM E1996 20p9 T S 201,202,203 1994 Eq�etvalence of Praduct Standards Cerktfled By http://wvvw.floridabuilding.orgfprlpr app_dtl.aspx?par =wt".xEVXQwtDqt3e1SA1nEOVV... 1/31I2014 �larida Building Code 4nline Page 2 of 3 $ , . x . SecElons frorn the Code . Product Approval Method M thod 1 Option D Date SubmitCed i /10/2013 Date Validated 1 3QJ2013 Date Pending FBC Approvak 1 04i2013 Date Approved 1 13J2013 Summary af Products FL# Model,Number or Name desc�iptton 15780,i a."Imperial LS DH12"Doub e Extruded PVC Double Hung Window-(X(X Conflgurat(on) Hung Window Limits of Use Installatlon Instructi�ns Approved for use in HVHZ: No FL15780 R3 II INST 15780.i.odf Approved for use outside HVHZ:Yes Veriffed By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: M11JA Evatuation Reports Other:See ZNST 15780,1 for Design Pressure Ratl gs, FL15780 R3 AE EVAL 15780.S.adf any additionai use iimitattons,instaliation instructia s Created by Independent Third Party:Yes and roduct articufars. 15780.2 b."5400 DH54(G5405)"Do ble ExCruded PVC Double Hung Window-(X/X Conflguration) Hung Window Llmfts of Use Insta!lat9on Instructions Approved for use in HVHZ: No FL15780 R3 IT INST 15780.2.odf Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmldt, P.E.43409 Impact Resistant:No Created by Independent 7hird Party:Yes Design Pressure: N/A Evatua#ion Reports Other:See INST 157$0.2 for Design Pressure Rati gs, FLi578d R3 AE EVAL 15780.2.odf any addltEonai use limttatbns,lnstaNation Mskructio s Created by Independent Thlyd Party:Yes and roducC partEculars. 15780,3 c."5400 DH54(G5A05)" Do ble Extruded PVC Douhle Hung Window-{X/X Conflguratton) � Hung Window Limits of Use Tnstallation Fnstructions Approved for use in HVHZ:Yes FL1578Q R3 IL INST 15780.3.odf Approved for use outside HVH2:Yes Verifled By: Lyndon F.Schmidt,P.E.434Q9 Impact Resistant:Yes Created by Independent Thlyd Party:Yes Design Pressure:N/A Evaluatlon Reports Other:See INST 15780.3 for Deslgn Pressure Ratin s, FL15780 R3 AE EVAL SS780.3.adf any addittonal use itmitaktons,installation instruction Creaked by Independent Third Party:Yes and raduct particu(ars. 15780.4 d."5300 DH53{G5305)"Dou le Extruded PVC Double Hung Wtndow- (XJX Configuratlon) Hung Window Limlts of Use Installatian Ynstructions Approved for use in HVHZ: No FL15780 R3 II Inst 1578Q.4.odf Approved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmldt, P.E.434Q9 Impact Reslstant:No Created by Independent Third Party:Yes Design Pressvr�:hiJA Evaluatlon Reports Other:See INST 15780.4 for Design Pressure Ratln s, FL15780 R3 AE EVAL 15750.4.ndf any additiona(use(imitatians,insta(tation Instruction Created by Independent 7hird Party:Yes and roduct particulars. 15780.5 e. "5300 DH53(G5305)" Dou�le Extruded PVC Double Nung Window-(X/X Configuratfon) Hung Window Limits of Use < Installation Instructions Approved ffor use in HVHZ:No FL15784 R3 II Insk 15780.5.pdf Appraved for use outside HVHZ:Yes Verifled By: Lyndon F.Schmldt,P.E.434Q9 Impact Resistant:Yes Created by Independent Thlyd Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.5 for Design Pressure Ratin s, FL15780 R3 AE EVAL 15780.5.adf any additional use Iimitations,instailation instruction Created by Independent Third Party:Yes and roduct articulars. Back Next http:/1www.floridabuiiding.orgJprlpr app_dti.aspx?para =wGEVXQwtDqt3elSAlnEOVU... 1I3112014 Florida Building Code O�ine Page 3 of 3 a . , ; : ConWd Us:: 0 No Mo r et Ta i ass e L 3 Phone:SSQ-487-1824 The State of Florida Is an AA/EEO employer,C r ht 2 ta e la a.;•PHvacv Statement::Accessl411itv Statement::Hefund 5tatement Under Florida law,ema!!addresses are pubilc records.If yau do ot want yow e-maii address rnteased tn response to a pubiio-records request,do not send electronic mail to this entity Instead,contact the office by one or by hadJtlonal mall.If you have any questlons,please contact 850.481.1395. xpursuant to Section 455.275(i),Florida Statutes,effective Odo er 1,2012,Iicensees Ilcensed under Chapter 455,F.S.must provide the Department wFth an emat)address If they have one.The emaiis provided may b used for o�dat commnMcation with the iicensee.However emait addresses are public record.If you do not wlsh to supply a personal address,please pro Ide the Department with an emap address wbich can be made avallable to the public. To determtne If you are a Ilce see under Chapter 455,F.S.,please tlick ere. Prod ct Approval Actepts: * :'� � eChKk � i, curl *u:raa�c, a http://wc�iw.floridabuilding.orglpr/pr app dtl.aspx?para =wGrE�XQwtDqt3elSAlnEOW,.. 1/31/2014 , ___- �'��'" � . ;:.��-��:" �� 1�� n �. K, �. a. g M.�1y� i�" f m 1,I i ...:t.`.��.; i+} n�c°�p' .i4,14��r��T T Y �j.��W Z�7'2 p e SEE.CHARPfOR �o�a�\ a �ringirag quutity tv tight. � �r��s�z�s � o��.,E`.� . . 9 1025DPkuTiPPPcikW!2Y �"N'=°'S � Sheafstsoro,Ohta 4426I S$g�3 � p �: _��...,�. "�.. / �m 0.A.m Q� tt �..��oo �r��t ��o�� ,�1 � � �� j D�� r�cr�►� �r�r�r�o�v x � � � „�ucinr-oM��cr� � � �z � '�� o� c��at Na�s � 3 � �� ? , � - 1. Tliis pro,.duct has been.evalupteriand is(n compliance with the 2Q10 Floridn � ffl i 3 n BtrBciing Gocle{�BC}sfinrctuta(requrreinenl's exctudn�the"High Vefocify u , o: � �'� Hurticane Zone"(HVHZJ. � �`� � �� 2 Pradirct anchors sha0�rss,Gsted and sPaced as.shbvun on detali's.Andhor j 1 a � Q a � a etk+l-spoA be-beyend-wail•Eiressittg orituc� . � F � � 3. Wherrused in,areasfequidng wind bame.debcts protection thS:prodVCf is /� � req�i'u�cJ'f'o be.prbfiec#ed with an impact res�stanf covering ttrat.compGeswifh � � 5ection'.'i b09.12 0[3he FBG � d. Faf2a�stud froming corufnrc#ian,ancharing af fhese unitsshtyq 6e:the sam�as � that;ho,wrt torDi bnckmasaq.ry construcfion. � �� 5, S'�te condit(ons thatdevlafe frorn ihe detalk di this draSvingiequke Further � eng(neering analysis bya licensed engirreer or regisfered.archifect.. c . � i " raei�oe�coNrEnns � � SNEhTII OESCkIP7tON �ii'_b- :"x,��-,..�h�-,{��t�;�,-",��:�a;a�:,m �,i.:�' (j `?" p � ��v,:�ti �, �' av s:design P�sst�esan ge no es ��r�° �` �� ` ��. �„�� ,� .� � ,. 2 Ha(zonfalapsssecfions � ,c,�� `,� ,�",�`, �' �� F �- o � '�' 3 Verticfll.cr�sstecti9ru ��. _R.J,�+'!�=�,�. ��:R��'-.'�;,.s�vz -�.��.>..� � o 4 euc an meanc n� 520"XZ2Q" 43:7T`x32.Od' G! +t��.p .Qs.p '. �`10/72 13 a �: 5 H�3'oF mbteibGs,crnpponenis and gtar2ng det+�i� � N.T.S, � LL: c�v.sr: JK �' � aec eh: CFS � � a�xato Noa `� FL—.1578p.4 0 � s�r�oF 5 � a }i � �-yta°Mrr�. ....3 �ncB.tzrr.f . :_„_ ...... ,,,,_ � 3 33 E N e � °o n .� �� INtH2tOR A z'�' �,� �' /,/� �^�o �$ � Gi 8 G ' �.Y� o��w � �ou D a N�� o i ' 2om o: ro 2 � SV' ° $ C] u � or S�ti D� � = o � � 9m�D . ; tn'PJ 8 e o s r � � a a a m°�° � 2 � v° Q ' �` c �/f � i 2� � z— (� � '." 3 � �� U� 3 7 DETAll.1 g x aa , . , � i/% a Gl �� 3 �, ' dctERI4R g � 27 � K °z �G Hardwdre Notes: 28 3 z W 1.Locks(2►located on lock ro1 w � N N l�'trorn each Jarnb. � � � 3 YERACA!CROSS SEC7t0lV � m � 2 Shawri w117t buck � `� i o 1-IJd'MIN. 1-1/4"MIN. o � � EMB.(TYP.) EMB.(NP.� � N o n 0 � SEE�ETAtI.t � a a ° � m � - � " � F $ $ 8 � + Gi G1 � IhITERIOR , � ' i . . � - a c5 � n � � � ` o , a ` .� �'i : • '....... � � . . . .. - � ��^ � o e .. . a � 'w � 0 � ....I� •h . � , � o� ao • ., � � II � w 33 II ¢ � n �,i C'i � ° q J � p C y� 8 9 IXTERIOR 9 B 2� 27 C G °z $ r 28 a,,E:ro �2/ts Z LL 1 NORIZONTA[CR05S SECTION SEE DEfAIL 1 �1 HORfZQNTAL CROSS SEC7fON � N.r.s. � � 2 Shown w/?X buck 2 Shown d'�rect to masonry �.B�: JK m � cnK ar: LFS � � pW.wixc No.• � � FL-15790.4 0 sx�r 2 oF 5 g a � NOiE � 1,Item�30,Sill Block,must be installed flush against E , °` :• ,• ihe uulde edge of fhe exterior frame leg. � W � � Gl 11 z� `�h� m �01 W .(� O p , FXTERIOR INTERIOR �"g 01 �z c = B ia j.no��.W �� 9 >>.°i�� a C �f5° � on°m T� r �u� 'O m �Y •°5V�9 o � ,z'o3 N � ❑ 31 _ Z �-{�c F Zy 34 0 9 0°$s�LL � L _ �� d m d a m.. a o� �a 30 c� ` � 'u J s �� V � �o �o o❑ � 4 SEE NOTE 1 E �" 28 ❑00 � 5 E . • ' - , � .. � 9O` � � � • . • �. . . ' o z 2� INiERIOR � � atEelOR G1 20 z �`�' �VERTICAL CROSS SECAON W � �� 3 Shown Direct to Masonry J � 1�a�v, m w >�7 � 26 o d � 0 �O 7 `~'V' o G1 11 ° o '- 2 PER KEEPER _ D(iERIOR a � 23 INTERIOe _ } � m �0 IXT6210R INTERIOR � 6 G1 �� . 3i 9 � ' $ 31 28 29 32 . � 32 O � 9 2 30 ^ 29 iD 31 32 ° 1 VERi1CAL CROSS SECnON ❑�� SEE NOTE 1 � � � 3 shown w/2X buck L ?a 30 � � 2 oac� z� g `� SEENOTE 1 �� 9 D "�w �� E • � . . ' , E � a. ' - � . � ... o � � � .. _ .. m '°n. ' .r• :a . , . '. .. . O o e . . _ . . Z � � H , w,E:�o tz 1s = 0 LL ��VfRACA!CR05S SECTION [4�VERifCAt CROSS SECTION � M.TS. � owc.ar: JK m a 3 Shown w/2X buck 3 Shown w/1X Buck � a�.er: I_FS 3 orr�wMO Na: p � FL-15780.4 � a � SNEEf .3 OF_y N d -- � � � • ° °.n �i r � ^ i� 'om \e I 1�`^u'o h�1 z' � � 2 6• �tn a �W � �. (TYP.)� �� N'� a • � •°�� • � oRm L�E '•. � ` �J' � ciw . a 9 %� ES \� � � m r S �oo ' � m d`a�e � � •' 2XBUCK F a o � or TYP. � � �� y( IX BUCK (`, � � � � BUCK DIRECTTO o BUCK E+' MASONRY � ttP. � 1 ? M�fI�NG--- FRAME ----------- i 3 o �0 MASONRY Q OPEN NG � �BUCK 3 '" i OPENING K 1XBUCK � m DIRECTTO �a j � o C' MASONRY �I � o � � - nP. 1 `�,' �v� � Y L � � _ _� °ol m a � p i ••i. � 7(TYP') � � � ANCHORS THRU SILL L �%BUCK � ' � BIOCK(REM H30J H 1X BUCK � M DIRECiTO � MfSONRY N � � � � CONCREfEANCHOR NOTES: � l.Subsfifution of equal concrete anchors from o di(lerent suppGer may have 9 diHerent edge dlstance and center d(stance requ'vements. � 2 Concrete anchor locafioru af the comea may be adjusted fo malnfain g ihe min.edge d'�stance fo moAarJoinh.IF concrefe onchor IocaHons °z g noted as MAX.ON CENiER"must be adjusted to matntaln the min.edge n � d[sfance to morfarJoinfs,ad�Nonal concrete anchors may be required to a � � ensure fhe MAX.ON CENTER"dimensions are not exceeded. o � ^ 3.Conaefe anchor table: , g .::........ . ...... . _... r �A1�NQ1Y,;ANi^JIOR;;::..;°:;M�N;-....:;sMtN:;�,j�'A,RANG�:tQ:;;:;!!i+N_::C4�ARA:N�e.�ps,; z ° �" fi�r� 31Z� �M9EriM�ld1' Ikli(St�NRX`PDG.� �IiJA��JIefMCKQ.B':= w�:10 N T 13 0 ........ ....... . .. ,.. _.. . ..: . ........ r._. -: � rtw �l�' �a/� s-ur o�: '�K m e � �co t/a• �-i/a� �- r n+K.er. v=5 ; � oRnwwc Nos � FL-15780.4 � 0 s�¢r 4 ov 5 N � — 9 d y Btt!dF hiATER�ALS 1.37' 1/7'GLASS BRE� 7/8"THICK � N �.,,� ((�� AARt! MAtElttAt � IJB"ANNEAIED � 'n �.1$ A IX BUCK SG>=0.42 WOOD p,pg (� �' AIR SPACE z�� c;o B 2X BUCK SG>=0.42 - WOOp � '� a u z C 1!4°MAX.SHIM SPACE - - � � �•�� o�`W D 1/4"X 2�/4 PFH ELCO OR fiW CONCRETE SCREW - STE9, = - tv1A50NRY-3,i92PSlM(N.CONCRETECOtdFt?RMINGTQACI � �r g�A N N E A L E� •• �nn �0 0. O O Oy`a� b E ^ CONCRETE REINFORCEMfNT T�N PLATEG IMERCEPT SPACER m u n�:a$ � 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 10 �>z o N � #10 X 2-1 j7'PPH SMS - STEEL 1/2"Gi.AZiNGTAPE e �m m � � G l/4"?C�IJ4"PFNELCOOR(TWCQAICREfESCREW _ $�E� G1 GtADNGDEfAtL � aa� o n g a m d a m n a H 1/b"X 2-1/4"PFH ELCO OR ITW CONCREtE SCREW - STEEL �„ � � � a p £ J #10 X 3"PPH SMS - STEEL n� u � �� K 3 J 4"X 3 3/4 F F H E L C O O R t 1 W C O N C R E F E S C R E W - S T E E L �-� ^ � L #10 X 1-1/7'PFH SMS - STEEL Q,QdS' � � y M 1/4"X1-3/4"PFHELCOORffWCONCRE7ESCREW - STEEI. �ao� 0� � � i FRAME' 1d002 PVC I-+-1S1°� �,,�,_ o� 2 SIIL• l OQ03 PYC Pt,qtN y'�tE 4.24�� q o� 3 SASHSTOP' 12054 PVC 8�--- � c.�o d HEAD ADAE'TER" 12001 PVC 2 Sttt � r r,;z 5 KEEPER HANDLE RAIL' 110Q4 PVC �+ m �� 6 KEEPER RAIL' 71006 PVC i N �� ' 7 lOCK RA!!` 1 tOQ5 PVC 22b` o � �Z ' 8 PLAIN STILE' 110Q7 PVC —'4-24" � a� � 6 I �� o p¢ 4 GtAZING BEA4` 12126 PVC �� , )4 RBNFORCEMENT{6Qb5 75 ALUM} t4Q3504 ACUM. � �_ _� �r"'�.. � i.�"',, � � i l LOCK HANpLE RAIL• 11004 PVC �p° „ � Q� m _ 4 j _ N II �O OQC�7❑�, � 21 LOCK KEEPER 46014 - � �� "��5�� E�--i.ld"--� ¢ 23 #7 X 318"PFM MS(KEEPER SCREWS) 48016 S,TEEL KFEPER HANDLE RAtt � 25 TIIT CA7CH d700d/47010 - 5 . 7 cacrc Rau 26 4i6 X 1"PFH TEK(LOCK SCREWS� 48000 STEEl. �.�--.—.3,�5^—..� � � 27 WEAiNERSTRIP�0.250�'SINGLEFlNPILEj �� ' HEADANa.tan�a ° 28 WEATNERSTRtP(0.350"StNGLE HN P[I.E) 140d504 T A "' � 29 BULBSFAL 14401XX �' 30 1/4"X 7'X 6"LONG P[ASTIC Slll BLOCK A85 a � 31 PlYOT BP+R 540d204 ST�L t.86" � 32 #6 X 1/2"PFH TEK(PIVOT BARJ - STEEL 0,63" o 33 BACANCER BRACKET 7066XX � Z � 0 2.26" � � `tHE APPROYED WHtTE ttIGIQ PVC IXTERl4R ExiRUSSONS FOR WfNDOWS ARE FO BE PRODUCED BY a EXTRUDERS UCENSEES IN'AAMA CER11flCAl10NS pROGRfUAS FOR RIGID PVC EXTRUSIONS. � �� n� � �� p � � u � � 1.3T o 0 4J� �l ^.. Fn o n -" 4.dd5" R z � �7 OJ3" �0.�p wh:10 12 13 z° 6 � � O [a � s � � y � N.r.s. g d � � ,o �-'�I Sl'-«-� }..-1.76"---� owc.sr: JK m �n ° g o o°- HEAD ADAPIER [OCK MANOLE{@A!L KEEpFR RA!! �'�' � � SASH SPOP q GLAIiNG BEAD � T t d murrr+t�Ho» P /"�� FL-157$0.4 � � � g sncFr 5 or 5 � d = Ftarida Building Code Online Page 1 af 2 �'�� . �.,-�- �r.,,--�^�c°�r�;.,,��,^T*�^� . �,pw. -;°�'--�.� {:: u.. •�;."..y'+''-��^� * �';,i�' c��`. . ,:,�;�;,�� .::i! °�%'.,'�� v. � 5,.�_;{ � ` f �.f..-A�� .=•;n. 'h:.:.x.3 , j��.'t: c' A� 2 , .�` ia�: 0. .4 rtiG S:;�i`.'.,r*,. •9•�, � a�FS�+ _ ':Ei:��°��;:ra9�;+c�afx r ..; . �� fi_ �� ,� } + -� � �� F�a� �}'.��,� :�w ;; g �7�`� - ,f- b�' ��«-2:.'�. 4:.�.-;",' a �:: '- `.��t��"��.��k�w°.�.�'�`��.;'h�"�'�#��,��`�.,. ��.*.,..%_`��`�'.;.~' �v,�:_ :. . �,, ,. � .;;<• ,�� z�� ^��, �`;. �.� >, _..:�:,:....._.<_s__.�...�..�,_��..:�.....,...,<_�.�., ._..�.�..__.,�.�. .....,�..�.�.�,d�:. �„ ' . :'�','�. {"<i ft�(;�'�a4,��;rs!�t� BCIS Home j Log In ! User Registration �Hat Topia �Submit Sur harge �Stats&Facts �Pubiications (FBC Staff �BCIS Site Map :Li�ks 1 Search � Busines �;�� wf�. P��J��t�� (;f�;`n_P Eadu�ctuk�pprovat � ��guld�it�� product AcUrova'Menu>Product or Aoolit2tior�Search>A N no Lis >Application Detaii �""- ...:�<�...�:;�.�».:.��w.� /`� }��i°�a��:''"" FL# `��-/Ci�.rf F 16Q25 �,�:..-�� Appiication Type N w Code Version � 10 Application Status A praved Comments Archived _ Product Manufacturer So -Lite LLC AddressJPhoneJEmaii ib 50 Philipp Parkway St eetsboro,dN 44241 (3 0)52$-340Q Ext 1109 jti ker@sott-lite.com Authorized Signature Vi ian WrighC ric w@rwbidgconsultants,com Technical Representative AddressJPhoneJEmail Qual(ty Assurance Representative AddressJPhone(Emaii Category W! dows Subcategory Mul ions Compiiance Method Eva uatlon Report from a Florida Reglstered Archltect or a Llcensed Flo ida Professional Engineer •_' Evaluation Report-Nardcopy Received Florida Engineer or Architect Name who Lyn on F.Schmidfi, P.E. devefoped the Evaluatian Report ` Flarida License PE- 3409 Quaiity Assurance Entity Far baugh Engineering and Testing,Inc Quality As5urance Contract Explratlon Date 12( if2Q14 Validated 8y Rya 7.King, P.E. _ alidatfon Checklist-Hardcopy Received Certi�cate af Indepe�dence FLi_026 RO COI Certtficate Of Independence.odf Referenced Standard and Year{of Standard) Sta dard Year , TAS 241,242,203 1944 Equivalence of Product Standards Certified By SeCtions from the Code � I' htt :l/www.floridabuildin .or / r/ r_a dtl.as x? ara =wGEVX wtD tFPmdYiNDWr... 6/25/2Q14 P � �P � PP_ P P Q q � Florida Building Code 4nline Page 2 of 2 , , �, .�1'�� , . Product Approval Method M khod 1 Option D Date Submitted id 23J2012 Date ValEdated l0 25J20i2 Date Pending FBC Approva! il 04J2412 Date Approved 12 04/2012 �Summary of Products �F Modei,Number or Name Description � ' �26026.1 a.Series 29044 Structurai Beam Extruded Aluminum Ciipped Mu(lion for use with impact Mullion and non-impact window products in Masanry or Wood � I Openings I timits of Use Instai�ation Instruckions ' ( A.pproved for use in HVHZ:No �L16flZ6 R4 II TNS7 16025.I.pdF � � Approved for use outside HVHZ:Yes Verified By: Lyndon F', Schmidt, P.E.43409 Impact Resistant:Yes CreaCed by Independent Third PBrty:Yes i Design Pressure: N/A Evaluation Reports Other:5ee INST 16026.1 For Design Pressure Ratf gs, FL16026 RO AE EVAL 16026.S.pdf any additiona!use ilmltattons,ir�stalfatian fnstrucClo s Created by Independent Third Party: Yes and product particulars. 16026,2 b.Series 19044 SYrucYural B am Extruded Aluminum Clipped Mullion for use with impact � Mui(Ion and non-impact window products in Masonry or Wood ' Openings Limits of Use Installatian Instructions Appraved far use in HVHX:Yes FL16026_RO II INST 16026.2.pdf Approved far use autside HYFlZ:Yes Veri€led By: �yndon F.Schmidt, P E.43404 � Impact Resistant:Yes Created by Independent Third Party:Yes � Design Pressure: NJA Evatuation Reports Other:See INST 16026.2 for Design Pressure Rati gs, EL16026 R� AE EVAI i6Q26_2.pdf any additional use iimitations,instatlation lnskructlo s Created by Independent Third Party: Yes and product part(culars. 8ac Next Contact Us: 1 40 h n S e Ila L 23 Phone:850-487-1824 The State of Fiorida is an AAjEEO empiayec C ri 00 -2 S f FI rf :Privacv Statement::Accessibilitv Statement Refund Statem,g� Under Florida law,emalt addresses are pubiic records.If you do not want your e-mail address reieased in response to a public-records request,do not send electronic mail to thfs entity.Instead,tontact the office by ph ne or hy treditional mail.If you bave aay questions,please contact 850.487.1345. *Porsuant to Sectlon 455.2�5(1),Fiorida Statutes,effective Octobe l,2012,Iicensees Hcensed under Chapter 455,F.S.musk provide the Department with an emaii address if they have one.The emails provided may be u ed for official communicatton with the Iicensee.However email addresses are public retord.If you da not wlsh ta suppty a parsanai address,please provi e the Department with an ematl address which can be made available to the publlc. To determine if you are a ticens e under Chapter 455,F.S.,please cl�ck here Produ Approvat Accepts: � �� sc ritv+�r.ru�c.r : http://www.floridabuilding.org/pr/pr_app_dtl.aspx?par =wGEVXQwtDqtFPmdYiNDWr... 6J2512014 .:-j,,,,, � ``' - -� � 12S'.AAAX.4VHtAtlFRAMEWIDtH{fWiNj +ti{ I a``}� .�M1`{` � �1�,�� ,�MUU�oH ' :� �� ' l' 'y-�y�/'�� 62'MAX.SiNGtE 62"MAX.SINGLE ��r��N �11�11�,J Y Y� UNif FRAME WiDiti dNit FRAME WiDTH � 9-�`� ��.� a ,�rir�giregc�uutity ta ti,�hc. �m E�� 1P750 Ph�ipp PaM1.way I / ��°�i�� Sheaisbao.Ohioa42A1 //� !/� SASHNOT �'� � �y/�� m yy{. LL I l S�Or�� O'��o�� ft1R CIARItY a � i 9044 ALUMlI�Udt1� M'ULL10N �� , �� ' �� g�� SLL � zy t�� o �Z ! / j o � 3 ui GENERAL NOTES i/ �/1 2 z -r• �� 1. thks produc#has been evotuoted ond�s In campt'ic9nce with the 26t0 Flmida euikitng Code � � � � (FBCJ shuCtural requtrements,exclu�ng the"Mgh Velocity Hurticane Zone'. � 2. Q.�� use areas►equi ng wind bome debris protecNdn,fhk product(If mu8ed together = �S, � wifh tmpoct iafied windows}does not requlre profiecfii�on irom an impact rescsfant covering MULLED TWIN:WINDOW UNI'fS SHOWId �� whan used in Wind Zanes l,2 and 3 as defin6d by ASIM E TF4d. {MuNtptea aTso approws+3} � 3. !n Wind Zone 4,as defined byASIM E}49d,ihis product must be protec�ed wifh on impact � d resistant covering comph/ing with Section 1609.1.2 of the FBG. � �s.%^�-i�' "��-,��.�:-,�r .�,>�' ,�::.a?�'c;':a:. �� '��'�'-'r s?��"��ar $ 4. Wood buCks b olhers,must be ;��''��'�� _ .,A� _°-` - Y anchored properly to hansfer loads fb the shucitrre and be ��;�£ ` �-=' � _,,"',,:�^` �,,��u °.�:-. a�:., � reviewed h the Bw1dm CHficiat. - < ��-,`�s?�x �""'�i �..��^+�' v�s.-=s. . 3= � MP` c a��s � Y g ��'ri�."'�"'_ � �.'� �a.- � � »�� a :a .�`u y�, _ Y �C 4 �s`a Or'� �T V Z 5. Separofie producfi approvais Ior each gluzing produd used with these muaans must be ��i-,�=' �gar',�`,. S0� 48 46 44 42 d0 39 38 37 36 35 y35 34. q34 °- �� submiNed along with th's mullion product oppravol.The destgrt pres.uuue caiing of the s�`�� - � 50 A8 db d4 A2 41 40 39 SB 37 36 38 '35 assembiy Shaii ha fhe Iesse1 of the.ladd capncity of the mullkrn as specitied uiing fhis �, K�;., , a opprova!or the de�gn preswre�aling of the ind'rv3dua!gt�ng praducis used. �-�. : �__�. 55 53 SO 4� d6 d5 +13 42 41 40 39 38 37 3� � �:�.`_�. 58 55 53 51 4R 47 45 44 43 42 41 44 34 84 6. Anchonrsg ot each gianng�roduct ta ths cnuN'ion shap be as ahawn in tha dmw'v�g or as - {s��-��-' � 59 56 54 52 61 99 48 46 45. 44 43 A2 42 x � shown in each indrvidual g1�ng pmduct opprovd,whichever is more.shinge�i. - = "' � � � �.�s„.: 6S 62 59' 57 55 S4 52 81 49 A�. 47 46 d6 45 w � 7. Mvllion anchor embedment!o base matefiat shall be beyonc!woll dressing w stucco. •� '�-"-�`°" �y � a3 bt 54 3T 55 54 52 51 30 50 -09 d6 � � � ;: : z e. Any con�tions not covered in this evaivation are subjeci to seporote eng�naerir5g ,�`�d'� 73 7Q b7 b5 b3 b] b4 58 Sd 38 34 53 53 32 � n � evaiuqiion. ',�¢-n f+� � �• i (,�,c 75 75 71 64 67 65 63 b1 64 54 58 57' S6 56 m�e t0 ts r2 � ,, ,4`{�. 75 75 7S i4 72 70 68 66 65 63 62 62 61 d0 '� N.T.s. 7 rne�aF caiv+EHrs �. �:'x- o�.�: dx m � s�Frt a�tcruvnoN s ,. �� 75 75 75 �S 75 75 73 ii 70 69 67 66 65 65 �.� � � � typ'�ca�e�evaBons.design prtswrtss 6 genera!rrotes g�'��:�"-i TS 75 75 73 75 75 75 75 TA 7d 73 72 Tt 78 oau�o xo: � � 2 Mutfion aera�ts a cfoss secHons '�'�''� u� " � �•.�_��>, 7a 75 7.s 75 75 76 7S 7s. 75 J5 76 75 xs 7� �.-r sozs.� ry swsr�oF 2 � � — � ., r � ` (�` ' �' �� O.S �r� Shown with SoN-i.tie � fized casement Uams under ' _.- ---- .---- -- --separate npvroval.------ - -- -�_ _ _�_.__ {d ea'ct�i b oPcket o � n � � ��,s � — - � �� t�� `,� � „ ; �i 0,125° y � � y�� ,�a ( ci� "'� z a §� 1.43b° � G, �� $� �� QS' �-O o p�o' 0.722" � ?rb a j�a 0.47T �, a �n��° D.i25" 'Y� ° � �� 1 HORlZOtd'fAt,GRQSS SECllQN � � � 2 anc ordrp- ° o � , asvwax i9a� � i (4)MuP�an Stacket qnctrors dQb3-TS AtUM. Refer to sepanate window oppraval for quantiiy,Ipcation R sim af anchars requ'iied io iasten window tiome to mu�an. ��d tnto sutasirote o � (See ANCHOk SCHEDULEJ �} Atamintmum,.vse#i4PPHSeif=dn�GngSM5Eacntedd"iram j x r"-'-275" each end and spaced l�"m�s.o.c..{o infn,ot 3 thieads � �o $,5� musf prohvde thrpugh ttfe mutl(on iace�. � � Y o /n�ANGNQRllR11CKt7(t8iD2I .�.,,,� � °� � 6U63dSAlUM, .�-- � � � � � � o N � � � N 'C�� V r +�f � Nate:, wtNaow uNrr NoT 2 �IORiYOMAt CROSS SEC7iON � MULUON(1404A)-l�� SNQWN FQR ClARItY Q i raugh mvlfmn� a' � � N10XS/8"PPNSMS � � �# ^ qNCH�RBRACKEf(7$102) � � �` �f �� z�-.� �g� Tµ _ $ /r � �_„'� ��P�:�o* f�~ .`.�..�.. �. ..+e-�- ~�,.� �x �;iw`ry w' � � � ./ !1]2PtHWOODSCREW ? i 'C � $ / ♦�� i•1J7'MHL t"hiPt. t-iJ2`MM. * � 5UBSTRAtE (4jMchorsrequred�tosubshate �K-�� lqo�P� °z r°� � � fSeeA13CHOR5CNEDt1LE1 y mYBUUnEXTAPCUN i•ti#.'.+:VN. 2•1/Y'atW. t-914°t�'+. mtiE:!Q 16"12 a p-.,air�r n `� 3 APICNORBRACKETDkTAlL � w ts-ttt�tntn�tfsc �Ma+.ofan�as � N.T.K m' � �loXS/9°PrHSMS 2 ��.` �'s� saFa�ScREw �s°�.�cuc�� ''M°�!' tarrM,u. �.�,: LFS ¢ (2 EACN FACE} .. � eRac�r-ro-MUCCrnru v�ra� ,moQ�1��.�osst °�„"�: � cowcrc�cosn�o�cro,iciaoi�a�es�nvs.�aRNauawa�acrccanwRna�vcroasrrncso FC-aso28.t S1F&CANFORININGTO ASTM A653.16 GA,.O.OdU'MM.'iFtlCKME55 4Fy=33.OD0 P51.fu=�.5.D00 PAj t�c �y' sxEtT 2 aF,7 4.� � S � - � . - . . , 7 S �1TE OF FLt1RID�4 QEPART�IlE�T flF BUSlNESS AN� i�C3FESSI�NQL REGiJt.�4TION .� . CONSTRUCTION INDUSTRY LICEN 1NG BOAR� (850)�87-1395 �. 19�0 NORTH A�ONROE STREET TPtLLAHASSEE FL 32399-0783 LtPPERT,THOtVlAS MERLE NOA!{E PERFORMANC�ALLIANCE, INC. 1586 BQNAIR STREET CLEARiNATER FL 33755 Congt�tulatlonst VYtth this 8censay�►become ane o?ihe neary .. _. - .�.<,.....,�..,:�.._,:;._=_,_. _..,.:. ._ . .. one rm'1Gon Floridlens li�nsed by the Departrnerrt o#Business and 'STATE OF FLORtOA Professional aegulation. O�r prafessionats and bustnesses range � DEPARTIUIEI�IT QF BUSINESS ANO irom a�itet�s to yac3�t brokers,frorA boxers t4 barbsque restaurards, PRL)FESSIONAL R�GULATIDN and tttey keep Flcuiria's ecanomy stron8. s ,., : - �,�... , CGC7508828 .,• ` �;,1$'StJ�fl:_, i4l18/2013 Edery day we work to improve the way we do businesa in octier to �x- �. _ serve yau better. Fcx Informa4�about our seniroes�Atease Ieg onto �,• � p . � wwwmyflorldalfcer�e.com. There you can finQ more mfatmatlon CERTIFiED GE �RAL.CON1'Rk�T�SR about our dh+isions snd theregulatl�rss that impact you,subscxlbe UPPERT,TH��;MFR1:E'�°' '_.•,,=: ta depa�ment r�ewstertters and tearn more about tfie Depar#manPs NbME PERFOI��O�7GE'At:i:laiVCE:-i�iC ini�tives. ::.l-,.a�.,��J,�• . ; .;=;�� . Our rr�ission et the Depa�tmeM�:Licertse Efficiently,Rtsgulate Fairly. .. ° 1MQ 4ro�1St8 S�V2 M SONB�+OtJ bEtG@l50 UIH:}/OU C8t1 SEN6 ypUf 1& CERTtF�EO n�der th� rovis�ona ot Ct+489 FS. G@ customers. k yau for do�ng business in Florida, e�ro�,c,t� �u�a�.zm, p �18t11DOWt452 and cor►ytatul�tlens on your new li�nse! . l'he Department of Siate is leading the co memoration of Florida's 60Qth anniversary In 2013. For more information,please go to www. �vaFlorida.org. �YdA�i QEfiAC HERE R1CK SCOTT,C3011ERNOR $TA'�E�F LaRIDA ��N.SECREfARY DEt�ARTNlENT OF BUSINESS AW PROF�SSIt�NAL R�GtDLATlON • CANSTRUCTlOt�INDU LtCENStItilG BOAl�D �� . . . . CGC9508826 • � TheGEPIERALCONT T4R ; _ , Named belaw IS C� FI�D � lit3der the provi ions f Chapter 489 FS • Expiration da : AL! 31,2014 � / ; LiPPERT,THO ERLE. . . . HOME RERFORMAfiICE ALLIAN�E,iNC: 4357�58'�H ST N -STE 499 �. - CLEARWATEi2 �L 33760 .. . .�.,,��.; , � �1�d Ett��:�:. 1SSU�0: 11/182013 EQ� L9311180D01152 QISPLAY AS REQ (RED BY LAW I �`� HOMEP� OP lD:AF '`��R°n CERTIFIC/�1'E OF LIA ILITY �NSURAfVCE DATE�ASNJDIWYYYJ • 04/22/2014 THIS CERTIFlCATE IS ISSUED AS A fVWTTER OF INFORMATION ONL AND CONFERS NO RiGHTS IJPON THE CERTIFICATE HOLDER. 71i(S CERTIFICA7E DOES NOT AFFIRMA'CNELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY 7HE POLICIES BELOW. THIS CER71FlCATE OF (NSURANCE DOES NOT CONSTITU E A CONTRACT BETWEEN THE ISSUING INSURER{S), AUTHORI�D REPRESENTATfVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certiflcate holder fs an ADDITIONAL INSURED, the o11cy(ies) must be endorsed. lf SUBROGATION IS WANED,subject to the terms and conditions of the policy, certain pollcfes may require an e dorsement. A statement on this cerf[ficate does not confer rights to fhe certiflcate holder In Ileu of such endorsement s. pRpp�� CONfACi Phone:813-226-1300 e_ MaryJaneGw�n .. Brown&Brown of Florida, Inc. Fax:813-226-'1373 PKONE gq3-226-1307 F,"_�, 813-2261313 . P.O.Box 173088 .{�,�q: xo�: Tampa,FL 33872 a�ss: mgwyn@bbtampa.com Mary Jane Gwyn - __ INSURER/S}AF ORDINQCOVERAGE _ NAC_1 q . iNSUr�aA: Southern Owners Insurance Co. 10190 iF,suRen �F{ome Performance Alliance,Inc �msu�e: Lana Radowick,Cf0 iksur�c: � 2850 Scherer Dr -- St Petersburg,FL 33716 msuru�o:_ _ _ iNSURER E: IN UfiERF• COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS 1S TO CEftTIFY THAT THE POLICIES OF iNSURAMCE LIS7ED BELOW HA BEEN fSSUED 70 THE INSURED WNhED ABOVE FOR Tf-tE POLICY PERIOD INDiCATED. NOTWffHS7ANDING ANY REQUIREIJ�NT, TER�v1 OR CONDfTiON �AIJY CONTRACT OR OTNER DOCUMENT WRH RESPEC7 TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PER7AIN, THE INSURANCE AfPORD b BY THE POLECIES DESCRIBED HEREIN (S SUBJECT TO ALL THE TERMS, EXCLUSSONS AND CONDffIONS OF SUCN F'OLICIES.LWHTS SHOWN M4Y HAVE B EN REDUCED BY PND ClA4N5. INSR yypEOFINSUWU.CE A�S�-��-_ p011CYNUMBER PaUCYFfF PO[!CY P IJMRS ��L��urr / EACH CCURRENCE 5 'I�OOO�000 20752962 04��z�1 04f04l2015 DAAIAGE70RENTE� A X COMtdERCIALGENERALLIAeIL1iY SO OOO � �aeecurren� S � CLAIMS-51ADB �OCCUR ME J� An one rson S , 5�000 ._ RSONAL8ADVINJURY S T,OOO�OOO X EPLIl,000,000 20152952 04f0412044 O GENERALAGGRE(iAiE 5 2,000,000 GEN'LAOGREOATELIM[7APPLIESPER: PRODUC7S•COMP/OPAGfi S 1,000�000 X Y PRO. L S -- AUTOIdOBlLE LfA6tLIiY COMeINED SINGLE LIMfT a ccjga"u , ANY AUTO BOOILY INJURY(Perparson} S AUTOS�E� AUTOSULED BODfLY1NJURY(Peraccldanl) 5 HIREDAUTOS NON-0WNED PROPERTYDAMAGE 5 AUTOS _ acc�anp S UMBAEILALIAB pCCUR EACHOCCURRENCE S DCCESS uAB CLAIMS-A1ADE AQGREGA7E S � YlORF¢�RSCOh1PFNSATIOk - WCSTATU- OTH- AND Fh1PL0YER5'LWBIUTY yy�INN (]RV I Il.tlj P1 N7YPROPRIETORIPAItTNER/EXECUTNE � 2�-00�-ODD 04/ O1a 04 04l2015 E.L. CHACCIDENT S 5�0,�00 OFPlCER1hgN9ER EXCLUDED9 N 1 A (MandalorylnHH) E.LDSEASE-EAEMPLOYE S 500�� lfyes,describeunder E - LI Ild afl0 004 bESCPoP710N OF OPERAitONS/LOCA710NS 1 VE}pCIFS (Attach ACORD 101,Additlonal Remarke Sch dule,7 more epace Is requlre� Door & Window Installation All Types Residentiai & Co mercial Thomas Lippert CGC1508826 CERTIFICATE HOLDER ANCELLATION CITYCLE ' SHOULD ANY OF THE A80VE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATlON DATE THEREQF, NO710E VNLL BE DEtIVERED 1N ACCORDANCE WITH THE pOLICY PROVISIONS. City ofClearwater 100 S.Myrtle Avenue UTHORIZED REPRESEHfATIVE Clearwafer,FL 33766 �� O 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010l05) The ACORD nam e and iogo ar registered marks ofACORD I PINELLAS COUNTY CONSTRUCTION LICE�iSING BOARD T4�tiS CEi27'iFiES THAT 3'ho�as Merle LipPert D6.4 Home Performance AUiance,Inc S?ATE CERT# i-CGC15088� i-3A5 FILEi�HISIfiER LfCEtVSE AND PRQOF CtF REQUIRED LIABII.ITY A.�TD�YORLCfiRS'CQMi'ENSA7`I014 I;VSURANCE WWCTIi THtS BOARD. I-CGC15�8�26 i�a�o� SUANCE U�L osli noia�''ZOls Lippe�7.Thotnas.Yter�e '�Please cut out Heense alflng lines 2850 Sclierer D:ive tJnit 55D Sr.Peaers6urg,FL 33716 ___.---° � , Home Perform nce Alliance, Inc. 2850 Scherer Drive Suite # 50 Saint Petersburg FL 33716 Office 727-538-41 0 Fax 727-538-4217 - License# GC150�826 July 14, 2014 ' Contractors Lett of Authorization I, Thomas Lippert,hereby authorize the fol wing individuals as having the authority to sign and submit applications and related do uments for the purpose of obtaining permits under my license number CBC1508826. I further acknowledge and accept, as a licen ed contractor,my responsibility and liability for each project permitted under the authori y designated on this form, and my failure to assume and fulfill said duty may be ground for the initiation of disciplinary actions against my contractor's license. Please delete/disregard any other authorizat on letters on file. Designated Signers: Douglas Cull ane � Rosella(Joy) Maggs , ' Alston,Colin By: ��.-�-� Thomas Lip�er State of Florida County of Pinellas T 's instrument was sworn to and subscribe before me this� � day of �� 2014 by Thomas Lippe who is personally known to me. ��-�� -��.�, Notary Public :y`,4��Y Py�� e , � =tf. 'n�'��-�1 UV n�rcor,�i 2m�s �; �: �SSION N EE =1,�.�'°: EXPIRE,S:April 5,2015 RP'�� 0°�d mN��Y pu611e Underwriters I i _ ' � ' � .