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Home My WebLink About15-16347 � , CITY OF ZEPHYRHILLS ' S335-8TH STREET (si3)�so-oo20 16347 BUILDING PERMIT PERMIT INFORMATION ' � ` LOCATION INFORMATION � Permit Number: 16347 Address: 6441 SILVER OAKS DR 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: SILVER OAKS Est.Value: Parcel Number: 03-26-21-0120-00000-1030 Improv. Cost: 11,609.00 OWNER INFORMATION Date Issued: 6/09/2015 Name: CRABTREE, JANE � Total Fees: 217.50 Address: 6441 SILVER OAKS DR Amount Paid: 217.50 ZEPHYRHILLS, FL. 33542 Date Paid: 7/15/2015 Phone: 813-943-5477 Work Desc: ADD 7 WINDOWS & CABANA DOOR & ELECTRIC TO LANIA CONTRACTOR S APPLICATION FEES BAHR AL M NUM INC BUILDING FEE 142.50 E ECTRICAL FEE 60.00 DOUBLE M ELECTRIC CONTRACTOR CHANGE 15.00 � � � � � / � ' � Ins ections Re uired FOOTER 2ND R UGH PLUMB MISC INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site fi) 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 may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for ' improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFO C.O. ' '� �-15-(s- ' C TRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION . CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER � ' p.. r , �� . �� . r- , y t . „` .�i - City of Zephyrhills BUILDING PLAN REVIEW COl��IlV�NTS Contractor/Homeowner: �A 1{RS A L-��N t1 P� Date Received: 6 -� ( — 1 S Site: 6yy1 Si�V�R �AKg i3�VD, PermitType: /�Dfl ? 1�:�NQpi�:� � G'i�� CA�AJ�A A�c?��E2�t� °Tp �x►ST1�G i-A�+� Approved w/no comments:❑ Approved w/the below comments: � Denied w/the below comments: ❑ �US� 6�-�a ��s.��,�� .� 4 ��;5 (�x� This comment sheet shall be kept with the pernzit and/or pl ; � �� (r Kal 'n Switze 1 xaminer Date Contractor an or Homeowner (Required when comments are present) � � � 813-780-0020 i � Fax-813-780-0021 , City of Zephyrhills Permit Applicat o ` Building Department . ` Date Recefved Phone Contact for Permitting - __ _ -i-7-�-�-�-�-�-�- -- - ----I-n-i-1 Owners Name C.. Owner Phone Number I "( � / 7 Owners Address W�-1 � !• Owner Phone Num6er Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS � 1UC.Y � �lJf �I �L ��`� LOT# � SUBDIVISION v�lY \ PARCELID# O ��W o�a o -�O✓�v 1�vV (OBTAINED FROM PROPERTY TAJ(NOTICE) WORK PROPOSED � NEW CONS7R e ADD/ALT � SIGN � Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION 0 BLOCK Q FR,4ME � STEEL Q DESCRIPTION OF WORK � �I O�S ' (�,C,GI,/1 I� �� C.C{"�� " '(� BUILDING SIZE SQ FOOTAGE L�['�� HEIGHT � �BUILDING $ II (n/�r VALUATION OF TOTAL CONSTRUCTION u[a/ �ELECTRICAL $ AMPSERVICE 0 PROGRESSENERGY 0 W.R.E.C. �lG'�S �PLUMBING $ �r�p✓ ` � SC`� c� � � L � � �MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION R � 5 � l_\\ �GAS Q ROOFING Q SPECIALTY � OTHER �� FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA DYES NO � � t I BUILDER \ OMPANY l � SIGNATURE REGISTERED Y/ N ` FEE CURRE� Y/N Address � �YT � �`� 2-1"I�)S'r`- , Sy� License# lQ ! �-C ELECTRICIAN r JY`�'�-� � , t �COMPANY lM1\ i L SIGNATURE � �� • REGISTERED Y/ N FEE CURRE� Y/N Address � v T- �� 3 License# �-V� PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1'1 1 I 1 1 1 1 1 1 1 I 1 1 1 1 1 I 1 1 1 1 I 1 1 I 1 1 I 1 RESIDENTIAL Altach(2)Plot Plans;(2)sets o(Building Plans;(1)set of Energy Forms;R-O-W Pertnit for new construction, Minimum ten(10)working days aRer submittal date. Required onsite,Construclion Plans,Slormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit for subdivisionsllarge projects COMMERCIAL Attach(3)compiete sets of Building Plans plus a Li(e Safety Page;(1)set of Energy Forms.R-O-W Pertnit for new construction. Minimum ten(10)working days after submittal date. Required onsite.Construction Pians,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster Site Work Permit for all new projects.AII commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPER7Y SURVEY required for all NEW construction. Directions:• Fill out application completely. Owner&Contractor sign back of application,notarized , If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500) ' " Agent(for the conlractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMIT'fING (Front of Applicalion Only) Reroofsifshingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW i �� , NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division--Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'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 regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govemment agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel,alter, or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTO EY BEF RE RECORDING YOU OTIC OF COM E CEME T. FLORIDA JURAT(F.S.1 .03) � OWNER OR AGENT CONTRACTO Subscribed and swor o(or affirme bef e this Subscribed and om to(or affirmed before me this by y Who is/are person ly known to me or has/have produced Who is/are p onally known to me or has/have produced as identification. as identification. Notary Pubiic Notary Pubiic Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary ryped,printed or stamped �i - II�IIIIIIIIIIIIIIIIIIIIIINIIIIIIIIIIIIlllllllllillll9lfllll � aexse�ixa$ RcP�:g688563 gTQ°0.00.00 DS: 0.00 06/09/2015 Y. S., DpQy Clerk w 0 /i �PJ�PI[` ,�1,! R�/� I � � Permit No. Pa�cel ID No (J� � v11��l J�✓1(��lJl)—1� s � U� NOTICE OF COMMENCEMENT a°"� l Y Oq� I �/� (�/�^, � State of �1.01 II County of �Xl V �,..a U � THE UNDERSIGNED hereby gives notice Ihal improvemenl will 6e made to certain real property,and in accordance wilh Chapter 713,Florida Stalutes, � E Ihe lollowing infortnation is provided in this Notice ol Commencement: — ^ � ) i�q� 1 Description ol PropeAy: Parcel Idenli�cation No. — °� — D !�U "UDO — � o ag� i L . 3S =� Streel Address: a��c� � � 2. General Description ol lmproveme =w��y _(��(� � On✓ °�m 3. Owner In(ormation or Lessee informatio�i(lhe Lessee conlracted for the improvemenl: ��O �o� �, d a� s�1%P� ��S G�l' �,�L�— ��s�, Address /�I Ci y Slate Inleresi in Property: 1 11� �� Name of Fee Simple Titleholder (If diHerenl(rom Owner lisled above) Address l C � '`n/� � ��Y State u `.1 Contreclor' J r �� Name I i• `t� �i) �2 C/�� P�-1 L_� cJU—�q�i Address �1�� `� �� Y Slate Conlraecors Telephone No.: �— W Y ¢ z V � w 5. Surety: Name o � �� —�-1 V (� z � O � J } Address Ciry State � V � � � ? Amount of Bond: b Telephone No.: � W Q � � N � W 6. LenOer: LL" w � a p Name o �TZJ � y. � F- oQ O Address Ciry Stale F d' U U Lendefs Telephone No.' _ � O O � �r 7 Persons within Ihe Slate of florida designated by the owner upon whom nolices or olher documenls may be served as provided by � � Seclion 713.13(1)(a)(7),Florida Slalules: V = � Name � ~ ~ '� Q � � Ump tL w � z OJ Address ' City Slate o � � � = Q (� Telephone Number of Designated Person: —, LLl � Q � Z � U U O 8. In addition la himsel(,Ihe owner designales ��— - to receive a copy of the Lienors Notice as provided in Section 713.t3(t)(b),Florida Slalutes. o F— Z O Telephone Number ol Person or Entity Desig�aled by Owner• w � Q W 9. Expiration date of Notice of Commencement(the expiration date may not be belore lhe com0letion of consiruction and final paymenl to the � y � z F" Q conlraGOr,bul will be one year from the date o1 recording unless a diHerent dale is specifled): � F"' ~ O � �" m WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT I ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TVJICE FOR IMPROVEMENTS TO YOUR PROPERTY A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT ' WITH YOUR LENDER OR AN ATiORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT Under penalty of perjury,I dedare lhal I have read lhe foregoing notice of commencement and lhat lhe facts stated therein are lrue lo lhe best � �' � � o(my knowledge and belief. �, ,� �� ' STATE OF FLORIDA J��m • . �-� �� COUNTY OF P,g�CO�„_ ,a o ��1 Signature o wner or Lessee,or Owners or Lessee's Authorized y `-n , � �. i��c ��yn�+ y0iP202304 OKcerlDir tt rlPa lManager � f �:�23.2019 � � � r�� o � �a�`� gp�Uuotr��s��' ��nte Sig atory'sTiUe/OKce 0 :�o a ' . (� V � �.. r��. � .. � The foregoing inslrument was acknowledged be1lo're\ me lhis day of�,20�j,by � O � +�� , , as n W�1 (lype of authonty,e.g.,offcer,Irustee,altomey in lacQ for v • � , fl�'� (nam of pa on hall of who i sl menl s exewled). � � et � Personally Known 0 OR Produced Idenkt-i�6cation� Nolary SignaWre �� ' • T � ` l Name Print � �� Type of Identificalion Produced i/� � � I I wptlala/bcslnolicecommencemenl_pc05304B I i JUN-8-2015 11:54 FROM: 8139915581 T0:18888956514 P.2�2 1 - �a - --•---. —. I238TRiJMENT#_ $015148227� BK: 23220 PG, 7-864 PGS: 1864 - 7.8fi5 Oa/18/2015 �t 08:D0:26 AM, LtOC TAX PD(F-S•201.D2). $7.2•35.OD DE$UTY CLERK:bII�HOE Pa� Frank,Clork of thc Cixcuit Court Hil].sborough County Aflar Rewrding Retumto; wcre4e J�nga s��an�nuo coma�n saDt WactC'yDncs.9veet ram»a,��saeo� rnCt tratru�nent Prepsroa M" Th1s Dacb+ment Has �„a,aa�w90 Been&Recorded by Stew^at 11Uo Campanv sa�wesccvare+s sue0c Ste►+'art ntle ComprrnY 'fhmDn,P�saao7 os a nxuau�Y�+ruerrc[o Ue tWfilfinerR ot condAions W ritnhed in a title imurenoe oomrt�kLT+ont Lssued by iL PropertyApprelsers Paroel l.D,(Fol(o)Number{s); Q3-2&21�012p'00000-1030 Ffle No.: 012�6-33181 WAC2RAN"1'Y DEED Thia Warranty DOed, Made the �^ day of__Z�r3� � by Miehael S. Lanohart and 7'erry Q. Lanehart, husband and wife, whose post ofhce 8ddr�ess is: �64d, a�-,.�'�_A« p�,w� nr3 Ve i.Se�th3/�sf.11��F7 , nereinattar ��ed the Grantor, tD whox post �CC eddreas is; J her�lnatter called the"Gr�lntee". wlTHESSETFI: Th�t eaid Grantor,for and in con�iderption of the sum Of 75,o -Lls�.e. ,•• ' --" ran+ Fi r�. Tt�nt�9fLSl�n�11�iYa �(��...�,...�.S1�1"00 1 end other valuaBle considerations,recefpt whereof Is hereby acknawladged,h�reby grants,bargalns, BCIIs,aliena,remisCS',tele�s.COtWeYs and ConFimia vnto the Orenlea,mp that certmin Iand aituete in pasco Counry,F[Drlda,towiL Logol D�acrtption: A PerCel of I�stnd Being AU of Lot 103,As Shown on the P�t oP 5fiver Oaks Phaee One,At Recorcled in Plat Book 26,Pages 48 through 48,Inctusive,af th�Publ'�c Records of Pasco Coun�r,Florida,'fogether wittl That PoAlon�f Lot 104,As Shown on tha Plat of Sflver Oaks Fhase One, Satd Parcel Being More Particu�a�ly Descr�bOdAs Fp�ows:Regin�t an Intersealon ottne Wasterly Llne of Said Lot 104 with Vfe Soutnerly Line oF Seid Lot 103,Also BAing the Northerfy�.ine oT Saitl Lat 1�a; Thenoe Soutn 72'39'S4"east along L�et Said Line 120.00 Feet to an Interseetion with 1he Easterly R�ght- of-V4fay Une oi Silver OaKs Drive,(a 60 Foot Right�of-WayAa Shown on Said Plat ot Silver Oaks Phase One);7hence 5oulhvresber(Y mlon9 Lest 6e�d L�ne and eropnd tha Arc of a Corve GOncave Sputheasteriy. Having a Redius of 330,00 Feet,anArc Distmnce ef 6,42 FRrit,Said Arc Being Subtended by a Chord Bo�ring and Distanr,a af South 16°46'40"West,8A2 Feet;7heitoe North 73`a6'4T'Wbst,12p.00 Feet with an Intsrsection with the Westerly Lina af Soid L.ot 10b;Thence NoRheaskerty olong ond araund the Arc ef a Curve Concove Southeaaterly;Having e Rad(us oi450.00 Feet,anAro qEstance oi 0,75�eet, 3aid Arc Being 5ubtend�d by a Chord Bearing and�Distanc,�of fVOrtn 18°46'39^East a.75 Feel to the Pcint of Beginning. 'Che prope�l ia the hamestead af thC 0�entor(s). i'pfdETF1ER wlth aA the ten�manta, haredkaments and appurtenanrxe the�'eto belonging or in anywl5e appertainin�. Yo Havo and to Hold,tha amme in fee oimple foravee And tho Granto�hereby ca�enants with gaid RrBntee th�t the Grsntor is iawiufly se¢ed of said lar+d in fee aimplo;that th�Grantor h�s Qood nyht and I�wful euthority to seo and convey sald land;that tho Orantor hgreby fully,waftant8 the title tp saltl lend antl will deferxi the seme agein9t the IawfW clsims of all pCf9on�whot1788f:V¢r 0n�s tttat said lantl is iree of all CncumCronceS,except taXeG acetuing 6ubsequont t0 December3l,2014,reserva6one,restrictions and aaaements ot rocord,if any. (TheMnnm Gienmi^and"Gronfee'he�elnahaflbaconsb++edfnG�dudeaUgenUeraand�ingWa�ordurala�theconnte�dlndkato�.J IN WITNESS WHEREOF,Grintor heo h�rcunto set Grantor'�hand nnd soal the d�y ar�d year first above writtort. SIGN[D INTIi�PReB�NCE OFTWG FO�LOWiWG 1MTNESSGS � rwo s�Paw�rs a►sirrrEa�sreo wrrNESS�s�s�ut7�� i Wrtness Si�nature• � ' P�Inted Name:;\,. ,,,'� �W tJfichaol$.Ldneh�rt I ?..x�' � / R/. iYr_.1�h7`�___ i Wdneac Signatur t - �,,,,,c{� -- � Printed NamC: ,�� `�A/� l'eRy O.La h�rt � I I r � witnessSiprcatur •' 1 '- Printed Name: � � � � Witnass Signetur� Rrinted Name: ��(,�_ ri, _ �.�� ..��,.µn L,vY�v L JUN-8-2015 11:57 FROM: 8139915581 T0:18888956514 P.2�2 ; ' `� —. __. .—..—� , .--•--° --- .�. ----- , Bk 2322Q Pg 186b S1�te of � a County oi °�� — .,,.,�t^ �The regp�ng irlStNmOnt W88 aCknOwleo��h1 sb�nd snd w�eewh0 is/m��ona knowft to by Mlcnael S.�neY+�rt and TeRY me 0�haslh8ve Produced driv�r,'licenae(s)as Identiflcatlon. S�,�I g ��,�_ � My Commission Exp�ras: ��Notarypublic5i C! L.T�1� (SEAL) Bg�r�,TiLitC�i Printed N�me: � �'� � � �� STATE aF FLQ�DA . �� I 1 � � � � #t ��$� i i !� ' �zI�JC 585 $� �� — #� — � - ( 1 � fi--- �a' --� � �------ � a' �, 1----- �o` i r � -�-1FrS`�1� , �dj � S�'eer� Lani� - - � -- - - -- 1�►'b oSQr�( Son �,� + �'�.�� , � ��g _ �� UIZDT�TG S�A.Y,Y. ChV1`��,Y Wg7'� ALL A�'�LICAB$,E �ING, ELE�ICAL,pL yNG AN�3 �c��ca,r.co� s. ��v��b�� _ � !.� ' ��o� �- _ -_ ��Hy �I�.LS _ �ron� c�ti 11 ��'� �C � -- �� t�ZS�4�a �' cv w � �' I,b r;zon�'� 51 i�k�- lai�� `'�� a �.� `�` �y c,�,-k V,'ny i ��- � ��' ��(�� - � G(g� . �-�-- �Is x 5s 5/8 �� ►l � �, � — �$�� x �, �,�p ._ !i � �d ' I - � ��' � C� �,�-- - , y t � ,M��-`�,� ��-�-�� . � � � � � � � , � ,' ' � � � � - � �� . � ,� . . - - - -- , - - , � 611l2015' Florida Building Coc�Onlir� ' �,�.-..- , , , ��,-�--. . - • . .� �% ';�a� "_`" 'z°;�' s;^'� "'. �`'�^w . �<�y�✓'"� .-.�' .;� -•� i $. ��,�,1 Y .3�;'�` ' ��F�%;�.�' 'm `:'. i-..��ii �E°':'�� P�.....„� ' �p� .«.i�r !t�^^�'� �a?�� xM� -,A�, , ., � . �4 „ . `._Z°� �.ar:�,'°�., ^b�-y¢�� - :�_ -;� q, F, 4u�, s � �g � N`g4 rc� ,'�� p�n G�i��«4' ,��M�.'�� ' � ��,.,�,.�.�,i�_.�� F(4 •:�y��•,✓�.i:;d3�-.:... . -i.. y �q?,�F. 3' 3.. ��f rt� '.S" ....._°v�ir4a3s�s'.n.� �ar.�..�r.n.2�....,....-+2uc'�t?zz:,_ �a; , , . . � • .. .< , ��r,'��r��n BCIS Home � Log In ' User Registration � Hot Topics � Submit Surcharge Stats&Facts Publications � FBC Staff ' BCIS Site Map ( Links Search f Busines � �.�-�- Professi�l�l�l ��t � ProductApproval ,,, ,� USER: Public User R�t��fi10� q i ' ProUuct Aooroval Menu>Product or Aoolkation Search>Anolica[ion List>Application Detail �'s"'„��?'�'+`�� .�'`k� FL# FL1844-R17 ; rz�^I:��=a r 2i`e,F. Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments No validation checklist comment sent 1/27/15 jb Archived ' Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 drua rk@ pgti ndustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski @pgti ndustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE °�' Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S 2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E-1886 z005 ASTM E-1996 2012 ASTM E-283 2004 ASTM E-330 2002 Equivalence of Product Standards Certified 8y Florida Licensed Professional Engineer or Architect FL1844 R17 Eauiv Cert of Equiv AAMA101-2011 To 2008.�df FL1844 R17 Eauiv Cert of Eauiv ASTM E1996-12 to E1996-09.pdf https://www.floridabuilding.orglpr/pr_app dtl.aspx?param=wGEVXQwtDqsGsvRHsb6W7CihkBPFyPwCu34wM707�cpzEl/rL8UT2Sw%3d%3d 1J3 Si1/2015 Florida Building Code Onlir� � i. � Product Approval Method Method 1 Option A Date Submitted O1/26/2015 Date Validated 01/26/2015 Date Pending FBC Approval Date Approved O1/28/Z015 Date Revised 05/26/2015 Summa of Products FL# j Model, Number or Name Description 4 � —....--, 1844.1 HR- 210 Aluminum Horizontal Roller Window with Slip-On Nailin9 Fin � __�_.»_____�___._.___ __ _._____.. Limits of Use � �Certification Agency Certificate i Approved foruse in HVHZ: No � FL1844 R17 C CAC Certification HR-210.odf Approved for use outside HVHZ:Yes �Quality Assurance Contract Expiration Date � Impact Resistant: No ; O1/10/2016 € Design Pressure: N/A Installation Instructions � Other: Please see the Installation Instructions for design � FL1844 R17 II HR-21D.odf pressure, size and anchorage information. ( Verified By: A. Lynn Miller, PE 58705 � Created by Independent Third Party• No � Evaluation Reports � FL1844 R17 AE Prod Eval HR-210.pdf � � � Created by Independent Third Party: No E ---;-- � _.__._.Y..._........._.. 3__� _.__.____��_ .�....�._..__ __•___..._� , _-_. __ 1844.2 i HR-410 Vinyl Horizontal Sliding Window ' ---_._T.__.._.. _.__...-----�------...._._.� __._.. ..__��_.._._._._._�.. .._....__------_._._....--------._��_.�_.._.._.. ..--- ; ' Limits of Use �Certification Agency Certi£cate f Approved for use in HVHZ: No ! FL1844 R17 C CAC Certification HS-410.odf Approved for use outside HVHZ:Yes ;Quality Assurance Contract Expiration Date j Impact Resistant: No [ 08/17/2015 i Design Pressure: N/A E In�tallation Instructions j Other: Please see the Installation Instructions for design ` FL1844 R17 II HR-410.pdf f pressure, size and anchorage information. � Verified By• A. Lynn Miller, PE 58705 � k Created by Independent Third Party• No [ j Evaluation Reports I F FL1844 R17 AE Prod Eval HR-410.pdf j k Created by Independent Third Party: No r ,...._.. -----..._.._._..---!-_._.. .._...___.._...-------_,. _..._.. ..�__..._..._..---....�..._._.__—._ _.__^_—._._.._..____._.----_�__.. ..___.__._....-.--.- 1844.3 �HR- 510 �WinGuard Vinyl Horizontal Sliding Window � Limits of Use Certification Agency Certificate E Approved for use in HVHZ: No � FL1844 R17 C CAC Certification HR-510 b.odf f Approved for use outside HVHZ:Yes �Quality Assurance Contract Expiration Date Impact Resistant:Yes � 07/28/2015 ` Design Pressure: N/A f Installation Instructions ; Other: Please see the Installation Instructions for design � FL1844 R17 II HR-510 bpdf ` pressure, size and anchorege information. l Verified By: Dean Ruark, PE 73138 E � Created by Independent Third Party. No j iEvaluation Reports � FL1844 R17 AE Prod Eval-HR 510 b.�df ° E Created by Independent Third Party. No i , _.___ _._ � 1844 4 �HR-2110 ��Vinyl Horizontal Roller with Integral Nailing Fn � '_. 3__._.........._..__._ __...... t Limits of Use Certification Agency Certificate ' Approved for use in HVHZ: No FL1844 R17 C CAC Certification HR-2110.odf � Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date i Impact Resistant: No 02/21/2016 k Design Pressure: N/A Installation Instructions � Other: Please see the Installation Instructions for design FL1844 R17 II HR-2110.odf i pressure, size and anchorage information. E Verified By: A. Lynn Miller, P.E. 58705 i Created by Independent Third Party No j Evaluation Reports � FL1844 R17 AE Eng Eval HR-2110.pdf � Created by Independent Third Party: No ; 1844.5 i HR-2210 {Vinyl Horizontal Roller � , ---- '_--------___..._....__.. _._....—.---.�_...._,.---- .._' r ____. _ .._.. ........_.._. F Limits of Use E CerCi£cation Agency Certi£cate Approvedforuse in HVHZ: No � FL1844 R17 C CAC Certification.�df � Approved for use outside HVHZ:Yes �Quality Assurance Contract Expiration Date � Impact Resistant: No 10/22/2015 E Design Pressure: N/A Installation Instructions ! Other: Please see the Installation Instructions for design FL1844 R17 II HR-2210.odf ; pressure, size and anchorage information. � Verified By. A. Lynn Miller, P.E. 58705 � Mtps://www.floridabuildir►g.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqsGsvRHsb6W7CihkBPFyPwCu34wM707gxpzEVrL8UT2Sw%3d%3d 2/3 6/1/2015 Florida Building Coc�Online . � � Created by Independent Third Party: No i �Evaluation Reports ' -� E FL1844 R17 AE Enq Eval HR-2210.pdf � ECreated by Independent Third Party: No _._._ _ _ _ �—____ _.�_._.. .._ € 1844.6 HR-2710 j Premiere Vinyl Horizontal Roller ; --___� _ __ — _---; Limits of Use �Certification Agency Certificate � Approved for use in HVHZ: No € FL1844 R17 C CAC HR-2710 Certifications d.pdf I Approved for use outside HVHZ:Yes j Quality Assurance Contract Expiration Date � 4 , Impact Resistant:Yes �I 05/26/2015 ; Design Pressure: N/A !Installation Instructions � Other: Please see the Installation Instructions for design � FL1844 R17 II HR-2710.pdf � pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No � Evaluation Reports ! FL1844 R17 AE Enq Eval HR-2710.pdf f Created by Independent Third Party: No _ _._ ____ _...._. ,_____ —.__._ ---_____ _�,�. 1844.7 ^ �HR_2810 �Premiere Vinyl Horizontal Roller � Limits of Use �Certification Agency Certificate � Approved for use in HVHZ: No � FL1844 R17 C CAC HR-2810 Certifications d.odf Approved for use outside HVHZ:Yes �Quality Assurance Contract Expiration Date Impact Resistant:Yes { 07/18/2016 � Design Pressure: N/A ;Installation Instructions ( Other: Please see the Installation Instructions for design FL1844 R17 II HR-2810.pdf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No �Evaluation Reports ': ; FL1844 R17 AE Eng Eval HR-2810.odf ; � Created by Independent Third Party: No 1844.8 HR-5410 �EnergyVue Vinyl Horizontal Roller j Limits of Use ,Certification Agency Certi£cate � Approvedforuse in HVHZ: No t FL1844 R17 C CAC Certification 5410 HR.odf j Approved for use outside HVHZ:Yes �Quality Assurance Contract Expiration Date ( Impact Resistant: No � 12/11/2018 Design Pressure: N/A j Installation Instructions i Other: Please see the Installation Instructions for design � FL1844 R17 II HR-5410.odf ` pressure, size and anchorage information. Verified By• A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No � Evaluation Reports ; � FL1844 R17 AE Prod Eval HR-5410.odf ! � f Created by Independent Third Party• No € 1844.9 �HR-5510 �WinGuard Vinyl Horizontal Roller ...�........_._._ ' ..�._. _._..........�.. ..�-......... _._...� .�.�..._ ..__._......_...�_.__ ( Limits of Use (Certification Agency Certificate Approved for use in HVHZ: No FL1844 R17 C CAC Certification 5510 HR.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date � Impact Resistant:Yes f 12/11/2018 ! Design Pressure: N/A �Installation Instructions � Other: Please see the Installation Instructions for design FL1844 R17 II HR-5510.pdf ` pressure, size and anchorage information. � Verified By: A. Lynn Miller, P.E. 58705 � Created by Independent Third Party No Evaluation Reports FL1844 R17 AE Prod Eval HR-5510.pdf [ � Created by Independent Third Party. No P.;ACiS '.S�A?XA Contact Us : 1940 North Monroe Street,Tallahassee FL 32399 Phone: 850-487-1824 The S[a[e of Florida is an AA/EEO employer Coovriaht 2007-2013 State of Florida. Privacv S[a[ement Accessibili[v Statement Refund S[atemen[ Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity Instead,contact the office by phone or by tradi[ional mail.If you have any questions,please contact 850.487.1395.*PUrsuant[o Section 455.275(1),Florida Statutes,effective Oc[ober 1,2012,licensees 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 official communication wlth the licensee.However email addresses are public record.If you do not wlsh to supply a personal address,please provide the Department with an email address which can be made available to the pubtic.To detertnine if you are a licensee under Chapter 455,F.S.,please click here Product Approval Accepts: � � ��- � St:G'utcILY.kt 1:'t�9clt:t. � �' v Vprr ogiy�^r ';'#' �, Mtps://www_floridab�lding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqsGsvRHst�W7CihkBPFyPwCu34wM707�cpzEVrL8UT2Sw%3d%3d 3/3 GENERAL NOTES. ANCHOR LOCATIONS &SPACING 1)THE ANCHORAGE METHODS SHOWN HAVE ' BEEN DESIGNED TO COMPLY WITH THE FLORIDA 73"MAX.BUCK(XO/OX) 73"MAX.BUCK BUILDING COOE FQR THE DESIGN PRESSURES 110"MAX.BUCK(XOX) (XO/OX) LISTED. � 110"MAX.BUCK(XOX) 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 6-1/4" 1-112"THICK.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED�IRECTLY TO SOLID MAX. CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE O,C. 1-1/2"THICK OR GREATER.ATTACHMENT MEfHOD � OF WOOD BUCKS SHALL BE DONE BY OTHERS. 3)SEE TABLES FOR MINIMUM EDGE�ISTANCE �Z-��4� FROM CENTER OF ANCHOR TO SUBSTRATE EDGE M�• (DCCLUDING FINISH OR STUCCO). g2°M/�(, � � O.C. 62°MAX. � � 4)SHIM EACH ANCHOR LOCATION WHERE THE BUCK � � � BUCK � � PROOUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5)ANCHORS SHALL BE COATED OR CORROSION � —� � RESISTANT AS APPROPRIATE FOR SUBSIRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTEO AS REQUIRED TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN 1-318" I FLORIDA BUILDING CODE CHAPTER20. �1�� _ � � —�J 6-1/8"MAX.O.C. �_3/8"MAX.� 12-1/4"MAX.O.C. 6-1l8"MAX. M,qX, I 6)ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN.OVERALL FLANGE FRAME,XO INTEGRAL FIN FRAME,XO SEALING/FLASHING STR.4TEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. TABLE 2:ANCHORS FOR FLANGE WINDOWS TABLE 3:ANCHORS FOR FIN WINDOWS � 7 MATERIALS USED FOR ANCHOR EVALUATIONS Mln.Edge Mln. Min.Edge Mln. , ) Anchor SuhsUate Anchar Su6strate WERE SOUTHERN PINE,2.7 KSI CONCRETE AND Dlstance Embedment Distance Emhedment CONCRETE MASONRY UNITS COMPLYING WITH — P T.Southem P(ne(SG=.SS� 1/2" 1-3f8" 2-1/2'x 113"Box Nail P T.Southem Pine(SG=.55) 5l78" 2-7/16" � ASTM C-90.�LAZING COMPLIES WITH ASTM #10 Sheet Metal Screw, Aluminum,6063-T5 mi�. 3/8" 1/8" 2-1/2"x 131"Common Nail P T.Southem Pine SG=.55 3/8" 2-7/18" E1300-04. GS Steel or 410 ( � Stainless Steei Steel Stud,Gr.33 min. 3!B" 0.0346(20 ga) 2-1/2"x 145"Roofing Nail P T.Southem Pine(SG=.55) 3/8" 2-7N6" � 6)THE 1/3 STRESS INCREASE WAS NOT USED IN A36 Steel 3/B" 1/B" P T.Sauthem Pine(SG=.55) 1!2" 1�/B" � THIS ANCHOR EVALUATION.THE 1.6 LOAD P T.Soulhem Pine(SG=.55) 1!2" 1-318" Aluminum,6063-T5 min, 310" 1/8" j DURATION FACTOR WAS USED FOR THE y�6"Steel Ultrecon Concrete(min.2.7 ksi) �^ �� #10 Steel SMS Steel Stud,Gr.33 min. 318" 0.0346 0 a EVALUATION OF WOOD SCREWS. Cz B) Ungrouted CMU,(ASTM G90) 1" 1-1/4" A36 Steel 3/8" 1/B" 9)IFTHEEXACTPRO�UCTSIZEISNOTLISTEDIN NOTEFORALLMETAlSU&STRA7ES.SCREWEM9EOMENTSHAlLBE611N.�iHREA0.50EYONOW510EFACEOF NOTE:FORALLMEfAL5U65rMTE5,5CREWEM8E0MENiSHALLBEMIN.�THRFJl050EYONDIN510EFACEOFMATERIAL. THE TABLES,ALWAYS ROUND UP TO THE NIXT MA�� LARGER VALUE. TABLE 1 DESIGN PRESSURE XO SHOWN,SPACING ALSO Wlndow euck Size Frame Deslgn certlflwdan � � � APPLIES TO OX AND XOX Wldtli Helght TYPB ConfiguraUon + � �r p ( )p (.)ps{ Numbers 73" 62" FinlFlange XO/OX 60 65 190-033 ��I� 110" 82" FinlFlange XOX(1/4-'l/2-1/4) 60 65 190-456 �� Ny LYNN�� i��, ae.��: o� �mmr ��n� ;��,r0_ • ., �(�� J.ROSOWSKI 06/22111 VINYL ��y,�� : Q'�. ��GENSF ..'P � R,Y,ae�: mm: Rewe�n• armv�+ePa�ru+r.rroruarrnvoFrr� OOpn�YfWieE05EDM�N MT/O'fYKT11Nfil1E WR�NiYlIHI +�� No.SB705 * �9°��TM�4 : _ � � "0 ' �' 4 �O70TECHNOLOGYDRIVE p '. !/�9 �� .'.U.l� NOKOMIS,FL 34275 � - p ST TE F • � FLCERT.OFAUTH. 29296 HORIZONTAL ROLLER INSTALLATION %� �•.FCORIDP.' \?. i�S • �� A.Lynn Miller,P.E. �� °iwb9'N` �'" �'�S��NAL E?�� F.E.#58705 HR-410 NTS 1 of 3 1062211JR EDGE DISTANCE INSTALLATION WITH FLANGE FRAME � SUBSTRATE EDGE DISTANCE-+----� EMBEDMENT � �- / SUBSTRATE 1XWOOD EMBED1MENT / EXTERIOR SHIM t SHIM � � � ❑ � O n� a�o a�o L--� aa aa � � �a Q �o �� {� � � FLANGE FRAME. EXTERIOR JAMBINSTALLATION EXTERIOR (USING 1X BUCKSTRIP) FLANGE FRAME. FLANGE FRAME, � HEAD INSTALLATION HEAD INSTALLATION (USING 1X BUCKSTRIP) (DIRECTLY TO SUBSTRATE) EXTERIOR � � � , °�0 EXTERIOR EXTERIOR � � �� FLANGE FRAME, � �� JAMB INSTALLATION i i i i � ❑ ��❑� (DIRECTLYTO SUBSTRATE) \\��N� LYNN�yj��i��, SHIM SHIM � `�P�1_' �1GENSF'•.F� . �c':� � � ' No.58705 1X WOOD ��ic./L� : SUBSTRATE, �.'• GsrAYe o�/I` ��U �O'�� .FCOR10?; '�G��: SUBSTRATE FLANGE FRAME, �'�SS�ONA1-�� SILL INSTALLATION p,,,,e�. cma r.�,mt �oso�x d�t4 u�raamna� FLANGE FRAME, (DIRECTLY TO SUBSTRATE) �,RosoWSKi os/2yi1 vINY� �,,,m�� SILL INSTALLATION ��T^�^'��T� (USING 1X BUCKSTRIP) � � �� N+�'�m��N asacauro�eorvmrsrnes I INSTALLATION NOTES: � � 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. ta7o 7ECHNOIOCV oRIVE 2j SEE TABLE 2 FOR ANCHORAGE AN�SUBSTRATE REOUIREMEMS. NOKOMIS,FL 34z75 T°°� 3j MAX.SHIM THICKNESS TO BE 1/4" FLCERT.OFAUTH. 29286 HORIZONTAL ROLLER INSTALLATION 4)GLASS SHOWN IS FOft ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMEMS. s�et s�c s�e 5)FIN AND/OR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. A•Lynn Miiler,P.E. HR-410 NTS 2 of 3 �a� 1062211JR � P.E.7758705 � INSTALLATION WITH FIN FRAME — EMBEDMENT �-- � EDGE SUBSTRATE DISTANCE EXTERIOR I EDGE SHIM ��❑ DISTANCE aw Q � � EXTERIOR � � �❑ �� ❑0 FIN FRAME, �� ' HEAD INSTALLATION SHIM FIN FRAME, JAMBINSTALLATION SUBSTRATE �� 1�1{II11l1 �.� y�YN M/�� , IJ � ��,°��\cENSe�'�FR�% �❑� � Q.. *; Na.58705 SHIM ° `. G- �a r� -�., . � 51p�E�F ;��Z '��,C .,FIOR��P'��. EXTERIOR /�''�;cSSIONPL��. ' �SUBSTRATE m,,,,�; �. � �� I J.ROSOWSKI 06/17/11 VINYL �°�°'n��PF� '', nous'rws am ctiws�ctxm cnamexrvt FIN FRAME, n,,,ee„ n,m; n„�.wa. o�oc�am�ir`Twre'�'inmNOaa�x SILL INSTALLATION navfav,mm�urr�mxasmm�ma� rrwca+uvo�PCrrmutn+us , � cmeb°°` INSTALLATION NOTES: 1070 TECHNOLOGY DRIVE NOKOMIS,FL 34275 � 1)SEESHEETI FORSPACINGRE4UIREMENTS. FLCERT.OFAUiH. 29zs6 HORIZONTAL ROLLER INSTALLATION 2)SEE TABLE 3 FOR ANCHOR4GE AND SUBSTRATE REQUIREMENTS. �b„�d � � a,,,bp�y R,,. 3)MAX.SHIM THICKNESS TO BE 1/4' A.Lynn Miller,P.E. P.E.#58705 HR-410 NTS 3 of 3 1062211JR 6/1/2015 Fiorida Building Code Onlirie - .�.�.,,.,;,..�.,_ ..�...�- _��--..----•:.- .�>�._._.,_..�..--x,r.<;„;z .._„ " i .�, k� �,� ,"� :� �>.,;��„,,;: ,�� , Oy K4 �.. :;. t � ,�,., � � • f�� " :zv0z: �".�,.:�u�A`� �::s',�°u74 'P'�, '�g li �' ;fj.7 I >cN'�e >,b:'_1a1i5 �Sti;n>s'" a,""S+,t^�'.., .�� '� , x.'1.`�- $ .. �,�s� 'r'� .�*�.°� •-�,•; � �e d.<i A `�34' {:�' .7?r, "i: �� .��'4'�7�� g. � � aY � ,��.v p r�,� .�.��a._ 'N�ak, � ;1 „fdy ..�.�� q e��` ��.�.�'�s� :�,� ��'�i�. � :.�.��:- -- , . e „ [... w &§"d_x' , i,H " a.; ,✓. ,'r5 : ,�. ✓P;. . _ '°" " �. .*.h �+a" .ca r, .$�w. &�"?^;'� _ . .r�$'.0"5�� •�� '� .�.. . t ' ��= �, ¢*TM .;. � Fs 'k" � . .. ,. . ;�m`i.��;.�...�:"'s,s>'�,....... ..yy_�, • � ' • . }, .':."' ,s'_" E'� .,a>,_ p7 ` ��i��p'v��n��{t�� BCIS Home j Log In User Registration ! Hot Topics � Submit Surcharge j Stats&Facts Publications f FBC Staff BCIS Site Map j Links Search s Busines ��;j Profe�siVl"I�� ;E�� ProductApproval "� USER: Public User ��?��I��1 Product Aooroval Menu>Product or Anolication Search>Aoolica[ion LisL>Application Detail I �jf`"y"�S�'�'��_ :3 FL# FL331-R10 P�-'"��d�a�a.'+B'`�`°m«c�� Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified ' by the POC and/or the Commission if necessary. Comments Archived ? ' Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34Z75 (941) 486-0100 Ext 22318 druark@pgti ndustries.com Authorized Signature Jens Rosowski jrosowski @pgti ndustri es.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Exterior poors Subcategory Swinging Exterior poor Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE � Validation Checklist- Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 450 2010 AAMA/WDMA/CSA 101/I.S.2/A440 2008 � ASTM E-1886 2005 ASTM E-1996 2009 ASTM E-1996 2012 E uivalence of Product Standards 9 Certified By , Product Approval Method Method 1 Option A Mtps://www.floridabuiiding.org/pNpr_app dtl.aspx?param=wGEVXQwtDqtsZzB6Yv%2bqnWdjpdNKCrtSxuezhng7Wms%3d 1/2 � -- - - - I 6/1/2015 Florida Building Code Onlir� _ Date Submitted 10/09/2013 Date Validated 10/14/Z013 Date Pending FBC Approval Y Date Approved 10/21/2013 ' Summa of Products � FL#`�W 'Model, Number or Name 'Description J� ; 331.1 �CD-290 Aluminum Hinged Door � Limits of Use � � � !Certification Agency Certificate � Approvedforuse in HVHZ: No � FL331 R10 C CAC Certifications.pdf ( Approved for use outside HVHZ:Yes !Quality Assurance Contract Expiration Date k Impact Resistant: No � 09/21/2015 C Design Pressure: N/A �Installation Instructions � Other: Please see the Installation Instructions for design I FL331 R10 II CD - 290B.�df I pressure, size and anchorage information. � Verified 8y: A. Lynn Miller, P.E. 58705 f ' Created by Independent Third Party• No � Evaluation Reports ; FL331 R10 AE Prod Eval-SHD 290_.pdf � Created by Independent Third Party: No � 331.2 FD-455 Vinyl French Door&Sidelite/Transom i _. ..----- _...._..._.___.._ -----..�._�---___._._.�._.. ..__ j-. ._��.__.._...._. .._.. .._-___.__.__._.._–.---- ---._.. _ --j Limits of Use E Certification Agency Certifcate � Approved for use in HVHZ: No FL331 R10 C CAC Certification FD-455.pdf � ' Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ! Impact Resistant: No 05/21/2017 ' Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design i FL331 R10 II FD-455A.�df I pressure, size and anchorage information. � Verified By A. Lynn Miller, P.E. 58705 � � Created by Independent Third Party: No � Evaluation Reports FL331 R10 AE Ena Eval FD-455.pdf � ! Created by Independent Third Party; No t �_.__ __� __}_____...__ __._._.__....__._.-- ----_._.._._..__._Y__.______.__ —.�___.._...._...__ �____._..�V._____., 331.3 �FD-555 Vinyl French Door&Sidelite/Transom � Limits of Use �Certification Agency Certifcate Approved for use in HVHZ: No � FL331 R10 C CAC Certification FD-555 II.�df � Approved for use outside HVHZ:Yes �Quality Assurance Contract Expiration Date Impact Resistant: Yes 05/21/2017 � Design Pressure: N/A Installation Instructions � Other: Please see the Installation Instructions for design FL331 R10 II FD-5S5A.odf ' pressure, size and anchorege information. ! Verified By: A. Lynn Miller, P.E. 58705 ' � Created by Independent Third Party: No � (Evaluation Reports � E FL331 R10 AE Enq Eval FD-555.pdf j � Created by Independent Third Party: No � f3r�r_€; t4�:xt Contact Us 1940 North Monroe Street.Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida. :: Privacv Sta[ement :Accessibilitv Statemen[: Refund Statement Under Florida law,emall addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contac[the office by phone or by traditional mail.If you have any questions,please contact 850.487 1395. *Pursuant fo Sec[ion 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have i one.The emails provided may be used for official communica[ion with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please cli[k here Product Approval Accepts: � � � ��tmcA � CCC'lti'!LV Sk9:"F'%2 EC4 e��., ..; i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtsZzB6Yv°�2bqnWdjpdNKCrtSxuezhng7Wms%3d 212 GENERAL NOTES. ANCHOR LOCATIONS&SPACING �� 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN�ESIGNED TO 37-3/8"OVERALL MAX. �73-3/8°OVERALL MAX.� COMPLY WITH THE FLORIDA BUILDING CODE FOR THE�ESIGN S—� 36"BUCK MAX,(Z-BAR) �IF�72"BUCK MAX.(Z-BAR)—�II PRESSURESLJSTED. � i I i i i I 13-1l16" ' —� � 13-1/16" � � _ � 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-i/2"THICK.1X Mp� MAX. WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO � 80-11/1fi" � SOLID CONCRETE.WOOD BUCKS DEPICTED AS 2X ARE 1-112"THICK OR SH OR PW � SH OR PW SH OR PW GREATER.ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE INSERT zp��MqX OVERALL � INSERT INSERT 80-11116" BY OTHERS. " 27��2" MAX. 27'��2° OVERALL MAX. � MAX. MAX. 3)SEE TABLE FOR MINIMUM EOGE DISTANCE FROM CENTER OF � // O SEE 80"BUCK � I O I 80"BUCK ANCHOR TO SUBSTRATE EDGE(EXCLUDING FINISH OR STUCCO). NOTE M� MqX 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT � P` �Z�BAR� � �� (Z-BAR) FLUSH TO THE SUBSTRATE,USING SHIMS CAPABLE OF � TRANSFERRING APPLIED LOADS. Q1"MAX. 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS /,y� �1L APPROPRIATE FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS ��" �I � � V 1z-$/8" SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. Mq�, i MAX. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS � 3-15/16" � SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. ��14-7/8"I_ --►I �— 14-7/8"� � �6" � 3-15/16" MAX.��. MAX. MAX. MAX. MAX. 6)ADHESIVE SEALANT SHALL BE USED BE7WEEN SUBSTRATE AND 6'-B'HI SINGLE(X) 6'-8"HI DOUBLE(XX1 '� FLANGE OR FIN. OVERALI SEALING/FLASHING STRATEGY FOR WATER •� RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN ��37-3/8"OVERALL MAX. ��—73-3/8"OVERALL MAX.� �I PINE,2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS 36"BUCK MAX.(Z-BAR) I��72"BUCK MAX.(Z-BAR)�-il � COMPLYING WITH ASTM C-90.GLAZING COMPLIES WITH ASTM � easoo-oa. 13-1/16" 13-1/16" ; NOTE A. M�, MAX. I 8)THE 1/3 STRESS INCREASE WAS NOT USED IN THIS 96-11/16" T ANCHOR EVALUATION.THE 1.6 LOAD DURATION FACTOR ANCHORS ARE T SH OR PW � OVERALL T SH OR PW SH OR PW g6-11l16° WAS USED FOR THE EVALUATION OF WOOD SCREWS. REQUIRED INSERT z3-3/4"MAX. M,q)(, INSERT INSERT OVERALL WITHIN 3"OF THE 9)IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE CENTERLINE OF � M�• TABLES,ALWAYS ROUND UP TO THE NEXT LARGER VALUE. THE HANDLE - 96"BUCK � AND/OR � 12-1/4" � MAx I 1 TABLE 1: DEADBOLT 23-5/8" M�. 23-5/8" (Z-BAR) MAX. o SEE MAX. / o / AnchorType Substrate Min.Edge Mln. _L // NOTE 96"BUCK � // // Dist. Embedment � q M� �� Wood(Southem Plne) 9/16" 1-3l8" � (Z-BAR) #12 Steel SMS Steel Stud Gr 33 318" .045(1B GA) Z��MAX Aluminum�8063•TS 318" U9" 1 Steel,A36 318" t/8" ��^ � � i � � �2_r�/g^ 1!4"Masonry Concrele 1" 1-3I8" MAX. � MAX. Anchor HollowCMU 2-112" 1-114" ��14-718"�---� �-�—3-15/16" 14-718"� 6" 3-15/16„ NOTEFORALLMETALSU&S7RATE9.SCREWEMBEDMENTSMALLBEMIN.3THftFADS MAX. '� �- '�'I BEVONDINSI�EFACEOFMATFRIqL M�•� M�• MAX. MAX. 8'-0'HI SINGLE(X) 8'-0"HI DOUBLE(XX) TABLE2: ��illli� AsTestad Configurations �� NV LYNN �i� °1eF1B''' °°° "�''`b �+�+*pc�xro+aumrcu� � .��0.•••• •••.rt��(� �� J.ROSOWSKI 09/30/11 ALUMINUM fi063-T6 ��,�� Maz.Nom. Swing DP Certifiation �� • ��GENS • (<' ,��,y�;��y Confi uralion Freme T Sill T Glass F y Size(in) 9 Directlon r� Y� (PSF) Numhe� �.* P � � �~ ,�y�.��a ' 361c80 Single(� Out•swing Z-bad8oz High(humper) +!-50 19o-789,791 No.587�5 * �P1�90GPLT� � 36x96 Single(� Oul-swing 2�bedBOx Medium(bumper) +/-35 Min.1/8" � � �k ' _ � �� 196792 7Dc96 Double()OQ Oul-swing Z-bar/Box M�um(bumper) +)-35 Temp., � • �0 �fo7o TECHNOLOGY ORIVE 36x96 Single(� OuVln-swing 2-barlBox Low(saddle) +/-35• Mono.or I.G. ;�O.� 5 E,F' �. � NOHOMIS,FL 34275 T°L 7gg,�� . ,� . .�'<v�FLCERT.OFAUfH.:29296 CABANA DOOR INSTALLATION 72x96 Double()O() OuVio-swing Z-badBox Low(saddle) +l-35• � �` '-FCORID�' � ��: �� p� � ' SS ' •• G. A.L n Miller,P.E. •Limited Water(Water Infiltration Tested at 0 psQ. ��i��ONAL��`� E.iR587U5 CD-290 NTS 1 of 3 1093011JR INSTALLATION WITH BOX FRAME ylEDGE _ DISTANCE OPTIONAL OPTIONAL � EDGE SU T E SUBSTRATE OUT-SWING SINGLE HUNG SHOWN INSERT DISTANCE SHOWN SU T E EMBEDMENT / l � EMBEOMENT �x O 0 �_ WOOD SHIM SHIM INSTALLATION NOTES: OPTIONAL OPTIONAL 1)SEE SHEET 7 FOR SPACING OUT-SWING IN-SWING REQUIREMENTS. O BOX FRAME. SHOWN SHOWN 2)SEE TABLE 1 FOR ANCHORAGE EXTERIOR SHIM JAMB INSTALLATION AND SUBSTRATE RE�UIREMENTS. n (DIRECTLY TO SUBSTR4TE) �J 3)MAX.SHIM THICKNESS TO BE 1I4" � G] 4J FOR HARDWARE DETAILS,SEE SUBSTRATE EXTERIOR EXTERIOR SHEET 3. SHIM � O � I I OPTIONAL OPTIONAL � FIXED LIGHT FIXED LIGHT � INSERT INSERT BOX FRAME. OPTIONAL SHOWN SHOWN OP710NAL FIXED LIGHT EXTERIOR �X JAMB INSTALLATION • BOX FRAME. BOX FRAME, OPTIONAL � WOOD I SHOWN (USING 1X WOODBUCK) SHOWN HEAD INSTALLATION HEAD INSTALLATION SINGLE HUNG (DIRECTLY TO SUBSTRATE) (USING 1X WOODBUCK) INSERT SHOWN 0000 000 00000a00000000 OPTIONAL OPTIONAL��^ 0000°ooa; FIXED LIGHT KICKPLATE �o °o°°o°o °O°0°OO°o°o°°o° OPTIONAL WSERT INSERT °O o° 000po°o°QO° ADJUSTABLE ��Illllt� SHOWN SHOWN o°°°°O°o°o°o po ° BUG SWEEP \��ONY LYNN nf/��i,/ (SAD�LE � '��' ��GENSF ' F'P THRESHOLD �Q-�.' • ,k ONLI� �* No.58705 a a a � � � _ EXTERIOR EXTERIOR EXTERIOR � . �- t o 21 ll ; / STATE F :�� P OPTIONAL OPTIONAL OPTIONAL 2" / ''o�'�SS�ONA��G\` SAD�LE �_7��6' BUMPER o�e�, mm: w�be ME��y aU�,� THRESHOLD BUMPER THRESHOLD J,ROSOWSKI 09/30/11 ALUMINUM 6063T6 �rs��`��°°�Q`R'T SHOWN THRESHOLD SHOWN am�rn��voar�oFnas SHOWN R°r°�' °vm' R°'i'e'°` ooa.�*'nuroeusmmr�oa,�x wrcrr��mncurnaranccsm wmnev - �wasca:crvurwus�ne.r. � °�aN°°c a SIf�S� SUBS�RA SU�ST T / / / / 1070TECHNOLOGYDRIVE � NOKOMIS,FL 34275 FLCERT.OFAUTH. 29296 CABANA DOOR INSTALLATION BO)(/Z-BAR FRAME. A.Lynn Mlller,P.E. ��SP�' �'' �'�` °in°ffi"' �" SILL INSTALLATIONS p.E.i158705 C�-29D NTS 2 of 3 1093D11JR Lr _ � i i INSTALLATION WITH Z-BAR FR4ME f� i EDGE TABLE 3:HARDWARE(ALL FRAME TYPES) i DISTANCE� Part# Descdptlon il EDGE I SU T E 7WSP Lack Stnke Plate �, y fiFLA7M Sldkef Batkirlg Plale I DISTANCE � i 7cOSPOe �eadbolt SIAie Plate SUBSTRATE '' SU T E EMBEDMENT pesis� s&92x.775 PR FI.S.S. SHIM OPTIONAL '� —�— i OPTIONAL ' 1— 4UBLOK �aksuppunnssy. OUT-SWING SINGLEHUNG 78J9FW Ye s.75a PR FL SMS EMBEDMENT � �x SHOWN INSERT 7WSP LockSldKePlale(ACIhe5lab) SHOWN WOOD �� Sldker Backing Plale(ACine Slab) I I' SHIM SHIM �cosaoe Deaa7oltStnkePlaie(ACfneSlaO) 7BS16X5 A&32 x.375 Ph.FI.S.S.(Acti�e SIaE) ' OPTIONAL OPTIONAL 'i BCORIMW Rlm Foam InseM1•3 3/8' OUT-SWING IN-SWING �, 70EAD OeatlbolVKnoh(A�Ira) SHOWN SHOWN � 7NNOB0 Knoh Set pnxU�e) � 7C�KLOKB DeaChalVKrmb•Palls�ed Brass(Aahe) �� 7�BLK8 �ouble Lxksol 88333W Hinge � a a <1766 Mnpe Pin Cap O EXTERIOR EXTERIOR 4��a5 Hinge Pin Bushing EXTERIOR Z-9AR FRAME, 7p0�DM Hinge Pin JAMB INSTALLATION 7vra5 Minge wiet � (DIRECTLY TO SUBSTRATE) 78JaFPiW t/B r.750 Ph.FI.TEK SMS SUBSTRATE �x WOOD SHIM OPTIONAL OPTIONAL O FIXED LIGHT FfXED LIGHT O INSERT INSERT SHOWN SHOWN i Z-BAR FRAME, Z-BAR FRAME, OPTIONAL HEADINSTALLATION HEADINSTALLATION SINGLE HUNG (DIRECTLY TO SUBSTRHTEJ (USING 1X WOODBUCK) INSERT SHOWN o a o �o� EXTERIOR Z-BAR FRAME. OPTIONAL '°oo°OO'°o'u'°o'°000 OPTIONAL OPTIONAL °o°°o°°o°o °o o°°o° oo°a°o°o°000°�o�� OPTIONAL JAMB INSTALLATION FIXED LIGHT FIXED LIGHT KICKPLATE oo°oo°0000°0000°oa IN-SWING (USING 1X WOODBUCK) INSERT INSERT INSERT o o° o°°o° oo°000000o SHOWN �„i,$MAwN �°°°��%�a�o�o�o � SHOWN SHOWN o°°o°o 0 0 o a `�� y LY h�/�� /�, :�l`Z��''�GENSF ''.F'P L .e�. *� INSTALLATION NOTES: �r ' No.58705 aa � 1)SEE SHEET 1 FOR SPACING RE�UIREMENTS. _�• [.t,' 1�$I �I .:�� EXTERIOR EXTERIOR EXTERIOR 2)SEE TABLE 1 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. �1�'., 87A E OF 3)MAX.SHIM THICKNESS TO BE 1/4°. �'�T�S•F�OR��P�C�G\?; OPTIONAL OPTIONAL OPTIONAL2^ �,,SIONA��'� SADDLE 1-7/16" BUMPER o�,..�e�, o� M,m,mn �� a�arrt,am I THRESHOLD BUMPER THRESHOLD �evs��usrvEV�xrv�rar I SHOWN THRESHOLD SHOWN J.ROSOW51(1 09/30/11 ALUMINUM 6063-T6 ��,�� $H�WN PaweeY Oahc RoNdmc AAmPRQ°/I�TMY.NOPCI4AONOFTHI9 OOLTABIfINY9E USFDCNlB]AqCO�A' AfA'f�l Mi1fRMlf Il@GIPRLVm M'Alf7Bl iFAQSOYLKFTII!WbiWk.4 � sdes r / sue�rw� / su�sT T � � / 1070 TECHNOLOGY DRIVE i � / NOKOMIS,FL 34275 � FICERT OPAUfH. 29296 CABANA DOOR INSTALLATION I BOX/Z-BAR FRAME. s�y�r,d,i. s�,: snoee ' SILL INSTALLATIONS A.Lynn Mller,P.E. °'°"r"P"' R°'' II , P.E.#58705 CD-290 NTS 3 oF 3 1093011JR II