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Home My WebLink About15-16738 CITY OF ZEPHYRHILLS . - ' S335-8TH STREET - T (ei3)�so-oozo 16738 ', BUILDING PERMIT ', PERMIT INFORMATION LOCATION INFORMATION Permit Number: 16738 Address: 38552 PIEDMONT AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: ALPHA VILLAGE Est. Value: Parcel Number: 35-25-21-0050-00000-0880 Improv. Cost: 5,139.00 OWNER IIVFORMATIOfd Date Issued: 11/12/2015 IVame: PHILLIPS ALFRED Total Fees: 97.50 Address: 38552 PIEDMONT AVE Amount Paid: 97.50 ZEPHYRHILLS, FL. 33540 Date Paid: 11/12/2015 Phone: 813-428-0190 Work Desc: REPLACE 6 WINDOWS & 1 DOOR S/S CONTRACTOR S APPLICATION FEES i WEATHER TITE WINDOWS BUILDING FEE 97.50 �� r v' � -L � -I 5 � � � r �,m,`�� 0��3 Ins ections Re uired - FOOTER 2ND ROUGH 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: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water 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 pertormed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. �c Cc ��,.,_�- ONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN fi MONTWS WITHOUT APPRO\/ED INSPECTION CALL FOR INSPECTIOIV - 8 HOUR NOTICE ItEQUIRED PROTECT CARD FROM WEATHER .� �_ I IIlIII IIIlI 11lII I!!Il Illlllllll 1!1!I NII!11!!I Illllllll llll �c�� ' R�pt: 17249?� ltec: 10.U� DS: U.00 IT: 0.00 11j03�2015 eRee�nrding Patr�tti!hlum�er �aree!lDP�umber �_._��'°�2�-�?-��,,��a��<�.�� ' P�,1JLA S.t}'NEIL,Ph.D PASCC7 CLERK 8 CC7MPTRC�GLER �� `T�� M � � °�' 11�03/2015 o2:�e � x. o� i �t��@ it� ��Ui6t�� Oi� BI€ ��'�� PG "�'�� Ot7Rt� R� a`�,�i�t�° T��dD�R�I��fl h�r�by qives n�a�c��hat impeov�u��n#s v�iEl be tn�d�to c�r?ain r��!�rop��;y, ar�d ir ��ue,edar��t�iEh �ction 719.�3 n��e F#»€fd�S�at�tas,f��Elrn��g In�c�r��3�on ls pr�vlda�ln 4h��3TEC��C��i�EE�Ef+�. 1.D��tpt��c+�#p�p�ai�(8�,��dd��c�d,��ia�� _... �'�r��'::��.' ��?��.,�a.��.�� ... s}�tr��t�b}!addP�ss. ...��a'� .�o�{):�f��.��...._...��a�.,..�. 3,�',,,�a""'� , . .. 7.�n��1 d�r�p�i�n�sf i��t��n4s: ��.,'� ��`��..__ . ._ ��"�,.�.. ��#.�� .�,. ��f 3.t#�a��i�a��n csr L��a i�€��,�4or�i�#h�L��esas�tr��#h��se+��v��m�n�: " a�t�arr��ddr�ss: ��a��.,��.s �.,��s�,��r�' f��/ .. ,��,t��a:�FzR.s�_�=.^��... a)i�$m��n�addr�ss�f 4��sl�spfe#tEehalder(!�diff�rar�t#�an d�n$r lis�d �bave) . .._ .._... ... ._. .. _ ��ls�t�r�sE I�pr��a�: ____M._.___.....____. .��...._v__....___...____,,. ....�.__._.._ •-----------------__.� _._.._._.. ._ ...�.._.. . �.C��t��r Is�� a}R�lame��asEdr�: ��'�i�'�.��?�....�S 1�.La�o_.:�?,�"�'"��s��'1��-"� �'�� _r...,.._ --•--- ---_, b}T�asphan�Na,: �,,! � ��t�.�_...�._.. ..: _ Fax 6�a.�{�pticc�n�a} ��"��'.�.�.,�'�,..__..._,..�_...... ...._._.. ,__,.. �.�s�r��F applEeabl�,�aopy of 6h��r��r�b�nd Is�i�ahed� a}�i��sa and addr�s�: ,��.,. .........................._... ---..._..............,,..�._.,..,.....—.. ..__._... _. ......._.__..::._.._....... _.,...,_..........._ .... �.,-- b}Tei�phur��o.: ...................._..�._....___.__......-----..........._............�.....�..........._._...,...._.. ... .........,_..__._.,....._....._..._,._.,_.,.......___........._.... _ s)�;rr�o�nt�f��: � .. .... .... .. .. ..., . .. .. ... ....: ... _.._.......... ... . . ... .. 6.L�nd�e a}�dd��nd�ddsass= ,_� _—�,d.�.�._—_.......�..__.,_....___.__. ._. . .. _... .. ._ ,.. ._. . .. .. -.. , .�....n... ..._. bj'fel�phans�do: r __. .. .... � ._....... ..._.____... ..._._,.,...___.........___.__... ..._.........:...... .._._._ �',P��$��6��d�d��i��t�v�a�s up�n�t��r��t�s o�eti�er d�ments m�y�e s,erv�d as p�vidsa ti��sc�iLn 79�.93��){a}7.,��rid��#�t�s: �}C�a��ti ad�lr�s: _a.�.�..____._----------------------T.--�,!_,��!.-�....._.... . . . __ .... .--- --.... .. .. ... .. ..., . ..H. ,........___. ,.._. ......w. �.. .. bj Tel�ph�ne I�a.: .......�.... 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P�int nam�; ' �' �: ,�'�°�"____.---•--� . ' , ��;*:r�; ��K�S ' a. .r. �Y��A4laSt'JN��F�"i77A , , - ;g�. �XP�RES,Rovember 1.2Q17 - - , - 'D 3�� {a��¢g�3SStU i�W.^t pt�t�'.Ufl.9LYRA&t3 ��RPr;t: - � � ' ? I .�,"3';��"" £j� s»t,s�,''��3�r�s e,a�,��i �!'t' i�'�,.�"a�d� �' •i'��(,71.,�`�Ii�YTr�ril i�`I�"U�C�_aGt�at�IJf� ,r,��c�►V �f'1{�j �� , _i �I ` �IC �,'�vF?`-,;�J�1 t_,`v,r'i�'��..(�I i..';PY�.)� I FiF�l�rJl.l1�'1�IVT � o Ui�l �i�.�'' " �' G�_;�=`�-;=:!'<�CC��D iN"C��iS flFFICE �,i,<C. � ` � � VdITN4-�`�[V�Y i;�i�G P,iv�.� ��`ICln�S�i�L7NfS � I �. � � GAY � 0 U. 2 (�� ;p n P,�+UL;�S. O'�.�� , �;L:= K�CG^J�F�RULLER � ; ,.�'�'��.,, • e �;�PUT`f CLERK �� I�� , � bY _.._ O,r ,� ��. •' a� `��'ID,q �r i` � � � , s��7so-oozo City of Zephyrhills Permit Application �� ax-s��-7$0-002� , , Building Department Date Received l ,�3' �'�3 Phone Cantact far Permitting g�� '�'t08 — t7 l3 1 1 1 1 I I / 1 I t 1 I { 1 Owner's Name P i t i �Rs Owner Phone Number l3. 2�'�O i ST 3 Owner's Address �g.�,SZ �E'��a+�� V Owner Phone Number � � Fee Simple Titleholder Name � ,V!f+► � Owner Fhone Number � � FeeSimpteTitleholderladdress N I� JOB ADDRESS ^�gSSZ Y'!�M o arT A d LOT# `� suBfliv�s�o�u �1 LPM� V.e cAGE PqRCEl.ID# -�'�-25-2!- oogo -00060 -»o88'p {OBTAINED FROM PROPBRTY iAJC NOTIGE} WQRK PROPOSED NEW CONSTR 8 ADD/AI.T Q SIGN Q Q DEMOLISH INSTAE.I. REPAIR PROPOSED USE SFR �] COMM �� OTHER u�o s � 'EYPE QF CQNSTRUCTION SLOC}{ Q FRAME �� STEE� Q RESGRlPT{QN OF WORt{ REPGFICE SA�i"'►E J fZe � Co GJr N�Jos�/.,3" f I �+�0/L BUILDING SIZE � � SQ FOOTAGE� HEIGHT �� BUILDING � �J3�� VALUATION OF TOTAL CONSTRUCTION QELECTRICAL �� AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. QPLUMBING $ � �L1��'��,/�Gj � ��„�.- QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION ,f~� �� (��1 OGAS Q ROOFING Q SPECIALTY � OTHER �)�� / FlN4SHEp FLOQR ELEVATlONS FLOOD ZONE AREA QYES NO � �,�� i��' �� , � BUILDER ' ` � COMPANY (/��"`�T�� Ti TE �/^�'��'-� SIGNATURE iM�� 6 REGISTEREO Y/ N FEE CURREN Y/N /�� AMFA�FL Address � (_:ULL�M/,�US �� 3 License# C�C /.�/5�� ELECTRICIAN � COMPANY SIGNATURE REGISTEREQ Y/ N FEE CURREN Y/N Address License# � � PLUMBER � GOMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# f � MECHANICAL � � COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address License# �! � OTHER GONEPAitiFFY SIGNATURE RE�isT�Eo Y/ N FEE CURREN Y/N Address License# �� IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIM11111111111111111111111111 . RESIDENTIAL Attach{2)Piat Plans;{2}sets of Building Plans;{1}set of Energy_Forms;R-O-W Permit far new canstructian, " -- `J __L; --- - - Minimum ten(10)worRing days after submittai date. Required onsite,Construction Pians,Stormwater Plans w/Silt Fence instaiied, Sanitary Facilities 8 1 dumpster;Site Work Permit for subdivisiansllarge projects COMMEI2CIAL Aftach{2}complete sets af Buiiding Plans plus a Ufe Safety Page;{1}set of Energy Forms.R-0-W Permit for new construction. Minimum ten(10)working days after submitfal date. Required ansite,Construction Plans,Stormwater Plans w/Silt Fence instalied, Sanitary Facilities 8�1 dumpster Site Work Permit for all new projects.All commercial requirements must meet compli�nce SIG�4 PERMIT Attach{2}sets af Engineered Plans. •*•*PF20PERl'Y SURVEY required for all NEW construction. DJrections: Fill out application completely Owner 8 Contractor sign back of application,notarized {f aver$2504,a Netice af Commencement is required. {AtC upgrades over$75Q0} ** Agent(for the contractor)or Power af Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE GOUNTER PEF2M11TtNG {capy of con#ract required} Reroofs if shingles Sewers 5ervice Upgrades A/C Fences(PlotlSurveyJFaotage) Qriveways-Nat over Counter Ef on public roadways..needs ROW NOTtG�OF DEED RESTRICTION3: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than Couniy reguiations. The undersigned assumes responsibility for corrtpEiance with any applicable deed restrictions. UNLICENSED GQNTRACTORS AND CC)NTRACTOR RESPC}NStBILITtES: If the owner has hired a confractor ac contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. ff the cantractor is nat licensed as required by (aw, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended cantractar are uncertain as to what (icensing requirements may apply far the intended wark,they are advised to contact the Pasco County Building Inspection Division—Licensing 5ection at 727-847- 80Q9. Furfhermoce, if the owner has hired a contra�tor or contractors, he is advised to have the contractor{s} s'sgn portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the con#ractar, that may be an indication that he is not properly iicensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE REC(7VERY FEES: The undersigned understands that Transportation lmpact Fees and Recaurse Recavery Fees may apply ta the construction of new buildings, change of use in existing buildings, or expansian of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-Q7, as amended. The undersigned also understands, that such fiees, as may be due, wil! be identifisd at the time of permitting. (t is further understood that Transportation impact Fees and Resource Recovery �ees must be paid prior to receiving a "certificate of occupancy" or final power release. If the praject does not involve a certificate of occupancy or final power release, the fees must be paid priar to permit issuance. Furthermore, if Pasca County WaterlSewer Empact fees are due,they must be paid prior ta permit issuance in accordance with applicable Pasco Gounty ardinances. C�NSTRUGTION LIEIV �AW(Chapter 713, Florida Statutes,as amended): If valuation af work is$2,500.QQ or more, 1 certify that t, the applicant, have been provided with a copy of the "Florida Construction Lien L.aw—Homeowner's Protection Guide" prepared by the Flarida Department of Agriculture and Cansumer Affairs. If the applicant is spmeone other than the"awner", I certify that I have obtained a copy af the above described document and promise in gaad faifh ta deliver it to the "owner"prior to commencement. CON7RAC'T4R'S/AWNER'S AFFIDNVIT: 1 certify that alf the informatian in this application is accurate and that al!warlc wiii be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to abtain a permit to do wark and installation as indicated. I certify that no work or installatian has commenced prior to issuance af a permit and that all work wi11 be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land develapment regulations in the jurisdiction. I also certify that 1 understand that t3ie cegula#ions af other governrnen#agencies may apply to the intended work, and that it is my responsibility to identify what actions 1 must take to be in compliance. Such agencies include but are not(imited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,UtlaterlUtlas#ewater Trea#ment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercaurses. - Army Corps of Engineers-Seawatls, Docks, Navigable Waterways. - Department af Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestas abatement. - Federal Aviatian Autharity-Runways. I understand that the following resfrictions apply ta the use of fill: - Use af fill is not allowed in Flood Zone "V"unless expressly permitted. - if the fill materiai 'ss ta be usec3 in Flaod Zane "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professianal engineer licensed by the State af Flarida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify tha#fill will be used only to fill the area within the stem wall. - If ftN material is ta be used in any area, 1 certify fhat use of such fill will not adverse(y affect acijacent 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 appEicatian, for lots less than one (1} acre which are elevated by flll, an engineered drainage plan is required. !f I am the AGENT FOR 7NE QWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit priar to commencing construcfion. I understand that a separate permit may be required for electrical wark, 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 praceed with the work and nat as authority to vioEate, cancel, al#er, or set aside any provisions of the technical cades, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction ar violations of any codes. Every permit issued shall become invalid un(ess fhe work authorized by such permit is commenced within six manfhs af permit issuance, ar if work authorized by the permit is suspended or abandoned for a period of six(6) manths after the time the wark is commenced. An extension may be requested, in writing, from the Building afficial for a period not ta exceed ninety {90} days and will demonstra#e justifiable cause for the extension. If work ceases for ninety(90) consecutive days,the jab is cansidered abandoned. WARNiNG TO OWiVER: YOUR FA►ILURE TO RECORD A NOTtCE OF COMMENCEMENT MAY RESULT IN YOUR PAYICVG TWICE FOR IMPROVEMENTS TCI YOUR PROPERTY. IF YOU INTEND TO OBTAIN_FINANCING,-CONSUL-7 -- �..�_ _ 11UtTH YOUR-CENDER 4R A�]ATTCIRNEY BEFORE"RECORDING YOUR NOTICE QF COMME�CEIVIENT. FLORIDA JURAT(F,S.117.03) l QWNER Qi2 AGENT_ "� ;^'"""'��" CON3RAG30i2� `'""f ��G��:.�;— Su scribed and sworn t r affirmed)before me this Suq�cn,'bed and swom o r affirmed) ef�qre me this J/ 1 �� by .1F7�L� A6.¢,9MS ��/Ll�s� by MrcNAr�L Hocc.�r�J�aC� Who is(are personaily known#o me ar haslhave produced Who istare persanaEly knawn to me ar hasthave produced identification. "—"�"-' as identification. ~��/ — — � �"'G.- Notary Public �'�"'"""" Natary Public �— Commission No Commissi No. Name of Nofary fyped,printed or sfamped Name of Notary typed,prinfed or stamped � .�Y pi��; SPENCER KASS �4�Y Pjj�� SPENCER KASS :�... ;��. _,: ;: MY COMMISSION#FF 033074 • �"�` p�1Y COMMISSION ri FF 033074 �' EXPlflES:November 1,2Q17 =*� '"' "':� '�•' aonaea rn�u�ota �,e��c unae�wr�ers :�.�P,= EXPIFIES:November 1 2017 +RP��F�` � ;;p��q,�• Bondecf 7hru Notary PubGc k7ndetwtnets � _ ----- �.w _�.- _:��,__y.�:.�-•�.��:._.._____-��.�.u�.-,�.__ � 211.9 S'4`.Columbus`l�rive•Tampa,Floricta 33647 WEA?H�R Tite �� ( � {813)4Q8-4131�CGG#751 5 Ie t800)644-316I t�{� � a L��1� � � p UR.C�SE:�.GItEEN.[ENT THfS CONTRACT mada this �q Day o£��y�}y,tY` ,20�by and beftveen\VeatherTite, (Ixereinafrer referred to as"Safter")znd N�nc: �}fR6 rJ �t}tt�t�P'S Address: 'r��.'t ��ptnon-R- A,t� City:� .o Yt rui�+-� State: �t� Zip: 3=f�-td Prinxazy Phone:�.�,=�2,� -t��93 Secondary Phone: Email. (lrereinnfter referte ko as"&uyer"). • Se(!er a�rees ta sell,xnd buyer agrees to buy,aii ihose rnaterials and labor necessary fo install the same as set forth in the follrnving Specifications and in accoxdnnce�vith the Terms and Condihons belo�v aod�iriih appraximaYe mcasurements and snecificaFions tisted an Exhib�t A and/or Eahibit B. �$fl'��.. �1'�2 "#Q �P/F1CY)Y)Q_._�.CS►��_��_NOn..i.)S E7�0 ,(�Iy1 0SSk0 '��,tPlt�7(D �91Rs}$ �OdR flroo -�ro �v�nisK- 4,[l-�h NDV.J,_�(�"T` �10t� ylEtts, noN -l-,�ne��Ynso}a�4ta w�n�j+y�,iS. �,'_�y.,_�..t'�,��,s `�csr" H ro 1a� t�... �.�vwc ear� �no �rnto �n�p � H�r«o�-l.a�a1,l�e.�___..�,d�.. L i-tc�.c- �.,�cv L.�w�e Cso� acro�--� •��h. wM�o,,:.�s.., $h�n on n,o�r�� 4.�-_ Ai( ,�tr- wi,nr.�,.I�s,��' S.� . : Al yy1N'QOU.�'.) � •.� i�L=yy{�' .�'+�5 �OL.I.[�„y},,,�-a. te`C. �7•�^� 7(�tt�ji'1 � ��T��PI__YI CtQS��—h�\ F J t� —�—T _ .�+�.� �h«ri rnr�rc� }�n-v� �t�r� Sca�c--n5 �n1,�� +ao d�.Fl.-.,.L �y.'1�Cr�t'n�Ure.4-�a.-4- �`y�� ! 'r �� .�� ,,t ,/� /� ,y� �,.�jI.L2t1�fi �RCG C'}{YdL. �e fYlAt1��?�tT� �C3!'==�--r�.-"f' �L�51_.^!(� ht ,'la_ in �-y- rTf �pA'S��J_J_ul�_._ "r`" � i ( �)L y h�lOr+u �vX �t�('P¢�1._!}LG ua�u�ouYi �e ��'�C 'F04t.. �.'Ftt'Yl <°� -�� 4G�'� �� F`„r�.b�r.�_(�.!{eLx..._k�� s'�,�{�� ve. F3e�k�u- -t�.uns r��4�sR.� �i�� 4�&Q. "Tl�-C k Ut' �e�t-r.caS��.cL'��L�'�1wu�- 4'+�W�c.�+�( C.pb/�t_ knP O�c/ tr't�crwS. �� (�XNS2'ti,�L.42'IONDt1EStY07'XRrCLUZ3EP�IXNTING�[tVD/032STA�NIIVG Thisprice ref�'eets ull fr�tcde-ins,speeials und discotcnfs TOTAT.CASH PRICE��i�_ DOWN PAYhSENT��S�� UNk'A,SA BALANCE$__ "ryJ�Co d o C.O.D.$ 3��p_(`}C� AMOi1PJT FINATtCEI7�`� �__.___TF CR�EDIT,NC}.OF i�SONTHS`�.'� *Subject ta credit appr ovdt nr:d eetsting i»tei�est rzrtes yt�ith appraving insrihition.Bildi�rR Zip: C�2; � CREDIT CARD# , � _^� CREI7IT CAR.0 T1 FE EXP.I7ATE t. Anyhotdorofthis�ansnmcreseditconiractissubjecttoalietaims�mddefenses�vhichtiiadabtorcouldaseartogafnstihe:mllerafgaodeorservicesa6winedpussusnthes:o-ortistithlhe: ptaaords herenf.Aecorery hereunderby the dc6torshali not ciaed amavnts paid by the da6tor 6ereundcr.Venue oi payment disacpeneies to be dotcrtnincd by�YcatlicrTite N�nJou�s oaly. 2. Buyerny,recs io acccpt dclivezy ofmutednls uRer natiea from 3e1ler of thc ins4s!latian dntv.Afta7S dKys gast ih�date of iastallption[f6n}�ec refuses to accapt det3very,a chazga of2.5%per wcek shoti ba added as n storngc Cec.Hoaeve,Scllcr xh211 nnt hc lioble far any dala}'S caused 6}•u'a.�tiot,sirikes,ucSs ofOod,factory defectsnr otUa:caustt 6eyond its controt. 3. BuyRraci:no�+ricdges that he has rend this Agaement to ivtt,thot it is ilie campletc agreement borivren the parties,and t5at no arn!ptomisc or rep=esenenAon of tuty kind wil!be recoy,nized 6y,or nsearted against,Se!ler. �S. 7'fiis agreamcnl is tor ihe b�na6t of,andshull6c binding vpon,the�,anlessad�1c3z sespecacc 4efcs,successars ttcut assiens. 5. Buyct nuihorizes Seller to tnnkc inquiries afothecs conccmfng cxedit infamiation,inciuding,butnnt(itpited to pracuring coasum�zepoxts fmm consumermpaccmg agencies. 6. Any insint)that zcquin:s sm�ice orscrv'sees dudngthe time oCinstaii¢tinn tfint does not aflcot ihe strucWml integriry of products is,ond n�ill be,eonsidend aeomplctc install and homeoe:�cr a@rees to g�y in ful!at timo oPinstall.AIl sennees wlS7 Hc repuc�d in officc,sehedutcd and enmplescd in a zunna�r suifebte to the soeuri�y oPsen�ice as all�a2s e�e cuslom and dme is needed far manufacturing.Homeowncr mayvvitlil,old nn omaunt equat to estisnnted eost oi'correetion from f�nal puyment oaly.A ficranee chage nf S.SSb per monttt or 1 S4'o perannum xil� be assossed an aIi unpqid balan�s,but not tn at any time exceed lhe hig6cst lcgol ratc nf inlcresl npo�ecd. T. AS(Dccd Rcstrictrd Commnaitics,condos and iiom�o�tmcrs associadon mcrn6crs must assist io approrai oCproducSs.My requircd npprovuls arc thc soic:esponsiBFlity nf lhe l�omedu�ncu S. 8uyer 3s salely responsihle for moving fvmiture,remavin�mid rep2aciag bt3nds and any alamr systems near or nttacUed to any apening that work is being per!'ormed.Wea�harTite 1Yndows ndll not ba financiaqy responsiblc for damoge ofsuch items tvhat�oever.SYcatherTitc shnll nnL he hetd[esp�ns'sbte faraay damage to f0rniture andtar ftaats ar any othcrdamsge incurrec by Huye,9uycr's hame o[prppeny. 4. Bath pa�ties agrr_tSat any dispute acising fram this a�rsc�mcntsh¢!t 6o kept privase and confidentimt and nnt Gled prrecordcd In eoy publ[e record.'Iltc Buyer aerens to}:eep ttiis tmnsacGaa and any lssuc arising JFom this tmusaoiion pri+^�te,aad not to diuuss,puhifsh or disscminate any i�fam�acton udthovt priarteritlen consept of tt cather 7 iie 1'VLtdows,A dispu�a arisln6 f;a-� lhis contraet shall lx hcard by an or6itr,tor agrecd lo by 6akh putics und paid foxsolely by the Buyer. 10, RUycr Wi11 niso be respansibla for We paymeot af aIl tegnl fees�inciuding thuse(ncu�red 6y Neatf�erTile,to any levrl ofcoutt. f i. 1Su so]e excepiion ta binding nrbiGatian stmtf�e tqr nan-pa}zrtent,in whiah ensa R'eatiucTite qt iis sote dlscretSom m�y ttquest ar�ihadoa or any olhcr means alloircd by Ice•. I2. Any¢nd n1!6nUnecd cllecks tvtl!be chns�d n baunced cbeek fee nPS3U a�the r.ias:imum amae:nt altosvcd by taiv,sCauid a eontraet 8avc to go W co0ectians huyer shaU pay hvo times u= collection fee incurced and any legq!or othqr fca incutred by WcadicrTite. - �t3','"'1icf.�therTitc is not responsi6io tar reUntcs,tw:eredits and/or nny other 3rd pariy progmms/incrnlivcs. BUYER ACKP70NL�DGES RECEIPT�OF�AN Eh'.ECUTBD COPY OP THIS AGIl8Ebf6NT.BUYER HERE61'AGREES TO T}fE TEli,4i5 AFJD COyDtTIQiI'S OF THtS 03{UER. BllYERACh'StOlYLED6E5 TH8 R&CEiPT OF ATi2UE COPY 6F TNtS CO?�''i(iACt;DISCLOSURE STATE.MENT,WARlL1NT18S,GUARANTEES,NOTICE QF REClS10DJ QR NOTlCH 4F CANCELGITIOI3. _.._-- - •- �¢w-+.,F�t:aca�^,�:.:.- — 'r1LT.C NT CTS SOBJEC'P'PO CtI'k'.I�F.rIPPROVAL.`�'E�tT7tEIt7'TTE��'I�TDO�i'S,A Dll'IS1QN Of'IiOT,'LiINL]ECi•�EXTEI2IOR5,I\C_ BUYER _�_1�/'f�,t��eL��d�C��//� SS# �� Br• L�r��o a�� ss# BUX��2,'S RTGHT T4 CANCEL YOU,T $ L1Y6R,ivf AY CANCEL THIS TRANSACTSQN t�sT ANY T114fE PRIQR TQ IYIII}i�TIGIiT OF TFIE TI�RD$USTi�TESS D�:: AF'CER TI�DATE OF THTS TRANSACTIOTJ. CANGELLAT'TQN BY TEiE IiLJ1'ER AFT'ER THE RIGHT TO RESCIND HAS P.�SS�D, S(�{ALL B E DEEIvIED A MAT�RTt1I..BREACH OF THIS AGREEIvtEN'I'A?VD ENTITLES T£�CONTRACTdRS TO DAMr1GES EQi.ir s TO(33%)THII�TY-TFrREL�PERCENT OF T"r3E AGREEI?CQNTRACTAMOUNT. D4scr[bnQon:V1R�Ire:OFfice }ellmr;Buycr P3aL;Uuytt iV='plG�ESr;< o e • ' - O�Rt4f� .. � �"`ti`"t� � �=_:.�- ��' ;fr.r_. �� `� : i� � ,:t City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: V`��r� l/l/��+v I Date Received: ll` 3'�S SltO: � LJ�U Z i /rC�117(11��`2� Permit Type: 5/ S � GJ�h�pyJ � � �ddr , ( , Approved w/no comments: ` Approved w/the below comments: ❑ Denied w/the below comments: ❑ �I ' This comment sheet shall be kept with the permit and/or plans. , � � �I� ,�J, Kal��' �it r , lans Examiner Date Contractor and/or Homeowner (Required when comments are present) � � � �.e.>r�na„�s , � 1 S G r,'� - 2 ��,��c.S ' ,� , ,. �e�� 8��6� ��0�� . ��. 6�voduc�Ap��a�: �y-�S. 3 � l��/N• 2 , g 20$•i E�rpnsure.!�_ Size#or�9ze R�p4a�Qrr+e��No � � ��$ Z �'�� - �c'PtALE SAMF SrZE 7 l� _ �- � (� �„��,.�r�ow s -?��C 7�3 S`�/,\�' �-�-- ��X� � ��._.." � l $'�-� .Jr n�G f7 X �Yy�`'r GCF�ss �002 • —��` .. c.--�'��; 5ta. 3 5 Yx- � '`y- ;- � t , �'' �<��,�� 2��3, . �1.� .�t f�i�'� p»,i�.aG a4�S 3��x�� ? ' �t.� ALL W RK SHALL COMPLY WITHALL PREVA ING CODES,FLORIDA BUILDING �,,�� _ .Rv.�� yM . _ CODE, ATIONALELECTRICCODEAMJ� L,J;N� ` � CITY 0 ZEPHYRHII,LS ORDIN�CES S�- ��. , �\ S�-�-a . -��" _. +- �t CJ � pr. �� t��y \ � p q -/r ��.�/'�T`I� n �j -. (•� `�f ��' \ �� gT��'��/��1� /,. i' � 4 ��-1� � CI� � 1 � �� OF��PHy�HILL . - � �'L,q►yS�� ,. Florida Building Code Online 2 ' ;,.�:.� . � .. . . - , �;{�.� � :,, ,:;�., � . - �'.m".�%!1;-�1•i'w�a`tA.d�`.i7(�`.�.{'„� � _ / p aY�{!11 �d�s. ... .-.+e ., - j� � j �=-, ��+�((��. o°��`� �� o'j=!°-µ6 U @"�f'�i�'�t �� G ; �� .i-j� -�, �:=�-�`�.,�� '�.�.T._��.._ __��:�� _____..� _, _�_.�.� _ �-�: : .z. , _ �,: .�_� ��ty,((ma�t� BCIS Home { Log In ; User Registradon ; Not Topics j Submit Surcharge � Stats&Facts ; Publications ; F8C Staff j BCIS Site Map � Links � Search ; N" Busines � �=� � -'] ��^; e;� Product Approval Professi \�UI VE: �� USER:PublicUser � Regulation Produd Approval Menu>Product or Appliradan Search>Appiicadon List>Appliwtion Detail �'��'rti``x"s7��:°� � FL# FL8208-R9 r^-•s�P'�'r Application Type Revision Code Version 2014 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 34275 (941)486-OS00 Ext22318 druark@ pgti nd ustries.com Authorized Signature ]ens Rosowski ALL WO j rosows ki@ pg tin dustries.c��E�r�g��SH,qLL Technical Representative Jens Rosowski �1'�r 'NA1'IpN�DE FL p LYWITI� Address/Phone/Email 1070 Technology Drive 4FZEp �4L ELE� RIDA 8U ALL (941)486F0100 7Ext 21140 �1zLs�co��c jrosowski@pgtindustries.com IN,qNCE S Quality Assurance Representative Address/Phone/Email �� Category 6cterior poors �� , `� C7� '��- Subcategory Sliding Exterior poor Ass ��/}��,�� _� , Compliance Method Certification Mark or Listing '�1��/� '��5, � Certification Agenc.y Keystone Certifications,Inc. � � Validated By Steven M. Urich, PE `\`�� Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Y��r i AAMA/WDMA/CSA 101/I.S.2/A440 2005 ' ASTM E-1886 2005 � ASTM E-1996 2005 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqtishZwcYZU2lHcyso%2fG8... 7/8/2015 Florida Building Code Online � 2 i � - Product Approval Method Method 1 Option A >• . ' ' Date Submitted � 06/11/2015 Date Validated I 06/17/2015 Date Pending FBC App�oval Date Approved ! 06/25/2015 I Summa of Products # I Model,Number or Name Description X 8208.1 I SGD-470(Non-Impact) PGT Vinyl Sliding Glass Door L' ' Use � Certification Agency Certi£cate Approved for use in HVHZ: No FL8208 R9 C CAC Certification-470.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 11/li/2016 Design Pressure:N%A Installation Instructions Other:Please see the Installation Instrudions for design FL8208 R9 II SGD-470.odf pressure,size and anchorege information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Parry: No Evaluation Reports FL_8208 R9 AE SGD-470 Evaluation.odf Created by Independent Third Party: No 8208.2 I SGD-570/Z770/2870(Impact) Vinyl Sliding Glass Door Limits of Use � CertiFcation Agency Certificate Approved for use in HVHZ:No FL8208 R9 C CAC Certification-570-2770.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/li/2016 Design Pressure: N%A -` Installation Instructions Other:Please see the Installation Instructions for design FL8208 R9 II SGD-570-2770-2870.pdf pressure,size and anctiorage information. Verified By: A. Lynn Miller,P.E. 58705 ;; � Created by Independent Third Party: No , ,, ,� �` Evaluation Reports r ' ' I FL8208 R9 AE SGD-570-2770-2870 Evaluation.pdf . � „ � �� Created by Independent Third Party: No ' I , � � � }� � , `�, � Back NeM iContad Us 1940 North Monroe 5[ree[,Taliahassee FL 32399 Phone:850-487-1824 The Sta[e of Florida is an AA/EEO employer Coovrioht 2007-2013 Sta[e of Florida. Privacv Sta[ement Accessibiiitv Statement Refund Statement I i Under Florida law,email addresses are public records.If you do no[want yaur e-mail address released in response to a public-records reques[,do not send electronic mail to this entity:Instead,cantact the office by phone o�by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1)„Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Depar[ment with an email address if [hey have one.The emails provided may be used for official communicadan with the Iicensee.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 avaitable to the public.To determine if you are a licensee under ' • i Chapter 455,F.S.,piease click here , " Product Approval Accepts: •. � � eCteck � � j tilYU�tC\'�titi:fliiL'.� � I I I I � � I I https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtishZwcYZU21 Hcyso%2fG8... 7/8/2015 Florida Building Code Online 4 . -,:_ -'�t�:�: ,:,,.�;";- - � _ . : _ . .- _ . . �;��--� :" �. `�:�,:e��u�� :" ".- '_ ��- ' _ _ = ; r�� _-'-^�ti [6i. �;�- e ,�� - � ' ', - J��'� . �`�� . -A��°:3�r�e �� .��9��'��t p�'� ��.....��-�-�.:� � �. i .a � a��.� .�„'mF;;�- ��Y�a(�t�`n�Cd' BCIS Home � Log In ; User Regist2don t Hot Topics I Submit Surcharge j Stats&FacLs i Publications ! FBC Staff j BCIS Site Map f Links I Search ; �� Busines�'��7 �= Professibn�al �`� ,"�� USER:Pub;APProval Regu{a�ian , Product Aooroval Menu>Pmduct or Aoolicadon Search>Aooliwtion List>Application Detail 'I +^�:%ErL3�� FL# FL1435-R16 � :r..:�.�,-�'��"��i . � Application Type Revision Code Version 2014 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 34275 (941)486-0100 Ext22318 dru ark@ pgti nd ustri es.com Authorized Signature Jens Rosowski jrosowski@pgtindusiries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 6ct 21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE �u Validation Checklist-Hardcopy Received ' Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/IS2/A440 2011 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ' ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E1886 2005 ASTM E1996 2012 ASTM E283 2004 ASTM E330 2002 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqsbCUITKe120DuttTaLxE3... 8/22/2015 Florida Building Code Online , 4 � ' • II r ' . �, I i � Product Approval Methold Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/16/2015 Date Pending FBC Approval Date Approved j 06/25/2015 Summa of Products FL# I Model,Number or Name Description 1435.1 SH-200 Aluminum Single Hung Window(Std.Meeting Rail,inc. Pass- Thru) Limits of Use � , Certification Agency Certificate Approved for use in HVHZ:No FL1435 R16 C CAC Certification SH2O0.odf Approved for use o tside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No OS/28/2016 Design Pressure:N/A - Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-200.odf pressure,size and anc orege information.The Pass-Thru Verified By: A. Lynn Miller,PE 58705 version was not tested for water infiltration. Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-200 Evaluation.odf i Created by Independent Third Parly: No 1435.2 I SH-200 HD Aluminum Single Hung Window(with HD Meeting Rail) Limits of Use Certi£cation Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC Certification 200HD.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No O1/08/2017 Design Pressure:N/�'q Installation Instructions Other: Please see th�Installation Instructions for design FL1435 R16 II SH-200HD.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-200HD Evaluation.odf Created by Independent Third Party: No 1435.3 � �� SH-400 Vinyl Single Hung Window , Limits f Use Certification Agency Certificate A oved for use inIHVHZ: No FL1435 R16 C CAC SH-400 Certifications.odf pproved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No O1/21/2017 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R16 II SH-400.odf pressure,size and ancliorage information. Verified By; A. Lynn Miller,PE 58705 Created by Independent Third Party: No � Evaluation Reports FL1435 R16 AE SH-400 Evaluation.odf Created by Independent Third ParLy: No 1435.4 I SH-500 WinGuard Vinyl Single Hung Window Limits of Use � Certification Agency Certificate Approved for use inIHVHZ: No FL1435 R16 C CAC SH-500 Certification R14.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 08/27/2016 Design Pressure:N/A Installation Instructions Other:Please see thel Installation Instructions for design FL1435 R16 II SH-SOO.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-500 Evaluation.pdf � Created by Independent Third Parly: No 1435.5 II SH-800 WinGuard Multistory Aluminum Single Hung Window Limits of Use I Certification Agency Certificate Approved for use inIHVHZ: No FL1435 R16 C CAC SH-800 Certification.odf Approved for use oWtside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/07/2017 https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbCUITKe120DuttTaLxE3... 8/22/2015 Florida Building Code Online 4 ,: ` � . Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R16 II SH-800.pdf pressure,size and anchorage information. Verified By:A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-800 Evaluation.pdf Created by Independent Third Party: No 1435.6 SH-2100 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R16 C CAC Certification SH-2100.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2016 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R16 II SH-2100.pdf pressure,size and anchorege information. Verified By:A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-2100 Evaluation.odf Created by Independent Third Party: No 1435.7 SH-2200 Vinyl Single Hung Window Limits of Use Certi£cation Agency Certificate Approved for use in HVHZ:No FL1435 R16 C CAC SH-2200 Certifications.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/21/2015 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL1435 R16 II SH-2200.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Parly: No Evaluation Reports FL1435 R16 AE SH-2200 Evaluation.odf Created by Independent Third Party• No 1435.8 SH-5400 EnergyVue Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R16 C CAC SH-5400 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No -, 08/13/2018 , Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-5400.pdf pressure,size and anchorege information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Parly: No Evaluation Reports FL1435 R16 AE SH-5400 Evaluation.pdf - Created by Independent Third Party: No 1435.9 SH-5500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL1435 R16 C CAC SH-5500 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 10/Ol/2018 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1435 R16 II SH-SSOO.odf pressure,size and anchorage infortnation. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R16 AE SH-5500 Evaluation.pdf Created by Independent Third Party• No i Back Next Contact Us 1940 North Monme Street.Tallahassee FL 32399 Phone:850-487-1824 The S[ate of Florida is an AA/EEO employer Coovriah[2007-2013 State of Florida. Privacv Sta[ement AccessibiliN Statement Refund Statemen[ Under Florida law,ematl addresses are publfc records.If you do not want your e-mall address released in response tn a public-records request,do not send elec[ronlc mall[o this entlty.Instead,contact the office by phone or by traditional mail.If you have any questlons,please con[act 850.487.1395.•Pursuant to Section 455.275(1),Florida Statutes,effective O[hober 1,2012,licensees licensed under Chap[er 455,F.S.mus[pmvide the Departrnent with an email address if they have one.The emails provided may be used for o�cial communicaUon wi[h the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provlde the Depar[ment with an email address whtch can be made availa6le to[he public.To determine If you are a licensee under Chapter 455,F.S.,please tlitk ere Product Approval Accepts: � � E�� https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqsbCUITKe120DuttTaLxE3... 8/22/2015 i Florida Building Code Online ; 4 � � � • �«��t.-,,,f��,�> � ' r �� ' � I, � i i I i I � � � � I i i j - I � I � � � i I il I I I i I I � I � https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsbCUITKe120DuttTaLxE3... 8/22/2015 GENERALNOTES. 1)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH ANCHOR LOCATIONS&SPACING THE FLORIDA BUILDING CO�E FOR THE DESIGN PRESSURES LISTED, 2)WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-12"THICK.1X WOOD BUCKS 20"MAX.O.� \�4-1/8"MAX ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO SOLID CONCRETE.WOOD /� BUCKS DEPICTED AS 2X ARE 1-1/2"THICK OR GREATER.ATTACHMEM METH00 � , f � OF WOOD BUCKS SHALL BE DONE BV OTHERS. � ��- � \ L 3)SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO �' SUBSTRATE EDGE(EXCLUOING FINISH OR STUCCO). � e� % sn� % 4)SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE � �4-1/8" SUBSTRATE,USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. Mp� 5)ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE � FOR SUBSTRATE MATERIAL.DISSIMILAR MATERIALS SHALL BE PROTECTED AS RE�UIREO TO PREVENT REACTIONS.ALUMINUM SHALL BE PROTECTED FROM " � ` - �ISSIMILAR MATERIALS AS SPECIFIED IN THE FLORI�A BUILDING CODE. \/ ' 6)ADHESIVE SEALANT SHALL BE USED BE7WEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RE515TANCE OF ADD 1 ANCHOR 52-1/S" 52-1/8' INSTALLATION SHALL BE DONE BY OTHERS. AT MID-SPAN�--�. MAX.BUCK MAX.BUCK FOR WW>32" '�� 6"MAX 4-1l8" 7)MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUiHERN PINE,2.7 KSI \ i �MqX ; CONCREfE AND CONCREfE MASONRY UNITS COMPLYING WITH ASTM C-90. � � -�-� .�,'�4'��8�MAX { GLAZING COMPLIES WITH ASTM E1300. � � 10"MAX � I B)THE t/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION.THE — � � � , 1.6 LOAD DURATION FACTOR WAS USED FaRTHE EVALUATION OF WOOD � SCREVJS. L i 9j IF THE EXACT PRODUCT SIZE IS N�T LISTED IN hIE TABLES,ALWAYS ROUND � 11-1/2" � 41/8" j UP TO THE NE%T LARGER VALUE. M/U( � M� I TABLE 1:FIN 8 FLANGE WINDOWS ' �� 7g" � 'i Buck5lze Desi nPressure CertificaUon TestRe oRs t2 M�. � I Width Hei ht (+) sF -� sf Numbers P Mqx BUCK sz-ua�� s^ ao �s ieo-n� Fn.-eaio,r�aii � � � � ; TABLE 2:FLANGE WINDOWS � 78' � 1MAX � i NGn.Edge Min. : Mchar Type Substrate MpX, � DIsL EmbefiFlent - / � / i Wood(Southem Pine) 7/1s" ��/g• BUCK ; Steel Stud G�33 3f8" .045(16 GA) � _� ' #70 Steel SMS � � Alumiman-6083-T5 3l8" Va^ s^MN( � Steel,A36 3/8' 1f8' 311G Masa;ry Conuete 1" 1-3i8' ----I 4-1/8"MAX � �c�' Wdlav CMU 2-1/2" 1-1/4" � FLANGE&E�UAL LEG FRAME FIN FRAME ; NOTE FORALLMETALSUBSiRATES,SCftEWEM8E0MEFR5HALLeEMIN.3TMREA0.5 ' BEYOFID WSIDE FACE OF MATERIAL. � TABLE3:FINWINDOWS .,tti�• '�'�'�, I AnchaType Substrate Min.Edge Min. �, ;,i';;��i �;, i / �Br oe�: �t ��i�� Dist EmbedmeM �. , �� J.ROSOWSKI 08101/13 RIGID VINri 1-'1f2"x.'135" �.i ��:•c.1�.� • F�� wae rre�sw.a• O�aa�wree�ne�w i Ro�ng Nail Wootl(Southem Plne) 3!8" 1 7l16" ,wy��y� : ` r.t:�:.'` �nraro�anurz� ? ' 2-1YX'x131" ` c• ... - � Wootl(Southem Pine) 3!B" 2-7/16" - _(_! p Common Nail - ' ^ � ,�` � 'L✓�S i� 1D70TECHNOLOGYDRNE + #12 Panhead Wood(Southem Pine) 9l16" 1.3lB" � �,- .=` NOKOMIS,FL 34275 �� f - sMs ';ti?, b;;�� . . ,; � a�or�r�ea ;�� F,L�,t.��:;. ^�:::�` FLCFRT OFAVTH. 29298 SINGLE HUNG INSTALLATION � Screw Wood(Southem Pine) 7/16' 13f8" .. - . f�`•' � ��,_ G, A.Lynn Mllier,P.E. �°� �" � °""�10M' R"' ! ' ��'i,'".;'+(�ilt:`''., P.E.i158705 SH-400 NTS 1 0(4 1032511JR i - i r-- , . INSTALLATION WITH FLANGE FRAME EDGE � 1 . jFIN REMOVEDZ DISTANCE � � ' �J EDGE BS TE ; � DISTANCE � � 11 ST TE EMBEDMENT i ' � E%7ERIOR ` � _� EMBEDMEN7 � � � � 1X WOOD ; SHIM 1 ' � SHIM �V ! ❑ ❑ O � �� --� - � , I � , � j �OR D r� � o i '✓ EXTERIOR UBS T � SHIM 3-1/4" FLANGE FRAME, JAMBINSTALLATION FLANGE FRAME,. , FLANGE FRAME (DIRECTLY TO SUBSTRATE) 4 HEAD INSTALLATION HEAD INSTALLATION (DlRECTLY TO SUBSTRATE) (USING 1X BUCKSTRIP) ' � � � EXTERIOR � � � 1 EXIERIOR EXTERIOR � ' t ! ? NO NO � ANCHORS ANCHORS �� REQUIRED �� REQUIRED � ` � \ � � BS T� qX SHIM J � WOOD � � � FIANGE FRAME, }�• ��_i'n;,;� . ' i SH1M JAMBINSTALLATION � ��\ �:!�.� ; SHIM / .\ (USING 1X BUCKSTRIP} ��:�•�;-,_i.:�� .:a . � � . �: . 7X WOOD �,� , �'% i — -- ——-------- ——--—— —--- —�--- -—� - ---- � .r � ;.�o.57705 • � su 7 i J;`ry`� (n fD�� _ ---------�- -- i .�Cy' S�TE.O- ";�/- y FLANGEFRAME, ' ��;. '":On+�"'. :�:.: { SILL INSTALLATION �gg �,,isi, • - ��,` � (DIRECTLYTOSUBSTRATE) �i '��?I'�Ih:l�- ,•,` FLANGE FRAME, ��, � 4� , SILL IN5TALLATION ��on�°Pma�nv� � J.ROSOWSKI OS/OVt3 RIGID VINYL �y��yy.�� (USINGIXBUCKSTRIP} ,��r,�y,�� t I . wm: rm�s.av: aoan�n.wrseusmar�ott�w ( .ar�Mm�ournE�watra �a�wrenv� INSTALLATfON NOTES: � � � �070 TECHNOLOGY DRIVE � 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. NOKOMiS,FL 3a275 T� � 2)SEETABLE2FORANCHORAGEANDSUBSTRATEREOUIREMENTS. F�CeR7.OFnu7H. 2s2ss SINGLE HUNG INSTALLATION j 3)MAX.SHIM THICKNESS TO BE 1!4' s.�.,u„a�. am smc o�o..nM, n,�: ( 4 ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN. A.Lynn Mlllar,P.E. � P.E.ii58705 SH-000 NTS 2 of 4 7032511JR � 1 INSTALLATION WITH EQUAL LEG FRAA�E (FIN AND FLANGE REMOVED) EDGE DISTANCE ~ BS TE S ST E � EMBEDMENT EXTERIOR EMBEDMENt _�_ � � 1X WOOD � SHIM �� i SHIM � � � � � o �� 8S TE � i ��I� � SHIM � EXTERIOR EQUAL LEG FRA__�E � JAMBINSTALLATION � (DIRECTLY TO SUBSTRATE) � I E�UAL LEG FRAME, , HEAD INSTALLATION EQUAL LEG FRAME, (OIRECTLY TO SUBSTRATE) HEAD INSTALLATION (USItJG 1X BUCKSTRIP) ' �� EXTERIOR , EX�OR �T�R � i ,-r� 1 �(� No � NO � f � pNCHORS � ANCHORS o n REQUIRED REQUIRED . I I I � � I� � BST TE �x SHIM I �� WOOD E4UALLEGFRAME, ,�•, � �'+�: ' � JAMB INSTALIATION .• �_.,(�,;;,, i SHIM a SHIM % / (USING 7X BUCKSTRIP) ' "" __ F 1X WOOD � �� F;<`" .� �:�,. } �:o.`.:;ilC •� i su rw�e ' n, �" 6 'u.�IS %j'' � ' ,Yr,.G., ..:. } ��,:•� �'tct':�� '��`�. f EQUAL lEG FRAME. S ST TE ,�`�, • ;�-, � SILL INSTALLATION �,�..'fr,'.,��b��.`� . (DIRECTLY TO SUBSTRATE) EQUAL LEG FRAME. ' ,.�� SILL INSTALLATION u�+�e,: o�: usmr n¢waiwrntc�o�a�nmvnu� � {USItJG 1X BUCKSTRIP) J.ROSOWSKI OB101113 RIGID VINYL �°�,.�,��.y�� wm: a.-aa,� ��Tun:e�poenavcwnas � noa.a�rt/uresusm aeaa�au�a �xrawrxrno+tri�tw�x�Mrarte/ � , �.mwcrwrwwsraez � INSTALLATION NOTES: � °�'ap°" ; - 1)SEE SHEET 1•FOR SPACING REQUIREMENTS. 70T0 TECHNOLOGY ORNE �. NOKOMIS,FL 3d275 2)SEETABLE2FORANCHORAGEANDSUBSTRATEREQUIREMENTS. F�CERi.OFAu7li.:2s2se SINGLE HUNG INSTALLATION i . 3)MAX.SHIM THICKNESS TO BE 1/4" �,�,��y�. �,; � • 4)ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN. A.Lynn Mlller,P.E. SH-400 NTS 3 0( 4 R�� 1032511JR �Y I P.E.p587Q5 } y � � � � - INSTALLATION WRH FIN FRAME 1 • �_ — ! EDGE SU r � DISTANCE EXTERIOR � -� - � i sHtM OPTIONAL EDGE� � ((�� FLANGE � DISTANCE �� C OPTIONAL 4 i FLANGE� Exrewoa ' � � I / o I FIN FRAME, HEAD INSTALLATION � : o ; � } � SHIM � i FIN FR4ME, JAMB INSTALLATION t i � �((�� i � SUBSTRATE � � I I�. p �` r..n.� r ` f . ' SHIM , '' :,^,.��" S �OPTIONAL •:�"�,-�t�a.:: i r` FLANGE _ �- i ,,•7;=. r -- �J ,::,._�.. z _---_—_— S ST E --— EXTERIOR — --- ___—____—__'_____ r __—__L_— '`�� 6 lo �� `t,l' i .ii ,t. ` ; SILL INSTALLATION `.>� ��;:`;��` •C�y � -- =�r�r;�'i 4;' ommer• wa wa�.� measwamt�camar�mvcv� ' J.ROSOWSKI 0&01113 RIGID VINYL ��,i,m�� I a'nvAnvwEraav.wPow�mva��wa { • ooa�xrwreEtsmow�av � ,vn'aw xnrpur nBtars�ssc�u xmner atwusv;o�ler�mtart�5 INSTALLATION NOTES: � �� 1070 TECHNOLOGY ORIVE 1)SEE SHEET 1 FOR SPACING REQUIREMENSS. NOKOMIS,FL 34275 T�"' ( 2)SEETABLE3FORANCHORAGEANDSUBSTRATEREQUIREMENTS. FLCERT oFnUiH. 2s25s SINGLE HUNG INSTALLATION � 3)MAX.SH1M THICKNESS TO BE 1/4' A.Lynn Mlller,P.E. s'"°•°�°°'t s�`' �` °'°"°'°"m "'"` � P.E.#58705 SH-0DO NTS 4 of 4 1032511JR ! ) Florida Building Code Online 4 .:,, �y . ,, _ -Y.,;,�.� - � � < ' , . _ � - �'�,� ��°' II�. t,��"�_f.�I�""',,.,,t"t(.� �� .� � %T�,�\ ,�� ,, .. io �s � e��` . 'g __. E �3 S ,�� !� � _j .. y �'��', i q��_�.��.��..�.�.��'�,,�..�.�� _ �--- - �,.� _ r�-�:..::; -��•�=�, .� , ,.._. _ ��na��ntdf BCIS Home ; Log In { User Regis[radon ; Ho[Topics j Submit Surcharge j Stats&Fac[s ; Publica[ions ; FBC Staff � BCIS Site Map I Links ; Search ; Y" Busines�� -- � �z:, �;� Product Approval Professi �n�al �-� USER:PublitUser Regu{a�ior� �� Product Aooroval Menu>Product or Aoolicadon Search>Aooliration List>Application Detail ti��„�,��rr.�'�? FL# FL1844-R19 �P�ar-,i ^ - Application Type Revision Code Version 2014 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 34275 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.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 �u 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.5.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E-1886 2005 ASTM E-1996 2012 ASTM E-283 2004 ASTM E-330 2002 Equivalence of Product Standards Certified By 1 https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqsGsvRHsb6W7CihkBPFyP... 8/22/2015 Florida Building Code Online i , 4 I , 'w I Product Approval Meihod Method 1 Option A Date Submitted 06/il/2015 Date Validated I 06/19/2015 Date Pending FBC Approval Date Approved li 06/27/2015 I Summa of Products FL# I Model,Number or Name Description 1844.1 ; HR-210 Aluminum Horizontal Roller Window with Slip-On Nailing Fin Limits of Use � Certifcation Agency Certificate Approved for use i,n HVHZ: No FL1844 R19 C CAC Certification HR-210.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:INo 01/10/2016 Design Pressure:N/A Installation Instructions Other:Please see tfie Installation Instructions for design FL1844 R19 II HR-210.odf pressure,size and arjchorage information. Verified By: A. Lynn Miller,PE 58705 I Created by Independent Third Party: No I Evaluation Reports FL1844 R19 AE HR-210 Evaluation.pdf I Created by Independent Third Party: No 1844.2 I HR-410 Vinyl Horizontal Sliding Window Limits of U e j Certification Agency Certifcate Approv for use i�HVHZ: No FL1844 R19 C CAC HR-410 Certification.odf ved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No O1/29/2016 Design Pressure:N/A Installation Instructions Other: Please see th'e Installation Instructions for design FL1844 R19 II HR-410.pdf pressure,size and ani horage information. Verified By: A. Lynn Miller,PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-410 Evaluation.pdf Created by Independent Third Party: No 1844.3 I HR-510 WinGuard Vinyl Horizontal Sliding Window Limits of Use �� Certi£cation Agency Certificate Approved for use iq HVHZ: No FL1844 R19 C CAC HR-510 Certification.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/19/2015 Design Pressure: N%A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R19 II HR-510.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 iCreated by Independent Third Party: No � Evaluation Reports I FL1844 R19 AE HR-510 Evaluation.pdf Created by Independent Third Party: No 1844 4 i HR-2110 Vinyl Horizontal Roller with Integral Nailing Fin Limits of Use I Certification Agency Certificate Approved for use in HVHZ:No FL1844 R19 C CAC Certification HR-2110.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: f�o 02/21/2016 Design Pressure:N/A Installation Instructions Other:Please see the Installation Instructions for design FL1844 R19 II HR-2110.pdf pressure,size and anchorage information. Verified By: A. Lynn Miller,P E.58705 I Created by Independent Third Party: No �I Evaluation Reports i FL1844 R19 AE HR-2110 Evaluation.pdf Created by Independent Third Party: No 1844.5 I HR-2210 Vinyl Horizontal Roller Limits of Use i Certification Age�cy Certificate Approved for use inIHVHZ: No FL1844 R19 C CAC Certification.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/22/2015 Design Pressure: N/A Installation Instructions I I https://floridabuilding.org/pr/pr_ap;p_dtl.aspx?param=wGEVXQwtDqsGsvRHsb6W7CihkBPFyP... 8/22/2015 Florida Building Code Online 4 , ' Other:Please see the Installation Instructions for design FL1844 R19 II HR-2210.odf y� pressure,size and anchorege information. Verified By:A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-2210 Evaluation.odf Created by Independent Third Party: No 1844.6 HR-2710 Premiere Vinyl Horizontal Roller Limits of Use Certi£cation Agency Certificate Approved for use in HVHZ:No FL1844 R19 C CAC HR-2710 Certifications e.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 R19 II HR-2710.odf pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R19 AE HR-2710 Evaluation.odf Created by Independent Third Party: No 1844.7 HR-2810 Premiere Vin I Horizontal Roller Y Limits of Use Certification Agency Certificate ' Approved for use in HVHZ:No FL1844 R19 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 R19 II HR-2810.odf ' pressure,size and anchorage information. Verified By: A. Lynn Miller,P.E. 58705 Created by Independent Third Parry: No Evaluation Reports FL1844 R19 AE HR-2810 Evaluation.pdf Created by Independent Third Party: No 1844.8 HR-5410 EnergyVue Vinyl Horizontal Roller Limits of Use Certi£cation Agency Certificate Approved for use in HVHZ: No FL1844 R19 C CAC Certification 5410 HR.odf Approv�d for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/11/2018 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FLi_844 R19 II HR-5410.odf pressure,size and anchorege information. Verified By:A. Lynn Miller,P.E. 58705 Created by Independent Third Parly: No Evaluation Reports FL1844 R19 AE HR-5410 Evaluation.odf 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 EL1844 R19 C CAC Certification 5510 HR.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/11/2018 Design Pressure:N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R19 II HR-SS10.odf pressure,size and anchorage information. Verified By:A. Lynn Miller,P.E. 58705 Created by Independent Third ParLy: No Evaluation Reports FL1844 R19 AE HR-5510 Evaluation.odf Created by Independent Third Party: No Back Next Contad Us 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The S[ate of Florida is an AA/EEO employer Coovrlaht 2007-2013 State of Florida. Privacv Statement AccessibiliN Statement Refund Statement Under Florida law,email addresses are publit records.If you do not wan[your e-mail address released in response tn a public-records request,do not send elecGonic mall to this entity.Instead,tontact the office by phone or by tradi[ional mail.If you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275(1),Florida 5[atutes,effective October 1,2012,licensees Ifcensed under Chapter 455,F.S.must provide the Department wi[h an email address if they have one.The emails provided may 6e used for official communication wi[h the licensee.However email addresses are publlc record.If you do not wlsh[o supply a personal address,please provide[he Department with an email address whlch can be made available[o[he public.To de[ermine if you are a licensee under Chapter 455,F.S.,please tlick ere Product Approval Accepts: � I�I c.'I�r O https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsGsvRHsb6 W7CihkBPFyP... 8/22/2015 � � Florida Building Code Online I 4 � . � I �l'CIIClII']t1�Y111C� � .�'�� I � I li I I I I III il I I I iI I I � I I I I II I il � 'I I I I I � il il � I I � I II II � � II https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsGsvRHsb6W7CihkBPFyP... 8/22/2015 GENew�NOTEs. ANGHOR LOGATIONS I &SPACING ! 1)7HE ANCtiORAGE METNODS 5HOWN HAVE BEEN bESIGNED TO C4MPLY WITii THE FLORtDA 73"MAX.BUCK{XO/OX}�� 73"MAX.BUCK(XO/OX} 6UILDING CODE FOR TNE DESIGN PRESSURES �1p"MAX,BUCK(XOX) 110"MAX.BUCK(XaXJ ' LIS7ED. i I I 2)WCSOD BUCKS DEPIGTED AS 1X ARE IESS THAN '."� � *'.�� B-1fA" � 7•112'THlCK.1X WOOD BUCKS ARE OPTIONAL IF � MAX. UNI71S INSTALLED DIRECTLYTd SOLID � � O.C. i CONCRETE.WOOD BUCKS�EPICTEO AS 2X ARE l-1t2'THlCK OR GREATER.ATTACHMENT METHOD —�_ � OF WOOD BUCKS SHALL BE DONE BY O7HERS. 12-1l4" � ; 3)SEE TASLES FOR MINIMUM EbGE DlSTFN10E M(�(, � FROM GENTER 6F ANCHQR TQ SUBSTFtATE EDGE J O.G J � (EXCLUDING FINISH OR STUCCO). 62"MAX. � � 62"MAX. j / j 4)SHIM EACH ANCHOR LOCATION WHERE TNE �UCK u�� BUCK � � 1 PRORUCT IS NOT FLllSH TO TttE SUBSTRATE. � U9�NG SHIMS CAPABLE OF TfiANSFERRING � i APPLIED LOAdS. - ' 5}ANCNORS SNALI BE OOATED C}R CQRRQSION � � RESISTANT A3 APPROPRiA7E FOR SUBSTRATE � MATERIAL.�ISSIMILAR MATERIAI.S SHALL BE PROTECTED AS REQUIRED TO PREVENT - , _ � REACTlONS.ALUMINUM SHAtL BE PR4TECTED ' ' ' " ' ' FftOM QIS51MitAR MATERIALS AS 5PECtF1ECf IN � �_��g•� � THE FLORIpA 9UILDWG CODE. M��:� � � 6-1l8"MAX.O.G. 1-3/8"MAX.� � 12-1/4"MAX.O.C. 6•1/B"MAX. MAX. t 8}A01-3ESIVE SE�1lAN7 5NALL BE USED BE'FWEEN SUBSTRATE AND FtANCaE OR FIN.OVERAI.L FLANGE FRAME,XO IF7T�GRAL FIN FRItM�,XO 5EALINGIFLA$HING STRATEGY FOR WATER "—�"" i RESISTANCE OF INSTALLATION SHALL BE 0f7NE 7�E 2:ANGHORS FOR FIANGE WINDOWS � BY 07HERS. TABLE 3:ANCNORS FOR P!N WiNDOWS 7)MATERIA43 USED FOR ANCHOR EVALUATIONS Anahor SubsVatc �in.Edge Min. ��Q� Su�� Min.Edge M�n. t WERE SOUTHERN PINE,2.7 KSI CONCRETEAND Distance Embodment Distance Embedment CpNCRETE MASONRY UfJiTS CQMPLYlNG WITH P.7.Southem Pine{SG=.557 1!2' i-318" 2-tt2'x 113`8ox tdsil P T.Southem Pine(SG=.55} 5/16" 2-7l16" ASTM 49Q.GIAZING COMPttES WI7H AS7M E9360. #10 Sheet Metat Screw, Atuminum,6083T5 min. 316` 118' 2-1t2"z 131"Common Naii P T.Sonthem Pir�e{SG=.fi5} 3t8" 2-7196" � G5 Stee!or 470E �� - � 8)THE 1/3 STFtESS INCftEASE WAS NOT USED IN Stanless Steel ��Stud,Cir.33 min. 3!8' 0.0348(20 ga) 2-1/2"x 145"Roofing Nail P 7.6oulhem Pina(SG=.55) 3/6" 2-7115' THIS ANCHQR EYALUA7tON.THE 7.8 LOAD � A36 Steel 3!8' 1/e' P 7.Southem Pine(SG=.55) 1/2" 1-3fe" � DURATiON FACTOR WAS USFA FOR TfiE P.T.Sarthem Pine{SG=.S� 112" �-�$°' �p gteei SMS �um��'��TS min. 3t8" Si8" ; EVAIUATION OF WOOD SCREWS. 3118"Steel Ultracon Concrete(mirt.2.7 ksi) 1" 1" Sleel Stud,C3r.33 min. 3!8" 0.0348(20 ga) 9)IF 7HE IXAGT PRODUCT SIZE IS NOT LISTED IN UnBrouted CMU,(ASTM G90) 1" 1-1/4" A36 Stael ��" ��8" 4 EFACEOF N4TE:F0.4niCtAETt1.SUH5TR4TES.SCREWERSBEPMECiiS�WU.8ERiM.3tNREA4S�YONPiNS�DEFACE�Fb+ATERW.. } LARG RVAL EWAYSROUNDUPTOTHENEXT rN.+�aiRuiftai.�s,�tusuasrru�s.scrt�wstasEotaEavs�ue�M�».anm�noss�vonaE .�_._ _ 1 I TAHIE 1:DES16N PRESSURE � � $ XO SHOWN,SPAGING At.S4 APPLIES TO OX AND XOX } WindowBuckSize Freme �nflguradon �a9n Certificatfon � ) W W!h Fial9ht TYPe (+)P� (^)P� Numbers � �+- � 73" 62" FiNFtange X4lOX 60 85 190-033 `Lstt:"r•"tit� I 110' 62" FINFlange XOX(1/4-1l2-1l4) fi0 85 1H6-056 ,',;�....�.i�. ,i �gr• � �� n�etasc+mtnesra�raeauminam j .',�C; _ ,��, �, x�aewmn�rac.us�vxn°smacvar •�;�E.;,Si, J.ROSOWSKI tl8/22J11 VINYL ��,�,m��v, � .a`'. �wo�xoew�'raar.rpravraHw�nas � . om: w�+++ � acaa�+r,wrseus�oaw�xaa+�ax ::a.�aSTa�� m+rwar�nnx+utnem�mr�+ma+ - t�tawssara roraiurram ` -". O �� S � . � ��°"' � � -'� C+�^ tO70TECttNQLQGYDRiVE 4 �';�,� ::IA£C� '.- NOHOMtS�F194275 � 4 •-.,. •, .r�,,,�;,oT �;�y`'` FLCERT OFAUTH. 29298 HORIZONTAL RQLLER INSTALLATION i � ,�'Jf`,'!JS�,q�:1r Y� A.Lynn Miller,P.E. �� °N` � j •ft„i:�t�' � P.E.N58705 HR-+�70 MS t af 3 l082271JR ( � t I • l� –- --__ " _ —_—_ _ r ' EDGE piSTANCE -I �Nsr,uu�r�oN wrzrt�ce�wtnne SUBS7RA7E EDGE DtSTANCE ------►� ' - EMBEDMENT — � - ��--� 3UBSTRATE 'L( --t�--� 1X Wt}OD EMBEDMENT f EXTERlOR E � �L.�..' __L—_ � F SHIM SHIM''' � j � �� i --�-� , . f � � � 0 � �� , � C� � � FLANGE FRAME, EXTERIOR JAMBINS7ALLATION EXTERIOR (USING 1X BUCKST►�Ip) i E i� ' FG4NGE FRAME, FLANGE FRAME, ! HEAD INSTALLATION FiEAD tNSTALiA710N � i (USING 1X BUCKSTRIP) (pIRECTl.YTO SUBSTRATE) EX`C�RIOR � � EXT�OR EX7�OR � � _ � / � �� !- t �-7 � �" � � �L.AtdGE FRAME, 1 JAMB INS7/�t1AT10N �i:�'F r r r', (DIRECTLYTOSUBSTRATE) �`4,.�-�' �!(;`'"` i ' � � `�f, "^ \"'` '�? 'r j SHIM -- SHlivt .. r ` _ , ^ - ,,'t'"i5 'I-- -- -—. ---- - �-ll9 ------- � � Nc.S^ __-- ----- ----- - — --- —----— -- ------- - • �= — -------=--•-`-'---- - � 1XWOOD � ,�.�1• r•_. b t°,tf..;,: � sussr�� ':� r i �';��. , tic,;m^v� ,,C„� 4,J=_f,t+ t`\ ::. SUSSTRATE FLAAIGE FRAME, .,.t i - StLL tNS7ALlATIC}N ��,�,�,�,�,m�Am,r,�c I FLANGE FRAME. (DIRECTLY 70 SUBSTF2A7E) �ROSOWSKI OB/22I11 � VINYI. �y'�� ; SILL INSTALLATION p,,,. ��r.�� i {UStNG 1X BUGKSTRlP) .wr+uarxmr�wrn�m�mnmtrar � INSTAf1AT10N NOTES: te�r�nraF�rr.aara.�s f � °�r ! 7)SEE SHEET 7 FDR SPACING REI]UIREMENTS. f0?Q TECHNOU7GY DRIVE 2)SEE TABLE 2 FOR ANCHQRAGE AN6 SUBS7RA7E RffQUIREMEN7S. hlOK4M�S,F�3a275 T'�` � 3)MAX.SNIMTHICKN65STOBE1/4° F�c��ro�ae,rN. zszse �p�(ZONTALRQ�LERlNSTAlLATIQt�! J 4)GLASS SHpWN IS fOR ILLUS7RATIVE pURPOSES 4NLY AND MAY DIFFER TO MEEf'DESIGN RC-0UIREMEMS. A.Lynn Miller,P.E. S°'�'01"� °aifsi °�^'°` °Ye"6�N'� �+«^ E 5)FIN AND/pR FLANGE MAY BE REMOVED.FOR EQUAL-LEG FRAME APPLICATIONS,USE FLANGE INSTRUCTIONS. P.E.#58705 HR-410 NTS 2 oi 3 106221'IJR ( � � INSTkLLATIQN W1TH FIN FFiAb1E --� EMBEDMENT �-- �, i EDGE SUBSTRATE �f DISTAf3GE EXTERIdR -� - SN1M p EDGE � Di5TANCE _! � -S � i EXTERtqR � � p � FIN FRAME. ' HEAD 1NSTALLATION SHtM 1„ FIN FRAME, ' —1��— 3AMBINSTALLATl4N SUBSTRATE � ( ; �i �ti' '� �ri,. ( � . ;:�� ''�ttd;;,G;�.�•,,: � • '.�:.�=:st- r � . `. �r , � � ;`. ;Sc,.rr�'L`'� , ` � ( �: .;1�G.t (0'� Li7 � SHIM �,.Tlt'c• I `;J -�r �: � �"�t�� :,i.r.�.:o?. �C�� ".'C� "• �`. � �, �Ctn•.1F�;�� SU$STRATE EX7�ERIOR u�„ex � ++�� 'iOi°""�""� � ��c� � J.ROSOWSKI 06/17/11 VINYL ��r�� FIA7 FRAME, n+a row�ernar,�usmoeaer�aaar SILL INSTALLATtON "�"��'�"91b"'�� °.x'om� f � INST/U.LATION NOTES: 7070TECHNOIOGY DRIVE � NOKqMIS,FL 34275 4 1)SEE SHEET 1 FOR SPACING REQUIREMENTS. F�CERT.O�AtlTH. 29208 F-tOE21ZONTAI.RO�LER kNSTALiATlON i � �� f I 2)SEE TA9LE 3 FOR ANCMORAGE AND SUBS7RATE REQUIREMENTS. A.Lynn Miller,F.E HR-4S0 NTS 3 ot 3 10fi?211JR i � " *. 3)MAX.SHIM 7HiCKNESS TO 8E 1I4" P.E.tt58705 } � L. GENERAL NOTES:SERIES 470 NON-IMPACT SLIDING GLASS DOOR DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRO�UCT HAS BEEN DESIGNED 8 TE57ED TO COMPLY WITH THE REQUIREMENTS 6F THE FLORIDA BUILDING CODE. VARIES, NOT RATED FOR '� ALL RIGID WHITE OR TAN PVC AND COMPOSITE REINFORCEMENT MANUFACTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO SEE SHEETS 8&9 IMPACT RESISTANCE COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTiCS. I 2)GLAZING 7YPE:(FROM EXTERIOR TO INTERIOR):3116'TEMPERED GLASS+��/�6'AIR SPACE+3/16"TEMPERED GLASS CAP; APPROVED BACKBEDDINGS ARE GE 7700 AND DOW-CORNING 995. 3)MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1,SHEET 6. ALL WOOD BUCKS LESS THAN 1-112"THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOQD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TD SUBSTRATE. WOOD BUCKS DEPICTED � AS 2X ARE 9-1/2"THICK OR GREATER. 1X AND 2X BUCKS(WHEN 11SED)SHALL BE DESIGNED 70 PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK DESIGPI AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 4)IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NQT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)(MAX.1/4'SHIM SPACE FOR GROUT)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILI THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRATE IS WOOD,30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN t-tlts'NOM. THE GROUT AND WOO�SUBSTRATE,OR AS APPROVED BY THE AUTHORITY HAVING JURISDICTION. t1/ta"AIRSPACE 5)ANCHOR EMBEDMENT TO BASE fv1ATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENGTH TO �EXT. I tNr.► NOA DRAWI NG MAP ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS 3H6"T GLASS SHEET BEYOND THE SCAPE OF THESE INSTRUCTIONS. sncrc�nss � GENERAL NOTES..... 1 6)DESIGN PRESSURES: 7g GLAZIfJG DETAILS.........1 A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300. ELEVATIONS.................2-4 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300. ��j�g � � �8 9 HORIZ.SECTIONS. .....5 � BITE VERT SECTIONS.... .6 � 7)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN 3 ACCESSORIES. ...........7 � PRESSURE.THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE 6ESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS �� 2 � DESIGN PRESSURES....&9 : USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL � EXTRUSIONS. ..............10 4 MEETTHE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. OO PARTS LIST................. 11 INSULATED GLASS CONFIGURATtONS.......12 , 8}SHUTTERS ARE REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS. PANEL TYPES. ... .13 i GLAZING DETAIL 9)ALL DOOR CONFIGURATIONS,UP TO 8 PANELS ANDlOR 4 TRACKS,ARE QUALIFIED,SEE SAMPLE CONFIGURATIONS ON SHEET 12.DOOR s SIZES MUST BE VERIFIED F�R CQMPLIANCE WITN EGRESS RE�UIREMENTS PER THE FLORIDA BUILDING CODE. � 10)REFERENCES:TEST REPORTS FTL-6337&6338 i Door Slze �nfiguretion ��gO Cerdflcatlon j Width Hefght (+)psf (-)psF Numbers i 241" 96" )000( 80 60 196-771 i( 203" 120" )OOOCw/aSt2gal 80 85 196-774 f 203" 96" )OOOCw/astragal 6D 60 190.770 � 203" 96" )WOCwlastragal SO 80 190.772 t INSTRUCTIONS: i 1 KNOWING THE REQUIRED DESIGN PRESSURE OF THE OPENING,THE ANCHOR REQUIREMENTS FOR THE { SLIDING Gl11SS DOORS MAY BE DETERMINED FRpM TNE DESIGN PRESSURE TABLES.FOR DOORS USING ,,.,;,i i�, , � THE HEAW-DUTY REINFORCEMENT,USE TABLE 2,SHEET 8.FOR DOORS USING THE STANDARD OR „�„� �„� •�- p��. p� R,,,�,,,. ! COMPOSI7E REINFORCEMENT,USE TABLE 3,SHEET 9. •�' ��'-'. It>�;� Z 2.LOCATE THE SLI�ING GLASS�OOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL � �,•;F;'�= PANEL WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXT LISTED SIZE. � � � �9D�' °a�� 3.CHOSE WHICH ANCHOR OPTION(A-p)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, _ - ,.�o:;r�:; - ALQNG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EDGE DISTANCE. - � �"= j 4.FROM THE DESIGN PRESSURE TABLES(TABLES 2�,SHEETS 8&9),VERIFY THAT THE REQUIRED DESI�N , f �- � O04�pH01 �� { PRESSURE IS MET OR EXCEEDED.USE THE ANCHOR QUANTITIES SHOWN. �� 6 (!�:�5 �`'� GENERAL NOTES&GLASS TYPES J ROSOWSKI 5.INSTALL AS PER THE INS7RUCTIONS ON SHEETS 5&6,USING THE ANCHOR SPACING OUTLINED ON '� 3`•"''"� %�. � f � �r ).� tom r�ct�uotocrowve ne�: n�: SHEETS2-4. '"-'•:• r:°?''•<;;�' ' ".��fl-�5 VINYL SGD INSTALLATION GUIDELINES 11/18/10 � 6.ADDITIONAL INSTALLATION CLIPS MUST BE INSTALLED AS SHOWN ON SHEET 7. "�,;'r'�r�t•,��;��--,� �K�� SerfaNhkON: Swte: Sheek �vawlnBNa Iter. A.LYNN'tu11LLEI2,,P.E. �T�A�� 470 NTS 1 OF 13 FLA-SGD47Q-01 � P.E.N 58705 f 2-TRACK CONFIGURATIONS ---��---�� ^ DETAIL CZ DETAIL C'I THIS SNE �6�� ' THIS SHE j— ' � APPROX.6°, �`-"' " '� OETAIL E ANCHOR �OETAILA �EfAIL B'I �ETAIL B? OETAII D OAYLIGHTOPENING fOLQ)FORMULAS ANCHOR � IOCAT10NSFOR NONSTRUCNRAL �7ryiS� THISSHEE � 7NISSHE MISSHEE WIDTH:PANELWIDTH-&9H6" DETAIL A LOCATIONS FOR �EXT� gyppsg (HEAD&SILL) � � r�\ ' —.L_�_, HEIGHT.PANE�HEIGHT•8-9fi8° �EXT � � P�CKET � ; CONDITIONS. � ("' • � � ' CONDITIONS. 21.8' � '___""_"___+."" � _'_ - _ .-. ANCHORS INTO MAX. `' ------- '-'J' "/": "- --- PANEL W ---1 � P-HOOK. O.C. / '-" `"� �� 12'MAX.O.C. � . .. / �/j '� ��DLO—�I i . ;. ' � DAYLIGHT L"'"'""'_ \ , -- i I I � OPENING WIDTH i � i l ^ � / DEfAll4 DAYLIGHT` � 7 ANCHOR�CENTER OF —' 7 ANCHOR aQ CENTER OF �i � / SHEE7 6 OPENING j IDETq��B� �EACH PANEL SEE TABLES DE7ntt.G1 �EACH PANEL.SEE TABLES / I � HEIGHT � DEfAiL E E�`, ONSHEETSB&B. EXT.� ONSHEETS889. � THIS SHEEf � -——— - �__I� -XOR'0-- —--�x� ----I---- -- -— - -—-— - —--- — --- - / PANEL TYPE PANEL TYPE — 3 � — ---; - +3279'MIN.O.C. � 2 ANCHORS Q CEMER OF 2 ANCHORS @ CEMER OF POCKET DE7na 1 � E7AIL 2 I f pETpIL 62 EACH PANEL SEE TABLES ON DETAIL G2 EACH PANEL.SEE TA8LE5 BY SHEEi T SHEEf 5 � ' � SHEET5889. � ONSHEETSB&9. OTHERS /J' -�� E�.� 4"MIN.O.C. E�.• • �I SEPNARATE/ ; • � a � � 1 DETAII 3 HE Gtff DLO { - ��-4'MIN.O.C. SHEET � APPROVAL) ; f 3.219'MIN.O,C.� /� • OETAIL 5 / 1 CLUSTER OF 3 � CLUSTER OF 3 SMEE7 � ANCHORS(a,�STILE ANCHORS�STILE /�I IMERLOCK / OETAIL C'I / INTERSECTIONS. OEfNI H1 INTERSECTIONS.SEE / � I I SHOWN � 1 � SEE7ABLESON � TABLESONSHEETS889. / /I � ��F -iW-_ ��F s•MAX EM'� , SHEETS 8&9. EXT.� . /// PANEL f� � PANEL �(@ H� _'__— i 4`MIN.0.0. �___'_____!____!___�' __ � � ' &SIL1) i 4'MIN.O.C. 6'MAX.. �. '_� l `" �I�8'MAX., t 4'MIN.O.C.—� (HEA�8 SILLj �I"' (HEAD 8 SILL) OETAIL C�L1 . � I __--- OETAIL G? ,' . CLUSTER OF 5 CLUSTER OF 5 ANCHORS HIS 5HE oEra�F 1 nractioRs Q 57aE - oernu.G1 oeru�H1 - - --- --- 2.375"TYP. INTERSECTIONS. @�LE INTERSECTIONS. _ _ THIS SH � OETAILHZ • SEETABLESONSHEETS iHI55HE TFIISSHE �^ ' 1l OETAILHZ SEE 7ABLES ON � g g g, �� THIS SHEE C5t2 ANCHOR EM� � " . SHEETS889. �T•� - • C3t5ANCHOR� CONFIGURATIONSHOWN; 3.219°MIN.O.C. --4'MIN.O,C. CONFIGURATIONSHOWN; �_�__r) (SEEAPpLICABLEDP 7 (SEE APPLICABLE OP TABLES 2.3 OR 4) g.� 6"MAX, TABLES 2,8 OR 4) , (TO END OF (TO END OF NO7E5: { ATfACHED JAMB ATTACHED JAMB 1)FOR CONFKiURATI0N5,SEE SHEET 12. t ANCHOR@ 2)FOR ANCHOR EDGE DISTANCE AND � �ETAIL D ,�yOR� �ETa�F SILL EN�S. EMBEbMENT,SEE TABLE 1 SHEET6. � EM.� HEAD ENDS. EXT.� 3)DAYIIGM OPENIPIG(OLQ)FORMULAS: ! WIDTH:PANEL WIDTH-&9l16• HElGHT PANELHEIGHT-6-9(18" NOTE:SEE TABLE'I,SHEET B FOR ANCHOR EDGE DISTANCE AN�EMBEDMEM' 4y PANEL HEIGHT=f17AME HEIGHT•2.S i '��/. � ` 1:,'ll.f:�.'/, `/ ReNeedBy: Oefa: Revbt.. i 1.125 JAMB { � `::)"�� _ `�!Q �i % \\ � II I( {�\_7.000" .,.\:; �.r _ Ra�insdey: �nm: kovis.hn: � �\ I 1{ _ . , .. .,. � _ \. r` - ,a's`�,� �� `�' '` � ( (��.-ol,�.S . ;; � ANCHOR LOCATIONS{2 TRACKS) ROSOWSKI � tiq � � �� .SDO" •'ll ��'J'•. t EM.�' �\ '}'.' 'y:::�p„'t�. ;\j�.• lO70TECHNOLOGYDRNE Tdi e: D�e° ' � T �T• `�-,.000� � ^'.vFrorc��cs°v6 VINYL SGD INSTALLATION GUIDELINES 11/18/10 , -.,"�._,.��t.. �'":�' P.O.BOX7519 � WEEPHOLE PATTERN @ 24"O.C. WEEPHOLE PATTERN Q SILL ENDS ��'��,�:'•` NatoMlS,Fc 5�27t �,;a��; �: � a,a.p��. � i A.LYNN MIILER,P.E. � P.E.#58765 cFer.oFwn�.azaz�e 470 NTS 20F 13 FLA-SGD470-01 � _ _ - 1 , i i 3-TRACK CONFIGURATIONS RPPROX.6', �DETAILA� �EfAItB'I �ETAILC� �EfA/LBZ OE7AILC2 �EfAIID NONSTRIJCTURA; �+-- R}IIS SHE- IS StiEE THIS SH -_ HIS SHEET HIS SHEET HIS SHEE � (HEAD&StLL � I - 1 `� (^ j ' � � � 8'MAX. M7N(. I `-��------- ---"--'--�-�_f . { � { —. "' 1 DETAIL E I qNCHOR DAVLIGHT _J \y/ 1 ` oeiniLA ry` ANCHOR �EXT LOCATIONSFOR OPENING �� `( —� .�. � . LOCATIONSFOR BYPASS � I WIDTH � POCKEf CONDRIONS. � � � � � oEra�4 � , ; CONDITIONS. 21.6" i SHEE7 5 j ANCHORS INTO MAX. I — � 12°MN(.O.C. i P-HOOK. O.C. � � DE7NL E + I � � i THfSSHEE -'I 'X'OR'O' 'X' 'X'OR'O' �I � PANELTYPE � PANELTYPE PANELTYPE � i I t 1 ANCHOR Q 1 ANCHOR Q �KE�� DETAIL 1 � � � CENTER OF EACH CEIITER OF EACH BY � SHEEi S � DEYAIL 01 pqNEl.SEE TA6lES DEfFIL G1 pqNEL.SEE TA8LE5 OTHERS �7y� — - p�{p2 2 � EX7_� ON SHEETS 8 8 B. EX7� ON SHEETS 8&9. (UNDER / � �� SHEEf _ SHEEf a•Muu.o.c. SEPARATE l ; • � oera�3 APPROVAL) � nsmncn� INTERLOCK � ��5 1 2M}CHORS(� SHOWN SHOWIJ / � 4.75"CENTER OF EACH 2 ANCHORS�CENTER OF I OETAiI 5 , � DAYLIGHT � oETA1L B2 oE7AIL G2 EACH PANEL.SEE TABLES SHEEi /�, O.C.pqNEL.SEETABlES ONSHEET5889. � < � OPENlNG � -- ON SHEETS 8 8 9. EKf.y' � � � �j— � HE7GHT � EXT.� ' l • �OF _ f�OF � ! _!;• ^ �— S 5�ILL) PANEL r"'' � � PANEL 3.219"MIN.O.C. -- . — ' �� (�HEAD ; �' 4'MIN.O.C. � • , . . .. ,." ___'___________ • ' + ' CLUSTER OF 3 • ----'----"-'--"""'--- � —�-- % ANCHORS�STILE CLUSTER OF 3 g•� : ' I � �\ � � � DETAIL Cl INTERSECTIONS. ANCHORS Qa STILE �"" �' ____...� L_� �_ `'�-� � t DEfAII H1 (HEAO&SILL) � � � � 8.� � �T�. SEETABLES ON INTERSECTIONS.SEE DEfAIL G1 DEfNL 2 DETAIL H1 oEra�G2 � ��(HEAD 8 SILL) SHEETS 88 9. EXT.� TABLES ON SHEETS 8$B. iHIS SHEEt Mi5 SHEET THIS SHEEt IS SHEET � �—�Yi� �� LH S SHEET � -4'MIN.O.C. 3.219"MIN.O.Q C5+1 ANCHOR CONFIGURATION C3+2 ANCHOR CONFIGURATION SHOWN;(SEE APPLICABLE DP SHOWN:(SEEAPPLICABLE DP � 4•MIN.O.C. TABLES 2,3 OR 4) TABLES 2,30R q) 4'MIN.O.C. � _ CWSTER OF 5 DETAIL H2 ! ANCHORS� CLUSTER OF 5 ANCHORS 1.125 �AMa I � 4.75' STILE Q STILE INTERSECTIONS. � O.C. i INTERSECTIONS. 2.375'iYP. SEETABLESONSHEETS ( � ti SEETABLESON 889. � I i I�1.000' J EM� ' SHEETSB88. E�.- � �� \ � , \\ ; � oEra�C2 3218"MIN.O.C. + 3219'MIN.O.C. � � o � \ � 6"MAX. 8'MAX. 1.375"— t (TO END OF � \ t (TO END OF ATTACHED JAM� � -190' � 500' ' ATTACHEDJAMB E�� EXT.� 7.OD0'� � �E7uL D DE7AIL F 1 ANCHOR Q � l ' HEAD ENDS�. �T� SILL ENDS. 1/�l p�{OLE PATTERN @ 24"O.C. WEEPHOLE PATTERN Q SILL ENDS � EXr.� �,�r:.�,�. � ,t��.�,� �;,, a�eHseaer � n«.wn f �-. =�{ •' !C�:;, : w € l£?• i- - �Z, RawsedBY: Dam: Rey/Naa. 1 � �` ':�t.�•`�'%�' . .= � NOTES: /'�� == B Oesaylbn• ��nBY• 1)FORCONFIGURATIONS,SEESHEETI2. (011s .;_;=•� ANCHOR LOCATIONS(3 TRACKS) J ROSOWSKI 2 FORANCHOR EDOE 615TANCE AND "� , I�.y ., EMBEDhfEM,SEETABLEISHEETB. - �"� L�� 10707ECHNOLOGYDRNE 77ae: D�: � 3)DAYLIGNTOPENING(DLOyFORMULAS: '�`�� r.co!��"' .';�,`, N.VENfCE,Fi3i275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 WIDTH:PANELWIDTH-&9/18' "'�.� ✓�• P.O.BOX1529 HEIGHT:PANELHEiGHT-&9i76' ` `�Ii:','i;�'� •� 4)PANEIHEIGHT=FRAMEHEIGHT-2.5' �, �I� . i.��, NOKOIWSFL30274 g�� p; �r A.LYNt�M�L�LER.P.E. ��. � E pEpr�B705 CERT.OFAUTMd'28296 470 NTS 30F13 FLA-SGD470-01 . ( , 4-TRAC K CON F i G U RAT 14 N S qppROX.6', DETPIL A DETAIL B'I DETAIL C2 �ETAIL C'I p�7q�L BZ DETAII D TNIS SHEET NONSTRUCTLlRAL THISSMEE THISSHE THISSH HISSHEE THI39HE � (HEADflSILL)� � � � r—�_l r'"'� "'" s„ I �`� I � / 6•MAX. MAX. �;_]�:�'__'____ __�__r__ "_ . ' �� _— '__ _ ANCHOR `/ \`J DEfAIL A , ANCHOR LUE7AIL E P , LOCATIONS FOR : , ' DAYLIGHT --- ------- LOCATIONS FOR �EXT.1 � gYPASS OPENING WIDiH `' �EXT• POCHET CONDITIONS. � � pETNL4 � ' CONDRIONS. 21.8' � ; ANCHORSINiO MA%. / / SMEEf / : OETAIL E i 12'MAX.O.C. P-HOOK O.C. � /� � IS SHEET 7--- / j ff. 'X'OR'O' �x� � ,x� �x�QR�0, ' � i //` PANEL TYPE PANEL TYPE PANEL NPE PANEL TYPE - —- - -- oeTa�Gt - - � POBYET �- '-— oera�1 ETAIL �' -- eraa 2 -- - - � 1_ANCHOR_ l SHEEI'S--- —---- ——SHEEf- —� SHEET- —�— t ANCHOR Q CEKTER OF �T.� CENfER OF EACH / OTHERS /; � � J � �E7AIL 61 �CH PANEL.SEE Ppt3EL,SEE TABLES TA9LESONSHEETS888. UNDER / �� - ONSHEET5889. � SHEtT5 EM.� SEPARATE f � DETAIL 3 INfERtOCK � INTERLOCK ( � APPROVAL)/ rsrr+aca. ; SHOWN SHOWN SMOWN DAYLIGHT 2ANCHOfiS(� - / �1I oera�5 / OPENING � CENTEROF / � SHEE75 HEIGHT i 4'MIN.O.C. / , � � � � � 4.75"EACH PANEL. 2 ANCHORS @ CENTEROF i oETAIL B2 O.C.SEE TABLES oerni�G2 EACH PANEI.SEE TABLES I ' I I }_ I � ON SHEETS EX7.7 ON SHEETS 8 8 9. / /,7; � P��EL ' �----, � ^� pNEL (Q H�p • EXT� 888. //�. _'__'_" i . -' -3279"MIN.O.C. � L�-• i \ _ ' �� LLI ': '.' "" ' •. "_______" _�"_ "'_" I ________'_'__'_'_"__'_ ( � ^ � 3219'MIN.O.C. �-- � : � ' ' '\ ' \ %�� . . (HEAD 8 SM LL) � —' � l-- � �6'MA%., i �EfPJL C1 ANCH�RS�5TILE CLUSTER OF 3 DEfAII G1 oErm�H2 r otraa Hi r �rna G2 � (HEAD 8 SILL) I E�� INTERSECTIONS. ANCHORS(�STRE THIS SHEE 7HIS SHE THIS SH H19 SHE SEE TABLES ON INTERSECTIONS.SEE �J oEia�F SHEETS 8&9. �ETAIL H1 TABLES ON SHEETS 8&9. C5+1 ANCHOR CONFIGURATION �' ITMIS SH � C3�2 ANCHOR CONFIGURATION �� SHOWN;(SEE APPLICABLE OP SHOWN;(SEE APPLICABLE DP � �•� TABLES 2,3 OR 4 f 4'MIN.O.C. 4�MIN.O.C. 3219'MIN.O.C. TABLES 2,30R4) ) � 4'MIN.O.C. 1.125" JAMB I I � oerna H2 � i CLUSTER OF 5 CLUSTER OF 5 } �,ppp• 1 4.75' ANCHORS @ STILE ANCHORS{a�STILE � i O.C. IMERSECTIONS, z.3�s�NP• INTERSECTIINJS. �\ i �� `�� ' — SEETABLESON SEETABLESON ,�� yj�� SHEETS 8&9. SHEETS 8&9. � �� oera�C2 �f7� t a�s� � �,,,� � ; EXT.� 3219'MIN.O.C. 3.215MIN.O.C. � ��. �` � �.500' , 8'MIA)C. \ 6'MA%. E7fT.� I\ ; {TO END OF (TO END OF EXT� ; ATTACHE�JAMB ATTACHEDJAMB 1.000" � oerw�F 1 �� 1 ANCHORQ 1N�E�P.MpLE PATTERN Q 24"O.C. WEEPHOLE PATTERN Q SILL ENDS DEfAII D 1 qNCHOR Q SILL EN0.S. , HEADEN0.S. ,�;"��,,•'� '.;./„^� ReWeoEBy: Wfe: gevylpn; � EXT.� . :,�> � . . Rev(seCBy. Dsfa qpy(¢q� :. '(i':: � - S NOTES: - j/7.---: [,�_: � DesciyGbn: 1)FORCONFIGURATIDNS.SEESHEET72. rl �� f 2)FORANCH�REDGEDISTANCEANO :'^."l 6 �[��ls �;;�;= ANCHOR LOCATIONS(4 TRACKS) J ROSOWSKI ? EMBEDMENT,SEE TABLE 1 SHEET 8. � •. �� f070TECFWOLOGYDRNE 7N7� �% � � 3)DAYLICaHT OPENING(DLO)FORMULAS: /�,'�'` ' =(.I".i s'i�'�•' •�'•,`•' N.y�y��F7,g�7b w�orr,:P�we�wiorH-s-s„e� • -.; • VINYL SGD INSTALLATION GUIDELINES 11/18/10 HEIGHTPIWELHEIGM-&9J1B' . ;.�,�.h��`, '- P.O.BOX1&29 �, _�: 1� , `� NOKOMI8.FL34274 SplesAlto7N: Scab: Sheet D++wM1pNo. Rer, � 4)PANEL HEIGHT=FRAME HEIGHT-2.5" A�LY�VIJ�MILLER,P.E. � P.E.#567(U c�+r.oFAun,�sa 470 NTS 4 OF 13 FLA-SGD470-01 . ; - _ � � - ' �� DETAIL 1 DETAIL 2 DETAIL 2 DETAIL 3 ; i INTO MASONRV ASTRAGAL J INiERLOCK INTO MASONRY �X OR 2X WOOD � i , BUCKSTRIP,SEE i TYP.ANCHOR NPE.EMBEDMENTANO EDGE 1X BUCKS7RIP NOTE 4,SHEEf 1 " CONCRETElCMU DIS7ANCEPERSUBSTRATE,SEETABLE1,SHEETB 4 REHEIGHTISOVER98' PERANCHOR '� RE�UIREMENT DISTANCE� 36 AS7RAG/LLADD-0N g g 6Q � CONCRETElCMU � . _ . 4 PER/iNCHOR � NON3TRUCTURAL 30 AS7RAG/il ADbON REINF Z OO ( REQUIREMENT � �uvCHott 40 ��r�, , EMBED- . . • ' • ° #10%2-12'SMS � \ ar� o o P � �M�,e� . REMFORCEMENiSCREW;S ti L� EMBE�NIENT � • 0 OPTIONAL PER ASTRAGAL, 's9 E�UALLYSPACED AND T ��4„ •a `• •e O FROM ENDS(FACTORY �d �o v f� • ,TVP ANCHOR TPE,EMBEDMENT � �j� —f� �AX. 21 Ob ""—'�J INSTALLED). �G.� b 8 i —IWD EDGE 04STANCE PER pnq � � p 6 �-=-�� SUBSTRATE�SEETABLEI�SHEEfB � �J tl� _ ___' � ' ! o �d o �o d 7 � .�� 37 6 — �inir�ocK � � � � � 9 6 � srrucn� EXTERIOR _ � ., • a, ois�aNce � POCKET � �� BOXSCREEN . P.HOOK • • I LOCKSTILE 9 t03 a e f 94 f05 �s � • ? F� PANEL WIDTH PANEL WIDTH pp LOCKSTILES, � I— �OOR FRAME VYIDTH 7f4'MA)C. ! ASTRAOALS, TYP ANCHORTYPE,EMBEDMENT i FIXED DOOR FRAME WIDTH -AND EOOE DISTANCE PER � STILES AND 1/4'MAX.� fjg SUBSTRATE,SEE TABLE 1,SHEET 8 � HORIZON7AL � s RNLS � �EJ �� J� o ' � 1—� SEE NOTES E�'E '�lo � EDGE � 388 DISTANCE � �� pBX3l4'SMSREINFORCEMENT q o o p �'} 'DISTANCE � BELOW ti-� SCREW;3 PER RAIL.LOCATED R -- 11 4t � AT CENiERLINE AND 9'FROM II + 28 ENDS(FACTORV INSTALLEO) Il o - _ . . � i FOR C_ 2318'ROW g fl O � 2-3/B"ROW � IMERLOCNS TYP•ANCHORTYPE, SPACING q — o � 8 ' ; SPACING � EMBEDMENTANOEOOE ��`�-Y DISTANCEPERSUBSTRATE, -- � f , � � SEE TABLE 7,SHEET 6 0 _ o ; I I . _ � EDGE (�8 (� EMBE0. '� � G�I I ; ,• MENT ii DISTANCE FUCED PANEL CLIP I C • � � AND ANCHORS,SEE 1e I LT a ••.CONCRETEICMU I 2X WOOD BUCKSTRIP DETAIL SHEET 7 + STANDpROSCREEN "' PER ANCHOR i OR FRAMING,SEE EMBEDA7ENT FUCED STILE REOUIREMENT NOTE 4,SHEET 1 NP��CHOR TYPE,EMBEDMEM� y�yy00D BUCNSTRIP PANEL WIDTH---- EXTERIOR �� 7/4'MA7C. ANO EOGE DISTANCE PER SUBS7RATE, OR FRAMING,SEE .. � ��E SEETABLEI,SHEET6 NOTE4,SHEETI DETAIL 3 DETAIL 2 . � DETAIL 3 � � DISTANCE _ NONSTRUCiURAL INTOWOOD IMERLOCK INTOMHSONRV t ANCHOR � EMBE6 MENT i14' �MAX. NOTES 11�11/ � T 1)DETAILS APPLY TO 2,3 ANO 4 TRACK `�, v�i �� R��, � r CONFIGURATIONS. �• 1' l�'''��' 1.;'i, i. RO1'�°'c � O OPTIONAL Z)SEE SHEETS 2-0 FOR ANCHOR LOCATION 8 ��Ut`-' " ��;'U�. OPii00K SPACINO. ti ;,, '��,\�':(;::C'' '. k REINf 9)SEE TABLES 2 8 3 FOR REMFORCEMENT R�'�0Y �' Ravkbn: PLATE(12'LONG,Q REOUIREMEMS. `'1 �:.��.�.g7U5 — { PANEL MIDSPAN 4)CONTINUOU9 ANCHOR PLATE,ITEM q0,IS ' 4 ' - � P*�K v REQUIREDATALLFRAMEANCHORLOCNTIONS. ,-.- � p�y�; 46 REINF — EXTERIOR ORASTRAOALADp.pNNOTINCLUDEINTERLOCK �'•� �o�� ':•�1; HORIZONTAL INSTALl.ATION DETAILS ROSOWSKI t PVITESMS, P�KE? e)ALLREINFORCEMENTSAREAPPROXIMATELY ��T� FT.�= i' ' ��U'' � IitOX7-0!4' P-HOOK � /,�'• � •'��- l070TECHN010GYDRIVE 7Nfe: Deb: THEFUILLENGTHOFTHEEXTRUSION.REFERTO J•';,�;ii1'v�:� !�':� N.YFNfCE,FLS1275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 (51�25l8•O.C. ',�`. . TESTREPORTSFOREXACTDIMENSIONS. �. .,�i..� .•,��• . P0.8�� DETAIL 1 ?/:�;�,�?.-; �' . ,, �� rvacoeris fl s�zrs a�n,rm.r: s�: sn�e v�.�e ra. x�.: t INTO WOOD_� A.LYIJt�MItLER,P,E. ---- PE#�g» �r�,,,,,,,,,�,8 470 NTS 50F13 FLA-SGD470-01 � F( i f DETAIL 4 INTOMASONRV DETAIL 4 DETAIL 4 DETAIL 4 1X BUCKSTRIP INTO WOOD IMD MASONRY TYPANCHORNPE,EMBEDMENiAND TPANCHORNPE,EMBEDMENTAND IMOALUMINUM � MIN.2.7 K51 CONCRETE� EDGE DIS7ANCE PER SUBSTRATE, TYP.ANCHOR TYPE,EMBEDMENTAND EDGE DISTANCE PER SUBSTRATE, TYP ANCHOR NPE,EMBEDMENT AND SEE TABLE i,SHEET 6 HEAD PER ANCHOR SEETABLE 1,SHEET 6 EDGE DISTANCE PER SUBSTRATE, 23/8' E�GE DISTANCE PER SUBSTRATE, EDGE 1l8'MIN.6083-TS REOUIREMENT,SEE SEE TABLE 1,SNEET 8 - �TABLE t,SHEET6 SEE TABLE 1,SHEET 8 �DISTANCE ALUMINUM SUBSiRATE ROW +I EDGE EDGE II4��....�� SPACIN(3 h- � 2•3/8' I� Z��B• DISTANCE I DISTANCE EOGE r ROW r • �DSTANCE R�W I SPACINO I EMBE0. ' q p SPACING , MEM � . . ' .� > • • • . p� � i �, � • d • ' EMBE0. . ' . .• •. . ' I1 9 � i I � ' �1 MENT . -v •p • � „ � , 1_1 �,1l4' L� � �7�4' � �• �114' � . METAL SUBSTRATES TO BE PROPERLY DESIONED TO TRANSFER LOAO IMPOSED ON THEM g �• 16 8 nux• g rnnX. 4 - AAX ___�_-__ t _ — _—_ ___—_ _-__ — __ _-_ - _-_____-�—___-_ -___-_— � �� TYP.ANCHORTYPE,EMBEDMfM'AND 1X OR 2X � 40 � � #8 X 3/4'SMS E�GE�ISTANCE PER SUBSTRATE, t WOOD REINFORCEMENTSCREW; TABLEI,ANCHORTI'PES: SEETABlE1,SHEETB 18GASTEELSNDORA36 7 90 7PERSTILE,LOCA7EDAT EDGE STRUCTURALSTEEL � BUCKSTRIP, 62 CENTERLINE AND 6'.9'8 ;,:A��„�� " T�F9�, �DISTANCE� Sl18STRATE SEE �-� � �-:,,., .._� .� � .,_tAflllrtU111; �HitL e.; t0 3 12'FR06A EN�S(FACTORY TYPe, . y�;;.S.ubstrate.,.,,"; � _ -' � NOTE4. INSTALLED). _ _ ��._r' ;,.,;;:.:.�:,t�-:._ ��,.-� Em6edment ;Dl�nte.c:: SHEET 1 FOR � ,. .,.:..,,.�:,.`. . #12 Sheet Metal Sraew(GS) 1J18' 314' : LOCKSTILES, ?::�. �ao Q ASTRAGALS, Q .,,.�; P T.`Gut�'Ire 1!4'Eko U11raCan 1-117' 1-3J4' � � � EXTERIOR FMED STILES 9 ;,A�� 1/4"Elco Gete-FIBx SS4 tdl2' 1J/4' 8 � i a ANo HOR2pNTAL Alumlrwm,606315 mirt. #12 3heet Metal Screw(GS) 0.125 112 � RAILS Stael Stud,Gr.33 rttin. ti72 5h�t Metal Screw(GS) 18pa(0.0957") V2' . ,. : n�s s�ai i112 Sheel Metal Screw(GS) �e��o.oasr> vr DETA I L 4 SILLRISERVARIES ` ' ? Z �� OJ � WfTH REQUIRED ..8.,-�;`P T.Southem P(ne(SG=.55} p12 Wood Saew(Gb) 1318' 3/4' IMO S7EEL $ W L-1 P0.SRNE DESIGN , METAL SUBSTRATE DETAILS SHOWN FOR HEA� ) `ay � PRESSURE,SEE TABLE '� �ncreta(min.27 ksl) t!4'Etco lAttaCon 13l8' 1' (SIMILAR DETAILS APPLV TO FRAME JAMB AND SILL, FRAME m SEE � A,SHEETS B 8 e. �� CoMrete(min.3.35 ksl) 1/4"Elco Ltete-Flex S54 13l4' 1" EXCEPT POCKET JAMBy HEIGHT, o PANEL NOTES o 19 iC��', � SEE � HEIGHT 386 X 18 ',' Ungrouted CMU.Jembs ONy 1!4'Elco lAtraCon 1d/4' 1' � TABLES � = BELOW O (A5�T4 C80) 1!4'Eleo Qete-Flax SS4 1-�/�' 1314' pg,g 7d" FRAME m O y HEIGHT- 17 ��" Cancrete(min.2l ksI) 174"Elco UltraCon 13l8' 2-1/2" ' 2.12' Q 78 R1SER �' ��` �crate(min.3.35 ksi) 174'Elco Qete-Fle:SS4 1�3/4' 2-1fY � 4dJ18' iD,; a 6 . RISER RIS R ' �^gf0uted CMU,Jamhs ONy 1/4'EICa WhaCon 1-0/4' 2-02' � � � • � (��D) 174'Elco Qete-Flez S54 1-114' 2-t12' 2 NOTES + �Z� I 3 �)OETAILS APPLYTO 2,3 AND 4 TRACK CONFIGUR4710NS. � � 9 1 2)SEE SHEETS 2-0 FOR ANCHOR LOCqT10N 8 SPACING. I 3J SEE TABLES 2 8 3 FOR REINFORCE6IEM REOUIREMENTS. f� �Z� 13 � g� 4}CONTINUOUSANCHORPLATE,IiEM#B,ISREQUIREDATALLFRANIEANCHORLOCATIONS. ) �-1 101 102 5J PANEL WIDTH DOES NOT INCLUDE INTERLOCK OR ASTRAGAL A�0.0N. ; 15 8 �/ 2 14 p � � 8 6)ALL REINFORCEMENTS ARE APPROXIMATELY THE FULL LENGTH OF THE EXTRUSION.REFER � � {(�� R� TOTE5TREPORTSFOREXACTDIMENSIONS. � 0 � O U147N6' .:itlt��. � ��C� �� ' GROUTAS � d�� .� ;,� trr:at; �'i� x°w°°ar: °d` r�,� I ,,G, ;':�`�, 1!4'� . � y . NEEDED� �114" :; ��G'p7^f � � ' MAX. EMBEDMEM ' • . q SEE � MAX. z'' �t��' RwbetlBy: CLY: �; ! � . , • NOTE 5. ' "Y. �.. ,..,^.:i _ MIN.2.7 K51 SHEET 1 } �� 2XWOODBUCKSTRIP EDGE � _ � � � Goack�c DnYnBY. ' EDGE � v SILLPERANCHOR ,;� ;� DISTANCE REOUIREMEM, ORFRAMINO,SEE o�srnn,ce _ to�5' !%%: VERTICAL INSTALLATION DETAILS J ROSOWSKI i TYP.ANCHORTYPE,EMBEOMENf SEETABLEI, NOTE4,SHEETI • � :!�,` � TYP ANCHOR TYPE,EMBEOMENT n:� AND EDGE oISTANCE PER SHEEf 6 AND EDGE DISTANCE PER �',;� ,., , 1O70TEC7WOLPGYDRNE 7da: p� _ SUBSTRATE,SEETABLE t,SHEET 6 'r"S�; SUBSTRATE,SEETABLEI,SHEET6 ,�;, L�y .'�:c � "�P��6 VINYL SGD INSTALLATION GUIDELINES 19/18/10 � DETAIL 5 DETAIL 5 , r;�,�;�L�;,• � � INTOMASONRY INTOWOOD �'� �g�� S� �OBG �'°"ygN°' Rer A.LVNNMILLER,P.E �roFaun�.�s 470 NTS 6 OF 13 FLA-SGD470-01 P.E.N 58705 i . � �--�,� HEADER BLOCK TO HEAD � \ 1)INSTALL � p}INSTALL JAMB TO NEAD f'�' 6 ANCHOR� CLIP INTO CLIP INTO ATTACHMENT HEADER� ,� � o �TYPE AS USED PANEL s I ;�� FRAME INSTALL ONE BLOCK AT ` �B��K � ASSEMBLY � IN INSTALLAiION, STILE ° JAMB& EACH INTERLOCK. \ � 3 7ABLE 1,SHEET 7 SUBSTRATE, A7 ASTRAGAL,INSTALL � i I� (3)#10 X �' SEE ONE BLOCK THAT 1.5"SMS o TABLE 1 SPANS BOTH PANELS. �� q � �� "'r— n i � � r(3)#8 X 1" ; � �� x�. a -- I � '�MS r � _,t � � I - o _ f � d FIXED PANEL CLIP \ ` ' � / � �' j FIXE� 58 INSTALL ONE CLIP AT THE MIDSPAN � � ' � PANEL OF EACH FIXED PANEL-TO-FRAME -��(2)1I4"x 20 x 2-1/4" I'� � CLIP �AMB LOCAl10N. �� • �✓ J THREAD-CUTTING '� � � i =� , 1� � SCREW ' � •` (2)#8X1' i n f�1 � � � ' (i, � SMS� �� fll'I �° ��\ UJ? � `\ I I�� I ��'" O ; � i � � il PLATE COVER Q � ' I ! ! SEE� REINf.PLATE Q5 � 88#10 X 2"SMS(4j� f4 SHEET B #8 X 1�14'SMSQ � �� _ f a q _ '� J =\�� 4 � � \i 10 1 k (? � � \_ \ � � � �� I \\ � KEEPER � � �� -�'� o ��._�� _.��. . / � � \\ i � �� a�' c�� JAMB TO m��\ ` ,�� ` � � � � � �0 SILL ASSEMBLY��`�� r� a o ; � � %'� /:_,,, � , � KEEPER TO JAMB � ' �p �� / ``�\\ i i �\\ � � LOCKING JAMB � ATTACHMENT � � REINFORCEM NE T PLATE J• /� sHowN \��:. �� 0[I I �"`—"� FOR DOORS OVER 96" 1 D ANCHORS @ �� `� � J ' � v I 10 KEEPER � �t 3',6",9",12',&46.5"FROM EACH END /� >�� v\ I / NorEs — I� ; � 1�DETAILSAPPLYT02,3AND47R4CKCONFIGURATIONS. �� \�� {t �� p� � 2)SEE SHEEfS 2-4 FOR ANCHOR LOCATION 8 SPACING. �\� � \_ � \ � 3)SEETABLES283FORREINFORCEMENTREOUIREMENTS. —�� ,�'� �I� I ! ~' I i 4J CONTINUOUS ANCHOR PLATE,ITEM p8,IS REQUIREO AT -- \��L ' � -� � `\ INTERLOCK /� ALLFRAMEANCHORLOCATONS. '��\ � `' � � � Q REINF � � �--�� `��' � O(4)#10 X � � 2"SMS t COVER "—`f�l— '� �� INTERIOR I � l \, � I ''' � � '� ,� - �' . � � i �,\� ,�� EXTERIOR i j � �� INTERLOCK �`� f� ( �� REINF � �;i,� . f .��' ' � BOTTOM RAIL �-.; ��, PLATE I ,�+ ' ri, aowseaey. (�m: rseruw�• f #10 X 2-1/2�� , .� t:f"L!..�r,, i; 11 SUPPORT i SMS ^'; _ .�� i (2)#10 X 1"SMS � ' I;j�.� ~ , . �:�.i r` , - aeHeeasy: oaar: aeHewn: � THROUGHSUPPORT, �� \` .� •`;''�-`; , '= � INTO PANEL� �' ;� :'.[ � ,__ � n�ma�on: us»,�ey: t L#�o x 2•sMs PANEL -- �-� �� •: - ACCESSORIES INSTALLATION DETAILS J ROSOWSKI INTERLOCK SILL RETAINER 6 �b.,I�S -':`�;� 4 ASSEMBLY ;!`" ,o�o rec+aruococroRrve �: new: ' CLIP ATTACHMENT ALL PANEL CORNERS WELDED, -... -^Lot?»`' ,.�G`,•� rv.vF,vrcE r�sez�s VINYL SGD INSTALLATION GUIDELINES 11/18/10 7 '.,v Cv. P.0.80Xt5?B INSTALL ONE ASSEMBLY AT EACH INTERLOCK NO ASSEMBLY FASTENERS •� ll[:,;>}.�" ` NO!(pAlAS,FL31274 ��, �; � �,,,N,�� „ � ,A.LYNNMICLER,P.E. �,��A�� 470 NTS 7 OF 13 FLA-SGD470-01 � P.E.#587p5 � �� 1 i TABLE 2. .�',,�;'i�i! ,�;�,'"i i '�. ' .; � ;, , `;,, `/ � ;ti{� y�.�!.S� Anchor md Su6sVate Serles 470 Anchor Quantitles and Design Pressures using Heavy Duty Relnforceme�t TOTAL#OF ANCHORS CLUSTERED � � � TypB.588 Tebie 1, THROUGH THE HEAD 8 SILLAT EACH PANEL ,� �.F�?��` _ � Sheet6 FRAMEHEIGHT(INj REOUIREDA PANELM ETINGPOIMANDI �/� `-�-' � � �y gg �pg 120 ANCHORREOUIREDATMIQSPANOFPANEL� • �J''� ��" j �/j,f,.a, �S i<;:: , NOM. ! � i � � ANCHORAOE TYPE PER SU&STRATE ",�� S��'�''`.� . i PANEL FRAME , ' REQUIREDTOACHIEVETHEDESIGN F��R`��T� - � A B C � D A B , C , D A 8 C D A B i C D A B , C � p pRESSURE,USING THE ANCHOR � WIDTH SIDE . �UANTIES USTED BELOW.SEE i!i l 1 i��.�� ; (IN) TABLE 7,SHEET 6,FOR COMPLETE A,LYNN MILtER,PE, Head 8 Sill C3+1 C3+1 �C3+7 C3+� C3�1 C3+1 C3+1 C3+1 C3+� C3+� C3+� �3+1 C3+� p+� 'C3+� �.� �3+1 C3+1 C3+1 C3+1 AN�HOR LIMITA710NS. P.E.k 587Q5 Jemh 5 5 5 5 5 5 5 5 5 5 5 5 6 6 6 8 8 8 B 6 TABLE KEY: Npqj,;� O O 24 P-hoak B B 8 8 E B 8 B 9 9 9 9 10 10 70 10 11 11 � 11 11 PN�4 FRAME A � � � 0 ' +80.0 +�.0 +80,0 +BOA +80.0 +80.0 +8D.0 +�.0 +8p.0 +80.0 +80.0 +80.� afiq.0 +60.0 +60.D +fi0,0 i60.0.afi0.0,t60.0 +80.0 w�DiH S�DE � Design . � a- �t t , �QN1_:''r � ' T � i ------------Press_ure__80.U-�0.0 -80.0_�0.0__�O.Q _�D.D__-80.0 �OA_-�0.0_�09 -80.0_90.0__65.0 �65.0 �65.0_�5.0__65_0 -65.0 �5,0 -6§.0------------,:.,,-::,,-Nesda-sa�--cs.� -O �,��- ----c�- -� F1ead&SIII C3+� ' C3+� �C3+1 ' C3+y C3+1 C3+1 C3+1 ' C3r� �5+1 C3+1 C3+1 q+t C3+1 q+1 C3+1 C3+1 C5+1 ;C3+1 q+7 C9+1 '�"'b $ �,� �� Jamb 5 5 " 5 5 5 5 5 5 5 5 5 5 6 6 6 6 6 ' 6 6 6 �24 . Pfiook e � � � � 30 P-hook 8 8 B B 8 8 B � 8 9 9 9 9 1D 10 10 10 17 11 '11 '11 Preass�ma .8p,o �� Z �V" p�� +80,0 +gp,0,+BD.O +Bp.O +BO.D +gp,0 +80.0 +80.0 +80.0.+8p,0 +60.0 +8p.0 +60.0,+60.6,+80,0 +fiO.0 +6p,0 +fi0.0,+60.0 +60.0 �� J � Pras9ure �p,p ' .80,0 -80.0 �80.0 -80.0 $0.0 -BO.D �0.0 -80.0 �.0 �0.0 A0.0 1'i5.0 -65.0 ' b5.0 �65.0 Fi5.0 ' -65.0 ; �65.0 65.0 NOM. W PANEL=FRAME WIDTH Q C'7 Head85ill q+1 C3+1 C3+� C3i1 C5+1 C3+1 C3+1 C3+1 C5+1 C5+t , C3f� , C3+1 C5+1 q+t , q+1 C3+1 C5+7 C5+1 C5N C3+1 WIDTH #OFPANELS � `"' i Jamb 5 5 5 5 5 5 5 5 5 ; 5 8 5 6 6 ; 6 6 6 6 � 6 6 W C7 0 ' � 36 P-hook 8 8 8 8 0 8 B 8 9 9 9 9 10 10 , 70 10 7t 1� ' 71 11 THE MAXIMUM NEGAl1VE DESIGN --� � DO � +80,0 +8p,0 i8p,0 +80.0 +gp,0 +80,0 +8p,0 +80.0 +80.0 +gp,0 +gp,0'+80.0 +6D.0 +60,0�+60.0 +60.0 +80.0�+60.0 i69.0 +60.0 PaE55UREATTHESEANCHOR Q O � � � DeSign QUAM'RIES. F.- Pr�s�e �o.o so.o -eo.o �.o �o.o �o.o �o.o �o.o �o.o �o.o �a.o ' Ba.o �s.o -a�.o ; �as.a �ss.o -ss.o �ss.o �s.o �s.o � � F- a � THEMAXIMUMPQSITIVEDPATTHESE W J Head&Sill C5+2 C3+2 ; C3+7 ;C3+� C5+2 C5+2 C3+1 ; C3+1 C5+p CSr2, CSa1 C3+1 C5r1 C5+� � C5+1 C3+1 C5+1 C5+1 C5+1 C3+7 ANCHOROUANiIT1ES.ADDRIONALLY, � --� z � Jertlb 5 5 fi 5 5 5 8 5 6 5 7 � 5 6 6 6 6 6 6 7 6 THE MAXMIUM DP FORTHE SILI HEIGHT � � � 42 P-hook 8 8 ' 8 8 8 8 8 8 9 9 9 9 10 10 10 10 11 ; 17 71 11 MUST ALSO BE CANSIDERE�,SEE (A � � TABLEA,THIS SHEET (n Design +80.0 +EO,p +8p.0 +BD.O +80.0 +80.0 +80.0 +BD.D +80.0 +80.0 +80.0 +Bp,O i60.0 +60.0 +6Q,0 +60.0 +80.0;+gp,0 ;60.0 +80.0 W Z Pre99�ae -80,0 -80.0 �0.0 E0.0 -80.0 -80.0 EO.D �80.0 -80.0 �80.0 A0.0 -80.0 �5.0 �'i5.0 &5.0 �5.0 SS.O ; �65.0 ; -65.0 �5.0 TOTALitOFANCHORS � 0 THROUGH THE P-HOOK. $ � � � , Head&SIII C5+2 C5+2 q+2 C3+� �,S+Z C5+2 C5+2 C3+1 C5+2 C5+2 C5+2 C3+1 C5+2 C5+2 C5+1 C3+1 C5+2 C5+2 C5+1 C3+1 T07AL#OFANCHOaS 25 Z � F Jamb B 5 7 5 6 5 7 5 7 , 6 8 5 6 fi 7 6 7 6 8 6 THROUGHTHEJAMB. C7 J � 48 Pfiook B 6 ' 8 8 8 8 8 6 9 , 9 9 9 10 i 70 10 10 11 � 11 ; 11 11 � � W Z p pesign +80.0 +g0.0 +60.0 +80.0 +80,0 �8D,0 �80.0 +80.0 +80.0 +Bp.O +60.0 +Bp.O ifi0.0 +gp.0 +80.0 +6p.0 +g0,0 +Bp.O +Bp,O�+60.0 FIGURE A: �� > �� Preesuia �D.O , �,0 �80.0 �0.0 -80.0 -00.0 �0.0 �0,0 �0.0 �80.0 �.0 �0.0 85.0 �5.0 G5.0 $5.0 Fi.5.0 �Ei5.0 65.D -65.0 OH LENGTH ; FieadB SIII C3+2 C3+2 ' C3r2 C3+1 C5+2 C3+2 C3+2 C3+� C5+2 C5+2' C3+2 C3+1 DOORASSEMBLIESINS7AilED � TABLE A WHERE THE OVERHANG(OH)RATIO Jemb 5 5 6 5 5 5 6 5 6 5 7 5 7HE ISEOUALTOORMORETHANIIS � � ' 54 P�WOk 8 8 ' 8 6 8 B 8 8 9 9 9 9 Wamr-Llmited(+)Dasipn Preawre �SSER � E%EMFTED FROM WATER g�A � � DBSign +E0.0�+60.0 +60.0 +6p.0 +80.� +60.0 +60.0 +�,0 +6D.0 +60.0 +60.0 �60.0 NortlirmlSill AGtuBI$ill VALUEOF INPILTRATION.THEOVERHANG ��'� Me%.{t)DP AlIOwCG TABLE A = w+710 SHALL 8E CAICULATEO BY �4' � PreBeure $p.0 1i0.0 �60.0 , �0.0 �0.0 �BD.O �80.0 �0.0 -60.0 E0.0 1i0.0 �D.O H� �� AND p THEFOLLOWINGEDUATION: � 60 1-11/18" 1.888' O�eR�engReq'd(FI9A) TABLE2 � � Head&SIII C3*2 C3+2 C3+2 C3+1 C5+2 p+2 C3+2 C3+1 C5f2 C5+2 CS+z 'C3+'I OH R4TI0=OH LENGTHIOH HEIGHT �d� t Jemb 5 5 6 5 5 6 6 5 6 5 7 5 3-�l2" 3.469' +BQOpaf �HE RMWES �Y � � 60 P�mok 8 8 8 8 B 8 8 8 9 9 9 9 41/1G 4.03T +80.0 pat WATER Oesign +6p.0 +60.0 +60.0 +60,0 +80.0 +80.0 +80.0 +6�.0 +6p,0 +60,0 +6p,0 +60,0 q.5l6' q,614" +�pp,Opsf LIMITED ; Pressure F0.0 f0.0 �&0.0 1�0.0 �60.0 �&U.D �80.0 �.0 �60.0 �60.0 �0.0 fi0.0 (i)DP. s ..., - ,...`..RelntoicemerKiRequirad,.lBeePartaon,5luet10) .,...,.�� .`_....;..'. t DETAILSAPPLYT02,3ANDQTRACKCONFIGURATIONS. � 2)SEE SMEETS 24 FOR ANCHOR LOCATION&SPACING. I hteAak�LacklFzedStite Astre�l AsqegalAddon Top1$ottomHeil Plete(Partfl24,25) � � 3)SEE TABLES 2 8 3 FOR REINFORCEMENT REOUIREMENTS. Pert#29 Pert#28 PeAN 26 Pert#30 Port#28 Req�ored for Nei�ts a.�96" 4)COMTINUOUS ANCHOR PLA7E,REM ae,15 REQUIREo aT ALL FRAME � i ANCHOR LOCATIONS. 5)PANEL WIDTH DOES NOT INCLUDE INTERiOCK ORASTRAGAL ADPON. �- { 6)SEE SHEET 2 FOR APPLICABLE DLO PER PANEL SIZE. � � , I TABLE 3: ..:��'�_' °y`',.� i - ,. - '�' � Series 470 Anchor Quantkies and Design Pressures using Sfandard or _ ;�.,��, ' _ Mchor and Substrete Composite Relnforcement '�� '�� Type.See 7ebie 7, /�. � Sheet 8 FRAME HEIGFfT(IN� _ •',':l� - (O IS ��f-- � �;� . V� Cy- 80 84 98 TOTAL#OF ANCHORS CLUSTERED ��=��" tHROUGH THE HEAD 8 SILL AT EACH PANEL •"R� />(pr�,c.?� ' �`� � j NOM. t ' � I MEETING POINT(EX:FOR C3N,3 ANCNORS ' ",Q-, ��'` PANEL FRAME � ' RE�UIREDATPANELMEETINGPOINTANDI �',�,.;I'`,lj.!Fti�� ;.`` j V1flD1H SIDE A B C D A B j C D A 8 j C � D ANCHOR RE�UIRED AT MIDSPAN OF PANEL). ��i��i��.t� � ' A.LVNN MILLER,P.E. QM � I ANCHORlhGE NPE PER SUBSTRATE P.E.N 58705 HCedBSill C3+1 q+1 1 q+t C3+1 C3}7 C3f1 � C3+1 C3+1 C3+1 C3i1 ' p+1 : p+1 REQl11FtEDTOACHIEVETHEDES�GN r" PRESSURE,USING THE ANCHOR � .ternb 5 5 5 ' 5 5 5 5 5 5 5 5 5 QUaNr�S uSTED BE�OW.SEE � � � Q � 24 P-IIOOk 8 8 B 8 8 8 8 8 9 B 9 Q TABIF i,SHEET 6,FOR COMPLETE � ` � f� ANCHOR GMfTATtONS. Q � Design +80.0 +80.0 +80A r60.0 +80.0 +60.0;+80.0 �80.0 +60.0 +80.0 +60.0 +80.0 Q r' + TABLE KEY: Npap' � �`- � ; P��+� �0.0 �0.0 -60.0 -60,0 �60.0 �60.0 i -60.0 -60.0 60.0 ' -60.0 fi0.0 fi0.0 � PAt�L FPAME �O � ' � Fl�d 8 SAI C3*1 C3�1 q+1 ' C3+1 C3+1 C3*1 � C3r1 C3+1 C3�1 C3+1 C3+1 ' C3+1 w N�i sioE � �� J j Jarnb 5 5 5 5 5 5 5 5 5 5 5 5 ��-�-� Z LL � 30 P-hook 8 8 , 8 6 8 8 8 � 8 9 9 9 9 ;' 1 - . � � a.000•---1 1 �--5.875' --? 5.875' I -.� 1.570' F+-- 1.430' � �~'�7' i �` f �,---�,�, �f -"� 1.SBS 1.585' ,r�pr - r�O��' 1 Z. O i ioo'o�-Ju� �� i.aas• � I � „ ��,-�� • REINFORCEMENT �yy j� LJ �ao• t-I � ` dc'�� l�nJ� COVER .t�m 2.833' L .300'� � 2.766' 400" � 2.768' RIGID PVC � z�, I � ORIGIDPVCEAD/JAMB ORIGIDPVCILL ��^r � 22� ---1� -1�---�I� �25' � � F---z aor---I i2o^ --i F--- �ez^ .�zo• -I F--.�az• i f---a.25o'-� -e.25o' REINFORCEMENT TOP,BOTTOM TOP BOTTOM INTERLOCK.300 ItdTERLOCK 400 � 1��](��'��e z• r O - O 10� l� � i �6 OS-75 ALUM. �RE N ORCEMENT � REINFORCEMENT �6005-6 ALUMENT ��Q��ALUMENT i � _ u'� Il-fl V�!!'�,ll-1J IJ1 e �L �� a ,.�� G�]� � � 600ST5ALUM. COMPOSITE i O 3 TRACK HEA�/JAMB /----��.� RIGIDPVC O3TRACKSILL I I �o^ �� ; RIGID PVC � �.309" i i f--- 10.625" �-- 10.835' 3.483' I .100' s �0 '�'- 0 r � O�`� S f O � � .�oo•�� q� � .oeo• j ��1�°l��,°.,�-- o -0�Zu�� O ��O�--�7r OIC 0 1.6188^ ��- 12S � �_ 4.279' � G��Ll�-ZJ�L�lUWO 1 2.147• 2.710' 4.635' � �RI IG D PVC EAD/JAMB OO R�GID PVC ILL L z2sr�Z �i �25' �z."s'� ��o --I�t.s7s•�� I 5��.sao• �� 93�� T � �4Y .soo• �� C� 'aoa �REIN ORC MENT�N 31 P`EI�TE RCEMENT O ApAPTER K 36 RIGID PVC ADD-ON 3Q AND BOTTOM RAL � �--{�--- OBT �25 3Q��J �� 2 � _._{� asr 8005-T5 ALUM. 6063-T6 ALUM. RIGID PVC RIGID PVC I FRAME SCREW /WCHOR PLATE TRACK INSERT KEEPER B01TOM RAIL 87s�+ B75'�- -�i.o2o��-- ��.�q3• � f OO COVER O 6063-T6 ALUM. O 6063T6 ALUM. �� 6063-T6 ALUM. �� SUPPORT ��q I �I�I'"�i1LI�.osz• ��-^ �°e2' �,�• os� �i �'S93' f--- � RIGIDPVC 6063-T6ALUM� �•�3�e� .aeY ��3�1 I� �,esT` J � rZk.. -�{1.435' (��-- T---{ 1.487' J-.� i_�3 J-�uL r .320•� as5' � -+I 1.435" �- � 1.813' � I 1.487' � I� T _=s� _[ I I �V�� oso• �'S10� aso^ 90 TOP RAREEN 91 BOX SCREEtd �S DE RAIL EN 93 BOX SCREEN g�OXO ADAPTER •0B2' .aso'� .a55'� �� 1� �BOTTOM RAIL O qSTRAGAL � 606&T6 ALUM. 6063-T6 ALUM. 6063-T6 ALUM. ADAPTER 6063-T6 ALUM. , 1z COVERSILL 13 COVERACK �q BAO�D-0N EENSILL 150U�CKSCREEN 16 ANDJAMBADD-ON �-----{-�•oet° �+.oer 6063-T6ALUM. ,aqy i RIGID PVC RIGID PVC 8063-T6 ALUM. 6063-T6 ALUM. RIGID PVC � �T �{�1oZ,�.oa5' 075.� '�•955' t T t 78Y 1.778' I1.77B" .67B' ? L I � � � � 1 � I � .094'��2.97��..1.UB5' ! 1 r-2.060'�' .050.� �50'-'¢� � � i.ss3• - � -� � � 1 ----- ti � --------STD.-SCREEN---STD.-SCREEN--- -STD.-SCREEN----� FIXED-PANEL EL-IP---- --- -I - - � i �3��" 4'�� 10 TOP/BOT RAIL ��SIDE RAIL �3 ASTRAGAL �8063-T8 ALUM. �� -2.BB7' 1989• 5.176' ` �f � � � 6063-T6ALUM. 6063T6ALUM. ADAPTER i U� �---.Oso^ I� 6063-T6 ALUM. -'��-�.060' .080' �.O6D' 706'�-I� ,i�..:. k J 1 I .080' �,.� 1't`.i�: ,:��`�/�, ReNseCep Oae' Rev[U°^. � 0»SILL RISER 18 SILL RISER 19 6063-TI6 A UM. 0 P'HOOK ADAPTOR � .. . � 6063-T6ALUM. 06063-T6ALUM. �6063-T6ALUM. � _`�j' ��`-`�==- a,Vmmer � eoww� I • �j:t.JOf�: � � � - i �.5�• �6 6�6ALUM. Y ' � �� '28t zsz� �7281 -� � ,:��?;� ,[o�ts '':_ PART DETAILS J ROSOWSKI f .zia• � ..u. :i:�� .125• 1W0TEClWDLOGYDRIVE 7Ms D�e: f � � �' `�� `�-"�=`- �"', K o'��76 VINYL SGD INSTALLATION GUIDELINES 11/18/10 � 1-1/16"BEVELEDBEAD 1-1N6"OGEEBFJID 4 P-HOOKREINFORCEMENT ``�"'!�_�,�;,; '%� � IVpKOMt§,FL34274 5,,��; � st�e nrs�viprm, far. �RIGID PVC �RIGID PVC �6063-T6 ALUM. , �d'LVNN MILLER,P.E ��,�� a7� rJ1'$ 10 OF 13 FLA-SGD470-01 ! P.E.#5870.5 I -� \`f4` �. .,�', � Patt# PGT.#t pescription Part# AGT# Description PaR# PGT.# OescdpHon �..�' ` .=r��,� ~% "• + . �>`'� '."� 1 6i9Q01 2 Track tieadiJamb 50 419042 Ftarite HeaderBlock Bau Sereen - . l � � .�r .ia.�,i 3� i 2 619002 2 Treck S�11 51 48052 RollerAd.Hole Plug 90 612256 Screen Top Rail — i 3 6t6025 3 Track N�dlJamb 52 A1735 SGD Panel Cane-atang 91 812251 Screen 8ottom Rall G� . �,} �-t^ s 4 659628 3-Track SlI - 53 4t738 SGD Panet Came-alorg Catet 92 82Y158 Sereen Side Rail-lncicstile ,'"' t�,� . ?-`� � N�� '. ;T,=> �-:.. � 5 819027 4-TrackHeadlJamb 55 71696 DustPlug 93 84344 ScrcenAstr�jal :-',,�,;..,;` , , ' 6 619028 4-7rack S01 5E3 d�1385 4 Hole BumperStoP 94 617349 OXO Screen Astragal Adapter ,�:=:;�,, � re�'�� ';. .., t�;�.x;,,.. � 7 Bi90d9 Frame Screw Cotiet 5$ 813437M Pixed Panel Gip 85 &5428 Sereen DoubEe krtedock �� , };;` { jA.4YNN MILI.EIi,P.E. � 8 819031 AnchorPlffie 59 71896G Sill Plug 98 817347A Screen Bug FIaP P.E.aesros ; g g�gpp7 Treck d�sert 8f 78Xi8PP'i7C tF8 x 318"Ph.Pn.TEK Screw B7 41818K Scseeo KeeperSpacer Set Q � I 10 61902�v1 Aiuminam Keeper 62 7LiKi4PPSDAX #8 x 3t4"FI.Ph.'fEK-S.S. 98 728X1X 1i4-26 x t"S.S. Y •— ` ' 11 619036 Bottom Rail Support 63 781PSTX #8 x 1"Qued-8.5.. 99 720X112X 1/4-20 x t-t/2"S.S. � � � �� ' 12 619006 Outer S�!Cover 6A ?87PQX #8 x 1"Pa Quad-S.S. 90D 71793G Wstp..2T0"x 150"-Fin Seal p : � 13 6i9011 Siti Track Cover S5 78Xi14PNPTd1QX #S z t-914"Ph.Pn.1EK !Ot TSRAZ Stat�aN Roiter � � � �° �� I 14 819039 Bar Sareen SalAddcn 66 7167C1PPSDA70( #10x 1"Ph.Pn.TEK-S.S. 1p2 7SRAX Standard Roller- S.S. � W 16 6194i2 OuterScreen Track{Standarcf Screen} 67 710X1lSPPX #f0 x t-1t2"Ph.Pn Keeper 3crews 103 �LOCKWGS ��e� � Z tt- � 16 6t9038 Bo�c Screen Nead and Jamb Add-on BB 710X1PPX #10 x 2"Ph.Fi S.S.Scrnv t04 4t8f8K Socaen�ock Keeper Spacers � 4{ 17 g1gp22p Sill Rlser-(DPfA) 89 71QX212PPOAX #10 x 2-1/2"Pn Ph.Tek S.S. 105 7SDI�EP Scneen Lock iCeeper W ! 0 � 18 818Q'23A Siii Wser-{DPSQ} 10 742X112PP #t2 x 1-1I7'Ph.Pn.A StandaN Sciee�n � � 19 619024A Siti Riser-{dP100} 7t GE 770D Siticone t14 612033 Sereen Frame-T tBattom Raii � ? 20 819032 P-Hook Adapter 72 Dow Coming 995 Silkone 111 612026A Screen Frairne-Side Rall(Latch O �: j 2� s�appp p.Haog 73 71726K Neoprene Se2Qng Blo¢k 1"x4"xtl16" 112 842033 Screen Frame-Side Rafl g � 2d 6t96t4 Rein6rcemantGaer 78 SiEiouneFoamSaperSpacer-ti118" St3 617383 OXOScteenAs alAda er � �t � 25 819030 Reinfo�cement Plete ?7 Ho4tnelt Butyl 114 gq653K Vi I Astra al § � � {�—� } 26 Bt9097M Top,Bottom and Stfie ftanf(Alam} 78 819090 1-1!!6"Be�eied 9ead it5 6'l7356 Screea Sill Ad ter 4 ¢ � �� tL' ` 27 19dd6 Top,Battom and S�e Relnf.(Comp.} 79 fi19015 ?-if18"Oyee 8e� it& 6FP95K $y FE �.�.. z �, 28 819018M Intedock.300 Reinbrcement 82 62138 Ogee Vinyl Mundn 1/7 7R42DK Ri�et Q � , 29 619�t3M hte�lock.4�D Reirtiotcement 83 63699 insulated Gfass Muntin•FlorizonWl 118 74X7PA #4 x t"Ph.Pn.SMS � � � �r ! 30 819019M Astragat Reinfacemmt 8d 4CdNN I.G.tntersectian 179 78Xt12PSAi5 #8 x t-112"Ph.Pn,SMS A Z O � � 31 679035 Reinfo�cement Plate 85 7558K I.G.GricAock Clip-7N6" 120 41703N Screw Boss Bushfn � m�' J } l 3b 819Dfl5 t�tet1ak Adaptot 86 7560K l.G.Gridlack Clip•5l16" 121 742627 Comer lCey Wheel Assy.(Star�daM) � � �� j � , 38 8 1 9 d 0 8 Ast r�g a i Addon i� 712027SS Camer Key Wheet Assy. 3.5.wtbr.aring} � ; 37 6190p4 Panei Stile,Top/Bottom Rail 1� 41805K Screen Handle ! 44 7i88D9 187 x.26Q Ffnseai(SU}e} 124 41806 Scteen Handle Slide � t At 71895K S-1l2"x 1"x 3/Q"Fin Seal Dust Ptug 1?5 70Al68 Scceert tatch Aasy. � j 128 7SNKPN ScreeriKeaper �� A2 d19041 Intedock Gip Caver �"� � � 43 78'E53X Tandem S.S.RdletAssy. 127 81893K SeRaied Sc�een S line-.145" �� s 44 781SiN Tatdem t3Ybn Rdi�Assy. t2& 81�2K Ssteen Splitte- 165" ��°a' � i 45 619043 P-hook Remfacement plate 129 61�4K Scrieett Spline-.150" �z � } d6 7i0X125PPSFJX #t0 x 1-1td"FS PH SMS 130 61876C24 Screen Goth i � Nores � 1)SEE SHEET 10 FOR MA7ERIAL TVPE AND DE7All.5. � � i _ t � �i i 1 i) i� . � TYPE STANDARD REVERSE TYPE LEFT HAND POCKETS LEFT HAND POCKETS TYPE + D K L 0 I �A � M 2F2T � l�...;:.....r3 9 � � 1P2T �' ^ � M 6P3T R F e P D K x �� x I 2P2T P R OXXX%O S� � N' � i «� � L D M — xo � ^^� ox ZP2T a F F e I} 5 D K T A M BP3T M A I 3P2T P R � � M q SD � DS oxo oxo '�X � D K 3P3T B g F F F L D B I 3P2T H NOTAVAILABLE A M F B M a xwc xxx 8P4T R v �cx p K SD g F B F WW(%X%O � { q R 4P4T e F � D � 3P3T M OS � A B A 61 � F F 0 8 � �� 8P4T ra a x�a o�oc D K ZP2T � M xxzwcxxx I B F � 1 3P3T P ta � M �S � A 4P2T B F NOTES i �0.�+ � }++ M � � �,p C M 1)AMXIMUM OF(B)EIGHT PANELS UP TO 98'FRAME HEIGHT. 2)MA%1MUM OF(4)FOUR PANEL CONFIGURATION FOR FRAME L p �� HEIGHTSOVER99'ANDUPT0120' � 3)MAXIMUM OOOR FRAME WIDTH(EXCLUDWG POCKETS IF ; 4P2T R P NOTAVAILABLE APPLICABLE)iSUMITEDT0487-11l16' C M B F � opco 6P3T a F ; L D � M � 4P2T M A NOTAVAILABLE �� C M � pOx B F � � g F K SP4T B F i e F B C M F I A M 4P4T � � M q U U �� } M ps DS SD SD A : %%XX X)0(% —_—___—_—_----_'_' . ___—__——- ——__ __4 _ ___ D K _— _ ---— � e F " � 4P4T B F P R f J J M A U U os so /� � I . ��Br �: Rewrore ! µ DS SD A LJ Y ,",`,. . ,� �j`•t �'� x�ao o�ooc ;r:=Fl::t"��''"r � � � o L D INTERIOR �� ., „ I F P e B f�2.`.L'i 9° _. i 5P3T R P - � y '" py�gy; � SCREEN SCREEN �'� � �� 1 o�ooco o�«xo EXTERIOR " �'�6��ls :.f� SAMPLE CONFIGS AND PANEL NAMES J ROSOWSKI } L D L D (j , ��.5:_(:' _'!;' ! F A M B � � - fom�CfaratocYORrve rme: �� 5P3T M q U •'��-':'� '_ • N.VEriJCE,FL34276 VINYL SGD INSTALLATION GUIDELINES 11/18/10 f no N� '��'oi:l;;t�F�':. rroxone�Fi a�a�z�< ' �� SCREEN %�X SCREEN << °�� S�� A.LYNNMILLER,PE. Q7O NTS 12 OF 13 FLA-SGD470-01 i� ' P.E.#58705 CER7 OFAUIH.8792�6 � — ____ tl SINGLE FIXED F SINGLE SINGLE C DOUBLE ASTRAGAL P INTERLOCK �� LOCKSTILE INTERLOCK � INTERLOCK INTERLOCK �'4 i R FIXED � SINGLE �..I SINGLE �_� SINGLE M LOCKSTILE �n.�vv.nnnr� �NTOERL CK { LOCKSTILE INTERLOCK INTERLOCK INTERLOCK i ; J LOCKSTILE � ASTRAGAL 4 T ASTRAGAL FIXED K SINGLE � LOCKSTILE ' (BOX OUT) OUT LOCKSTILE INTERLOCK , i SD SINGLE � DOUBLE i -T ASTRAGAL _—� FIXED U ASTRAGAL ___ INTERLOCK INTERLOCK { (BOX IN) �� LOCKSTILE � � OUT LOCKSTILE � BOX OUT A DOUBLE ��`\^�^�^^� LOCKSTILE ` - INTERLOCK � S FIXED ASTRAGAL U ASTRAGAL - LOCKSTILE ` (BOX OUT) LOCKSTILE �� OUT (gOX IN) IN , U ASTRAGAL ,�....�.�..�.YC1 LOCKSTILE i S FIXED �� ASTRAGAL A SINGLE �� LOCKSTILE ' (BOX IN) �-OCKSTILE IN INTERLOCK DS DOUBLE � SINGLE ! INTERLOCK INTERLOCK L SINGLE AS7RAGAL p LOCKSTILE SINGLE � (BOX OUT) �NTERLOCK OUT �--� INTERLOCK No�s � i)OETAILS APPLY TO 2,3 AND 4 TR4CK { CONFIGURATIONS. � 2)SEE SHEETS 2-0 FOR ANCHOR LOCATION 8 SPAqNG. � ASTRAGAL SINGLE J ASTRAGAL 3)SEETABLE5283FOR LR LOCKSTILE — REINFORCEMENrREQUIREMEMS. k (BOX OUT) OUT INTERLOCK (gOX OUT) OUT 4)CONTINUOUS ANCHOR PLATE,ITEM t18, � I5 RE�UIRED AT ALL FRAME ANCHOR IOCATIONS. rJ ASTRAGAL _ SIPIGLE a� LOCKSTtLE — ASTRAGAL ? (BOX IN) IN INTERLOCK (gOX IN) �N ( i �', SINGLE ASTRAGAL � (BOX IN) INTERLOCK IN ,,�,�•,�,�.�;� �er• ��: rm�: � 4 .- . _.�__ . ��. �: R�: � , SINGLE � SINGLE INTERIOR ,. , � ,-, -`, ` B - ,` ` ' f I INTERLOCK INTERLOCK �� : � EXTERIOR ;;j�• �' iS ,•'',.-- PANEL TYPES RBOSOWSKI ' , - r�` pt7:`,:�:rP .�`i:� � - ,- . f070TECHNO100YDR1VE 7#fa: Q°� � �Q�� SINGLE �J . "'''''�-•=�� "��'E""�"�'� VINYL SGD INSTALLATION GUIDELINES 11/18/10 � ' LOCKSTILE �----J� ,�'"�r;.;,,l.:ti ��, a.o.aoxrszs � M INTERLOCK • , :,� "a`°M's•a�z�a s�,e�: s�,: s,�r °r�»wm"°, e°. : A'`PF'#I587�5'P'E' �r qeq�y.p�9e 470 NTS 13 OF 13 FLA-SGD470-01 k � i I