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Home My WebLink About14-15678 - -' CITY OF ZE HYRHILLS 5335-8TH STREEf (sis)�s oozo 1567 BUILDING PERMIT _ _ ' __; ------ - - - '"�;�.�_�- : ...:, - � . _ , :,... .r - _ , � �;��_:�,. .,-.< _.,,KP,ERMIT�INFORMATION ` ="LOCATION INFORMATION ` ° Permit Number: 15678 Address: 6142 18TH ST 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: ZEPHYR BREEZE Est.Value: Parcel Number: 02-26-21-0190-00000-0440 Improv. Cost: 4,766.00 -�.OWNER INFORMATION��`��,��`�``;` �3��=��F Date Issued: 9/30/2014 Name: VASQUEZ, ANDREA&WARNER, NANCY Total Fees: 90.00 Address: 7281 FARM DALE WAY Amount Paid: 90.00 SACRAMENTO, CA 95831 Date Paid: 9/30/2014 Phone: 916-719-0253 Work Desc: REPLACE 5 WINDOWS SIZE/SIZE ( 1 SLIDING GLASS DOOR ) _ _;CONTRACTOR S APPLICATION FEES .. _ � WEATHER TITE W NDOWS BUILDI G FEE 90.00 _ � � "' � � ep — I5 ' l �� .`"„�,:. , � ' , ` ' Ins ections_��e�uired� � ` ._..� :�-�.°" ;£ �. FOOTER {� 2ND ROUGH PL MB MI C INSULATION CEILING � FOOTER BOND DUCTS INSULATED S WER MISC. ROUGH ELECTRIC LINTEL MI C - MISC. 1ST ROUGH PLUMB PRE-METER IN ULATION WALL MISC. DUCTS INSTALLED WATER MI C DRIVEWAY PRE-SLAB SHEATHING MI C. MISC. CONSTRUCTION POLE FRAME MI C. MISC. REINSPECTION FEES: Reinspection fees will comply wi h Florida Statute 553.80 (2)(c)when extra inspection trips are necessary due to any one of the following rea ons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d)work not ready for inspection when called e) permit not posted on job site� plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there ay be additional permits required from other governmental entities such as water management state agencies or federal agencies. "Warning to owner: Your failure to record a notice o commencement may result in your paying twice for improvements to your property. If you intend to ob in financing,consult with your lender or an attorney before recording your n tice of commencement." Complete Plans,Specifications Must Accompany Appli tion. All work shall be performed in accordance with City Codes and Ordinances. O OCCUPANCY BEFO C.O. �� _ ONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS ITHOUT APPROVED INSPECTION CALL FOR INSPECTION - HOUR NOTICE REQUIRED PROTECT CARD ROM WEATHER • T O� __ � 1' 11/IF � - i"> � f City of Ze hyrhills BUILDING PLAN RE IEW COMMENTS Contractor/Homeowner: ��1.��(.�� f � �°U'��f'0 Date Received: -- Z�� Site: 1 `C Z � �� Permit Type: S �� 1��P�i� Approved w/no comments: Approved w/the below omments: ❑ Denied w/the below comments: ❑ i � This comment sheet s be kept with the permit and/or lans. ' � � Kal n,S ' er ans Examiner Date Contractor and/or Homeowner (Required when comments are present) . � � 1lllllli�l11111111111111111111111111Illlltllililllillllllli 2a�a��a�� Rctpt: 1631369 Ree: 10.00 D5: 0.00 IT: Q.00 • . 09/24/1� eRecording Permit Number ParcellDNumber vz��—�1 �p.� 40� doeac�o�A�{ � PAULA S.4'NEIL,Ph.D.PASCO CLERK&COMPTROLLER N4TtCE OF CCt #lI� MENCEMENT o�l2��s.� io:39 AM s �f s Staie of Florida � oR sx �Q"�g �� 499 County af ��'GD THE 11NDERSiGF1EG hereby gives notice thal impravements will he mad to cerlain real property, and in accordance with 5eclion 713.13 oC the Flor(da Statutes,the following i�formatlon!s ptavlded in this NOTlCE Of C MMENCEMENT. I #.Descriptlon cf property{legal descrFpttorr): .o �,-2b—Z1.. .•p t b—oa000— oY�{p _ . ' _, a}Street uob)Address: �/�{�. (S"�"F �T. .�.'��N y µ�LC.S� �. 33s""yz 2.General description of impravetnents: �1qce. gtZ�� or �tiz� windat�us i- G1ao� 3.Owt�er�nformaflon ar Lessee infarmatiort I#the Lessee confraated fo #he impravement, /� a)Name and address: :;!4:�t.1.�.��...�r..._1�.�,s:.Q�[,�'2''.... ?2�/ �A�1_.M !��#i.�C' �Ax J.4��2�4 M�N1� C.4� bj Nams and address of fes stmple ti�ehotder{if diflerenf ft�an Owner 11 ed abovej .. . _ . .. . . .. ��83( a)Inlerest In property: ��.�.�E� ._-- -......._....__..---....._...._._..._ ... .�. -�----....._..._ ... ... . ... .. . ... _.. . .... 4.Coatractar{nfanna#ian . I a)Nameandaddross: �„�„J�p�,,,�'1G('"Ti'�GL.Ui�,rydoWS_..�.lt°l W• ��UrY1�'�...�!��.��1_�!"Y1P..a:.�_�!��''�7 . _ ._.----�----. . . b}3elephan�No.: � - b - Fax Na.: o ttonal ... .. t3 QZ f S.Surety(If appifcable,a copy��of t�he pym�en#b�on�s attached)~-�---_.__... .. { P } �}�"�. �'.__._�'L� . ..... '. .. ._. a}Name�and address: ._..---..:�.1_..�..�.___..___.�_ ____....._....__. ...- --- - . _.. . ...... .. _ . _ _ . __.. ..._ _ ' b)Telephone No,: .. _....---.__ :__... .._...w.... . .. ._. _ . . .... .. . . ._ . . � .. ...... c}Amou�t of Bend: '#-___.._N_ . - - -- • . 6.Lender a)Name and address: .N�/� b)Telephane No.: . _..._._...._ .. .�._ . ._. .__._... : _... ...... .. . . .. .... -- ... . . . _ .. __—___.._.___.__.,__..._...___..._ ._.. .. _..�_. .... ..........._.. 7,P��aons wkhln the Stete af Flodda designated by Owner upon whom otices or other dacumenis may 6e served as provided 6y Secdon 7'{3.13{1}{a}7.,�torida Slatn#es: a)Name and address: �/_`,C�.._. , _. _. ._...._....__._..._... .. ._ _..�-- -. _._ . _. �.. ... ... . _ .. . bj'telephar�e{�ia.: .. _ _. ... _. Fa7t No,�(optianal} .. . . ' 8.a,ln addltian to himself or herself,+Owner desipnates , of ta receive a copy of the l.lenor's Natice as provided In Section 713.43{9 {b�,Florida Statates. b)Phone Number af Person or entity designated by 4wner: 9.Exptratlon dafe o!notice of commencemeni(the expira#ion date may n t be be€ore the completlon of construct'son and�ina! payinent to the .. contractar,but wiii be.1 year ftom the date oF recording unless a different _ate is specified)_..____. _ ._ .__.__._____.. ......,._ _ .�,.,..,20,..,, ., . � WARNlNG TQ OINNER:ANY PAYMEMTS MADE BY THE OWNER AF7' R THE EXPIRATlON Of 7HE NtJ71GE OF GOMM�NCEMENT ARE � � CONSIDEREp 1MPROPER PAYMENTS UND�R CNAPi`ER T.'13,�ART!,S C'f10N 713.13,FLORiDA S7A'fUTES,AND CAN RE�U1.T IN YOUR ; � PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTIC OF COMMENCEMENT MUST BE RECORDED AND POSTED ON � 3HE Jt?8 S!'FE BEFORE THE FERST lNSPEGTtO�. !F YOU tNTEFiQ 3 OBTAtN �tNANCING, CQNStlI.T WITH YOUIt tENDER OR AN � ' ATTORNEY BEFORE COMMENCING WORK QR RECORDING Y�t1R NO ICE OF CpMMENCEMENT._ Under p alry of perjury,!dealare t I have read the foregofng notice of co mencement and tha!the facts stated therefn ere true to the best of my , knawta e and Iiet. .. .�-. _ ;.. .1,�. . y,l�.�` -r...._._.... ... ...._ .... _ . ... x -�nd�. �� VAs.�2u�2. �i n�ture o O�vner or�essae,or Q�me�'s at 46ssee's{Aulfiafized 0€3icerlDirectorlParfnaii anagarj (Prini N�me and Ptovid�Signafoty's T6elOf6cea � The faregoing instrume�was acknowiedged hefore me this .,3�'� � day of .,,SE�T�M�E2 ,2U/4/.. . bY �N t�1�E+4 ��}'.SQ U�� 8S �w�!�!L (tpAe of authodty,e.g.oifa�r,trostee,attorney in tact} f81��Ti-IC2 �T�" 1...11pv�o4JS � ,8S rvTie".�CY"G��t .. . . , (Na e of person) (type ot aulhorily,...e.g.oHiqer,trustee,attomey in fecl) for�"N�2�'•A �- �l.t S Qtt�L (name f party on behali o#whom(nstrument was executed}. Personally Known [] Rroduced ID `�� % � � Type o€1Q ��,, Notary Signature '"''�--- Print nam�: � E ��^r - ,_,_,,,� ,^�,�u�""'•'Ve'^. SPENCER KASS =+; :; MY CGMMISSION�FF 033074 =°-•.� �"�;' EX�tf�£3:November 1,2017 '�.P;;;`:'� �andet!7tuu Natary pubP+c Underxriters t{ 1 ' , �,i� _ �``�F�'a.J�..�°a�.��' . ��`'�4 rp ' � ` �'Q�e� STATE OF FLORIDA, CQUAII'Y pF RASGQ , � , �,: a m� THIS IS TO CERTIFY THAT 7HE FQREGOING I$A TRUE AND CORRECT COPY OF TME DOCUMENT � ° InGorf'1ye7•ust , � ON FILE OR OF PUBLIC ORD IN THIS OFFICE a•-. o WITN�S y HAND AN FICIAL SEAL THIS � , ,�` � _�_DAY OF � �s° �` ' PAULA S. O'NEIL, � � �:;; iggy ' � K&COMPTROLL R , ��A�AF FLOR�� B DEPUTY CLERK , 813-780-0020 City of Zephyrhills P rmit Application Fax�13-780-0021 Building De rtment �ate Received � phone Contact for Per ittin ��3 �t b S __ 0�3 I Owner's Name I�t Z Owner Phane Number ` �(O—7 I Q— O z s . Owners Address �zg� �AR�"� �A LE (,.�A`� G A s$��TO� Owner Phone Number Fee Simple Titleholder Name ►v/t� Owner Phone Number Fee Simple Titleholder Address JOBADDRESS (D�T2 � fi� �� LOT# 4� SUBDNISION H � BIZ�zE PARCEL IDJt Z��'ZI—D I q0—00000—�{�O (OBTAINED FROM PROPERTY TAX NOTCE) WORK PROPOSED NEW CoNSTR e ADD/ALT SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE SFR Q CAMM OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME STEEL Q DESCRIPTIONOFWORK EPLR�E S SAME S�Z� �14J[70WS l � SI.IDfNG GLASS DOO(� �� BUILDING SIZE SQ FOOTAGE� HEIGHT � �BUILDING $ /f 7�� VALUATION OF T TAL CONSTRUCTION � � ,-r , QELECTRICAL $ AMP SERVICE Q PROGRESS ENERGY Q .R.E.C. / ,�Q�Q / QPLUMBING $ ��" M/ QMECHANICAL $ VALUATION OF M CHANICAL INSTALLATION l `) �`✓ ' } \ � GAS ROOFING SPECIALTY OTHER v l, ' L`\� 0 0 0 ��v,�� FINISHED FLOOR ELEVATIONS FLOOD ZON AREA QYES NO p O v�� W"' " � 4.i.L�.� {..LO�cJ � � BUILDER Cc�E�TN�2 Tir��awS SIGNATURE 'P� 1 EGISTER D Y/ N fEE CURREN Y!N Address o� la W �OC�AI►�us' p2 T�+Fna�3 bp7 �icense# GGC is�SS�� ELECTRICIAN COMP Y SIGNATURE REGISTER 0 Y/ N FEE CURREN Y/N Address Lice pLUMBER COMP Y SIGNATURE REGISTER D Y/ N FEE CURREN Y/N Address License# MECHANICAL COMP Y I SIGNATURE REGISTER D Y/ N FEE WRREN Y/N Address License# OTHER COMP Y SIGNATURE REGISTER D Y I N FEE REN Y I N Address License# 111111011 � 1111111111111111911111011111111111111111111t1111111111111 RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of En rgy Forms;R-0-W Permit for new construction, Minimum ten(10)working days after submittal date. Require onsite,Construction Plans,Stormwater Plans wl Sift Fence installed, Sanitary Facilities&1 dumpster,Site Work Permit for subdNi ionsllarge projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety age;(1)set of Energy Forms.R-0-W Permit for new construction. Minimum ten(10)wrorlcing days after submittal date. Requl2 onsite,Construction Plans,Stormwater Plans w/Sift Fence installed, Sanitary Facilities&1 dumpster Site Work Permit forall ne projects.AII commerclal requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERI'Y SURVEY required for all NEW consVUCtion. E-1-1— Directions: Fili out application completely Owner&Contractor sign back of application,notarized If over$2500,a Nodce of Commencement is requlred. (A!C upgrades ver$7500) " Agent(for the contractor)or Power of Attorney(for the owner)would be so eone with notarized Ietter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plo urveylFootage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned unders ands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The u dersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RES ONSIBILITIES. If the owner has hired a contractor or ' contractors to undertake work,they may be required to be lice sed in accordance with state and local regulations. If the ' contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are unc rtain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County uilding Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or ontractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which hey will be responsible. If you,as the owner sign as the contractor,that may be an indication that he is not properly li ensed and is not entitled to permitting privileges in Pasco County TRANSPORTATION IMPACTNTILITIES IMPACT AND RES URCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fee may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings,a specified in Pasco County Ordinance number 89-07 and 90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of permitting It is further understood that Transportation Impac Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. f the project does not involve a certificate of occupancy or final power release,the fees must be paid prior to permit iss ance. Furthermore, if Pasco County WatedSewer Impact fees are due,they must be paid prior to permit issuance in acc rdance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes as amended). If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a co y of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Deparfinent of Agri uiture and Consumer Affairs. If the applicant is someone other than the"owner",I certify that I have obtained a copy of he above described document and promise in good faith to deliver it to the"owner"prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT� I certify that all th information in this application is accurate and that all work will be done in compliance with all applicable laws regulating onstruction,zoning and land development. Application is hereby made to obtain a permit to do work and installatio as indicated. I certify that no work or installation has � commenced prior to issuance of a permit and that aIl work ill be pertormed to meet standards of all laws regulating co nstruction, County and City codes, zoning regulations, an land development regulations in the jurisdiction. I also certify that I understand that the regulations of other govermm �t agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in c mpliance. 5uch agencies include but are not limited to� - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,WaterM/astewater Treatment. - Southwest Florida Water Management Distri t-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. ' - Army Corps of Engineers-Seawalls,Docks,Navig ble Waterways. I - Department of Health & Rehabilitative Services Environmental Health Unit-Wells, Wastewater Treatment, 5eptic Tanks. - US Environmental Protection Agency-Asbestos a atement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of II: - Use of fill is not allowed in Flood Zone"V"unless xpressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone " " in connection with a permitted building using stem wall construction, I certify that fill will be used only to fil the area within the stem wall. - If fill material is to be used in any area, I cert fy that use of such fill will not adversely affect adjacent , properties. If use of fill is found to adversely affe t adjacent properties,the owner may be cited for violating the conditions of the building permit issued unde the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drai age plan is required. If I am the AGENT FOR THE OWNER,I promise in good fait to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed ith the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issu nce of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violati ns of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced wi hin six months of permit issuance,or if work authorized by the permit is suspended or abandoned for a period of six(6) onths after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a eriod not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety( 0)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMEflIT MAY RESULT IN YOUR PAYING TWICE FOR.IMPROVEMENTS TO YOUR PROPE TY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORN Y BEFORE RECO DING YOUR NOTICE OF CO MENCEMENT. FLORIDA JURAT(F.S.117.03) OWNER OR AGENT U � CON RACTOR �� ` Sub rib d and sworn o r affir ed} efore me� S11 rib d and sworn��irmec"-me(o e me tp'� y�22 / by ��kL� �3R� � �7 2 ! by��/�J�.�L ItcCLhNf�ER Who is/are personally known to me or haslhave produced Who i /are personally kno to me or has/have produced "�— as identification. � as identification. �F: -h-. .(��E�S-xG--.-�- �� ,�..°°'_.^� / --�—�� Notary Public Notary Public commission No. ��F D 330��5/ com i5sion No. �� 3 307+-� 5'PEticE2 /l�ss SP��, �� ,K�ss Name of Notary typed,printed or stamped Nem of Notary typed,printed or stamped •`iis+�Pyo% •4'rs�'r oya,, ,.=Q.•-•.�:; SPENCER KASS ,q.••• �c: SPENCER KASS � _+; ._ =MY COMMISSION ri FF 033074 - : +: MY COMMISSION�FF 033074 =;;F,. 'a: EXPIRES;November 1,2017 " '��a: EXPIRES:November 1,2017 '��;,,q��°Q`�� Bonded Thru Notary Public Unde�writers �•%�;jjf�yQP•' Bonded Thru Nolary Public UndarNriters � . Measure Sketch 5heet F!. Product Approval: ?OSS•5�1 �ZO g'- i Exposure: � Size for Size IReplacerrte : Yes No - - - •, , � I LZ,C��1lL 3��3'7`t�f � � cS�� ,f��.�37�r I �'�"��'�� " " � 3 a� SA��" 1 � ��- ; c2�-� �... � ,� � � t � � � tZ�� I�y�� by,�l 3�' � � t,,�f ti,Dow 5 �=�~�� . 1i�J Z �� J + �. _ , { � �I � SG1�t+�G (�,�.tt5S '' i ' �a�� ` /�,,s-�- ,�"o�I�� , �»c� �gr ��S l�t�;� 3.��yv��I� �: n t�5"f8�3�� Z . ,��,��. �� ;_�� . � ��y� � D , r L1a° c,loo � L.�l�►Oow� �6� Florida Building Code Online Page 1 of 3 ' ,�..,,,�. - � � � e e e a �'� .x,> � " �� ,;,. �0��2��u( BCIS Home ` Log In � Ilser Registra[ion { Hot Topics { Submit Su harge � Stats&Facts f Publica[ions � FBC S�ff � BCIS Site Map k Lfnks IL'Search ; Busines%�, - ProfessilJi"I�I w �'�s�aPuyllApproval Regulation Pmduc[Aooroval Menu>Product or Aoolicatlon Search> > i ;on De[al FL# 7058-R10 Appllcatlon Type R vlslon Code Verslon 2 l0 Appllcatlon Status A proved * pproved by DB R.Approvals by DBPR shall be revlewed and ratlfled b the POC and/ r the Commisslon If necessary. • Comments. Archlved - Produd Manufadurer ndustrles -s�J �1� Address/Phone/Emall - N komis,hFL34275r1ve r��t��`-'; �� , ( 4 1)4 8 6-0 1 0 0 E x t 2 2 3 1 8 S�.1 � ��u�h`t'��" R`��1� � d uark@pgtlndustrles.com 1,L�,V`��r��COD;,�'��0 ��D��I,�� r� ,1v� 1 n�,�1' �C nw`��`� Authorized Slgnature ] ns Rosowskl �O➢�1��Tl��y�„-�ul��r��Y � sowskl@pgtlndusthes.cort� �E��.x� ��m�O� hn 1 I Technlcal Representative J ns Rosowski Address/Phone/Emall 1 70 Technology Drlve N komis, R 34275 � ( 41)486-0100 EXt 21140 �� r J osowskl@pgtlndustrles�-.cq�\�� ``� ` ' �� Q� r �� Quality Assurance Representative ��'� �J�,�- s �.r- Address/P hone/E mall r,� ��-. Category Indows Subcategory ouble Hung Compllance Method ertlflcatlon Mark or Llsting CertlFlcatlon Agency eystone Certlflcatlons,Inc. Valldated By teven M.Urich,PE Validatlon Checkllst-Hardcopy Recelved Referenced Sta_ndard and Year(of Standard) Year MA 506 2008 MA/WDMA/CSA 101/IS2/A440 2005 MA/WDMA/CSA 101/IS2/A440 2008 � NSI/AAMA/WDMA 101/I.5.2/NAFS 2002 STM E1886 2002 STM E1886 2005 STM E1996 2002 Equlvalence of Produd Standards Certlfled By lorlda Licensed Professlonal Englneer or Architect http://floridabuilding.org/pr/pr_app=dtl.aspx?param wGEVXQwtDqsKvwgL58IIh%2flidk.., 5/5l2014 Florida Building Code Online Page 2 of 3, , Product Approval Method Method 1 Optlon A Date Submltted 12/10/2013 Date Valldated 12/11/2013 Date Pending FBC Approval Date Approved 12/16/2013 Summa oi Products FL# Model,Number or Name Description 7058.1 DH-460 Vinyl Double Hung Wlndow Limits of Use ' Certification Agency Certiflcate Approved for use in HVHZ:No FUOSA R]0 C GAG i 90-799.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/02/2016 , Design Preseure:+50/-SO Installation Instrudions Other:Please see the Installatlon Instructions for deslgn FIJO58 R10 ti DH-46o.udf pressure,slze and anchorage Informatlon. Verlfled By;A. Lynn Mlller, P.E.58705 Created by Independent Third Party: No ', Evaluation Reports FL7058 R10 AE Prod Eval-DH 460.odf Created by Independent Thlyd Party: No 7058.2 DH-560 WlnGUard Vlnyl Double Hung Window Limits of Use � Certification Agency Certificate Approved ior use in HVHZ:No FL7058 R30 C CAC 190-272.odf Approved for use outside HVHZ:Yes ElJO58 R10 C CAC 190-799.odf Impact Resistant:Yes quality Assurance Contract Expiration Date Design Pressure: +50/-50 03/02/2016 Other: Please see the Installatlon Instructlons for design Installation Instructions pressure,slze and anchorage Informatlon. FL7o58 Ri0 II DH-560.odf Verlfled By:A. Lynn Mlller, P.E,58705 Created by Independent Third Party: No Evaluation Reports FL7058 R10 AE Prod Eval-DH 560.odf � Created by Independent Thfrd Party: No 7058.3 DH-2160 Vlnyl Double Hung Wlndow(Fln) Limits of Use Certitication Agency Certificate Approved for use in HVHZ:No FL7o58 RSO C CAC Certlflcatlon DH-2160.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 01/24/2015 Design Pressure: N/A Installation Instructions , Other:Please see the Installatfon Instructions for deslgn Fvo58 R10 tI DH-9160.odf pressure,slze and anchorage Informatlon. Verlfled By:A. Lynn Mlller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL7058 R10 AE Prod Eval DH-�160.odf Created by Independent Thlyd Party: No 7058.4 DH-2260 Vinyl Double Hung Wlndow Limits of Use Certification Agency CertiTicate App�oved for use in HVHZ:No FL7058 Ri 0 . A . DH-7760 . rtifl atlons.odf Approved for use outside HVH2:Yes Quality Assurance Contract Expiration Date Impact Resistant:No Ol/24/2015 Design Pressure: N/A Installation Instructions Other:Please see the Installatlon Instructlons for deslgn FL7058 RSO II DH-2260.odf pressure,slze and anchorage Informatlon. Verlfled By:A. Lynn Mlller, P.E.58705 Created by Independent Thlyd Party• No Evaluation Reports FL7058 R10 AE Prod Eval-DH-2260.pdf Created by Independent Thlyd Party: No XXXXX> 7058.5 DH-2360 Vlnyl Double Hung Wlndow " its of se Certitication Agency Certificate pr d for use in HVHZ:No FL7058 R10 C CAC Certlflcatlon.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/25/2015 Design Pressure: N/A Installation Instructions Other:Please see the Installatlon Instrudlons for deslgn FL7058 R10 II DH-2360.odf pressure,slze and anchorage Informatlon. Verlfled By:A. Lynn Mlller, P.E.58705 Created by Independent Thlyd Party: No Evaluation Reports FI_7058 R10 AE Prod FvaI-DH-2360.tldf Created by Independent Thlyd Party: No 7058.6 DH-2760 Vlnyl Doubie Hung Wlndow http:1/floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsKvwgLS 8IIh%2fhdk... 5/5/2014 Florida Building Code Online Page 3 of 3 Limits oi Use Certiflcation Agency Certificate Approved for use in HVHZ:No FI-7o58 Rio C CAC Gertlflcatlon DH-276o.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 02/03/2016 Design Preseure: N/A Installation Instructions Other:Please see the Installatlon Instructlons for de gn Fvo58 Rio ii DH-2760.odf pressure,size and anchorage Informatlon. Verlfled By:A. Lynn Mlller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL7058 R30 AE Prod Eval-DH-2760.odf Created by Independent Thlyd Party: No Back Neut Conra�r LI� phone�850-487-1824 The S�te of Flodda's an HAJEEO employec - .;Privacv Statemenc;;A ssi6iliN cra m n ;;Refi��.l Sta�amonr Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a pu6lic-records reques4 do not send electronic mail h�this entity Ins�ad,contac[the office by phone or y[raditlonal mail.If you have any quations,please con[act BW.487,1395.'Pursuant to Section 455.275(1),Florida Sta[utes,effective October 1,2012,licens es Ilcensed under Chapter 455,F.S.must provide[he Department with an emafl address If they have one.The emails provided may be used forofficlal communl atlon with the licensee.However emall addresses are pu611c record.If you do not wlsh to supply a personal address,please provide the Department wI[h an emall addmss which can be made available to the public.To detertnine if you a2 a licensee under Chapter 55,F.S.,please clickhe[e,. Pro uc[ApprovalAccepts: � �� sccuritvu eriucs � http://floridabuilding.org/pr/pr_app_dtl.aspx?param wGEVXQwtDqsKvwgL58IIh%2fhdk... 5/5/2014 GENERALN4TES: 1J THE ANCHORAGE METHODS SHOWN HAVE BEEN QO"MAX, dESIGNEO TO CQMPI.Y WITH TN8 FLORIDA 6UILDING 10° `IO" COAE FOft TNE DESlGN PRESSURE3 IISTED U!7I1E l F REQ'D.— M� (�j�}(. APPLICABLEPRODUCTTESiREPDRTS. PER TABLE 2 �_��M� _J 14"MAX.� � �11"MAX.� 2J WOOD BUCKS DEPIGTEDAS 1XARElESS THAN 1-12" � � �� •C• � 0_C. i 7'HICK. 1X WOOD SUCKS ARE OPTtOI+XiL.IF UNIT IS INSTALLED D�REC7LY TO SOl1D CONCRE'i'E,WOOQ 9-1/8° 10' 10" BUCKS DEPIGTED AS 2X ARE 1-iJ2'THICK(7RGREA'fER �� Mp}�, M,qX. ATfACHMENT MEfHOU OF WOOD BUCKS SHALL BE pONE . � SY OTHERS. 3)SEE TA6LE 1 FOR MWfMUM EDGE DISTANCE FROM � � � � � / CENTER OF ANCHOR Tq SUBSTRATE EDGE(EXCLUDING � , � FINISH OR S7UCC0). f A)SHIM EACH ANCHOF7 LOCATICIN,UP T0114',WHEftE 9'I"M,v(. THE PROOUCT IS NOT FLUSH TO THE SU9S7RATE,USING SHiMS CRPABLE OF TRANSfERRiNGAPPUEP LOAOS. �7' 6)ANCHDRS SHALL BE COATEQ QR CORROSIDN M�� J RESISTANT AS APPROPRIATE FQR SUBSTRATE FROM _„_ _ _ MATERIAl.DISStM[LARMA'TERlAl.S5HAl.!_8E MEETING {{{� 11 PR6TECTEO AS REGIUIRED TO PREVENT REAG7lONS. ftAlt f j .�4*M� � 19°MAX. 1 ALUMINUM SHALL BE pROTECTED FROM i11SSIMIIAIt MATERIALS A3 SPECIFIE�IN FI.ORIDA BUILpING CODE / O.C. �� O.C. � CHAPTER 20. � / �_ � � 6}A�HESIVE SEALANT SHALL BE USED BETWEEN 9'�� SUBSTRA7E AND FLANGE OR FIN.OVERALL MAX. 5EALIN6/rf.ASHING STRATEGV FpR 4NATER FESISTANCE OF INSTALLFtTION SHA{.19E DONE BY 47NER5. ��.� ANCHORAGE METHOD 1 ANCHORAGE METFlOD 2. aNCHORAG 0 9 INSTALI.ATION TNROUGH FRAME RO�(afTFiJsh1E SOUTHERN PlNE,ANO GONCRE(E MASONRY UN7T5 WITNQUT BlityD STOPS 1NSTALLATN']N LSING TWI5T BRACKETS UStNti SlIND S70PS COMPLYING WITH ASTA2 G�.GtA21F1G CAMPLIES UUITH (SEE SHEE7 2 FOR EXAC7 (SEE SHEEI'3 FOR IXACT {SEE StiEET 4 FOR EXACT ASTM E1300-0-0. ANGHOR QUANTITIES PER SIZE) ANCHpR QUANTITIES PER SIZE) ANCHC7R�UANTIT�ES PER SI2E) 0)THE 1/3 STRESS INCREASE WAS NOT USED!N THIS ANCHOR EYALUATlON.THE 1.8 LQAQ DUWITSQH FACTOR WAS US°D FOR THE EVALUATiOriI OF WOOD SCREWS. TABLE t: 9j IF lHE EXACT Pft4pUCT SIZE IS NOT I.�S7ED IN?NE Matc. Ma�c. Min. Min. TABLES,ALWAYS ROUND t3P TC3 THE NEX7 tAR�ER �h°�gE Anchor Type Substrate O.G, Comet Edge Embed- t/p,LUE, Method Dist. Dist. Dist. ment 1 {�10 Steel 5MS through Frame with 9iindstops Wood(Southem Plne) 36-1l2" 9-1/8" 3IA" 1•318" Overall SiZe aeinforcement tevel ��Si n CertifiCation #SO Staet&MS through Frame Waod{Southam PEne} 14" 14" 31A" 1-318" Width Height (+}psf (-)psf Numbers 2 3/76"Mas.Anchw thrwgh Frame Concrete or Hollow GMU 14" 90" 2-1/2" 1-V4" 54 91 Full 35 35 190-A86 #10 Stee!SMS&Bracket towards interior Wood{S�uthem Pinej 11" 1Q" 3l4" 7-318" � 86 FUII Sd 50 190-4$7 3 3/i8"Mas.Ancho�8 Sracket#avrards Ir�erior Concrete or NaUow CMiI 11" 44" 2_112„ 9_91A" 68 Fxt.MeetingRailOnly 45 45 190-498 75 E�st.Mteeting Rai)Only 30 40 190-495 �f t+�r � b2 F�tt MeetingRail Dnly 50 50 19(S-A9fi ,,��pN`�,�Y��`�fi��`�i� J ROSQWSKI oa�z�m Y�� ,w„��, .mr�r�cr'z0ucanrmuunrn wr 36 75 Ext.Meetin�Railpnly 40 50 190-A97 �*.�"�:•"��CEnsF••F.p � � ,�„e,; ,,,,,�,� R,,,,a„� "�'�wYre��N Q: .wAwu�mwrrnssvusnmv+mxau 32 56 F�cL MeEtiqg Rail Orily 50 50 190-488 � �`f' �o�874� '•*� J.R6SOWSKi 04125111 ADDED DP TASlE ��pn�,y.� _ • �0 � � M� VINYL � ' ��"J�i�"f�/ � � 70707ECHNOI,OGYDRNE �� T 0�f� .'Ct! NOKQMIS.F134275 �` C3�'. �A E F .:�<LI` p�pERT.6FAUTH. 292E6 DOUBLE NUNG iNSTA�I.AT10N ' � •..CORIO?;.•'� \� saswime� s�.� e.�ot om�+mxo aer. r��s �� A.Lynn Mdler.P.E. +��5/�N�`�}�� p�.�,gr�ps �H-2360 NTS 1 of 4 1022111JR I i � ANGHQi'iAGE METtSOD 1. INSTALLAIIQhJTHROUGN FRAME USING BUND STdPS � EDGE DISTANCE � 'f EMBEpMENT MIN.3/4"X 3/4"BLINO STOP —�— AT EA.fACE FASTENED WI 3t8'MIM. MIN.8d{0.485 QlA,x 2'} OVERLAP FINISH NAILS @ 12"O.C. � OPTIONAL HEAd T'��'E�' BXTENDER EXTERSOR .........—..._.'—'.." Frame Anchor Quan6&es when ANCHORAGE MEI`HODa, Installed with Blind$tnps(Method 1) INS7ALLATION THROUGH FRAME FRAME HEAD {USIN�BLlNO STDPS} WindOw Anctror Windaw Width X-SECTION Height Location Under48"48"&o� Under 3am6 3 3 3t8°MIN. OVERLAP � 86" Head 0 0 Jamb 3 3 EXTEfttOR 86 �9� Head Q 2 ANCHORS � SS�.I--,----1 INSTAILATtON NOTES_ - MAY BE � STAGGEREO i}5EE TABLE 1 FOR ANCHORAGE,SUBS7RqTE 1N JAMB AND SPACING RE�UlREMF_NTS.SEE TABLE 2 FOR QUANT[TY. 2}BLIND S70PS ARE ONIY APPLICABLE WIT'H MIN.3/4'X 3/4"BLIND STOP AT EA. w60L1 SUBSTRATES. fACE FASTENED W!MtN.Bd{0.095' DtA.x 2'}FINISFi NAILS Q 12'QG. ANCHORAGE METFiOD 1, FfiAME JAMB INS7ALLA710N THROU�H FRAME X-SEGTION (l1SiNG BLiNDSTOPS) �ttttl2t/� ``� �� LYNN�7/ '�, : .�,'r0••" '. !C ii ��,'� ti"c.�r,sE •:F,p : NO � � *� No.�0705 :* � ANCHORS EXTERI4R � '*�/_�:� RE4UIR£d n %��'.�'s7�OFj,'.��(!�,^ II eEV��o .��r •.�coaioP.-•G�=; sHtM � ��''�,Sft?lVAl..�C41•` OPTtdNAL a..�er amn wcwe�: new�aaa cwnaearruveo SILL FLANGE � e�xenvpmeomuzvrrtmvtmraror J.ROSOWSKI 02121l11 ��y.,�� .�rm tnrcwt�,vn:nv�rrtaw a�'tfrs em.+er. rw.a.a: rre,mcw� coa.arazuirse�m�x FRRME$1Ll J.R4SdWSKt 04125tt7 ADDED pP TABtE ''"r�Y1}}°""''��"� r�ra�avawr�s X-SECTIpN SILL MAY BE FIAT OR SLpPEO � ��" �� VINYL I 107Q'SECtiN0106Y DRR`E FL ERT�OFnFUi�Y9298 DOUBLE 1-1UNG iNSTALLATION 'I A.Lynn Mdler,P.E c°m'�u'°°t e� °'oas °`°'H°M' R°" . P.E#56705 Dti•2364 NTS 2 of 4 10221'f7JR _ ANCHORAGE METFI00 2, � INSTALLATION 7HROUGH FRAME EOGE DI5TANCE ►� I EMBEDMENT TABLE 3: J_ Head and Jamb Anchor Quantities 1x euCK When Instalied Through the Frame Intn Masonry or Wood ' �ndow Width Window Anchor � H�ght Location pp^ 3q•, qg^ yq• EXfERIOR Q � Jamb 1 7 . 1 1 EXTEWOR 2D11 Head 1 2 3 4 ANCHORAGEMEfHOD2, 3n,� Jamb 2 2 Z 2 ANCHORAGE METHOD 2, INSTALLATION IMHUUGH FRAME 7 2 3 4 FRAl4E HEA� INSTALLATION THROUGH FRAME Head XSECTION (USINO 1X BUCKSTRIP) 3 3 3 3 �„ Jamb Head � Z 3 4 �„ Jamb 4 4 4 4 �j �X � Head 1 2 3 4 EXTERIOR BUCK EXTERIOR Jamb 5 5 5 5 76" 1 2 3 4 Head ANCNORS o MAY BE Jamb 6 6 6 6 ° STaGGERED 9D' Head � 2 3 4 IN JAMB lamb 7 7 7 7 � Head INSTALLATION NOTES: 1)"SEE TABLE'1 FOR ANCHORAGE,SUBSTR4TE AND SPACING ANCHORAGE METH6D 2. ��'�CHORAGE METHOD 2. REQUIREMENTS.SEE TABLE 3 FOR QUANTITY FRAIJIE JAMB INSTALLATION THROUGH FRAME ��TAW4T10N THROUGH FRAME X-SECTION (USING'IX BUCKSTRIP) `,`��1 l 1 I I�I1�l,'. ;��0,.........,. !�c �i �� `�GflNSF .'P � �'�i:� *' No.58705 NO � EXTERIOR — .p ANCHORS EX7Eq�OR ND — �y.-� REQUIRED ANCHORS .' a'Z/`� ; � Q 8' RE�UIRED ��Q'-, STATE��` BEVELE� :�'� '•.FlOft19P•• �j�� SHIM � ��i `� oariow� �x eucK �SS��NA�� 61LL a,�„ar• m� vumner n�waaano¢�svlwar�awcu�m FLANGE J.ROSOWSKI 02f2tl17 ^�''°MER°�'T�TOF� �mcsr,�s,vm�mm�rrut ne.mer. �,..ae„ w�v� amv�r.vtr.rno�avmawaF7� m.�vrwreei.smmw�,�w FRAME SILL _ J.ROSOWSKI 04125/'I� ADDED DP TABLE ��"'1DJf� X-SECTION SILL MAY BE FLAT ORSLOPED 91LL MAY BE FLAT OR SLOPED � � VINYL 1070 TECHNOLOGY ORIVE NOKOMIS,FL34275 n°s' FLCER7.OFAUTF1.:29236 DOUBLE HUNG INSTALLATION A.i.Ynn NJller,P.E. - -- �'' °iesh °'"�9"° �'°' P.ElISB705 DH-2360 NTS 3 oT 4 1022111JR ANCHORAGE METHODS38A INSTALLATION USING TMST BRqCKETS � �"— ,•=—EDGE DISTANCE 7R9LE q: -- -- Frame BracketlAnchor quantities When tnstalted into Wood or Masonry EdABEDMENT j —�._ I W�� Bracket! �nd�Width � H�� Anchor 7WIST Loca#ion 2a�� 31" 42" 48" 5d° BRACKET t1 arrc�sa� PER BRACHEt} 20" lamb 1 1 9 q `j Head 1 2 3 q � � �1., 7arr�b 2 2 2 2 Z �xrERtoR Head 1 2 9 4 5 FAAME NEAD ANCHORRGE METHO(}3 ��„ Jamb 3 9 3 3 3 XSECTION TWISTBRqCKEfToWARDSIN7ERIOR Head 1��2 3 4 � 53" ?amb 4 4 4 4 4 Nead i 2 3 4 5 �� lamb � S 5 5 5 I Nead t Z 9 a 5 Q 7$„ Jamb 6 6 6 fi 6 �' �r+�aR Head 1 2 3 4 5 i $6„ lamb 7 7 7 7 7 � Nead 1 2 3 4 � � 91„ Jamb 8 8 8 8 $ Head 1 2 3 4 5 � 7W1ST BRACKE3' i ANCHpR ' PER @RACKE7) ANCHORAGE METNOD 3. �`�r B�CKE�MOiEg; FRAM£JRMB 7W�ST BRACKEI'TOWARpS INTERIpR 1)BRACKETS MAY 8E TRIMMEp TQ WlTEYN t/2• gp 2�„ —! X-SEC714N i OF ANCHpR HOLE AND MqY BE BEN7 TO 1 Q-� l., � ACC6MODAi'E SlOpED SICtS. � �,� I ��t1tII(+t��' 2)BRACKETS SHOULD BE EVEfJLY SPAGEO � d-1J8"----�----{ \�� pN,..... , !(� ii� ANDMAYBESHtMMEDUPT01/4". -�- � �# � P��`�;•'�,GENSF�'.F'P : . Nt� 0.067"1 '�._*� ANCHORS �,��oR 3?SEE TABt.E 1 FOR ANCNORqGE. � �� o.5B7a5 , REQUIRED SUBSTRATE ANCI SRqCING REqUIREMENT$ 'rWIST..BRACKEI', 11dn' � � SEE TAB�E 4�OFt QUANTtTy. GA�VAWIZED COMMEf2Ctpt�,RqpE : a.y,p � :�,• BEVELED STEEL{�lH.Fy=40 KS7) ~"ti = `�-(�:W SHIM PARTN0:72281 � ' sTl+TEO� ' L✓ ��4iP�'.�•. FlOR10P:'�G�?: OPTIONAL � '•..... • SILL FiANGE �+s`S�CJNA�-�� ti�� ,�t� �°�'°�" rtgraaauAistmmrmttoawvurxm J.ROSOWSKI p7l27/1� ��,��, FRAMESILL "°Y°°r' w..uo-i.: w�au ,umor+aw�annnaaamav�esnas X-SECT(ON SILL iu1AY BE FLATOR SLOPEO J•ROSOWSiq pq/25111 A6DED DP TABtE ��wmn�,°Y � ��,�, ra�mta Mesmt 1070 TECHNOLOGY ORIVE VItVYL NQKOMU,Ft34275 � FLGERT,OFAU7F{,;2gZgg ppUgLE HUNG INSTALlATIpN — - _ A.Lynn ivnller,P.E. �Q�+'� son� e�n�r,. �y� F.E.ti58705 DH-2360 N7S 4 of 4 � _ 1022717JR Florida Building Code Online Page 1 of 3 ,, ' � � � U�.� _ . e � - e e . �� t ��` ° °� Florida�parunent�r BCIS Home f Log In t User Registratlon � Hot Toplcs { Submit Su harge { StrCS&Fac[s � Publicatlons � FBC Staff i BCIS SI[e Map E Links � Search ( Busines.(� Professi�.�l �,� R��Product Approval OUSER:Public User Regulation Produd Aoeroval Menu>product or Apolicallon Search> plicatioli De II � °�",`3', FL# F 8208-R7 Applicatlon Type R vlslon Code Verslon 2 10 Appllcatlon Status A proved * pprove by DBPR.Approvals by DBPR shall be revlewed and ratifled b the C and/or the Commisslon If necessary. Comments � Archived Product Manufacturer P T Industrles Address/Phone/Emall 1 70 Technology Drlve N komis, FL 34275 , ( 41)486-0100 EXt22318 d uark@pgtindustrles.mm , Authorized Signature J ns Rosowskl , J sowskl@pgtindustrles.com Technlcal Representative J ns Rosowskl T '�VITII E�LL Address/Phone/Emall 1 70TechnologyDrlve �,�,�1�RKSHt�LLCO��L�, Nokomis, FL 34275 rLORIDAnUILD�'�� ( 41)486-0100 eXt z��a�REVAb�G COD EL��T�C��E A��p ]osowskl@pgtlndustrles.cor�ODE,NATIpI�AL �, �a3�l�CUS Quallty Assurance Representative CITY OF��`PL�-�-�G� ,. Address/Phone/Emall Category terlor poors Subcategory Ilding ExteHor poor Assemblles � ��A�� '"�T�-.�. . ..�— Compllance Method ertlFlcatlon Mark or Llsting L�'�'� (]� k��Y��`� Certlflcatlon Agency eystone Certlflcatlons,Inc. PL�t�� ?ifd�� f - Valldated By teven M.Urich,PE Valldatlon Checkllst-Hardcopy Recelved Referenced Standard and Year(of Standard) Year MA 506 2008 ' MA/WDMA/CSA 101/I.S.2/A440 2005 NSI/AAMA/WDMA 101/IS2/NAFS 2002 STM E-1886 2002 STM E-1886 2005 - STM E-1996 2002 Equlvalence of Produd Standards Certifled By orlda Llcensed Professlonal Englneer or Architect 00 Produd Approval Method ethod 1 Optlon A http://floridabuilding.org/pr/pr_app_dtl.aspx?param wGEVXQwtDqtishZwcYZU2lHcyso... 3/6/2014 Florida Building Code Online � Page 2 of 3 , , Date Submltted 01/09/2013 Date Valldated 01/23/2013 Date Pending FBC Approval Date Approved 02/04/2013 Summa of Products FL Model,Number or Name Description XXXX . g208,1 SGD-470(Non-Impact) PGTVInyI Sllding Glass Door ' its of Use Certification Agency Certificate Approved for use in HVHZ: No FL82D8 R7 C CAC 470 Certiflcatlons.ndf , Approved for use outside HVHZ:Yes Quality dssurance Contract Expiretion Date Impact Resistant:No il/11/2014 Design Pressure: N/A Installation Instructions , Other:Please see the Installatlon Instructlons for deslgn FL8208 R7 Ii SGD-470.odf pressure,slze and anchorage Informatlon. Verlfled By:A. Lynn Mlller, P E.58705 Created by Independent Thlyd Party: No Evaluation Reports EL8208 R7 AE Prod Eval-SGD 470.�df Created by Independent Thlyd Party: No 8208.2 SGD-570/2770/2870(Impact) Vinyl Sllding Glass Door ' Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL8208 R7 C CAC 570-2770-2870 Certlflcatlons odf Approved tor use outside HVHZ:Yes Quality Assurance Contrad Explration Date impact Resistant:Yes 11/11J2014 Design Pressure: N/A Installation Instructions Other:Please see the Installation Instructlons for deslgn FL8208 R7 II SGD-570-2770-2870.ndf pressure,slze and anchorege Informatlon. Verifled By: A. Lynn Mlller, P.E.58705 , Created by Independent Thlyd Party: No Evaluation Reports FL$20R R7 AE Prod Eval- D 70- 770- 870.odf Created by Independent Thlyd Party: No 8208.3 SGD-3030IR(Impact) Aluminum Sllding Glass Door Limits of Use Certification Agency Certi£cate Approved for use in HVH2:No FL8208 R7 C CAC Certlflcatlon odf Approved tor use outside HVHZ:Yes Quality Assurance Contrect Expiration Date Impad Resistant:Yes 03/03/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installatlon Instrudlons for design FL82os R7 iI SGD-3030IR.odf pressure,slze and anchorage Informatlon. Verlfled By:A. Lynn Mlller, P.E.58705 Created by Independent Third Party: No Evaluation Reports FL8208 R7 AF Prod Eval-SGD 3030IR.ndf Created by Independent Thlyd Party: No 8208.4 SGD-3030NI(Non-Impact) Aluminum Sliding Glass Door Limits oi Use Certification Agency Certi£cate Approved tor use in HVHZ: No FLa208 R7 C .A . . rtlfl atlon odf Approved tor use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 03/13/2015 Design Pressure: N/A Installation Instrudions � Other:Please see the Installatlon Instructlons for design FL8208 R7 II SGD-3030NI.ndf pressure,size and anchorage Informatlon. Verlfled By:A. Lynn Mlller, P.E.58705 Created by Independent Thlyd Party: No Evaluation Reports FL8208 R7 AE Prod Eval-SGD 3030NI.odf Created by Independent Thlyd Party: No Back Next Contact Us;.1940 North Monme Street Tallaha�see R 32399 Phonn�B50-4B7-1824 The Slate of Flodda Is an.4P;EEO employer.Coovriah[2007-2013 State of Florida.;;Privacv Statemen[ ;A =�ihilire tv ttate�*+�t;;Refund statement Under Florida law,email addresses are public records.Sf you do not want your e-mail address released in response to a pu6lic-records request,do no[send electronic mail to this entiry.Ins�ad,contact the office by phone or by traditional mall.If you have any ques[ions,plrase contact 850.467 1395.•Pursuant M Section 455,275(1),Florlda Sta[u[es,effective OcWber 1,2012,Ilcensees Iicensed under Chapter 455,F.S,must provide[he Department wi[h an email address if [hey have one.The emalls provlded may be used for official communication with the Iicensee.However email addresses are public record.If you do not wlsh[o supply a personal address,please provlde the Department with an email address which can he made availa6le to the public.To detertnine if you are a Iicensee under Chapter455,F.S.,please cllckhECC. Product Approval Accepts: 4�� eChecY. � http.//floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtishZwcYZU2lHcyso... 3/6/2014 Florida Building Code Online � Page 3 of 3 , �Cl1T1I'�41:I'lill.l' i http://floridabuilding.org/pr/pr`app_dtl.aspx?param wGEVXQwtDqtishZwcYZU2lHcyso... 3/6/2014 GENERAL NOTES:SERIES 470 NON-IMPACT SLIDING GLASS DOOR ` DESIGN PRESSURE RATING IMPACT RATING 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUIL�ING CODE. ALl ftIGID WHITE OR TAN PVG AND COMPOSITE REINFORCEMENT MANUFAGTURED BY VISION EXTRUSIONS,LTD.HAS BEEN TESTED TO VARIES, NOT RATED FOR COMPLY WITH THE FLORIDA BUILDING CODE FOR PLASTICS. SEE SHEETS 8 8 9 IMPACT RESISTANCE 2)GLAZING TYPE:(FROM IXTERIOR TO lNTERIOR);3H6"TEMPERED GLASS+71H6"AIR SPACE+.3%6"TEMPERED GLASS CAP; � �� APPROVED BACKBEDDWGS ARE GE 7700 AND DOW-CpRNING 895. ' 3)MASQNRY ANCHORS MAY BE USE�INTO WOOD AS PER 7ABLE 1,SHEET 6. ALL WOOD BUCKS LESS THAN 1-112°THICK ARE TO BE CONSIDERED 1X INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLE�OIRECTLY TO SUBSTRATE.WOOD BUCKS DEPIC7ED AS 2X ARE 1-1/2'THICK OR GREATER. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY 1RANSFER LOApS TO THE STRUCTURE. WOOD BUCK DESIGN AND fNSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHRECT OF RECORD. � 4)IF SILL IS TIGHT TO SU95TRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK,NON-METALLIC GROUT,3400 PSI MIN.,(DONE BY OTHERS)(�1AX.1/4°SHIM SPACE FOR GROU'1�MIJST FULLY SUPPORT THE ENTIRE LENGTH OF 7HE SILL THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRl1NSFER SHEAR LOAD TO SUBSTRATE.IF SUBSTRA"fE IS WOOD,301�FELT PAPER OR MASTIC IS REQUIRED BETWEEN 1-vtc•NOM. - THE 6ROUT AND WOOD SUBSTRATE,OR AS APPROVED 8Y THE AUTHORITY HAVING JURISDIGTIOfV. iv7a'niRSPnce I 5)ANCHOR EMBEOMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. USE ANCHORS OF SUFFICIENT LENG7H TO �EXT. IM.► NOA DRAWING MAP ACHIEVE THE EMBEDMENTS SHOWN ON TABLE 1,SHEET 6.PROPER SEALING OF ENTIRE ASSEMBLY IS THE RESPONSIBILITY OF OTHERS AND IS 3t16'T GLASS SHEET BEYaND THE SCOPE OF THESE INSTRUCTIONS. iF 3116'T G1A55 ! GENER,4L NOTES..........1 6)pESIGN PRESSURES: � GI.AZING DETAILS.........1 A.NEGATIVE DESIGN LOAOS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E1300-04. � ELEVATIONS..................2-4 B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E1300-04. ��S O � D `J 79 IiORIZ.SECTIONS,........5 srre - VERT.SECTIONS...........6 7)THEANCHORAGE ME7HODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN 3 ACCESSORIES...............7 PRESSURE.THE 331/3%a STRESS INCREASE HAS NOT BEEN USED 1N THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS 7� 2 DESIGN PRESSURES....$-9 USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAIL EXTRUSIONS.................:10 MEET THE REQUIREMENTS OF THE FLORIDA BUILpING CODE FOR CORROSION RESISTFWCE. 3 PARTS UST....................11 FFFFERS-ARE-REBHI E-BESRIS�t . iNSULATED GLASS CONFIGURATIONS........12 9)ALL p00R CONFlGURATIONS.UP TO 8 PANELS AN�/OR 4 TRACKS,ARE�UALIFIED,SEE SAMPLE CONFlGURATIONS ON SHEET 12.�OOR SIZES MUST BE VERIFIED FOR COMPLIANCE WITH EGRESS REQUIREMENTS PER THE FLORIDpBUILDING CODE. 10)REFERENCES:TEST REPORTS FTL-6337&6338;EXOVA-70-002-792(A)&10-OOE10231;CAMBRIDGE 535753-09;ELCO ULTRACON NOA �W-0425.01; ELCO CRETEFLDC NOA iJ0&0225.05;VISION EXTRUSIONS,LTD.WHffE PVC NOA#10-0420.06.TAN PVC NOA tt 11-0902.10; ANSI/AF&PA NDS2005 FOR WOOD C�NSTRUCTION AND AOM-2005 ALUMINUM DESIGN MANUAL DoorSize ��9� Certificallon Configum6on Width Height (+)p� (_)p� Numbers 241" Bfi" )000( 6D 60 190-771 203° 120" �OOCw/as[ragal fi0 65 �90-774 203" 96" )WOCw/astragal 60 60 190-770 INSTRUCTIONS: 203" 95' )OOOCw/astragal 80 80 190�772 1. KN�WING THE RECIUIRED pESIGN PRESSURE OF 7HE OPENING,THE ANCHOR RE�UIREMENTS FOR THE SLIDING GLASS DOORS MAY BE DETERMINED FROM THE DESIGN PRESSURE TABLES.FOR DOORS USING `��i I i i f�� THE HEAW-DUTY REINFORCEMENT,USE TABLE 2,SHEET B.FOR DOORS USING THE STANDARD OR �, � COMPOSITE REINFORCEMENT,USE TABLE 3,SHEE7 e. `•`��`��'y..�..��<<Fq�� F� � 2.LOCATE THE SLIDING GLASS�OOR SIZE ON THE TABLE,USING THE FRAME HEIGHT AND THE NOMINAL ` ,`�� cENSE .. �� PANEI WIDTH.WHEN FINDING YOUR SIZE IN THE TABLE,ALWAYS ROUND UP TO THE NEXI'l.ISTE�SIZE. � qs';' S � R�,eBr• o�m: rc�wa,: 3.CHOSE WHICH ANCHOR OPTION(A-0)IS MOST APPLICABLE.ANCHORS ARE DEFINED IN TABLE 1,SHEET 6, `.�: No,5g�0 • '- ALONG WITH THE APPROPRIATE SUBSTRATE,MINIMUM EMBEDMENT AND MINIMUM EpGE DISTANCE. - : �_ � �� p�� 4.FROMTHE DESIGN PRESSURE TABLES(TABLES 2-3,SHEETS 8&9),VERIFY THAT THE REQUIRED OESIGN ' ��a• � 3I �7� ; �� GENERAL NOTES Sc GLASS TYPES J ROSOWSKI PRESSURE IS MET OR EXCEEDED.USE THE ANCIiOR�UANTITIES SHOWN. %-O •, pF .:Z� 5.INSTALL AS PER THE INS7RUC T I O N S O N SHEET S 5 8 fi,U S I N G T H E A N C H O R S P A C I N G O U T L I N E D O N �� •., 5 A P: � SHEETS 2-4. :O� •.,.FLOR�O,.��: fo rv.v�wcE ri aaz�wvs rx�: naro: 6.ADDITIONALINSTALLATIONCLIPSMUSTBEINSTALLEDASSHOWNONSHEET7. �'�FS510NP�-t�� po.eoxlsts VINYL SGD INSTALLATION GUIDELINES 11h8/10 ''�r�� N01(OMIS K 34Z79 s�rwu�me sme sn� n,�o-„r�, an ALY EMI 7�r.e. �r.oFaur�rzszse 470 NTS 1 OF 13 FLA-SGD470-01 i 2-TRACK CONFIGURATIONS s� o�rn� C� 6'MRK. MAX aEran.Ci. 35 SN niis sw�n oerni�E aNCHOR APPROx s•, o�a�A �frna.B7 oera�62 osrna.D ANCHOR ��-� l4CATIQNS�tkt �N.S7ftUCTURAL }�— �� S� �p DAYLIGFiT 4PENMG @L47 fOftMUtAS "OEfAtIA� i.qCATtQNSFOR d£%7. BYPASS fNERb$SILl)� I "" 5H IS V1707N:PANELWIOTN-e-vH&' EEXT. �C� CONDITIONS.� — HEIGHT PANELHEIGNT-&9118' CONni710N5, y�,g• . • ANCHORS INTO {��, -------""---'--'- i2'MAX.O.Q ' P-HOOlC O.C. ` "' "' "' "' "."' -._... _�.. E PANEt WII]7F! � aAYLIGHT �--- ...� �^'—OLO�--�� OPENING WIDTH 1 ANCHOR(aj CENTER AF t AMCHOR @ GEM'ER OF ' / p�p�,q �AYUGFt3' DETAIL81� �EACHPANEl..SEETA9I.ES DEfNL{'i1i �EACHPANEL8EETA9LE5 � • � SFgETS QPEMNG IXT.�" ONSHEETSB88. �. ONSHEET5888. H�C'� p�A�� 'X'OR'O' .x, niissN��r 32ts'MlN.O.C. PAPIEL iYPE PAlNEL 1'YPE R ANCHORS�u!CENTFROF 2 ANCHOR9�CENTER OF P�K�T DEiAIL 82� ERCH PANEL SEE TAB6E8 ON p�pp. EACH PANEL SEETABLES �Y ��' ��2 9HEE78889. ONSHEETSDflq. 4TH�f2S ,! • 5tEE7 gHEE� �� 1' �� • (UNDER / �t 4'MIN.O.C. / /�—t PANEL ---4'MIN,o.C. SEPARATE/ j a � \.�1 DEta�3 Hg�g�DLO APPROVAL) � s"�T � 3.219'MIN.O.C. � • / _GLUSTEROF3 CLUSTERpF3 = . o�ran5 r ANCHORS�517LE - SMEE7 OCTaL C1 INfER9ECT10N5. ANCHORS(C�STILE IN7ERLOCK / SEETABLESON ��A� 1 IhlIERSECTIONS.SEE ' � SHpWN � I EX7.► � • SHEEfS 8&8. TA0LE5 ON SHEETS 8&9. "�. PANEL ANQ fi'MAX. . EXf.Y, —4'MIN.O.C. t�� •-- - _�_ a siu� 4'MIN.O.C. "'_""""_'__'—"" 6�MAM�" A'NilN.q.C. {MERD E Stt1) E"'— � �fi"htAX.. DESaIi C2 �E7Nl G2 {l1EADdSi�.t.j CLUSTER OF 5 CLt}y7ER pp�pJqCMOR9 ANCHOItS Q STILE i an 3iiE oera�F 2.375'TYP. INIEFt5EC770NS. �STiLE IMERSECTIONS, DEfAIL G'I OETAIL H� ��E SHE TABLES ON a�A1l N2 . SEE TABLES QN SHEETS T�"� S"�'� FXi. SHEE758$9. EXT.P . 888. �M1 osiatt, � �g GS+2I37CHt7R 3219'MIN.O.C. C3*7 ANCNOR CONFlGURA710N SHOWN; 4'tdlN.O.C, CONFIOURATION SHqV,iN; S"MNS. fi'MA%. (SEE APPltCABI,E DP (TABLES 2,3�OR 4)P (TO END OF. — (Tt}END OE TABLES 2,3 flRd} ATTACNEDJAMB ATI'ACHE�JAMB NO7'�S; DEI'AIL D p�a� 1 ANCHOR Q t)FOR C�NFIGURATIONS,SEE SMEET 72. 7 AfJCHOR�Sj � SlLL ENDS. E)FOF2ANCHOR EC1GE OISTANCEAFID EXT.T H�qp�pS. �.�. EMBEDMEMf.SEE TRBLE i SHEET 6. 9}4AYLtCaHTQPENING(d10}FOf�tULAS: WID7H:PANEI.WIDTH-&9/19' NDTE:SEE TAHLE 1,SHEET6 FOR ANCHOR EDGE DISTANCE At�FlABEOldENT HEIGNT:PANEI.HEIGHT-&91i6• �It{1111/ t.t2s• dnMS ( ��C1�IYNN M/(��i,,f� Ruvrawej- pnta R„�y„L � �ty'�•'�.'�ycENS��';�P : t.00a' `r'� '�,*% a�.nwar cwrtr -- ��' No.58705 ' �' ]a7s � — 8Y �,� �'�' Soo• �♦'�..�' j1�� iz '.w� � AN HQR LOCATtONS 2 TRACKS ROSOWSKI r IXT.9 �" �O.{`,'. �TATE OP _„r,�,�: l070TECNNOLOOYditN�f 77ya: � � } 1.q00' CQRIO.:''(�� Oa�n: " ''��sSt '"� C'.�.`, "'PaJao rsz�s�'S VENYL SGb INSTALIJ�ITIQ1�3 GUIDELINES 19I18110 WEEPHOLE pA17Ei2N @ 24°O,C. WEEPHOI.E PATTERN SILI.ENDS ��r r��1N1�R�" �� NoXOhl/S,fl 3o2t4 � A LY�N Ial�� t�P.E. Se�f�dd: S�ka: 8heet PF.ase,os CERT-OFAUiN.R292SB 470 NTS 2 OF 13 FLA-SGD470-01 �Y 3-TRACK CONFIGURATIONS APPROX.8". flErac A oFraa 81 oErA��C7 oESa[�82 osra�C2 oet,w.O NONSTRGC7URAt.--�f �*- IS SH FHS SHP iSSHk ws si t9s SNEEi sn (fiEAD S StI.L) 1 I 6' I \ - �-6"MAX. MAX. -- --— -- -' ti IIETAIL E ANCHOR ' -_ ' ' '- ' _PETAiLA. ANCHOR �IEM. � �OCATIONSFOR OPENINp� QEM. �pCATI0N5 FOR BYPASS � POCKEf GONDSTIONS. ! + � �DTM CQNDtitONS. 21.6' j • � � � 6ETM A ANGtORSINTp �(, SHEE7 72'MAK O.C. P�tI00K. O.C. �ETWL E y .X.QR,�. .X. u5 S�iE # 1 'X'OR'O' PAM1tEt iYPE PAFtEL TYPE PANEL TYPE 1 ANCHOR� t nNCHqRQ POCKET CENTER OF EA,CH CFNTEft OF EACM BY ��'� oEr,u�Bt PAHEL SEE TABIES aEra,�G1 pnria.s�rae�ES J/ OTHERS , SHEEf EXT.'F ONStfEETS$88. EXT.T 4NSh'ECTu'888. / (;jNDER � SHEETZ tTRil2 1'MIN.C1.C.�� SHEET &EpARATE �� oEra�3 AAPROVAL) � , � sr+� AS7RAG44. tMERIOCK 2AHCHORSQ 2ANCHORS CE SHOWN SFfOWN A.75'CENTER OF EACH °� ��F I QET41L BY DETAIL rJ / O.C.PAt�L.SEE TA9LE$ p�AiL G2 EACH PANEL SEE TqH4ES � � SHEET 6 '/ flAYLIGHT ��. ONSHEET5889. E�Y ONSHEETSBSB. { � HEIG'HT �OF � � � � 3219'MIN.O.C. PANEt � pA� g•�. 4'MIN.O.C. ----�. (�fiEf+n ��' � CLU57ER OF 3 ' --- --°--- '. - ANCMORS Q STtLE . . . ---------------------. a sl�y DECRi�Ct CLUSTER 6F 3 G'MA74., � �� zrrax5ECrroNS. a�'rnn FI1 �7� ! SEETABI.ESON � �p��ONSSS �f�fl�'��j � �6'NAX., SHEETS 8 39. IXT.p 7A6LE5 ON SHEETS 8 8 9. OEfAIL G1 OEf/JL H2 oEra�H1 DETAIL G2 (HEAD 8 SIIL) M5511EEI ISSHEEi itns i OETRII. 4'MIN.6.C. 3299'MIN.O.C. C5�7 ANCNOR�C�iFtQJ ATO�I q+2 ANqtO�RJqTiBN � 4'd71N,CJ,C.� SHOWN;(SFEAPPLICA9lEDP SHOWN;(SEEAPPLICABLEOP 4'MIN,4.C. TABLES 2,3 OR 4) �Th84ES 2,3 OR 4) ! � � G�USiatOF� oerr,�H2 L AtiCNORS aQ CWSiERpFSatJCNORS t,�2g ��$ 4.75° STILE Q STILE IN7ERSECTIpNS, O.C. IN�ERSECTIONS. 2.375 7YP. SEE TA6lE5 ON SHEETS SEE TABLES CIN &g 9 FXT.T -� SNEETS 8&9. 9.4oa' Aw C2 �c7T . 7Z7 s'N4N.O.G. 3219'M1N.O.C. �� fi'MAX. ��'. {TQ ENP 6F l.375 {3'O EHD 6F � AITAdiEO JAMB ATTACHEDJpM9 �Ba� ,500" EXT♦ � DEf D oEru�F 1ANCHORQa �� 9 RNCHOR Q SillENOS, ocr.e� �Eno�vos. �cr. W�j�QFIPI-E?ATTERN Q 24°o.c. v�+e�HOiE�arretw @ siii et�as `i.,��o��LYNN A9/��i�� r�ar�day naro: no�tewn; �,��'�`,�y�c�asE'�;F�P � `�-: �'�.�c' rsa.voaa�: naro: NOTES: ^�� No.88705 �'�"' Y)FOR CONFIGURATION3,SEE SHEEf 12. - '- 2}fpR ANCHCfR EDGE DlS7ANCE ANp - r �tnaenMerrr,seeraa��s��s. --o�:�' t ��1�'-r�= � Ai�ti1CH4Ft LOCAT(ON$ v�,s 3)OAYLIGHfOPENING(OLO)FORMULAS: � a �E � ��[�/, (3TRACKS} J ROSOWSKI � =., WIDTH:PANELWIDTH-&9178' ��R�� f070TECHN0100Ypfl1VE 'i7Ue: NE1GHi.PANELHEIGHT-8-9H6' � � �'• F' P•'��j�� path 'f`�;�,S�ON�1�AL�'�`�` xarto°,'tUS°,fi�a V1tUY1 SGQ INS'TA�LAT(OtV GUlDEi.Ii�EES 11/1$11{� A.LYN��MI��ER.P.E SarfaNNo�L• SaVa Sheet p�y�q�y, ��, i P.E.#bB705 CERT.OFAURi.Y28296 470 NTS 3 OF 13 FLA-SGD470-01 4—T RAC K C O N F I G U RAT I O N S AppROX.6', oFnv�A o�a�a, o��,��Z ��T�� o�a�Bz oern2 D NON-57RUCTURAL---��{{{ HISSf1EET N455HE THISSHE THISSHE THISSHEE7 MISSHE (HEADBSILL� I � _ 6' ' I � ,� � 6'MAX. MAX. ��. ..-�---'_'--------------- , ----- -' -" --- --T: , , �� \� DETAIL E ANCHOR oFrN�A i � nNCHOR 0 LOCATIONS F�R DAYLIGHT _ LOCAT70NSFOR ��. BYPASS OPENING WIOTH � d�T' POC<ET ' CON�ITIONS. ' � � � � CoPIDmONS. 21,6• I • oE7nIL4 ANCHORS INTO pdpX SHEE7 6 � 12'MAX O.C. P+IOOK O.C. � � 0 5 S E , t • � 'X'OR'O' 'X' 'X' 'X'OR'O' 7 � PANELTYPE PANELiYPE PANELTYPE PANELTYPE ' oera�G� POCKET � pEr�� Ertu� Era�2 i 1 ANCHOR Q CENTEROF �A�HnR Q BY • � ' SHEE7 SMEET SFgEf-S � �,� CENTER OF EACH DEfAIL 81 EACH PANEL SEE pqNEL SEE TABLES 07HERS '_-� i� TABLES ON SHEETS B&B. ON SHEETS 0 d 9. (UNDER DE7AI�3 li �'r SEPARATE APPROVAL) IMERLOCK � � qs7qqppy / IMERIACK S�� i 2ANCHORSQ sHOWN sMOwN / sriowN DAYLIGHT I - CENTEROF AETAlLS OPENMG 4'MIN O.C. � � SHEEr 5 /L_., /� HEIGFIT 4.75 EACH PANEL. 2 ANCHORS�CEN7ER OF < I < I oE7an.B2 O.C.SEE TABLES E7a�G2 EACH PANEL.SEE TABLES I �r �� 1 ONSHEETS ONSHEETSB&9. ' �OF �OF EMO 889. �r _ "'�. PANEL — - —� PANEL (��D 3277 MIN.O.C. _ 3219'MfN.0.0. ''_�"' "'_�6'W1)C.,_" \ 83ILL) CLUSTEROF3 (HEI108SILLJ � �.� OETAIL C1 qNp{ORS(J STILE CLUSTEF OF 3 �EfAL G1 DETAIL H2 �Efhll 1 OEfA1L G2 (HEAD 8 SILL), �7,0 INTERSECTIONS. ANCHORS @ STILE s sne HiS srye THISSME HISSHEET� -0�a�F SEETABIES ON INTERSECTIONS.SEE ��J �—� THISSNE SHEETS 8 89. OETAIL H1 TABLES ON SHEETS B 8 B. C5.1 ANCHpR CONFIGURATION C3�2 ANCHOR CONFl6URAT70N �� 970NM;(SEE APPLICABLE OP SHOWN;(SEEAPPLICABLE OP 4•MIN.O.C. 4'MIN.O.C. 9219•MIN.O.C. TABLES 2,3 OR G) TABLES 4,30R 4) 4'�71n1 O.C. 1.1�" JAMB oera�H2 CLU97ER OF 5 CLUSTER OF 5 4.75 ANCHORS Q ST1LE ANCHORS Q ST1LE 1.000' O.C. INTERSECTIONS. Z_3�STYP• IMERSECTION5. 1 SEE TABLES ON SEE TABLES ON � 1 SHEE75 9 6 s. SHEETS 8 8 9. \� oEfA<C2 .• . �T.� � 1.375 \ � EXT.'I 3219'MIN.O.C. 3,219'MIN.O.C. 190, .500' 8'fW\k. 6'MNf• (TO END OF �—(TO END OF EXT.O \ ATTACHEDJAt�A6 o��F ATTACHEDJAFAB ��O 1.00O' , ��L D EM♦ 1 ANCHOR @ WEE ryQ E PATTERN @ 24°O.C. WEEPHOLEPATTERN aQ SILL ENDS � SANCHOR@ SILLENDS. IXT.7 ' HEADEN0.5. \��\��,YNN M� ��i� RmkedBy. Da�: RaNaWr. ��.��`�Er,sF'��FR ' � o>; �-..*: r�waae�: oav: Kmis�a,; NoiES: =�t{ Na.58705 � 1)FOR CONFIGURATIONS,SEE SHEET 12. - ' � �� p�g�, 2)FOR ANCFfOR EOGE DISTANCE AND = �_ � EMBEDMEM,SEETABLE7SHEEffi. �'O-';� I 31 I�--.'�; ANCHOR LOCATIONS(4TRACKS) J ROSOWSKI 9)�AYLIGFiTOPENING(DLO)FCRMULAS: �P , STATE F W I D T H:P A I�L W I D T H-&9/l 9' �i�it` •..FLOR10�.•'G�=� i�kVEN�E,FL34275VE �. Ooa: HEIOHT.PANELNEI6HT-&8/18' � �c ... � � VINYL SGD INSTALLATION GUIDELINES 11/18/10 S+ �� P.O.60X 1Q9 �'��S �O N A�-1�` NOHOMI$,Fl_sa�a seesvwaam; s��a• sn.oc a,ew,reNa R� A.L'II�I��lAILL�ft,P.E. PE.:58705 CERT OFAfJ7N.'JZ9296 470 NTS 4 OF 13 FLA-SGD470-01 DETAIL 1 DETAIL 2A DETAIL 2B DETAIL 3 ,xoaaxw000 IN70MASOP6tY A9TRAGAL IMERLOCK INTOMASONRY BUCKSTRIP,SEE 7YP,ANCHORTYPE,EN�EDMENTAND EOGE 1X BUCKSTRIP NOTE 4.SHEEf 1 CONCREfE/CMU pISTANCEPERSUEiSTRATE,SFFTABLEI,SHEET6 4�GHTISOVER96' PERANCH�R EDGE REQUIfiEMENT - DISTANCE ^� 361�STW�GALAO60N a 6S ° ` CONCRETE/CMU PER ANCFiOR '+ ° � •, .r..a , " `� NONSTRUCTURAL 30ASTRAGALADD-ONREINF � ° � � � REOUIREMENT /�ANCHOR R` EMBEb- +, • �•I / • � gtoX2-t2'SMS 35 q o P . ' L�p�-,e . REINFORCEMENTSCRE�°� --�;�-r- EMBEOMENT 0 Op710NA1 PER ASTRAGF4 11�I9AtAIG�IIflIiC •a 's9 EOUN.LY.SPACEOAND T' „ ��. . _ __ g FROM ENDS(FACfORY �c3 v o d 'IYP.ANCHOR T/PE,EMBEOMENT M� � �q- _-_— � - INSTALLEU). QQ� B I AND EDGEDISTANCE PER i p Q 8 `f f�SUBSTFtATE,SEE TABLE 1,SHEEf 6 °1� � � o �� • •�� o 0 0�, --,o °° ' �� B 9 7 � � u � r Rl7ERLOCH ',� 6 7 ASTRAGAL EXTERIOR 6 � ....._ Q .a''� a� �ISTANCE POCKET n BOX SCREEN � __.,� RHOOK c' �i 9 O - ' ' LOCKSTILE �� <� , ° 94 as �6 •. PANEL WI�T}i PANEL WIPTH �� 1/4'MAX. fOR LOCKSTfLES, � � ��- DOORFRAMEWIDTH ��-•-�--�-��-� - - ASTRAGALS, DOOR FRAME WIDTH TVP ANCHOR TVPE,EMBE�MENT FIXED APID EDGE DISTANCE PER S71LES ANO 119'hNX-�-I gg �SUBSTRATE,SEE TABLE 1,SHEET 6 HORI2ONTAL If�� I T _ .. _ R4ILS � T J7I �(� ' � __..�_........ SEENOTES EDGE � I� EDOE 38B DISiANCE f I' � #BX31d'Sh15REINFORCEMENT q o P I� �p15TANCE BELOVJ �� SGRElN;3PFRRAd,LOCATED Lr ' ' AT CENTERLINE AND 9•FROM - � ' P �fi6RYth1 • FOR 2318'ROW B 6 Qd o v - p ' .•. IN7ERLOCKS T��ORTPE, SPACMG q Lyy� 8 2J19•ROW EMBE�R1EM'ANDEDGE q Pl ��i SPACING ONLY DISTANCEPERSUBSTR47E, i� � '• ' � i SEETABLEI,SHEtTB - yNp��•p HE T C E�GE ' o o (�° o� ' . EMBE0. DISiANCE; � FIXEDPANELCLIP � � M� AND ANCHORS,SEE :CONCRETEICMU �I DEfAIL5HEE77 76 STANDARO SCREEN "� ER ANCHOR 2XWOODBUCKSTRIP EMBEUMENT Fl%EDSTILE 1H I I a � REOUIREMEM �, ORFRANllNG,SEE 7yp,qryCHORTPE,EMBEDMENT EXTERIQR �y� �I F'—1/4'M4X. NDTE q,SHEET 1 qND EOGE DISTANCE PER SUBSTRAiE, �WOOD 9UCKSTRIP -�PANEL WIOTH--� SEE TABLE 1,SHEET 8 OR FRAMINO,SEE 'I �E NOTE4,SHEEf t DETAIL 3 DETAIL 2B DETAIL 3 oI57AtJCE INTO WOOD INTERLOCK IM'0 MASONRY NONSTRUCTllRAL ANCHOR EWBEo- 1/d' MEM �MAX. NOTES 111111111 7� 1)DETAILS APPLY TO 2,3 AND 4 TRACK I o ocnoru� car�icuRanoNS. ``�,�`T��cENaF'�/��F�P�� : Z)SEE SHEETS 2-4 FOR ANCHOR LOCATION 8 � OP•HOOK O SPACING. ` a.' V 46 REINF O 3)SEE TABLES Y 8:1 FOR REINF(]H(.'tMtN 1 � Q' �'.7�f �� ei� �� RnvMOn: PLATE(12'LONO,Q r� RE�UIREMENTS. �'�: Np.58705 PAtgL MIDSPAN C3 4)COMINUOUS ANGHOR PLATE,fTEM ti8,IS v REOUIREO AT ALL FRAM1�,ANCHOR LOCA710NS. : �� P-HOOK o �LL'- � Ues°IpOore �»T'By, 46 RE1NF 5)PANELWIDTIi00ESNOTINCLUDEI(�ITERLOCK -o •, ?1 �,��; HORIZONTAL INSTALLATION DETAILS J ROSOWSKI EXTERIOR ORASTRAGALADD-ON. aw�sn�s. POCKEf �� •., . �l/`_ Ii10X1-714' P�FIOOK THEFUL�LINENOTHOFT EIX RU80N.IREFERTO �O'� �'• F(Oft1�P'�r('j?� �%Q�FrNOLOGYDRIVE T7Rx Oum: (5)@ 2-518`O.C. � i � ` � K VEN7CE,FL 34275 TESTREPORfSFOREXACTDIMENS�ON9. ��Ss�� \�� a.o.sox�szs VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL 1 '�i,,�IN1A� ��`` NOKOM1S,FL34274 IMO WOOD 0.LYNN MI�L1EFi,P.E. ��°�' S�la 56eat DswlnpNo. Rer, P.E.#5B705 CEAT.OFAIfM.AT929B 470 NTS 5 OF 13 FLA-SGD470-01 il DETAIL 4 ��rornnnsoNRr_ DETAIL 4 DETAIL 4 pETAIL 4 7%BUCKSTF3IP INTO WOOD IM'O MASONRV TYp ANCHOR TYPE,EMBEDMENTANn INfO ALUMINUM TYP.ANCNORTYPE,EMBEDMENTANO � EDG 0 MIN,2.7 KSI CONCRETE @ �EDGE DISTANCE PERSUBSTRAT�E, 7YP ANCHORTPE,EM9EOMEM ANO E ISTANCE PER SUBSTRA7E, HEADPERANCHOR SEETA6LEI,SHEET6 TYP.ANCHOR7YPE,EMBEDMENTAND EDGEDISTANCEPERSUBSTRATE. SEETABLEI,SHEEf6 ' RE(�UIREMEM,SEE EDGE DISTANCE PER SUBS7RA7E, EOGE V8 MIN.606&TS U �•31B° SEETABLE 1,SHEETB � TABLE 1,SHEEf 6 ppyy y� SEE TABLE t,SHEET6 �DISTANGE� ALUMINUM SU03TRATE SPACiNG EDGE YI Z�B, Za�g. EOGE � DLSTANCE �OGE _ R�W Ir� ROW DISTANCE � � + � . :� �OISTANCE SPACING I SPACING EMBEa ' q MENT' • . o- �« . � �� . . ... ..� .� .o• , . � � � - � _ '" EMBE0. .. .� . .• — . �•• w � B - 1 M� . '.�� _ 1 � B � �"MA7(. 16., u 8 � �� • � ��Aqx METALSU&S7RATESTOBEPROPERLY�ESIGNED � I � � ' 'O , � — � � � B � TOTRANSFEftLOADIMPOSEDONTFIEM � TP_ANCHOR 7YPE,EMBEDlAENT AND 1X OR 1X 40 #BX 3!4'SMS EDGE�ISTANCE PERSUBSTFiATE, WOOD � REINrORCEtAENTSCREN; TABLEI.ANCHORTYPES: seerqe�ei,SHEET6 �BGASTEELSTUOORA� BUCKSTRIP, � 90 62 7 PERSTILE,LOCATEDAT EOGE STRUCTURAL STEEL � SEE CEMERLINEAND6',48 Nlnlm�sn Min.Edge 'DISTANCE SUBSTRATE �� NO7E 4, 3 � 12'FP�M EhDS(FACTORY TYPe Suhslydte Anchor �b�ment Disfanee SHEET� INSTALLED). � FOR R72 Sheet IAelelSCrew(G5) 1318" 314" LOCKSTILES, P T.Southem Pine tao "'��-`''^� ASTRpGqLS, (� ':'=' 1/4'EtoUlfmCon 1-1R" �.914" p r—w (SG=.55) EXTERIOR FlXEDSTILES � e � / AN� 79 A 114"Eleo.^,rcf�Flex SS4 'I-1/2" 1�14" ( ] HORIZON7AL Aluminum,6063-'f5 min #12 Sheel IAetal Screw(G� 0.125° 1/2" \ ��s SIePI SiW,Gr.33 min. b12 Sheet lrelal5crew(6� �s�a�o.onsry �re- A35 Steel M2 54eat lAelal Saew(G� �eya to.oasr� �n- DETAI L 4 SILL RISER VARIES W VYfTH REqUffiED B P T.Southem Pine(S6=.SS7 #12 WnuG 5[fe�v(GS� t�il8' 3/-0' INTO S7EEL � POSRIVE�ESIGN METAL SU&SlRATE DETALLS SHOIVN FOR HEAD � z Concrete(mia 27 ks) 114'Ei�ro UllraCon 1-318" 1• w PRESSURE,SEETABLE FRAME y SEE � (SIMLL,AR DETARS APPLYTO Ff7AMEJAMB ANO SILL, HEIGH7, o PMEL taa7ES c�.� �B A�SHEE75B&B. � Concrde�ma�.3.J5ksl) 1/4'ElcoCreleflex554 1Jl4` Y' EXCEPTPOCf�TJAMB) 6EE o HEI=Ffi 386 X 18 UngmutedC67U.JambcOnly ��4°EkoUIlraCon 'I-1/d" 1• TAB 35 ¢ F�E BELOW m 17 (hS7N1 C901 �l4"Elca Crelo-Flex SS4 'I-'I/4' 7-37q" y� HEIGHT- Cnncrete(rrdn 27 ks� 7/4"E�o UltraCon 1.918' 2-1/T 2-��' 4-sle� Corkrefe(mtr�.3.35 ksi) 1/4"Eico CreteFlex 554 7�/4' &V2" � 78, RISFR q-1N6' D a — RISER R��R U�gmuted CMU,Jembs Only '1!4"Eko N(mCw 1-1/4" 2-1l7' 43 44 z� L (ASiM G90j �/q^Elco Crete-Rex SS4 1-V4" 2412" �� I 3 NOTES '� 1 9 ,1z 1)DETAILSAPPLYT02,3AND4TRACKCONFIGURATIONS. 2)SEE SHEETS 2-0FORANCHOR LOCAiION 8 SPACING. 3)SEE TABLES 2&3 FOR REBVFORCEMENf RE�UIREMEMS. �� ° �3 40 B� 4)COMINUOUSANCHORPLATE,ffEM�B,ISRE�UIRE�ATlLLLFRAMEANCHORLOCATIONS. 2 t01 04 5)PANEL WIDTH DOES NOT INCLUDE INTEFiLOCK OR AS7RHGAL AOD-0N. '15 ' 6)ALL REINFORCEMENTS ARE APPROXIMATELV THE FULL LENGTH OF 73iE E7C1'RUSION.REFER e � � Q 14 � � O � 8 Q'�18 TOTESTREPORTSFORIXACTDIN�NSIOMS. O ��a ��_` ` dQ� � i ' �� IYNN ��i R.�aey: e�ec r+,vwm,: � ..,._.... .,_ .. _ ,' GROUTAS `.� pN�,_.....,dfi�� .,' 1/4' � : 'r� :°°g~ � . . NEEDED. � 1/4' � '�a �GENSF''.F� MAX. •�EM9EDMENI � ' - . K • SEE E y • NOTE 5� MAX. � `i'�:� � �.�f�� nov�oeY a�r p�p�: �v •L -� .•'Q •d' • MIN.27 KSI SHEET 1 — _ J�' NO.58705 = CONCRETE Q y��OD BUCICSTRIP £DGE � �t • EDGE SILLPERANCHOR � ; a a.� � �BSUlD1brc �ILtm6y. o�srnr,ce REOUIREMENT, ORFRAMING,SEE o�srnHCe ;..a: � . �,` VERTICAL INSTALLATION DETAILS J ROSOWSKI SEE TABLE'I, NOTE 4,SHEET 1 ryp pNCHORTYPE,EMBEUMENT � 3f' TYP ANCHORTYPE,EMBEDMEM %P '� ANDEDGEDISTANCEPER SHEET6 ANDEOGEOISTANCEPER � � STA E F ;�� 0707ECHNOLOGI'DR1VE 71Ve: Dom: SUBSTRATE,SEETABLE1,SHEET6 SUBSTRATE,SEETABLEI,SHEET6 %'C�'' F��RID?'• (�� N,VENICE,FL34275 VINYL SGD INSTALLATION GUIDELINES 11/18/10 DETAIL 5 DETAIL 5 �'��SS�ONA��?�� xox°'nns ti�oz�a �,��,�v, ser� sn�e IMO MASONRY IMO WOGD a��P E 4suinD Na Fw. �.e.asa�as CERT.OFA!l7H.�2919& 470 NTS 6 OF 13 FLA-SGD470-01 1)INSTALL� HEAD�R BLOCK TO HEAD 2)INS7ALL JAMB TO NEAD � {6)ANCHOR Gt1P INTO � GLlP!M'O ATTACHMENT HEAQEf2 'iYPEAS USEp PANEL � o FRAME iNSTALL ONE BLOCK AT � ��L�CK 56 ASSEMB�Y I IN INS7ALLA710N, STItE JAMB 8 EACH IN7ERLOCK. � TABI.E 1,SNEET 7- SU057RATE, AT A57RAGAL,INSTAIL (3}#'10 X � SEE t7NE BLOCK THAT ° TABLE 1 � SPANS BOTH PANELS. 1.5"SMS �S�' i � i �___, � • `� - u � � � (3J1t8X1" �' i D�C.'- - D ; �S�S -... -- � - � � FIX�b PAIVEL CLIP � � � � � ��xEO� ` � p��58 iNS3Ai.L ORtE Ct.iP AT THE M3DSPAN OF EACH FiXEII PAMEGTO-FRAMf �(2)1/4"x 20 x 2-1/4° i C�P JAMB I.00ATION. THREAD-CUTTING �..___�•.-' {2)�F8 X 1" � � \\ SCREVJ SMS� PI.ATECOVER�4 � ' \`` � � , SEE RElNF plATE� � ` �8#10X2°SMS(4j—�,,� , TABLE 2; #g X 1-3I4"SMS 6 SHEETB �� ^ i ) _ �� j t0 I / � � � \\ KEEPER Q d _.... o � ��_ � � `� c�p JAMB TO � . � SILLASSEMBLY � . � ' � KEEPER Tp JAMB ` , ' A`I-t-AGHMENT � o� t . r RE(NFOFtCEMEh1T PLATE 9HOWN � 0� �"'—J�f FOR pOORS OVER 98°.10 ANCHORS @ 10 KEEPER 3',8",9",12",&46.5"FRpM EACFI END ` N01ES � 1)DETAILS APPLY TO 2,3 AN�A TRACK CONFIGURATONS. � � -p I 2)3EE SHEEf3 24 FOR ANCHOR LOCATION 8 SPACING. � 3)SEE TABLES 2&3 FOR REINFORCEMHv�T REIXJIREMEN75. y 9}CpN(�NllOUS ANGttOR plATE,(TEM#8,t5 RE4ll7ftED AT ' � I (N7ER�.QCK Atl FRAtAE ANCHOR LOCAT70N5. ._'�_.,.,�^ \_ / ..-, �,� REtNF. COVER -""'-��~� - 68(4)#10X _------- d._n q ..-- —�� IN"CBRl4ft 2"SMS -- � � � i � INTERLOGK EXTEF210R � �. R£tNF� titiltitlli BQTTOMRAIL a PLATE `� a.,........ C. � Rewbe; 11 SUPPOFiT ; i \ �SMS Z 1/� .;�~'��'��GEN�AII��rp�� aoH,vesy v�m: � � ~ ` �?� '',ir% tt�,avaer a,e� (2}#iD X 1"SMS � �,; Rewxm: 7HROUGH SUppORT, � = No.58705 = INTOpANEL�� /� _ : _ �: f-�ox2°snns PANEL �'•.. t 3r J�.. ��tu= � ACC SSpR1ES tNSTALIATtON DETAiLS R�SOWSKf 1MTERLOCK SILL RETAINER ASSEMBLY %r�,n�•. �.��R,OP,.•��; ro�o�crwoworowve truug p� CLIP ATTACHMENT AlL PANEL CORNERS WEtDED, s � • • �,. x.vEmcE��azrs 1/��yYL SGD ii+lBTALLATION GUIDELINES 11/98140 IhiSTAtL ONE AS3EMBLY AT EACH INTERLOCK No ASSEM6�Y FASTENERS '�,Slpj�,t�l�� Po.eox tszs A LYNN MLLLER P.E. NOKOM75 ft 3427'4 sy��; Srnla SM1set MaNrqNa, q�, P.�.a�e,as CERT.QFAUiN.C2A298 470 NTS 7 OF 13 FLA-SGD470-01 i TABLE 2: `��ON.�I.YNN�.f/��i� II `�Pat:. `��er�sF�•:`c-P : i qncnorand subs�rate Series 470 Anchor quantitles and Deslgn Pressures using Heavy Duty Reinforcement TOTAL d OF ANCFiORS CLl1STEREO �-�.' ��.�r% Type.See Table 1, 7HROUGH THE HEAD 8 SILL AT EACH PANEL No.58705 - Sheel 6 FRAME HEIGFf�(IN) MEEfING POINT(EX:FOR C3+1,3 ANCHORS = = �p � . - REDUP2ED AT PM1EL IdEETING POIM AND 1 - �Q�°""�^ - 80 &l 98 108 �p0 ANCHORREOUIREDATMIDSPANOFPANEL). �'•, f�31��J� ; �1 NOM. � I j a ? 1 i i � ° i � ANCHORAGE TYPE PER SUB5TF3ATE %O�', �ATE �F ::\=CC/\ PANEL FRAME ,� � � � ' i i i ; p { RE�l11REDTOACHEVETHEOESIGN •��,R��••'� � A B � C D A 8 C D A � B s C i D A B C � D A B 1 C i D PFtESSURE,USWGTHEANCHOR ��SS �G� wio�ni sioe { i I I s � i f ; . /p E�� 3 � � I �UANTIESLISiEDBELOW.SEE ��,I NA�,1�� (�N) j ' � j j f � � � TABLE 1,SHEET 8,FOR COMPLEfE A.LYN�II�tIL�L�R P.E ANCHOR L1�ifTATIONS. p.��ps Head&SW C3+1�Ci+t! q+1 j Gi+1 C3+1 j C3+1 j C3+f j C3+1 C3+1 I p+1 .C3+1 � C3+1 p+1 ±C3+7 � C3+1 � q+1 C3+1 , C3*1 ! q+1 I pr1 � Jamb 5 ! 5 ; 5 i 5 5 � 5 i 5 ! 5 5 j 5 � 5 ':. 5 6 � 6 � 6 '. 6 6 ; 6 ; 6 ? 6 TABLE KEY• uom.' O O � 24 P-hook 8 ; 8 � 8 ' 8 8 ; 8 j 8 j 8 9 i 9 ? 9 ' 9 10 10 j �0 � 10 11 j 11 { 17 ' 17 PaNEL FruME A � � s O w�tH sioe Oeslgn +80.0 l+80.0 j *8D.0�+80.0 +80.0 j+BO.D j+80.0'+BD.O i80.0�+8U.0 i+80.0 j+gp,0 +60.0�+6J.0 1+60.0( +60.0 +5p,0 f Ffi0.0�+60.0�i60.0 �W� � � � � Pressure -60.0 . -80.0 A0.0 y' �0.0 �0.0 ( -80.D + �80.0 j �.0 -BD.D � -BD.D;; �O.D j �0.0 fi5.0 i -65.0 1 -65.0+ E5.0 -65.0 i �65.0 I �fi.0 ! -65.0 Q � � ' Neaa 6 Sul G3�7 � �[- � He�8 Sill C3+y �q+1 j C3t1 �Gi+t C3N � C3+7 � p+t � C3+1 C5+1 � C3*1 ;C3+1 � C3+1 pt1 j C3+1 j C3+1 � C3+1 C5+1 j C3r1 � C3+1 �C3+1 '�"'h s �� z(� .kmD 5 � 5 f 5 � 5 5 � 5 j 5 I 5 5 � 5 i 5 � 5 6 a 6 6 I 6 6 � 6 I 6 � 6 �4 P-hook B €� � � f Des�gn +80.0 H �� 30 P-hook 8 i 8 � 8 B 8 � 8 I 8 � B 9 I 9 j 9 9 70 ; 1D 10 ' 7Q 11 � 11 I 11 ' 11 amssum �O.a C� Z Oesign +80,0�+B0.0�+80.0�+80.0 +g0.0;�8D.0 I�80.0 I k80.0 +80.0�,+80.0 j+BD.O +W.O +60.0;+6].D',+60.0�+fi0.0 +6�.0 I +60.0�+60.0�+60.0 J �SS�re �o.o !-eo.o� $o.o i �o.o �o.o j -eo.o � -sa.o � -so.o �o.o � -eo.o ��o.o j ao.o �s.o ;-ss.o j as.o � �s.o r�.a j �s.o i �se.o i as.o Nonn. w ' FRAME WmTH PANEL= #OF PANELS � � Head 8 SJI C3+1 'C3+1 I C3r'i � q+1 C5+�� pat ; C3a1 I C3+1 CSa1 �C5�1 j C3+1 j C3+1 C5+'I � C3+1;qa1 j qat C6+7 � C6+1 � C5+1 I C3N WIDTH � Jamb 5 � 5 j 5 � 5 3 � 5 � 5 � 5 5 � 5 � 6 � 5 6 6 6 ; 6 6 J 6 j 6 � 6 N (� � 36 P-haok 8 { 8 j 8 � 8 6 � 8 � B � B 9 � 9 j 9 � 9 10 � �0 i 10 � �0 1� � 11 j 71 j 11 J Z � i TNE MAXIAIUM NEGATIVE DESIGN CD Desi� +8D.0 I+80.0� +80.0 I+g0.0 +80.0�+80.0�+80.0 I+p0.0 i00.0 I+p0.0 I+80.0 +80.0 +60.0 I*67.0��60.0 I*60.0 *6D.0 *60.0�*80.0 I+6U.0 PRE33t1REATTHESEANCHOR m O y Pressure �0.0 ��0.0 �0.0 � -60.0 -80A j -80.0 �0.0 f -80.0 �0.0 �0.0 � -80.0 � �80.0 �65A � �5.0�� 65.D �65.0 -65.0 � �65.0 � �5A f �65A awwrrr�s. � � � F. He�8S01 C5t2 f q+2; pF1 �Gi+1 C5+2 j C5+2� C3+1� C3+7 C5i2� C5+2 j C5+1� C3+1 C5+1 � CSt1 { CSi7 j C3+1 C5+1 ` C5*1 f C5+1 C3+1 THEMAXRAUMPOSRIVEDPAT7HESE a tt W � �� IWCHOR�UAN71TIE5.ADpf170NALLY, � p JaiTb 5 I 5 I 6 5 5 � 5 I 6 � 5 6 � 5 J 7 I 5 6 � 6 � 6 I 6 6 � 6 j 7 6 THE MAXIMUAI�P FOR 7HE SILL HEIGHi � � .7,Z 42 P-hook 8 � B � 8 �I B. 8 � 8 � 8 � 8 9- � 9 i 9 � 9 10 � 10 � 10 j 10 11 � 11 � 11 � 11 �TALSO7ABLEA,I7HS8FfEEf. N � Oesign +8p.0 +80.0�+80.0�+8a.0 �80.0�+80.0 j+80.0 J+80A t80.0�+80.0?+80.0 +gp.0 +60.0 j+60.0 j+60.0 I +60.0 +60.0}+6QD +6�A�+5p.0 W Z P255UfE �0,0 I $D.D I A0.0 � �0.0 -90.0 j -80.0 I �D.O � -80.0 �80,0 I �D.O � -80.0' $0.0 -65.0 � -65.0 � -65.0 � �86.0 -65.0 � 66.0 I 66.0 � $5.0 TOTALlIOFANCNORS Q' Q THROUGH THE P�FiODK � g d Hea185u1 C5+2 � C5+2� C3r2 1 C3+1 C5+2� C5+2 I C5+2�C3+1 C5+2 �C5+2�C5+2 j q+1 G5+2 J C5+2� C5+1 ; Q+7 CS+2� C5F2 C5+1 � q+1 70TAL#oFaNCHORS ° 8 � Z � Jamb 6 � 5 � 7 � 5 6 � 5 1 7 5 7 6 8 � 5 8 i 6 7 j 6 7 8 6 � 6 THFIOUGH THE JAMe. � � 48 P-hoak 8 I. 8 8 8 8 i 8 � 8 8 9 9 ? 9 f 9 10 ! 10 10 10 11 I 11 I 11 � 11 m~ m �� } Design +8D.0 +80.0 {BD.O +80.0 +BD.O�a8D.0++80.0 j+80.0 +8�.0 +BO.D f+80A�+gp,0 +60A�+60.0�+60A.+60.0 +60.0 i+60.0�+60.0 j;6D.0 FIGURE A: i y� �W m Z �^ Pressu�n �80.0 ! -80.0 j �0.0 ; -80.0 $0.0� -80.0 , -80.0 � -80.0 $0.0 � �80.0 ! -80.0� -80.0 �&5.0 { fi5.0 � -65.0 , �5.0 -b5.0 $5.0 � -65.0�� -65.0 OH LENGTH � a � "> � Heed&SBI C3+2 �p+2� C3+p I p+� C�p� prp{p.y I C3+1 C5*2 C5*2 i C3y2 I C3*1 DOORASSEMBLIE5INSTALLEO Jamb 5 • 5 � 8 5 5 5 � 6 � 5 8 I 5 � 7 I 5 TABLE A: WHERE lHE OVERHANG(OH)RAT70 �u ISEQLIALTOORMORETHAN113 � L � Weter�.lmlted� �SSER EXEMPTEDFROM WATER o� � 54 P-hook 8 � B � 8 � B 8 ( B B I 8 9 � 9 � 9 � 9 (�Destgn Pre�re � �esign +60.0!+60.0 I+5p,p�+60.0 +60.9 a60.0�+60.0�+5p.0 t60.0�+5p,p;+60.0 I+�,0 NominalSiO ActualSill VALUEOF If�ILTRATION.THEDVEWIANO .Mex.(t)�P Allowed RAT�O SHALL BE CALCULATED BV o 4'�4' �S PICSSUte �p,0 j�0.-0 � SO.D ��0.0 -60.0 � -�.0 � -fi0.0 -6D.0 �60.0 j E0.0 '; �0.0 � �&0.0 �9� Height T��A THE FOLLOWING EOUATION: �W�h $ 2Um-- ¢ HP2d 8 SIII C3+2�C3+2� C3+2 I C3+1 C5*2 j p+2 1 C3+2 � q+� C5+2! C5+Z�C5+2 I C3;1 �"��6" 1,680" O�ed78ng ReqC(Flg A)� T��2 OH RATIO=OH LENGTFVOH HEIGHT ��a� � Jamb 5 � 5 � 6 5 5 � 5 I 6 � 5 6 � 6 ? 7 I 5 31/7' 3.464" +6D,0 psi DEtERMINES 60 P-hoak 8 � 6 � 8 � B 8 � 8 ' B � 8 9 � 9 � 9 � g 4-1H6" �4.03T' ��O.Opsf A7HR az x � Desigi +60.0(+60.0�+60.0�+60.0 +6D.0�+60.0'�+80.0�*60.0 �60.0 +6p,0�+60.0 I sgp,0 p.yg 4.674° +100.0 pst V�D �'��R -eo.o i -eo.o� .so.o � -eo.o �o.o i bo.o , �so.o � �so.o �o.o � -�o.o � �o.o � �so.a I�)DP NDTES Rolnforcements Requlmd(Seo ParCS on Sheet tU) 7)DETAdS APPLYT02,3 AND 4 7RACK CpNFIGURATiONS. Intedock Loc'dFuced SNIe Asiragal Astragal Addon Topl9ottom Rail Plale(PeAC 24,2� 2}SEE SHEETS 2-4 FORANCHORLOCATION 8 SPACING. 3)SEE TABLES 2 8 3 FOR REINFORCEME�7f REOUIREh1ENi5. LParUt 29 Partn 26 PaAH ZB Pert#30 PaAY 26 Requimd Por Heighle o�er 9G� dj CONi1NU0U5 ANCHOR PIATE,ITEM#$IS REOl11RFD ATALL FRAME ANCHOR LOCATIONS. � 5)PAIJEL VJfDTH DOES NOT INCLUOE UfTERLOCK aR ASTRAGAL ADD-0N. 8)SEE 91EET 2 FOR APPUCABLE DLO PB2 PANEL SIZE. 111111/ �� ON...-'•-•. 1/! ��i TABLE3: � 1�:--ti�cer+sF��'�EP �� :' •. *; Series 470 Anchor Quantities and Design Pressures using Standard or �� No.58705 AnclwrandSubstrale CompositeReinforcement - ; � Type.See 7able 1, _ � Sheel 6 FRAME FIEI6HT(IN) �'•.. GZ-5��'�� i 80 � � TOiALpOFANCHIX3SCLU5TERED � � �• TA � THROUGHTHEHEADBSILL.ITEACHPAMEL - �� '•.F�OR1D�',•'�� WIDTi FSIDEE A 8 I C I D A �� B I. C I D A i B � C I D AI�HDRRE�R ATNJ SP/WOFPANEL� ''��SiS��NAL�?�`\ �M� ' 1 i � ! .� � � A.LYNN MILLER,P.E � 1 � I I I I NNCHONAGE7YPEPERSUBSTRA7E P.EA58705 HCed&SIII C3+1 C3ry j C3+1 i C3r1 pr1 i C3+1 � q+1 � C3+1 q+1 � q+! ' qt1 � C3+7 REOUIREDTOACHIEVETHEDESIGN PRESSURE,USING 7HE ANCHOR O O Jamb 5 5 I 5 5 5 � 5 5 5 5 � 5 5 ; 5 ovnMlES u57EO eeLOw.seE Y �- y � 24 P-hook 8 8 � 8 ' 8 B � 8 ' S ; 8 9 9 , 9 9 TABLE 1;SHEET 8,FOR coMPL� � � � � � 4 � � ANCHOR LIMITATIONS. � ` � �esign +60.0 +60.0�+fi0.0 I+60,0 �60.0{+gp,0 i+60.0 i +6D.0 +60.0�+5p,0�a6Q.0�+6p.0 � �- p Pressure �p_p �0.0 � -fi0.0 ( -60.0 -6D.D i -60.0 ; -60.0: 50.0 -60.0� -60.0 j -G0.0 i-60.0 TABLE KEY: NpM, (n a`- U` at�� FanMe A �.O z� Head 8 Si0 C3T7 , C3+1 � C3+1 i C3r1 qr1 � C3r� � C3+7 i q+t C3*1 I C3�1 � C3*1 � C3+1 wioit� SIOE � (q ¢ JamD 5 5 � 5 I 5 5 ' S � 5 ' 5 5 5 � 5 � 5 �� Z �� 30 P-hook 8 8 8 y 8 B � 8 j B ; 8 9 � 9 � 9 9 need a sm cart J Design +60.0'+60.0 a,60.0�+60.0 +60.0 t+60.0�+60.0;+6D.0 {60.0 +60.0 +60.0�+60.0 za P e.twok e� � W two Q � Pressure �.0 ; �&0.0 � �oA � �0.0 -so.o � -60.0 ; �0.0 ; �&0.0 -so.o j -sao,1 �o.o �.o oasi9� +ea.o �..� � arecsure � HeadSSi➢ C3+i ' pt1 j C3+1 . C3r1 C3+1'j C3+1 i C3+1 I C3+1 C3+1 1 p.t { C3+� � C3+1 �.o � (� V- Jamb 5 5 j 5 � 5 5 i 5 � 5 j 5. 5 � 5 � 5 5 N�µ J z O 38 P-hook 8 - B 8 � 8 B 8 � 8 8 9 � 9 � 9 9 PqNa=FRARIE Wiuni [p O �� y�rp7ry i!OF PANELS Q Design +60.0�+60.0�i60.0 j+60.0 +fi0.4�+sp.0 +gp.0 I+6D.0 +6DA�+gp.0�+60.��+fip.0 5 H � Ptessure �p,0 i �50.0' f0.0! -60.0 -60.0 i �OA � -60.0 �60.0 -60.0 �0.0 �0.0 �0.0 � � LL � 7HE MAXIMUM NEGA7NE OESIGN � --� .qp � f�eedBSil� C3+1 � C3�7 ` C3+1 � C3a� �+1 .{ C3�1 I pN �! C3+� C5�1 I C3+1 I C3+1 I C3+�� PRESSUREA77}IESEANCHOR � Q �Sz � i I i ' S ' ' Cn 42 P-hOOk B � 8 ; B � B B � 8 � 8 .� 8 9 I 9 9 I 8 THE M1fAI(IMUtA POSITNE�P AT THESE W � Design '�b�•U;+60.0`t60.0 i60.0 +60.0� ;60.0 +60.0 y+y�,U +bU.0 I+�,0 �60.0 �60.0 ANCHORQUAMRIE9.ADORI�NALLY, � � � 7}1E MA%IldUM DP FORTHE SILL HEIGHT � R � PresSUre .�.D s -640 � -&OA � -&0.0 -&0.0� -60.0 �&OA � �0.0 �D.O � -6Q0 �SO.O � E0.0 MUSTALSOBECANSI�FRm,SEE � O U` TRBLE A,TNIS SF�Ef. Z � Head&Sill C3+2 i C3+1 � C3+1 j C3+1 C3+2� C3+1 � q+1 � C3+1 C5+2 1 C3+1 � C3+1 C3+1 �, � S C`� ,� � Jamb 5 ' 5 � 5 j 5 5 '+ 5 a 5 i 5 5 � 5 I 8 � 5 707ALpOFANCHOf75 f%) � �O 48 P-hook 8 8 � 8 � 8 B B B 8 9 � 9 9 9 �Q�GH TNE P-7i001(. � � �WO �Z � � TOTAL#OFANCHOR3 � a � Design +60.0�+60A�+60.D;+gp,0 +60A� •80.0 j+60.0 i"+60.0 +gp,0�+gp,0� ifi0.0�+60.0 7HROUGHTHEdAMB. P�S�� -sn.o ; �o.o � �o.o ; -�a.o -so.o -so.o ; �o.o j �sa.o -so.o � -sao � �so.o 1 -so.o � �RalnforcomoatsRoquirod lSoo Parmon Shoot 70J �� Inledac6 LocklFlseE stlle Astragal Astrzgat Aatlon TopBOttom Rall FIGURE A: ��'k r.' � Sferderd PartN 28 PmtA 26 PertN 26 Partg 3D PartS 26 OH LENGTH =�m� � ��ji qo O Thertnal-0pfion ParttF 2B ParVF 27 PaMl27 PaRS 30 PartS 27 DOOR ASSEMBLIES INSTALLED R z x WHERE THE OVERHANG(ON)RATIO � ` IS EOUAL TO OR MORE THAN 7 IS TABLE A: �I EXEMf+TED FR�N WATER THE w INFIL7RATION.7HE OVERHANG Water-umload(+)�a5gn Pre$ure x RATIO SHALL BE Cd�LCULA7ED BY LESSER NOiS Nominal S�I Adual Sill VALUE OF p T��OIMNG EQUATION: 7)DEfAaS APPLY TO 2,3 ND 4 TRACK CANFIGURATIGNS. Max.(+�pp p��py�d TABLE A 2)SEE SHEETS 2-4 FORANCiOR LOCATION d SPACING. ��t Helght ANp OH RATIO=OH LENGTHIOH HEIGHT _ 3)SEE TABLES 2 83 f-0R RE�IFORCEMENT REDUIRE�IENTS. 1-11/16" 7.688" Owlhang Fieq�(Flg A] TABLE 3 4)CONi1Nl1 W 5 ANCNOR PLATE,fTEM pB,IS REOUIRED AT ALL FRAh1E � DETERMINES ANCHOR LOCATIONS. 3�'l/2" 3.464" +60'0 psf TME 5)PANEL WI�'fH DDES NOT ItJCLU�E INTERLOCK OR ASTRAGALADU-0N. q.i/�8" 4.037° .80.0 psf WATER B)SEE SHEET 2FOR APPLICABLE OLO PER PANEL SQE. ' 4iA�I7ED 45/B" 4614" +100.0 psf �.)DP. l I � �--5.8�5•--�T 5.e�s---.� 3.��a- �, �0 OL-J T !r'�b 1.57U' F.-- 1.43�• 1.595' r- 1.595' f` �oo• 9� ,,,rrr-- j �- � ��.eir o � o Q�.sea• REINFORCEMENT � ' � � ' � IIII � � � � '•°as' �ss � �oo• I �� ' O COVER .�io•-� LI _L � RIGID PVC 2-893' L � -300' � 2.78B' 400° � 2.7�' 23ag. 1 O2 TRACK HEAD/JAMB 2 2 TRACK SILL ^ r 2�' I � RIGID PVC ORIGID PVC ,-„-, ,-, 1 _L � ��►- 125' --{f--.182' }---elsa• � f-�29n7•--I T a20' --I F-- .tar .��o- essa' INTERL�K.400 � O � p -}' O�� I �REINFORCEMENT TOP,BOTTOM TOP,BOTTOM INTERLOCK.360 � PLATE 26 AND STILE � ANO STILE �REINFORCEMENT �REINFORCEMEIJT �.e�2• O O '��-1 O q� 6005-T5 ALUM. REINFORCEMENT REINFORCEMENT 6DOST5 ALUM. 6005-TS ALUM. � ❑ �.,oP ❑ �� o 0 0 0,.sae. d��p �� 6005-TSALUM. COMPOSITE O3 TRACK HEAD/JAMB -Z'S��--{ RIGID PVC O3 TRACK SILL I I � .OBO' RIGID PVC .aos• ; 10.625' io.575' '�� 3.4B3'' � �DO' In�o�o�o��,�.�.,--,- r o 0 0 .,�.,-I��L_fII--- 9� _ _ .a9o. , 4.�9. III � � '�^�t0o•J ❑ �oir � ��Ol__�1.fi88' 125' � r�n L�L_- .. 2.710' 4.635' . II J ll ll ll L�._�. �r��r�c��,-,pG,�a� � z.,4,- a �- O4TRACKHEAD/JAMB 4TRACKSIL� � 3�z• � � � � � RIGID PVC O RIGID PVC y.ze�•.�� .12� ��,2.»�.� �le� � �.�s• � 930' Sqq• 'L{py�p r+--1•000' .so� �o' � � ��,� �"540� 949'�til �REIN aRCEMENT N 31 PIE�I TE RCEMENT Q ADAPTER K 0 RIGID PVC ADD-ON Q AND BOTfOM RAL "�-�--.082• ,�25•� 500'�� g 0 600�rT5 ALUM. 6063-T6 ALUM. RIGID PVC RIGID PVC I .301'� �-^�F..-.pfi2' r -^IF-.082' FRAME SCREW /WCHOR PLATE TRACK INSERT KEEPER BQl?QM RAIL ��sf-- eis•I-.-- ��.ozo-t--- �{i�q3• �.,._ �OCOVER BO_gp�T6ALUM. 06063-T6ALUM. �� 6063-T6ALUM. �� SUPPORT �' � RIGro PVG 6063�T6 ALUM. ��3. .osz• �i a6r ��o��.oso• � �•ss3'{F-- 1.983' � 7.6L� .s2o•J .oss•-� 1.487' I � I � ��.435' � � 1.Gt3. -�{1.435' � � �'- .062' lti r 1 jl � � 7.487• � � L _LJ__"� L._ �_°sY� .aso•J� .oss�� '�0 '"`osz•� �5L pso• gp BOX SCREEN B1 gOT70M RAIL 92 S DE RAIL EN 93 ASTRAGAL N �XO ADAPTER , �TOP RAIL 6063-T6ALUM, 6063-T6ALUM. 6063-76ALUM. ADAPTER 606&T6ALUM. 12 COVERSILL 13•�V�'�ACK QA �N EENSILL 15�KSCREEN 16 ANDJA BADO-ON ��.oer �-a.oer 808&T6ALUM.� �•.9�• RIG�D PVC RIGID PVC 6063-T6 ALUM. 6063-T6 ALUM. RIGID PVC `j" � �t202.� oas 975 � tne• tne• a�s•�� L � � � .�az- � � �� t.aas -� Zoso. .a��--�- r .o�� z.9�5� �- -{ .nso�--�-- tass• 4��, STD.SCREEN 57D.SCREEN STD.SCREEN FIXED PANEL CLIP 3�� I 1t0 TOPlBOT RAIL ��SIDE RAIL ��3 ASTRACAL �6063Tfi ALUM. 2EBT 1.9�' 6.178' 60B3-T6 ALUM. 6063-T6 ALUM. ADAPTER .oso� 8063-T6 ALUM. nso• .osm .oso• L �oo^--I�- �i i��i i� �� IYNN n� �i� ao�eaer• unm: R„�,,,; SILLRISER SILLRISER SILLRISER P-H�KADAPTOR •o�' `�� aC1�,.......,.�(� i� �� 18 19 �6063T6ALUM. . ��-�GENSF'••F'P : 808&TB ALUM. O 6063-T6 ALUM. 6063-T6 ALUM. ` �., �� '•.it'= ne.dwer oem: Ra,�,m,,; � � _*.. Na.58705 '. _- P-HOOK t.zst• '12s1• isoo• I--- �gp63-T6ALUM. - �_ � ��0f° �ney .2,�.� �Z.� � =-o'•.� t�3� 1a-��; PART DETAILS J ROSOWSKI �� '� SI'TEOF ' �25'� ' � '•. '\?^ f070TECHMOLOOYDRIVE nua oe� � '� '• FCORIOP� �j. 81-'i116"BEVELEDBEAD 791•'IH6"OGEEBEAD 45 P�TOKREINFORCEMENT /��SSIO/ NAt��-��` H�D�S��4 VINYLSGDINSTA'LLATSONGUIDELINES 11/18/1D ORIGIDPVC ORIGIDPVC q.LYNuI�AILLERP.E � ��°Na r�r sos�-rsA�ur� PE��as c�rrr.oFaurrcr�z�e 470 NTS 90 OF 13 FLA-SGD470-01 Y .. 1 Ped# PGT.# Descnption� Pad I! PGT.# " pescription P�d# PGT.# `a\. �CENg F� .,:: __ T� pescripifan :.��,+pN ,,.....,!�fi�� ,f : 1 619001 2-Track}lead7.lamb � 5D d19042 Fcame tleader 8bck -----'—'_ � � � •, 'A % Hox 5creen Y'.' -. .- _.... - � 2 619QD2 .... 2 Track 53tt 51 48052 ..�Y. ftoiier�Adj.Ho(e P1ug 90 B't2256 Scrr�n Top Raii �*� Na.58�05 * - 3 679025 3-Track Head/Jamb 52 41735 SGD Panel Came-along 91 61226I Screen Bottom Rail - ;a„ -k � 4 519026 3-7rack Sill 53 4173& 5GD Panet Gome-atong Goner 92 612258 Screen 5ide Rai-Loc&stite �� : 5 6i9427 ��O`•. c�'.4J.. 4Tiack FteadtJemb 55 79696 Dust Pltg 93 6434d Screen Astragat ; ,n•._ 6 619028 q Track Sill �56 44385 4 Holc Bumpe�Stop 94 617349 q)(f)Screen Astiagal Adapter �� R�pP'� G��` 7 619009 Frame Screw Cotier 5$ 819037M Fxed Panel Clip 95 6442& Soreen Doubte tntetbck �''�S�flNA�tE?�� 8 819431 Anchor P)aie 59 7tfi9&f SiII Plu9 � 6173A7A Screen Bug Fiap A,LYNNMILLER P.E. 9 619007 T2ck Insert 61 76)CiBPPTX ti6 x 318"Ph.Pn.7EK Screw 97 A1818K Screen Kee�r Spaper Set P��q5 10 619�29M Aluminum KeeFer 62 78X34PPSDAX dA x 3J4"FL Ph.iEK-S.S_ 98 ?ZOX9X 21q-24 x'['S.S. � O '1� 818036 $ottom Rai(Support 83 78SP57X f!8 x t"Qnsd-S.S.. 98 '726Xt17�C t/42Q x 1-112"S.S. cJ) j � �„4 12 619006 Outer Si�i Co�er 6A 761PQX #8 x 1"Pn Quad-5.5. 100 71793G Wstp,.270"x.150"-Fin Seal O �� .U`�, 13 81�91 Sill Ttack Co�er 65 78X114PHPT4IQX �l8 x 1-1(4"Ph.Pn.'TEK 10i 7&RA� Standard Roller a o�` 2� 'f4 61�39 Box Screen SitE Add-m 6& 7i0XiPPSDA�C #14 x i"ph Pn,"iEK-S.S. 1d2 7SRAX Standatd Rotler-S.S. �� , 15 61�12 Outer Screen Track(Slandard Screen) 87 710X1'15PRX #14 x 1-112"ph Pn Keeper Scr�ews 103 7LOCKWGS Screen Lockset �� Z �� 16 61�38 Bax Screen liead�d Jamb Add-on 66 714�PPX #74 x 2"ph.Ft S.S.Screw 1Q4 4i878K 8creen Lock Kee{aer 8�cers 17 679422R SSli ftls�-{DP80) 69 710XL12PPRAX #10 x 2-1l2"Pn Ph.Tek S.S. 105 7SDKEEP Screen Lock Keeper �j 18 619023A Sill Riser-(DP80) 70 712X112PP �F12 x 1-1/2"Ph,Pn.A Standard Sc2en � � 19 6i9024A SiIlRiser-{DP1tlO) 71 GE77D�Siticoae 1i0 812033 ScreenFrame-TcaplBottwnRal � � � si�� P'HOOk A�gtQ� � pow Coming 995 Silicane 111 6120264 So�n Frarne-Side Raif(Latch) Z r 21 619020 P-Hook �3 77726K t�k:oprene Setking Block 1"x4'x1/16" 112 6�2033 Screen Ftame-SIUe f2afl O �� 24 6130i4 Reint�cementCrner 76 SHicone�oam5upetSgacer-i1t96" 123 gq73q p?c1yScreenAstragalAdapter � � � 25 619Q3a Reintorcement Ptafe T7 Hot-meft Butyl 114 64853K �n f Asttagal � � 26 8790f7M Top,Bottom and Stle Reinf.(Alum) 78 619010 1-V'15'Be�.eled Be� 115 617356 Screen Sill Adepter � Q Q �� anra�rtd'311te'Ref . - ee 16 $FP9S}S Bug Flap _ 28 6S90S8M M�tecksck.300 Reinfacernent 82 62t39 Ogea Urryt Murdin 197 �a42�K Ri�et � Z � 31 8i9035 Ime R niorcement Plate ent 85 7558K Ins . — uaied Glass Muntln•Horizo�tal 118 7qx�pp #4 x 1"Ph.Pn.SMS � � � � 80 8 f 901 BM Astragal Rei�tcemest 84 4CONN � l.G.iritersecttan '119 78X3 92PSA75 #$x 1-1t2•Ph.Pn,SMS A Z LL {n i.6.Gridiock Clip-7/i5' 120 4t7o3N Screw Boss Bushi O 35 619005 Intedqck Adaptor 86 7560K I.O.Gridlock Cli 8/18" 121 � `� °~ �._1 J � P- 712027 Camer Key Whee1 Assy (Standard) 8 B � i Z �p 36 619�06 Astragai Add�nn �22 Tt2{}27SS Camer Key Whee}Assy (S.S.wlbeanng} � � �O� �� 37 619t704 Panet 5tite,Topteattom Rai! '123 41805K Screen Handle 40 718609 187 x.280 Finseal(St�le) 124 41806 Screen Handle Slide 47 7'l695K 1-1l2"x 1"x 314"Fin Seal Oust Plug �25 7{}416B Screen t_etch Asa � 42 41864i 7nferiock Cfip Caser �� 7SNKPN Sareen Keeper y �� A3 78153X TandemS.S.RollerAssy '127 61693K SertatedScreenSpline-.145' �wx�� 94 78153N Tandem Nylon Rotler Assy. 128 61692K Screen Sp�ne- 16S' �m'��' a 45 619D43 P-hook Reinbrcemer�phate Q�4� o i29 61634K Screen SpGne- 150" � 46 71pX12�PSDX 7�10 x 1-1/4'FI PH SMS 130 61816C10 Screen Cloth NOTES ijSEE SHEET t0 FOR MA'fEKipLTYpE ANDDETAILS. i I TYPE STANDARD REVERSE TYPE LEFT HAND POCKEiS LEFT HAND POCKETS TYPE �A �M — I - L O K 2P2T � Ys—"�--`3 Y � C 6�—�=.—�1 1 P2T � re F a 6P3T ft P K ZP2T M P R A X x owcxxo $0 c n+ °S xo S D °X � T 2P2T A M F L o � B � 6P3T M A 3P2T P R �oc xx . M q OXO OXO - - �« � C M � D x 3P3T B F � o B f F e 3P2T H NOTAVAILABIE 0. �"� - F B � A � � - SP4T R P XX1( ' __..,.._...._ D K SD DS fi F 0 F A R 4P4T B F onooczxo � 3P3T M OS 5� A B F F L 0 B A M p�� „a �� a 8P47 M F B A )fX)( Q7IX - p _ N 2P2T c N �c�xra B F 3P3T P M � M w so A B F N07E5 �O r._�_...-�.+.N.a � �_ A ,�,,,_ U „ 4PZT � M 7)ry11VpA1UM OF(8)EIGHT PANELS UP TO 96'FHAME HOGHT � p �� 2�MNCIMUM OF(4�FOUR PANEL CONFIGURATION FORFRAME - HEIGHTS OVER 9S•AND UPTO�20' 4P2T R P rypTqyp��pg� 3)MAXIMUMbOORFR4MEWIDTH(EICCLWINGPOCKETSIF - C M B F � APPLCABLE)LSLIMITEDTOA8741HE o�ao 6P3T e F � � c M 4PLT M _ � A NOTAVAILABLE �� C N %)OOC D �( 9 F e F 8P4T B F B F B F A M C M 4P4T � � M p U U �� A1 OS DS Sp S� A %%X% %x1U( � K ' B F 4P4T B F P R - J J M A U U `��1111111/l/ 67 D9 DS SD sp A /� \��ON.�•"""•A//�� /�, Rovl�eCHy; Dab: qaMsyr. xrzs0 O�ooc Lj ��'�..•'�,�CENSF •-F�Q � L D � o INTERIOR � *: No.S&705 '�* ' R°"�0�` °�' �O1 F P R B ' ' . � 5P3T R P — � � �o SCREEN o�o eGREEN EXTERIOR �"•., a c 3[1a_ ;�c�, � SA PLE CONFIGS AND PANEL NAMES ROSOWSKt L 0 � p � � •. STATE F • <(/� SP3T M F NO A M N� 8 A � ',��S�ONAL��C`��\ 10 N��OG�Y057VE 7ifle: OHb: sca�r� sca�r, '�rr,,,,��+�'� NOKOfAS,FL34D4 VINYL SGD INSTALLATION GUIDELINES 11/18/10 �a« x�oc�c s�n�a+�c sca� sn.�t o,a��o. rwr A.LYMJ�58 OS PE C�RT OFAU7H.Y29?� 470 NTS 12 OF 13 FLA-SGD47�-01 � IMERLOCK �� LQCKSTiLE F lNTERLOCK �� IEdTERLOGK C` tNTERLgCK �^^^��^'� ASTRAGAL R FfXED 6�3� StNG�E i,.� SIN�LE �j� SINGLE � �c�CKSTt�E I�..�.,,..•� DOU81.E LOCKSTILE .INTERL.00K IN7ERLOCK WTERLOCK �K'fEt��ocK T ASTRAGAL FIXED K 51NGLE es� J LoCKSTitE t��w�C� AS7RAGAL (BQX OIfF) OlfT LOCKSTILE INTERLOCK l-OCKSTILE S D SINGLE �-�� DOUBLE T ASTRAGAL F{XEt7 � AS7RAGAL �� NTERLOCF( INTEf2LOCK (BOX IN) 1� LOGKSTILE t � flUT �g�KSTILE 60X OUT A DOUBLE �-�„�^�+�N,� LOCKSTILE tt�3"fERLQGK S FIXED � ASTRAGAL U ASTRAGAL LOCKSTILE (BOX dUT) �-�CKSI'Ii.E �� OUT (gpX IN) IN lJ ABTRA�AAL ��+wwv..�C� LOCKSTILE S FIXECI �_� ASTRA!CaAL � 51NGLE �� LOClCSTILE {BOX EN} �-OGItSTILE IN lNTERLOCit D� DOtJSLE �� StNG�E INTERLOCK INTERLOCK (BOX OUT) AL D �-a�KSTILE SlNGLE INTERLOCK OUT IN7ERLOCK y�pT�A��ApPLYT02,9ANDqTRAGK CONFIGl1RATIDNS, 2�SEESNEETS 2-0FdRANCHflR L4CATfON&SPRCIFiQ. ASTRAGAL SINGLE J ASTRAGAI. 3)SEETA9lE3283N]R LR � LQCKSTILE --.- aE�NFOr�cEn�er,rr�au�rz�nnErrrs. {BOXOUT} �� [� INTERLfJCK tgpXOUT� OUT 4)CDNTiNUOUSANCHORPU1TE,flEMgB, IS REOUiRED ATAtI FRAtdE ANCHOR �OCRT10N8. N ASTRAGAL �� SINGLE �I LOCKSTti.E ASTRAGAL (BflX tN} �N INTERI.00K (BOX IN) IN �',,,� SShl��E ASTRAGAI ,��yt�rrrr� (BOX IN) IN7ERLOCK IN �� 4 �i a�er• � ee�aewF ^ .` oN�........!N/( 'i,' �� `w 4�'��.'�,10ENSF '�F.f>�: INTERIOR �p�8r � �`"� B SINGL.E e��c� SINGLE = w,� No,se�os �* : INTERLOGK INTERL4GK . Q •`�_ � c�+a�: �"'�' EXTERIC}R ��i�'. �eI��:'�; PANEL TYPES .I RC�S0INSKI +�'C�'' FCORIOP.•'��,��: fON.YENICELFL34TfRIVE TT9s � M °��==� SlNGLE '�'•`SS/pNALE'�'i.� Po.eox:�s VINYL SGQ INSTALLATlON�UIDELtNES 11/98/1p �OCKSTIE.E IM'ERLOCK �'J�,i��i��iti�� xoxo�trsFCaa2�a �,mrmm: s�ra: sr�r n,a.+„�+�a a�: ALVNNLfILLERP.E �T�F�a� q.70 NTS 13 OF 13 FLA-SGD470-01 P.BJI 58705