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20-22697
---------- CITY OF ZEPHYRHILLS 5335-STH STREET (813)780-0020 22697 BUILDING PERMIT` W.- 'Permit Number. 22697 dress:6329 HUNTINGTON DR Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SILVER OAKS Est Value: Parcel Number. 03-26-21-0120-00000-0920 1 Improv. Cost: 3,406.70 8 j N Date Issued: 4120/2020 Nam LDS, DSON&CAROL Total Fees: 90.00 Address: 6329 HUNTINGTON DR Amount Paid: 90.00 ZEPHYRHILLS, FL. 33542 Date Paid: 4/20/2020 Phone: (613)715-2225 Ile X01 ! R W-WiffHOME CENTERS 90.00 i -7K ".2, 1. AM N'Ctff,Cod FOOTER BOND x DUCTS INSULATEP_�SEWER j misc. ROUGH ELECTRIC LINTEL, MISC, I misc. 1ST ROUGH PLUMS I PRE-METER t INSULATION WALL— misc. WATER MISC DRIVEWAY DUCTS INSTALLED i PRE-SLAB -Pnrj-.rHING MISC. r misc. CONSTRUCTION POLE I FRAME misc, misc. Rff TION FEES:(ijWl—th-iiiipedto—Rein—spiction fees wl k6mply with F1 N§PEC ori a Statute$53.80(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 1 may be found In the public records of this county,and there may be additional pennits required from other governmental .........------- entities such as water management,state agencies or federal agencies. 1 "Warning to owner: Your failure to record a notice of commeneelment may result in your—pay--l-ng--—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" Com ------------- plete Plans,Specifications Must Accompany Application.All work shall be performed a in cwrdance with City Codes�and Ordinances.NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CO C R SIGNATURE PERMIT 06ffij k PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER �,;, •'•. ':. . aaye�nsWardlSlst!IBn fi -•'�"'"� �, £ZOZ�o'iitP:s321l� � ' oBZ �g NolsSIWWoo AW '� . ozo 3aN3tltitl 1 • QI '�� :P�Pad P wwW �llauow v.oe�go�a:ey o+w 1lo O wu co ummq4pumad wow vw low+ snwowa•a ssr► ,,,�� `si` Q�i1►� p APAWDer. �QVOj lOams [(�a IIp+QiQl�fl - t�1M+�ti�ilAM�IItRw�' �ftwa►lio A 7wRiA0iMwli.� do 33M NM 3a ]i!!Oa►JN�13�139 AMDUV W Zia U90N91 MWA HLVA 2";i1I WO'>r tgXftl+Rd tii1/M 4OLL OeM n OA 3I .LSHU 3H.L 3aod3s 3w Got' 3RL W Q9=d mw 3_s I" d0 MUM V AlNdd Ud?l<10A QL Wd 30LOAL W"Vd #l16A 141 W43 t!n/'s3LMVM V�CS110 U It'M MOUOM'1 AWd'CU%W dAC 2i301 bd 3llf Li 1+l37[ ClO d0 MtM 3 U 40 NOiLVl IAG 3 U NUN MOM 31U.AS 3aV;t+l SiN3ltJl d Aw (ice q"wmx'lw m BLOM WP GM UA m wt i qUaP*MwQ)VAvAmUWJX COP awm awq l I ' Id"N1 18!PWId'(mll l'Ci�E t+IDMPIad,0 N wm GOP*%**"pow 03 uuarid fir' .. IV ,�`:.Mo�llQ�+1 PlPi�+�!�prwuiM iq�Mlt aop�J!��oM n111g1�miy M�trO�9 PuM40 iR►�Q+NA ulfiiA> d *0�4�w @NAM !"«q i)ALMM •G Mlrl ai0l LLlW7 1 . . twwlQs �+ro u !!? uiRL +M3 ' - �4�ado�d y i�K'►iW . 3#il04"PLOR Miw11v of Y/ilW�1/313mM0 t ' '�• ww�lL,as�x3o a ='. . 92fl��'0��� . «gyp b• '� m"Mws •cu jron&o&W oou.pxm.q r !OAP APJ04 PWAFMOM ter. a11*++d :nwlu."VuLwd lN3vj33N3wwv3 JO 331lON aVI IV iapojidwoo V Kjal3 AlunoO oosed`'bs3'sajMo;-zaJeAjV PMIN oo*o:ll 000/•a:SC �o*o/•o�L,oaj EL65g1Z=�lgWg00ZOZ#'isNl t 10 aSed 7 L Od V V M }t8 80 STATE OF FLORIDA,COUNTY OF PASCO � •-° �` � THIS'IS TO CERTIFY THAT THE FOREGOING IS A TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFIC WIT SS MY HAND A ID OFFICIAL SEAL THIS P DAY OF �`l 2 NIKKI AI .AREZ-SO VLES,CLEF K &COMPTROLLE BY r R DEPUTY CLERK ' Date Receive.dl i 3 GC/GV Phone Contact for Permittin �at� _��7.6$•q a f'e�'�� xxtaxxrxErt�xm :®7�i: ZtL =rT = Owner's Name I R�IJm Jiti(S' Y� Owrier Ptione ISIU ber Owner's Addreso C 6_30 14ci4di 1ar3—Will$ Owner Phone Number 1/3— 7/S=-2_=4 Fee 8Imple 1'Ittetioicrer Name! C ! � �' �s�� Owner Phone Fee dimple Titletlolder Address JOB ADDRESS i �_+to1424 !i4ury'�';N9Tonl p�R Ze.Pt+�Ri►t`us _F 3"lSy�.� LOT# suBraivtstoN L � A 614;t S, PAReEL tD#�=U. -x .-dL2Lf2(OBTAINED FROM PROPERTY TAX NOTiCIi). WORK PROPOSED S NEW'CONSl'R C;ADD/ART . ,] i SIGN '_= : C`i ,DEMOLISH El, INSTALL ' I I REPAIR I PROPOSED USE! SFR C comM- C-� ` oTTH4Ft TYPE:OF C;ONSTRi1C'rION BLOCK i� FRAME. C�'� STEEL DESCIRiPTION 01-WORN: C � � '�' ',�" � I �`S7d•2 _ r� I 3UiLDiNG SIZE: ISQ FOOTAt3E: HE It3H r' zx��a�raa�x�xc�c r.�cExx�E�xtx��r�r-u�zxru�t�tr.� ;ta�i�� a�i�ca�t �uzuxa [ ]EyUIL101Nt3 3Y06. 70 VALUATION OF TOTAL.CONSTRUCTION , [_7E:LI_CTF6('AL. ($ —�� AMP SERVICE FIRPGRESS:ENERC)Y:' C. W.R.E:.C. Lly � [._71VIECHANICAL $ VALUATION OF MECHANICAL-'iNSTALL.ATidN [_ GAS R06FING SPECIALTY C_] OTHER INISHED FLOOR E:LEVATiONS FLOOD ZONE AREA =]YES 1 NO I " ti tti-tti ti't t i-t Ftt-tittf ti tt (t It .......ti'tt ttl I-t t;t-H t1tf-HHttf H+H_H ttzH "H tit 11 ltH+11ifff tfi-I1i FH-Hit +H*H-i UILIDER _ Gt)MPANY Epp►. 146nie, Ce TP-fZ, LLL _ IGNATURE � oNi`ti XIZ0 REGISTERED /�tJ F-E CURREN Y JY(Pr 1 .i ,address scot -181 C) :tA 9c. '32Q7�t L.IcenE#e# C�� 15*0���f/.7 _EC.'1'RICIAIV Gt)MPANY GN.ATURI:. REGISTERED Y/ N T FEE CURREi< A+ddress �.� License .UMBER i COMPANY ���..._.. 3NATURE _(_� 1 REGISTERED. Y J N T_ F 1H CI' URREN Address [_i - Llcense# :CHi4NICAt COMPANY `sNATURE: _ _ REGISTERED Y.'/ N r FEi CU}2REA Address [_f _ Liconb�# HEiiFt I i i I COMPANYC _o1N,4TURE —_____� ________ REGISTERED Y! N r . Fr_EE cuRREn Address L_��_ _ License# .__.,.� Hi-tttiii�i�th}i t1tl��t t 4 Hat H+H-11 hh1 111 t f 1.141 f+H+1-t-H-ttf Ff li-Hi�t�t+ti ti t1 ti+HF H-Ft�t-Fi-t�Ft1•t+t-i-Hf H, i F till t-t-i E t t tti-tiiii+t H tt1 H tifii hat SiDtENTiAE. . Attach(2}Plot Pions;(2)'sets of Building Plans;(1)set of Energy Forms;,R-O-W Permit foi.-new construction, M(hlmum ten(10)working)days;after submittal data, Required onsite,Construotlon Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&1 duinpster,Site Work Permit for subdivtslons/large protects MtnERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1),set of Energy F'orms'.lR-O-W Permit for new-cbnstruction._ Minimum ten(10)working days after.oubmittal date;-Required onsite"Constructlon Plans,Stormwater Plans w/Silt Fence Installed, Sanitary Facilities&1 dutnpster.Site Work Permit for all new projects.All=mmerclal requiriements must meet-compliance N PERMIT Attach(2)sets of I3ngineeired Plans. "ItIPROPERTY SURVEY.requlred for all NEW construction. XtxzSLCL%�ZI73xtIt�CiZ77�i1�tlLt�i�Iu7»tg:' 1�CLl�l �ll:p�'**TM'r'w''� �f2E tctlons; Fill out applicatlon completely..: Owner&Contractor sign back'of appi[oatlon,notarized- llt over$2500,it Notice of Commencement is required. (A/C upgrades over$7500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same :R.THE COUNTER PEEIRIMITTING (1=ront of Application Only) ,of=,if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) DrIvewayps-Not over Counter if on public'Toadways-ri0eds ROW NOTICE! OF DEEiYREESTRICVIONS: Tliel uridersigneci understands that this:perr tit may be subjoct'to "dta(3di' restric;tlons" which may be more restrictive than County regulations, 'The undersigned assumes responslbility fu-r compliance with any applicable deed restrictions, UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSI91LITiES: ' If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required ;by law, both tho owner and contractor may be cited,for a misdemeanor violation under state law. If the owner or intenrd!sd contractor,are uncertalh as to what licensing requirements rriny lapply for• the intended work, they are advised to contact the Pasco,County Building Inspection Division—Licensing Sectiol at 727-847- 8009. Furthermore, if-the owner hai> hired a contractor or contractors, he Is advised sto; have the contractors) sign portions of the "contractor Block`gf.this. capplleation-for which they;will be responsible. If you; as the owner• sign ,.as the contractor, that may be an indication that he is not properly licensed and is not entitled. to permitting privileges in 'Pasco County. TRANSPORTATION iMPACTIUTILit S IMPACT AND RESOURCE RECOVERY FEES; The undersigned Lin,denitands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,jchange of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 189-07 and 90-07, as amended, The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting, It Is further understood that.Transportation Impact Fees and Resource Recovery Fees must: be, paid prior to receiving a "certificate of occupancy" or final power release; If the project doe's not involve a certificate of occupancy or final power release, the fees must be:pald prior to permit Issuance. Furthermore, if Papcca',Cobnty Wateir/SEMier Impact fees are due, they must be paid prior•to permit issuanco Ili accordance with applicabli3;Pasco, County ordinan;ces.. CONSTRUCTION LIEN LAW (Chapteir-7'13, Florida:Statutes, as amended): If valuation'of work is $2,600;00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida,Construction Lien Law•Honleowner's Protection Guide".prepared by the Flo,ridta Department of Agriculture and Consumer Affairs; If thwapplicant Is someone other than the"owner", I certify that I Have obtained a copy of.the above described do6ument-and promise in good faith to deliver it to the"owner" prior to commencement, CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the Information In this application is accurate and t:fat all work will'be done in compliance with all applicable3 laws regulating construction, zoning and land development. Application is hereby made to obtetin a permit to do work and installation as Indicated. I certify that no work or Installation has commenced prior to Issuaance of a permit and that all work will be peri'ormed to meet standards of all laws'i regulating construction, County and City codes, zoning regulations, and land development regulations In the jurlsdictian. I also certify that I understand that the regulations of other!gove�nment agencies may apply to the intended work,:and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies Include but are not limited to: Department of Environmeintal Protectlon-Cypress Bayheads, Wetland Areas and Envlronmentally Sensitive Lands, Waterf Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & �Rehabllitative Services/Environmental Helalth Unit-Wells, Wastewater ,1-rEratnaent, Septic;Tanks. US Environmental Protection Agency-Asbestos abatement, Federal Aviation Authority,Runways, I understand that the following restrictions apply to the use of fill: Use of fill is not allowed In Flood Zone "V" uniess.exprpssly permitted. If the fill material Is to be Used in Flood Zone "A"; It is understood that a, drainage plan elddressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida, If the fill material Is to be used in Flood Zone "A" In connection with a permitted building using stern wall construction, I certify that fill will be used only to fill the,area within the stem wall; If fill material Is to .be used In any,area, I certify that use of such fill will not adversely affect adjacent properties.' If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for. lots less than one (1) acre which are elevated by fill, 'an engineered drainage plan is required, If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this afflclavit prior to commencing construction. I understand that a separate permit:may I?e required for elo91 trical work, plumbing, signs, wells, pools, air conditioning, gas,, or other installations not specifically included in the application. A permit Issued shall be construed to be a license to proceed with the work and not as authority to.Violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Buildirg Official from thereafter requiring a correction of errors In plans, constructlon or violations of any codes. Every permit Issued shall became invalid unless the work authorized by such perrnit Is commenced within `six months of permit ISSUance, or if work,authorizzed by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced, An extension may be requested, in writing, from the Building.Official for a period not to exceed ninety (90) day`s 'and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the\job is considered abandoned. — >1-10 .FA!LURE TO RECORD-A NOVICE OF-COMMENCEMENT.MAY RIia�UhiT'IIV YOUR wiw r•.an�i`•+r�-�i R/![[CB V(16117 �[1'll_ i PAYING TWICE FOR IMIPROVEMENTS TO YOUR PROPERTY.: IF YOU INTEND TO OEBTAIN FINANCING,;C(7N:iilJL T WITI�YOUR LENDER OR AN ATTCJRNEEY BEFORE RECORDING YOUR NOTIGE OF COMME?iV(:EMI FLORIDA JURAT(F.S. 1;7.. ) 1 QWNIER r AGENT, CONTRACTOR. — Subsod ed and swore ofirmed ore me lh s subscribed and swot (ot' ) e re thl VVho Islare personally known to me has/have produced Who Is/are pe s nally no mt3 o s/hav© tification. as Identlfrcatlon, _ _ — _—_ as Iden I I L2 _.._Notary Public —Notary Public -- Commission No. _ Commiss on No_ _— - ----- Namct of Notary typed,printed or stamped Name of ?o. "kti�: .i�1G4tJELf1?S BQvi:� A s,=%cnul�issipp�G��7v a s• City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: Q ujt1"-� Lowmf G Date Received: �3 Site: Permit•Type: Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ This comment sheet shall be kept with the permit and/or plans. Kalvin Switzer—Plans Examiner Date Contractor and/or Homeowner (Required when comments are present) i . Q Plan Review Windows & Doors , 1), Need. manufacturing i.rTstallation specifications: 2) Must meet sections.R308 and.11612 of the,201.7 F.B.C. 3) If windows are to be installed inside the historical district,they will need to be approved by the.historical_committee. 4) No other Work Shall.be permitted (framing, plumbing; and.mechanical) unless:Oth.erwise specified: 5:) This is for replacement(glass for glass) only. If you wish to change from screen or vinyl windows:to glass,then additional information is required: 6:) All windows to wall conhections.shall be left visible for inspection. 7) All labeling and stickers.shall remain on windows until final.inspection. 8) No work shall start without permit first. `!!T `��.i!.!$••.:�ifS�V'.7i7:'Q,IX+7••'-�`;`��1%;'.�'`�iTl1.�!�.;�.Y,�,.��'JM�M�► ►jJs��/Y0.Y;OiHV!,' .irr_�Y��w,.n ..�,',.a +w;yia';Oo� P 4lo e3ir6;Ue:oi "a 0610j i� q� iu1�M�.`If �y'' PN►axd-�?eaia st41 - �ssMoll!o}'.se�§jei�p•ublje{duioa �e : t;�le�i`{sap�e�:eBU'. '.. '8 ii .,. ,:, i"1�i� ::$:;:,'•�eBu uaa`diiia"Q-Uetua s ':'anus& ie,' .,.:.,.ou=s=�a ':ub�� ��::�'u s`ns� . =ea s�= a .. ,:,-EiaP::!i°iif3l; :w�;- :,,,": l ! 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ReIN tiab:ilt Q S':E:Pri inn works :; et:,:.- i'ndows C rnp`l e..te;a:n'd` Fa:x ao arsa l,lerl. Customer.,;; :,.. .. st4r� i Phone hom e 1- • Pone(cell).; Ph'one.�otiier)a. hit; :-►:r: ;: .. »: !-: 1� 3; Install:Add['ess �Direc#ions;; i 1. Draw.th'e walls:vrihe:�-e wi-,dows_-_ re<p.e'ing replaced:::an`d labe'I;tf7e.rn firont=b ; k:L side:or:Raid (as:.seen, ro.m`the:=st're.et); i ; 2. Draw the.:windows: hat;are:bein rep.la:ce'd:on'-each;wall:drawng: 3. Place a capita( letter,:beside eat..: window in`-the drawing Windows=wit��.'ai �same;=dimension's: . wi,ll.have;thesame-Itter. Com.p;,efe,:tlieinf o'r.mat�othenextp�a;ge usngith:e:cor-:resp:onding= Fro"ritj i i . i Left i Back i . . i - FRQ•u.7 Right i BCIS Home Log In User Regis ration Hot Topics Submit Surcharge Stats&Facts + Publications ; Contact Us� BCIS Site Map Unks I FSearch'.� Honda ! s Product Approva USER:Public User ' ut I 1 d�basetn peps . S%�sou�4'g��m I Product AooroW Mertu>Product o Application Search>Aoollcation Llst'>Application Detell Application Type. New Code VIer( sion 2017 Appliciitiori Status Approved { *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Q i Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella,IA 50219 (641)621-6096 pellaproductapproval@pAkko oRl(SHAU,COMPLY WITH PRE!/AIII�RG CODES FLORIDA BUILDING CODE; Authorized Signature TROY @pelARRtbfarrla.com NATIONAL EL' CODE.- AND THE Ci7Y OF 2EPHYRNI Lq ORDINANCES Technical Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND,OR 97230 (503)405-9176 tbfarr@pella.com Quality Assurance Represt ntative Pat Bortscheller REViEW Address/Phone/Email 102 Main Street C��I-�� DA7'� ►'1/IR Pella,IA 150219 -100 I i QF ZEP �O9n (641)621-1000 �� RHIL. [U EXAMINER P]Bortscheller@pella.com "`^�V INER Category Windows V Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturer Association Validated By Charles Pagen,Fenestration Technology,LLC CI Validation Checklist-Hardcopy Received Referenced Standard and (ear(of Standard) Standard Year TAS 201 1994 . TAS 202 1994 TAS 203 1994 Equivalence of Product Sti ndards Certified By Florida Licensed Professional Engineer or Architect FL26570 RO Equiv EERNo2537 RevO Series350SH-HVHZ ss odf 1 Pro0uct Approval Method Method i Option A Date Submitted 03/30/2018 Date Validated 04/02/2018 Date Pending FBC Approva 04/04/2018 Date Approved 04/10/2018 Sumniary of Products i FL dodel,Number or Name Description 26576.1 ella@ 350 Series HurrlcaneShleld@ 36"x 71-1/2"Vinyl Single Hung Window mpact-Resistant Vinyl Single Hung indow Limits of Use Certification Agency Certificate Approved for use in H HZ:Yes FL26570 RO C CAC CCL for SH 411-H-1430.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/29/2022 { Design Pressure:+80/85 Installation Instructions Other: FL26570 RO II PELLO029 RevC Ser1es350SH HVHZ ss,ndf { Verified By: Robert J.Amoruso;PE FL PE No.49752 Created by Independent Third Party:Yes { Evaluation Reports j FL26570 RO AE PERNo2537 RevQ Series350SH- HVHZ ss.odf Created by Independent Third Party:Yes 26576.2 ella®350 Series HurrlcaneShield0 52-1/4"x 77-1/4"Vinyl Single Bung Window mpact-Resistant Vinyl Single Hung indow Limit's of Use Certification Agency Certificate Approved for use In HVHZ;Yes FL26570 RO C CAC CCL for SH.411-H-1430.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/29/2022 Design Pressure-+60J 65 Installation Instructions Other: FL26570 RO.iI PELLo029 RevC Series350SH HVHZ ss.odf Verified By: Robert J.Amoruso;PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL26570 RO AE PERN02537 Ravi) Serles350SH- HVHZ ss.ndf Created by Independent Third Party:Yes 26576.3 ella@ 350 Series HurricaneShield0 44"x 78"Vinyl Single Hung Window mpact-Resistant Vinyl Single Hung indow Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL26570 RO C CAC CCL for SH 411-H-1430.odf Approved for use outs de HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/29/2022 Design Pressure:+60/65 Installation Instructions Other: FL26570 RO II PELL0029 RevC Series350SH HVHZ ss,ndf Verified By: Robert J.Amoruso,•PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL26570 RO AE PERNo2537 RevO Series350SH- HVHZ Ss,Rdf Created by Independent Third Party:Yes 26570.4 ella@ 350 Series HurrlcaneShield@ 41"x 84"Vinyl Single Hung Window mpact-Resistant Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use In HVHZ:Yes FL26570 RO C CAC CCL for SH 411-H-1430.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 09/29/2022 Design Pressure:+60/65 Installation Instructions Other: FL26570 RO Il PELL0029 RevC S,eries350SH HVHZ ss.adf Verified By: Robert J.Amoruso,;PE FL PE No.49752 Created by Independent Third Party:Yes Evaluation Reports FL26570 RO AE PERNo2537 RevO Serie1350SH- H_VI Z ss,adf Created by Independent Third Party:Yes i i . • Contact Us::2601 Blair Stone Road,Tallahassee Fl.32399 Phone:SSO-487-1824 The State of Florida Is an A VEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Fjorldallaw,email addresse.,are public records.If you do not want your e-mall address released In response to a public-records request,do not send electronic mall to this entity.Instead,cc ntact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,eff live October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one The emalls provided may be used for official communication with the licensee.However email addresses are public record.*lf you do not wish to supply a personal address,please provide he Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter j 455,F.S.,please click e e. Product Approval Accepts:ON 0 M i � �j i i i i PELLA CORPORATION , o a co SERIES350 4-1/2" VINYL SINGLEgUNG WINDOW IMPACT' U =LL a� _ u F GENERAL NOTES: "STALL MONANCJSORAGE DETAILS ' o^ w� a INSTALLATION NOTES: 0 R S$ R o 1'.THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE DESIGN PRESSURE(S)STATED HEREIN AS FOLLOWS. 0. I.I. IN COMPLIANCE WITH THE CURRENT EDITION OFTHE FLORIDA BUILDING CODE-BUILDING AND RESIDENTIAL VOLUMES. 1.PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT. S 12. PERFORMANCE STANDARDS: ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM, 12.1. 'TAS'201-94,LARGE MISSILE IMPACT BRICKVENEER AND SIDING. - - 122. TAS•202-94 .. 12.3. TAS 203-94 2.SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR,ANDIOR MANUFACTURER'S co ANCHOR SPECIFICATIONS,INCLUDING MINIMUM NOMINAL SIZE,MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM i-J Z 7-THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT NO.ESP010157PMADE, EDGE DISTANCES. _ 'j:F o DATED SEPTEMBER 29,2012(REVISED 1229/12)AND ASSOCIATED LABORATORY DRAWINGS BY ELEMENT MATERIALS Z ZZ o LL TECHNOLOGY,DES MOINES.VL TESTING WAS CONDUCTED TO TAS 201.94,TAS 202-94 AND TAS 203-94. 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE 0 ¢� O EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. a 3.THIS.PRODUCT.EVALUATION DOCUMENT.IS FOR USE IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ).,._ ,.-_ ___- --- - --- - -- --- -- - _ - _ _ - - .. p0 22. MINIMUM EMBEDMENT SHALL BE BASED_ON PENETRATION INTO MAIN WIND FORCE RESISTING SYSTEM SUBSTRATE Z 4.ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I MASONRY,2X FRAMING AND METAL FRAMING SUBSTRATES AS A MAIN 3 m WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE 3.SEE SHEETS 5,6 and 7 FOR SPECIFIC ANCHOR INSTALLATION DETAILS. < Z Z FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS ,a THE DESIGN PROFESSIONAL OF RECORD FORTHE PROJECT OF INSTALLATION. 4.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. W w=y a N O �WNJF cC 1-: 0:AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 5.THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE(ED)AND THE MAXIMUM ON CENTER' 0�$Cw9 Z z STRUCTURE BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR (O.C.)SPACING PLACEMENT OF ANCHORS IN ACCORDANCE WITH THE TABLES ON SHEET 3.END DISTANCES AND O.C. a W<Z o REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. SPACINGS LESS THAN THAT SHOWN IN THE TABLES ON SHEET 3 ARE ACCEPTABLE. - N O 0 5.1. SEE ADDITIONAL NOTES ON SHEET 3. g a' 6.WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THE FOLLOWING IMPACT QQ PROTECTIVE REQUIREMENTS ARE MET. 6.MAXIMUM ALLOWABLE SHIM THICKNESS IS 1141NCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.SHIM(S) J IL S¢ p- 6.1. HIGH VELOCITY HURRICANE ZONE(HVHZ): SHALL BE CONSTRUCTED OF WOOD COMPOSITE,HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL a C4 y tl 6.1.1. LARGE MISSILE IMPACT REQUIREMENTS AT HEIGHTS UP TO 30 FEET ABOVE GRADE.* �? 6.1.1.1. THESE WINDOWS MEET LARGE MISSILE IMPACT REQUIREMENTS OF THE CURRENT EDITION OF THE FBC AND DO 6.1. FOR BLOCK FIN&FLANGE FRAME INSTALLATIONS,SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR U o A NLL OT REQUIRE USE OF AN APPROVED HVHZ IMPACT PROTECTIVE SYSTEM.SEE NOTE 3 ON SHEET 8 OF 14. WI O 1$e5 6 SMA MISSILE IMPACT REQUIREMENTS AT HEIGHTS EXCEEDING 30 FEET ABOVE GRADE: 7.FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. to c• .1.2. 3 6.12.1. THESE WINDOWS MEET SMALL MISSILE IMPACT REQUIREMENTS OF THE CURRENT EDITION OF THE FBC WHEN M Z Ne g GLAZED ON THE EXTERIOR USING SAFETY GLAZING AND DO NOT REQUIRE USE OF AN APPROVED HVHZ IMPACT B.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURERS INSTALLATION �_r e I .f PROTECTIVE SYSTEM.SEE NOTE 4 ON SHEET 8 OF 14. INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM rw g & I p 62. WINDBORNE DEBRIS AREAS OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(NON+IVFR): STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2. Z 62.1. WHEN INSTALLED IN LOCATIONS WHERE NON-HVHZ WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST,THIS w E PRODUCT DOES NOT REQUIRE USE OF AN APPROVED IMPACT PROTECTIVE SYSTEM. 7.SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. TABLE OF CONTENTS B MATERIALS: —SHEET— SHEEPDESCRIPTION 8.1. WINDOW FRAME MATERIAL-VINYL(PVC)PER CURRENT MIAMWADE NOTICE OF ACCEPTANCE(NOA)COMPONENT 1 GENERAL NOTES,INSTALLATION NOTES&TABLE OF APPROVAL FOR QUANEX BUILDING PRODUCTS CONTENTS ' 82. LAMINATED GLAZING INTERLAYERS PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE(NOA)COMPONENT APPROVAL 2 ANCHOR SCHEDULE FOR THE FOLLOWING. 82.1. ."Z-'4AY TFtOS:FOL PVB CLASS i%v rFRLAYE..R f.-ATEPJ'L iivSTALLATi0i4 REQUiRcmuv7S AND DP CHART RCDmIJ.a,nan�w,P.E F1cciEe P.E.Na 49752 9.GLASS MEETS THE REQUIREMENTS OF ASTM E130DOA 4 ELEVATION&ANCHOR LAYOUTS 10. DESIGNATIONS'X'AND'0'STAND FOR THE FOLLOWING(AS APPLICABLE): 5-7 INSTALLATION SECTIONS )y 'Digitally '-101-X-OPERABLELITE,SASHORPANEL— ----------------------------- --------------8--'------------GIJI7JNGDETAILANDGLAZINGNOTES------- - ----------- _S(gllefl-by-- 102.0:FIXED LITE,SASH OR PANEL 9 BILL OF MATERIALS ,`'11,aFS44N90 RobertJ 11. THESE DRAWINGS CERTIFY THE WINDOW INSTALLATION ONLY.WATERPROOFING OF THE INSTALLED WINDOW IS NOT 'o`,k"ieN eQ'sue +0 VERTICAL CROSS SECTION �' N vu '�o PART OF THIS INSTALLATION CERTIFICATION.THAT RESPONSIBILTTYSHALL BE THAT OF THE MANUFACTURER AND/OR THE � � ,14mOCU50 INSTALLER- - 11 HORIZONTAL CROSS SECTION ' :;' _Date' 12 COMPONENT SECTIONS �20'7"8 02.1;A,; SEE SHEET 3 FOR DESIGN 13 COMPONENT SECTIONS PRESSURES. +a INSTALLATION CLIP DETAIL&CORNER CONSTRUCTION 10:56:58 -05'00' I I i I I I I - i I I i i I i i I i I j I I I I I z x n D M pmmv�x� C y?10DCO �1nmCC00rz - 0Azcros Z U r 1 1 n mzDo0 0 �O m0 z .0 oval m/�'i �o+* 5iot?F PELLA CORPORATION '•.,,+'FEogoao� „}4<.•:.., PROJECT#418-0107 v 102 MAIN STREET ' Ir1 PELLA IA 50219 UPDATE TO STH EIDTION CA p SERIES 350 4-1 2"VINYL SINGEL HUNG WINDOW-IMPACT C (2017)FBC 2117I1S RJA Lnn �i�+ 0 (p �,$$$ /ANCHOR SCHEDULE REvlseo PER MD O V of, O Tp � 'y �9 PJ FPMEDS ORANN BY: DATE-- B COMMENTS GIVIS RJA W C`! C A Q. --- RJA 1/4/13 - - W N: I^ a.�, 9ry e, oRA'"a NQ A UPDATE TO STNEIDTON 311BNS RJA ` W `G PmPRoalcr oEsioxw`ow.uc N.T.S. PELL0029 (2014)FBC - i I ppppx ! Plmr.utA91f!!p REV: SMEE �alron000.RaRnAms1 F, n'.asaJr® O 2 OF 14 RE DESCRIPTION DATE BY BPE CA NO 2M EmoR — _ " c • m w awe O oR m. o- 2' IL o fU. ao 3 � o. W . • z a i£ 0 �o z SO W N J Z m ~ Z ILZQ¢QNK 11 V J�� Y gNW ZLU W a 5 A a Npn Ln 1 Wz 2 uj N "s NOTES: FiceA3 RE No.18752 ---- -----— - - ---- ------------ --.. SERIES 350 SINGLE HUNG WINDOW INSTALLATION REQUIREMENTS Digitally -1 --THIS TABLE THISTABLE LISTS THE FOLLOWING-INFORMATION_--__.______.___._.__.__._—____-_..__..______.__________1.5_,MAXIMUM WINDOW SIZES V�V xx H)TESTED WITH A SELECTION_O_F - - -- -- -- -- r signed-by- 1.1. DESIGN PRESSURE(PSF). DOWNSIZED WINDOW SIZES(W x H)AVAILABLE(SEE NOTE 3). 1.2. END DISTANCE ED OF ANCHORS AT FRAME ENDS AS DIMENSIONED ON ELEVATION DRAWINGS. Z. ANCHOR QUANTITIES AND SPACINGS SHOWN ARE BASED ON ANCHOR i `�4:' Robert J ( ) SPACING USED IN TESTING OR REQUIRED BY LOADING AT DESIGN PRESSURE. `oe`P/ F+9l�o 1.3. MAXIMUM O.C.(ON CENTER)SPACING FOR ANCHORS BETWEEN THE FRAME END ANCHORS ^+og,AnlOfU50 DIMENSIONED ON ELEVATION DRAWINGS. 3. FOR WINDOW SIZES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES _'9�j 1•���.--„ 1.4. QUANTITY OF ANCHORS BASED ON MEETING THE O.C.SPACING REQUIREMENTS. CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND O.C.SPACING s4!re4"of N=Date: REQUIREMENTS. 2018 02,(3_ 10:58.48 "' -05'00' ... , -.. ._.... MAX.-UNIT-WIDTH SE- - - _ TABLE SHEET 3. - HEAD/SILL ANCHOR MAX UNIT WIDTH SEE p ^1 SPACING BETWEEN END TABLE SHEET 3 ANCHORS SHOWN IN ... -.. TABLE ON SHEET 3 - HF/D/SILL ANCHOR m ALONG WITH SPACING BETWEEN END, � ANCHOR Onvmrc INSTALLATION ANCHOR ANCHORS SHOWN IN 6-MAx. 6•wDL SEE TABLE SHEET 2 T�G 3 INSTALLATION ANCHOR q FOR SCHEDULE AND AND 1/A'L ANCHOR GUANW. 6•MAX SEE TABLE SHEET 2 U gw 4 10 TABLE SHEET 3 FOR MAX. q FOR SCHEDULE AND TABLE o= w� o? O.C. SPACING. 10 SHEET 3 FOR MAX. o O.C. SPACING. a a o 6-wx E E G 11 B C 6 11 B C a N a JAMB ABOVE MEETwuE ANCHOR SPACING BETWEEN HEAD END ANCHOR AND JAB JAMB ABOVE MIETRAO. tl 3 `_- a ° �UEETRAL A�R�3 IN O -ba o � A"HEA°D HOR END ACING ANCHORAAND� C D J BF� �. M_ .•� ALONG WTTH ANCHOR QUANW. �. SHOWN 33 IN U 7 din ON ALONG WITH ANCHOR QUANTITY, _ 3° z3 j WUL UNO O W W 2 Z < N U QQ S H ♦-MAX. HEIGHT SEE K K o W� a a a Z y ILA%.UNIT TABLE OL _ SHEET 3 4-MAX. SEE TABLE4- Q z Q¢N Z SHEET 3 �— OT S y< PO OL .WAD BELOW PACT G BETWEEN �rx C J ANCHOR SPACING eETWmL I I'��j yyQ HEAD END ANCHOR AND w taC Y h TABLE ON 5Nt 3 HOR SHOWN IN 11' o9H HAD ENDD AANCCHORB ,� Y a��� t�if AMC WAIN ANCHOR QUANTITY � 19 MEETPALL ANCHOR SHOWN ON 11• a��� „Wd, � ���g TABLE GN SROET 3 ALONG WITH ANCHOR QUANTITY. En N C MAX 6-MAIL g E 1 I -� T 1/4-(WEEP SLOT LENGTH) -4 L 1/4-(WEEP SAT LENGTH) r(WEEP SLOT LOCATION) �-3-(WEEP SOT LOCATION) _ MAK D.L.O.FH/W k OPERABLE MAX D.L.O.EDRED G OPERABLE SASNLE SHE CO/R7Ul1E �IIE1iWE SEE TABLE SHEET 3 SEE TABLE SHEEP 3 SERIES 350 VINYL SINGLE HUNG WINDOW SERIES 350 VINYL SINGLE HUNG WINDOW EXTERIOR VIEW-EQUAL LUTE WINDOW(44-X 78"SIZE SHOWN) EXTERIOR VIEW-CUSTOM SPLIT WINDOW(52-I/4"X 77-1/4-SIZE SHOWN) P---"- A. _•F.E. BLOCK FRAME SHOWN,FLANGE AND FIN FRAMES ALSO APPROVED BLOCK FRAME SHOWN,FLANGE AND FIN FRAMES ALSO APPROVED Florida PZ No.49752 - - --' "`-Digitally- ,. _---'-------------'---------------__----------___------_-_---_---- _-'-__---CUSTOM SPLIT WINDOW-DAY LIGHT OPENING NOTE } CUSTOM SPLITS ARE ALLOWED WHERE LOWER SASH D.L.O.IS SMALLER THAN °t'NM�"4E,"4 Robert J UPPER SASH D.L.O.,OR UPPER SASH D.L.O.IS SMALLER THAN LOWER SASH D.L.O. y9- BUT MAY NOT EXCEED MAXIMUM SASH D.L.O.IN TABLE ON SHEET 3. ` ' ;=:Am so _. _.... E .%= Date: • '-nS�CIt1A�E".�` 20'I802�;13'•- 10:59:00 -05'00' MIN. EDGE DIST. a 5 SUBSTRATE VARIES. INSTALLATION ANCHOR VARIES. SEE ANCHOR INSTALLATION ANCHOR MIN. EDGE DIST. � SEE ANCHOR SCHEDULE VARIES. SEE ANCHOR SUBSTRATE VARIES. VARIES. SEE ANCHOR VARIES. SEE-ANCHOR- °0 SCHEDULE SHEET 2 z z SHEET 2 SCHEDULE SHEET 2 SEE ANCHOR SCHEDULE SCHEDULE SHEET 2 SCHEDULE SHEET 2 v o 0 SHEET 2 APPLY EXTERIOR APPLY EXTERIOR MIN. EMBED. SEALANT MIN. EMBED. o^ o- 0 It SEALANT VARIES. SEE ANCHOR ACCORDING TO VARIES. SEE ANCHOR R � BR o ACCORDING TO SCHEDULE MANUFACTURER'S SCHEDULE IL `o 0 MANUFACTURER'S SHEET 2 INSTRUCTION SHEET 2 > > INSTRUCTION I f -- FT-4-1 D O Qr�O 1/4"_—� O CD Q a o 1/4"—� Q ap INTERIOR SHIM J OBI TA�TE�O SHIM o INSTALLATION CUP 37 ¢a o INSTALLATION CUP 37 �I 3 APPLY INTERIOR SEALANT 3 APPLY INTERIOR SEALANT ^g t 3 p (LOW EXPANSION POLYURETHANE (LOW EXPANSION POLYURETHANE z w FOAM INSTALLATION ACCORDING EXTERIOR FOAM INSTALLATION) ACCORDING o o a EXTERIOR ) TO MANUFACTURER'S INSTRUCTION z TO MANUFACTURER'S INSTRUCTION - BETWEEN THE WINDOW FRAME AND w BETWEEN THE WINDOW FRAME AND 10 BUCK TO FILL GAPS. �'z 10 BUCK TO FILL GAPS. 33 z Q_O(2) #8 x 1/2" TAPPING SCREWS PER SEE GLAZING 36 SEE GLAZING 36 (2) #8 x 1/2'TAPPING SCREWS PER � SU 33 DETAIL SHEET 8 CUP THROUGH CUP HOLES 38 DETAIL SHEET 8 CUP THROUGH CUP HOLES 38 C o w Z Z B'VNSTALLATION CROSS SECTION B STALLATION CROSS SECTION o FIN FRAME,CLIP INSTALLATION W_¢z " BLOCK FRAME,CLIP INSTALLATION S O En g � 5 HEAD SHOWN,SILL AND JAMB SIMILAR C7¢g� m HEAD SHOWN,SILL AND JAMB SIMILAR M >¢ e a. co IL Z A IL �a :t MIN. EDGE DIST. C3 y SUBSTRATE VARIES. INSTALLATION ANCHOR VARIES. SEE ANCHOR y ' 8 SEE ANCHOR SCHEDULE VARIES. SEE ANCHOR SCHEDULE SHEET 2 w sp SHEET 2 SCHEDULE SHEET 2 rr APPLY EXTERIOR r 4 SEALANT MIN. EMBED. J ACCORDING TO VARIES. SEE ANCHOR MANUFACTURER'S a SCHEDULE - INSTRUCTION ——— SHEET i 2 — - FLUSH 1/4� FLANG 35 � SHOWN INTERIOR SHIM !NSTAl i AMON 'UP I.-RA NoeonJ.AnwnEo.PE _ 3 � � APPLY INTERIOR SEALANT (LOW EXPANSION Florida RE Ne.49752 POLYURETHANE FOAM INSTALLATION) ACCORDING C4PtcNpV;44, - - - - --- - ---- -EXTERIOR--�- - TO MANUFACTURER'S INSTRUCTION_BETWEEN-THE WINDOW FRAME AND BUCK TO FILL GAPS. o 10 - - - 9 *^eo (2) #8 x 1/2" TAPPING SCREWS PER 33 ti S ONM.E �c SEE GLAZING 36 CUP THROUGH CUP HOLES 38 DETAIL SHEET B Digitallysigied.by B NSTALLATION CROSS SECTION Rober-T Amoruso ,r FLANGE FRAME,CLIP INSTALLATION Date!?2018.02.13 I HEAD SHOWN,SILL AND JAMB SIMILAR 1'0:59:11 -05'00' 2X WOOD SUBSTRATE 2 INSTALLATION ANCHOR SHOWN. ALSO INSTALLATION ANCHOR' VARIES. SEE ANCHOR VARIES. SEE ANCHOR APPLICABLETO c a a • a 2X WOOD SUBSTRATE SCHEDULE SHEET 2.' SCHEDULE SHEET 2. MIN. EMBED. a 5 o SHOWN. ALSO APPLICABLE MIN. EMBED. STEEL OR ALUMINUM VARIES. SEE ANCHOR VARIES._SEE,ANCHOR- SUBSTRATE._SEE TO STEEL OR ALUMINUM - - - - - -- - - SCHEDULE SHEET 2 °D SUBSTRATE. SEE ANCHOR SCHEDULE SHEEP 2 ANCHOR SCHEDULE v o SCHEDULE SHEET 2. INSTALLATION CUP 37 SHEET 2.' INSTAUCTION CUP 37 H al. e°' wm o >< APPLY EXTERIOR MIN. EDGE DIST. W `cE MIN. EDGE DIST. -+ o^ RE a h VARIES. SEE ANCHOR SEALANT VARIES. SEE ANCHORACCORDING TO HEDULE O g APPLY EXTERIOR SCHEDULE, MANUFACTURER'S SHEET 2 tL o c g SEALANT SHEET 2 INSTRUCTION - ACCORDING TO o m < MANUFACTURER'S INSTRUCTION p p Q o Q o • MAXI 1/4 1/4' MAX. o D SHIM J INTERIOR a o D SHIM INTERIOR o APPLY INTERIOR SEALANT Q APPLY INTERIOR SEALANT J o 3 (LOW EXPANSION POLYURETHANE 3 n (LOW EXPANSION POLYURETHANE n Fm, FOAM,INSTALLATION).ACCORDING . yam, FOAM INSTALLATION) ACCORDING oN a EXTERIOR TO MANUFACTURER'S INSTRUCTION EXTERIOR ---"'UUU To MANUFACTURER'S INSTRUCTION z z0 0 �g BETWEEN THE WINDOW FRAME AND BETWEEN THE WINDOW FRAME AND F . 10 BUCK TO FILL GAPS. 1 O BUCK TO FILL GAPS. z (Do 33 33 " O M(avi SEE GLAZING 36 (2) #8 x 1/2' TAPPING SCREWS SEE GLAZING 36 (2) #8 x 1/2'TAPPING SCREWS 38 m N J O a ~ " PER CUP THROUGH CLIP HOLES O DETAIL SHEET 8 PER CUP THROUGH CUP HOLES O - O F UJ- z DETAIL SHEET 8 a m¢z S CQINSTALLATION CROSS SECTION C INSTALLATION CROSS SECTION c Z-N a 6 BLACK FRAME,BENT all?INSTAUATION 6 FIN FRAME,BENT CLLP INSTALLATION 5>cn H e F[EAD SHOWN,SILL AND JAMB SIMILAR c a z z ul HEAD SHOWN,SILL AND JAMB SIMILAR g' Sa apyy CL INSTALLATION ANCHOR avz VARIES. SEE ANCHOR m 2X WOOD SUBSTRATE SCHEDULE SHEET 2. MIN. EMBED. SHOWN. ALSO APPLICABLE VARIES. SEE ANCHOR 1112 TO STEEL OR ALUMINUM ' ,�+, SUBSTRATE. SEE ANCHOR Y SCHEDULE SHEEP 2 $ SCHEDULE SHEET 2. INSTALLATION CUP 37 APPLY EXTERIOR MIN. EDGE DIST. SEALANT VARIES. SEE ANCHOR ACCORDING TO SCHEDULE MANUFACTURER'S SHEET 2 p INSIRucno FLANGE 35 p Q�D 1/4' MAX. INTERIOR 3 SHOWN SHIM EXTERIOR Q INTERIOR �—APPLY INTERIOR SEALANT Fww,REt400.i97S2 -CHOW EXPANSION:POLYURETHANE.. 10 'i '� FOAM INSTALLATION) ACCORDING 33 ,omePfO.beF144,a s MANUFACTURER'S INSTRUCTION _. SEE GLAZING 36 _9)8! BETWEEN THE WINDOW FRAME AND DETAIC SHEET-8- ---- -- —-- --- --- - - - —----• - C ALTERNATE INSTALLATION :W.E°F -vYa BUCK TO FILL GAPS. ;o�, t0,.- 10 CROSS SECTION ss al ' ''4y�ONPLfi�r` SEE GLAZING 36 C2) #8 x 1/2" TAPPING SCREWS BLOCK FRAME SHOWN DETAIL SHEET 8 O (ALSOAPPLICABLETOFINANDRANGEMAW --DI (tall ssi n'ed b PER CLIP THROUGH CUPHOLES 38 9� Y 9 Y.... C INSTALLATION CROSS SECTION ALTERNATE BENT CLIP INSTALLATION Roberti Amoroso, ,''` FLANGE FRAME BENT CLIP INSTALLATION HEAD SHOWN,SILL AND JAMB SIMILAR G SEE OTHER C SECTIONS FOR DETAILS Date: 2018.02.13 HEAD SHOWN,SILL AND JAMB SIMILAR 10:"0:24-05'00' INSTALLATION ANCHOR m INSTALLATION ANCHOR MIN. EDGE DIST. VARIES. SEE ANCHOR " VARIES. SEE ANCHOR VARIES. SEE ANCHOR SCHEDULE SHEET 2 MIN. EDGE AN c a a`S a SUBSTRATE VARIES. VARIES. SEE ANCHOR .SEE-ANCHOR-SCHEDULE - . -.SCHEDULE SHEEP 2 SCHEDULE SHEEP 2 SUBSTRATE VARIES. SCHEDULE.SHEEP 2 �. . SEE SHEET 2 ANCHOR SCHEDULE- p SHEET 2 # F c F APPLY EXTERIOR U MIN. EMBED. SEALANT MIN. EMBED. APPLY EXTERIOR VARIES. SEE ANCHOR ACCORDING TO VARIES. SEE ANCHOR 0 SEALANT SCHEDULE MANUFACTURER'S SCHEDULE a o W.y o ACCORDING TOHEEf 2 INSTRUCTION 2 MANUFACTURER'S �; _ INSTRUCTION O p o .. n 1/4" MAX. Q ° 1/4" MAX. OL 1 0 SHIM O� LT--D SHIM ¢ N LLLfff a 3 Q INTERIOR` Q INTERIOR Q $ o a �J 3 ?i a Q APPLY INTERIOR SEALANT D APPLY INTERIOR SEALANT o z W EXTERIOR (LOW EXPANSION POLYURETHANE EXTERIOR (LOW EXPANSION POLYURETHANE zU a FOAM INSTALLATION) ACCORDING FOAM INSTALLATION) ACCORDING 10 33 TO MANUFACTURER'S INSTRUCTION 10 TO MANUFACTURER'S INSTRUCTION o z� BETWEEN THE WINDOW FRAME AND 33 BETWEEN THE WINDOW FRAME AND W w so y< o SEE GLAZING 36 BUCK TO FILL GAPS. 17 SEE GLAZING 36 BUCK TO FILL GAPS. o w�.m z DETAIL SHEET 8 DETAIL SHEET 8 a-y¢ g D STALLATION CROSS SECTION D STALLATION CROSS SECTION lz Z-N ^J BLOCK FRAME,THRU FRAME INSTALLATION FIN FRAME,THRU FRAME INSTALLATION t0j HEAD SHOWN,SILL AND JAMB SIMILAR HEAD SHOWN,SELL AND JAMB SIMILAR g o WWa.5 w W AA n .N`,q� ` LL INSTALLATION ANCHOR o Ir y a VARIES. SEE ANCHOR MIN. EDGE DIST. en SCHEDULE SHEET 2 VARIES. SEE ANCHOR w $ � SUBSTRATE VARIES. SCHEDULE SHEET 2 2 �< SEE ANCHOR SCHEDULE "' Ya SHEET 2 MIN. EMBED. APPLY EXTERIOR VARIES. SEE ANCHOR SEALANT SCHEDULE ACCORDING TO SHEET 2 ANUFACTURER'S—Q— —— —— — INSTRUCTION � p Q fQ 1/4" MAX. nSHIM FLUSH R r I� 1" A E FLANGE 35 `( lI�ll�.tll R FWdaP No 49752 3 SHOWN APPLY INTERIOR SEALANT !E aanao PE l - -- - - (LOIN_EXPANSION POLYURETHANE— — ----------------- ----- --EXTERIOR-- -Q - — FOAM INSTAL1AT10N) ACCORDING -- - ---- -- — -- - ----- - --- -'c y signed-by— BETWEEN TO MANUFACTURER'S INSTRUCTION .: 10 33 UCK 0 FILL GAPS. FRAME AND o0} ry a sGo Robert J - SEE GLAZING 36. _� oru 50 oo Date: DETAIL SHEET 8 =� a,:��: ;ti D STALLATION CROSS SECTION 4 e'soN.EH� -201-8 U.'la. 'J FLANGE FRAME,THRU FRAME INSTALLATION ;-P" 10:59:36 HEAD SHOWN,SILL AND JAMB SIMILAR -05,00, GLAZING DETAIL NOTES: . ..... .. .... ...:._.. .......,.. .. .... . ..... .. .. _ . .. :m.- 1. APPROVED GLAZING CONFIGURATIONS(SEE NOTES 3,4 AND 5) o a Cb 1A. G1 =1"OA IGU LAMINATED INSULATED GLASS CONSISTING OF 3 ❑p o THE FOLLOWING FROM EXTERIOR:1/8"ANNEALED-9/16"AIR =0 W G1LL € SPACE-1/8"ANNEALED+0.090"TROSIFOL PVB BY KURARAY ITEM 26 USED AT o p ui p wR qo AMERICA,INC.+1/8"ANNEALED.SEE NOTE 3 AND 5 BELOW. 9 26 a HEAD&JAMBS OF Q� n� a a 1.2. G2=1"OA IG G INTERIOR U LAMINATED INSULATED GLASS CONSISTING OF . UPPER LIGHT ONLY 9/16" GLASS m � THE FOLLOWING FROM EXTERIOR:1/8"TEMPERED-9/16"AIR BITE SPACE-1/8"ANNEALED+0.090"TROSIFOL PVB BY KURARAY' b AMERICA,INC.+1/8"ANNEALED.SEE NOTE 3 AND 4 BELOW. 39 2. SEE TABLE WINDOW SIZE VS.DESIGN PRESSURE ON SHEET 2 FOR 10 3 " a - APPROVED CONFIGURATIONS.ALL SIZES IN TABLE ARE-BASED ON. HENKEL SA POLYURETHANE z TESTED SIZES AND DO NOT EXCEED THE MAXIMUM WINDOW AREA 36 33 REACTIVE HOTMELT GLAZING °z TESTED. COMPOUND z zz EXTERIOR 3. GLAZING DETAILS G1 AND G2 MEET LARGE MISSILE IMPACT 1/8" ANNEALED. 9 z o W m v 1/8" ANNEALED (G1) o��� � REQUIREMENTS AT HEIGHTS UP TO 30 FEET ABOVE GRADE AS OR 1/8" TEMPERED (G2) 0.090" TROSIFOL PVB c z.n z REQUIRED BY THE CURRENT EDITION OF THE FLORIDA BUILDING SEE NOTES THIS SHEET BY KURARAY AMERICA, INC. C3 W CODE. 1/8" ANNEALEDIL a No A8 4. GLAZING DETAIL G2 MEETS SMALL MISSILE IMPACT REQUIREMENTS z AT HEIGHTS GREATER THAN 30 FEET ABOVE GRADE AS REQUIRED- 1" O.A. �� 1gg BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. GLAZING DETAIL 1 & 2 W � 5. GLAZING DETAILS G1 DOES NOT MEET SMALL MISSILE IMPACT BLOCK FRAME SHOWN,FLANGE AND FIN FRAMES SIMILAR REQUIREMENTS AT HEIGHTS GREATER THAN 30 FEET ABOVE FIXED HEAD SHOWN,FIXED JAMB SAME.FIXED HEAD MEETRAIL s" GRADE AS REQUIRED BY THE CURRENT EDITION OF THE FLORIDA SIMILIAR GLAZING DETAIL.SASH RAIL AND STILE GLAZING BUILDING CODE. DETAIL SIMILAR. _ -6—A-MINIMUM-DF_T] O-(2).NEOPRENE-SEMUGBLOCKSWlTH 7o10_9A (SETTING BLOCKS USED AT SILL AS REQUIRED) SHORE A DUROMETER HARDNESS ARE REQUIRED AT BOTTOM (SILL)OF GLAZING LITES MORE THAN 3 FEET IN WIDTH IN SEE DETAIL A/10 ON SHEET 10 FOR GLAZING ADHESIVE ITEM NO. ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA 40 USED AT MEETRAIL. BUILDING CODE. FbrWo PE Nm 49752 Digitally -- --— - --- - -- — --------------- - ---- ---- -------- --- -- ----- - -- ------- .� - -Fsigned by FP w Robert J • coE��ce'Ns�tin�c -'� Amoruso r` 10:59.49 ' 05,00, BILL OF 'MATERIALS. NO DESCRIPTION MATERIAL/VENDOR QTY c 5 o 0 1_.,. JAMB VINYL (PVC) BY QUANEX BUILDING PRODUCTS (SEE NOTE 1) 2 m_ _ 2 SILL VINYL (PVC) BY QUANEX BUILDING PRODUCTS (SEE NOTE 1) 1 `* 3 HEAD VINYL (PVC) BY QUANEX BUILDING PRODUCTS (SEE NOTE 1) 1 f €LLLL 4 MEETRAIL VINYL (PVC) BY QUANEX BUILDING PRODUCTS (SEE NOTE 1) 1 w o m O ' a o� o H 5 INTERLOCK RAIL VINYL (PVC) BY QUANEX BUILDING PRODUCTS (SEE NOTE 1) 1 � w� 6 SASH BOTTOM RAIL & STILE VINYL (PVC) BY QUANEX BUILDING PRODUCTS (SEE NOTE 1) 3 a a 7 SASH BOTTOM LIFT RAIL VINYL .(PVC) BY QUANEX BUILDING PRODUCTS SEE NOTE 1) 1 8 FILLER'BAR VINYL (PVC) BY QUANEX BUILDING PRODUCTS (SEE NOTE 1) 3 ° m 9 BALANCE COVER VINYL (PVC) BY QUANEX BUILDING PRODUCTS (SEE NOTE 1) 2 10 FRAME GLAZING BEAD VINYL (PVC) BY QUANEX BUILDING PRODUCTS (SEE NOTE 1) 4 1 9 11 SASH GLAZING BEAD VINYL (PVC) BY QUANEX BUILDING PRODUCTS (SEE NOTE 1) 4 E 12 SILL COVER VINYL (PVC) BY QUANEX BUILDING PRODUCTS (SEE NOTE 1) 1 0 13 SILL RISER 6063-T6 ALUMINUM 1 0 a O1 14 STILE/BOT. RAIL STIFFENER 6061-T6 ALUMINUM 3 15 INTERLOCK STIFFENER 6061-T6 ALUMINUM 1 3 16 MEETRAIL STIFFENER 6061-T6 ALUMINUM 1 o zy 17 LOCK EITHER AUTO OR CAM f W,�SQv FAUTOLOCK INTERLOCK 20ZCAMLOCK BEfTELI 2 c Z-N 18 STRIKE/KEEPER EITHER AUTO OR CAM c0i 3}o a s AUTOLOCK KEEPER INTERLOCK 2 g g ii? CAMLOCK KEEPER BETTELI 2 a `m l 19 LOCK SCREWS #6 X 1" ZINC PLATED STEEL 1 20 KEEPER SCREWS #6 X 3/4" STAINLESS 4 21 TILT LATCH ASSEMBLY AMESBURY (FASTEK) 2 22 TILT LATCH SCREW #6 X 1/2" STAINLESS 4 wg 23 PIVOT BAR DECO 2 N g6 24 PIVOT BAR SCREW #6 X 1/2- STAINLESS 8 � � b 25 SILL RISER SCREW #6 X 1 STAINLESS 8 - 26 FILLER BAR SCREW #8 X 1-3/4- STAINLESS 10" O.C. 27 BALANCE AMESBURY (BSI) 2 28 BOTTOM RAIL LEAF AMESBURY (FOAMTITE) 1 _29 .STILE-WEATHERSTRIP _S.C.HLEGEL 2 30 BOTTOM RAIL WEATHERSTRIP AMESBURY (FOAMTITE) 1 31 PILE WEATHERSTRIP WITH LEAF ULTRAFAB 32 PILE WEATHERSTRIP ULTRAFAB 2 33 POLYURETHANE REACTIVE HENKEL SA AS REQ'D I HOTMELT GLAZING COMPOUND """1a°r�".dP7' - 34 -SETTING BLOCK - ---------- --- -----PVC SEE-SHEET-13 - AS REQ'D 35 FLANGE VINYL (PVC) BY QUANEX BUILDING PRODUCTS (SEE NOTE 1) 4 FLUSH FLANGE (SNAP-ON) VINYL(PVC) BY QUANEX BUILDING PRODUCTS-(SEE-NOTE-T)- -_-- - ---- --- ?9; EiA E 5/8" FLANGE (SNAP-ON) VINYL (PVC) BY QUANEX BUILDING PRODUCTS (SEE NOTE 1) 36 GLAZING SEE SHEET 8 2 37 INSTALLATION.CLIP . . SEE-SHEET 14 _ AS REQ'D- Digitally�sigried-bys 38 #8 x 1/2" TAPPING SCREW AISI 1018 STEEL AS REQ'D Robert�J..Amoruso 39 14.5MM 9 16' STAINLESS CARDINAL GLASS AS REQ'D Datei`2018.02.13 STEEL SPACER 40 URETHANE SEALANT ADHESIVE MANUS-BOND 75-AM AS REQ'D ' 11:00:06-05 00 NOTES 1 WINDOW FRAME MATERIAL: VINYL PVC PER CURRENT ML1MI-DARE NOi10E OF ACCEPTANCE NOA COMPONENT APPROVAL FOR QUANEX GUILDIN- PRODUCTS 0 0 0 = o 0 0 0 m 0 `f at o _ 3 W � m s� am 8 26 .0I? $ iZ o. IL 0 g 10, �.. AUTOLOCK LOCK SHOWN 36 18 17 CAMLOCK LOCK APPROVED. cL o u. SETTING 5 .. 3 o 0 34 BLOCK 36 a W 10 o a 15 3:z NO GLAZING BEAD LAST 0 o z g INCHES ON EACH END o o ® i=w i w < °' 0 WEEP 19 W-41" � '2amq Zp o I 4 wz-4- o u)clxi ag 16 20 33 gz5 cg� � u oa � as EXTERIOR 11 INTERIOR a Lu v ° a 11 36 11 36 7 IE� SETTING SETTING BLOCK 34 g 34 BLOCK '? WEEP WEEPEn " 12 28 14 12 28 14 31 31 ❑ 13 �3 WEEP V v a WEEP o v D 25 25 2 O � Iv I 2 Q O 30 30Robmu.AmmrAP.F_ FWft PE N0.49752 --_:... ..- - FLUSH.MOUNTED-SASH.UFT RAIL- INTEGRATED SASH LIFT RAIL (ITEM f"Digitally (ITEM NO. 6) SHOWN NO. 7) SHOWN - - - -- -'k,.-signed-bY— ,o2 "s-,'9�. Robert J a>u Amoruso - K_A_" VERTICAL CROSS SECTION _ of ;�W Date: �® BLOCK-FRAME SHOWN,FLANGE AND FIN 169„�a -20T& 2"iT 11:00:27 FRAMES ALSO APPROVED 05'00' c a a a o _.. 7.0' ca a (TYPICAL'-FOR 2 29 1/2"'WINDOW WIDTH:) (SEE TABLE THIS SHEET.) AUTOLOCK/CAMLOCK LOCATION '`r F 'o F INTERIOR (MEASURED FROM SASH EDGE TO W m m ul o _ . 14 6 21 22 24 23 CENTERLINE OF LOCK) W LL a LL 36 FRAME 12 (IN) LOCK LOCATION(IN) � 10 9 a 31 W 8 �Q (� o O >nUr r > ❑ a13 a 291 Z' 4.9' o m < 29 17 27 18 AUTOLOCK LOCK SHOWN o(� U. 32 a o 36 Q l0 z O � o- EXTERIOR _� FQW� O) U Z. 26 aCOaZ� J 4.9- O g is Isgg (TYPICAL FOR < 29 1/2" WINDOW WIDTH.) _j Wa 5N IR (SEE TABLE THIS SHEET.) Lu o vO cn 1 14 6 3s INTERIOR 21 22 24 23cn 22 a y � e o � 31 19 OO c 29 17 0� 27 CAMLOCK LOCK S 9 18 B 11 �a 32 0� 36 d �� I} RobettJ.Amoeno.P.E R------------- ;-------- --— .. - - - -- ---- - - lI Fbne¢P. No.1 lAES Nary, -----EXTERIOR-------- �.`0tg v\G¢NBF�9G moo: ? N 10T52 O 26 . 8 1 O �- STATE OF ?yam E HORIZONTAL CROSS SECTION �4os�4NA�E�t 11 BLOCK FRAME SHOWN,FLANGE AND FIN FRAMES Digitally sig Robert ie'd by ' ALSO APPROVED 'J-Arrioruc'-- Date 2018.02.13 1`1:00:42-05-00- _.. . ` a COMPONENT SECTIONS' .oso - -..._.._ .. ., oso ... --. cb i; n F• WU W•� wU O 2.030 V 1.883� LL E . 1.250 1.250 O O Q�oO � a g V0501070 .070 1.721 1.8581.184 1.1411.745 .070. 5004.500 L3.055 4826L-1.35� 4.500 L.500 3 'tea w o 4.826 z' o z c� w BLOCK FRAME HEAD MEETRAIL , 0 z z o FIN FRAME/HEAD, SILL OR J B F m m x v m .Z SILL OR-JAMB:.....__ .._._ . .. - - ... _. ._ - 1 -02 O3 - �ww 0glnw " R. gwza N 91 2.112 435 Lu O � y 1.831 1.831 1.831 �4 0 .366--1 .366 .366- y a o m .070 a .070 358 Ln 1.810 1.810 1.810 N & 1.093 1.093 .OS�I 1.093 .05� - g .377 0 7�- 050 J .070 O INTERLOCK RAIL 070 © �� BOTrOM RAIL & 070 O7 RAILSH BOTTOM LIFT 2.006 1.806 Enzbwt 916 .05 Florae RE No 49isz -- --- -- - PZ- -050-- - O- - - - - --- .B74 7,6 3 -- - --- - - -1.956--------- 421 I 1.239 .121-' .040 �iw, ` Digitallysigned 040 r0cQ, cEeas'�C byRobertJ o � '°"�tom;_;Amoruso 64 5 Date: 208 .070 117 O9 BALANCE COVER ems off`^; P`11:00:56 2018t02:y1-05'03=•:em0 s • 10 FRAME GLAZING BEAD s ' �,.P ® FILLER BAR COMPONENT ' SECTIONS. a "a 1.070 1.536 0a a a 1.136 a a o o � 922 cb - 0 . � r � 883 625 y{� 125 Fso8>u F05 075 .842 .200 U. 60 i .550 240 .100 .673 w 7 53 785 S 1.310 0 •.040 .0601� 1.152 81 060 .283 h_.055 io< LL: ".s�o .115 .415..:. < r o O2 'SILL COVER 1© SILL RISER 14 STILE/BOT. RAIL £ v S U. O a SASH GLAZING BEAD.:. STIFFENER , 3 Z o � - - co - - --- - - - - - --=---- ---- -- - --- 1:536-------- ---- - - - u 328 z<N N 1.136 {. 095 QZ .125 UNJza o a$�d E .120 . Lu 060 gwz oar 941 691 a 40 �U 1.437 p .100' .673 CD 285 cq , �G 060 I .080 �.477- w f --i.712LA 15 .120 235 w < 1.152 0 MEETRAIL STIFFENER .060 .060 INTERLOCK-STUITNER 582 R.030 2.485 2.250 .235 r-3X .050 RobodJ.AftM=.P.F_ Rolla P.E,N0.49752 - -._ W f:020 - - - - -:625- .060 °uM •nm . �. 393 595 �9C,�.SZ4 C Of 'see ®SETTING BLOCK 650 448 ry sop�mr - -- _ _ Tt.010 " - MATERIAL:PVC Digitallysigned by HARDNESS:SHORE A 80-90. © 5/8" FLANGE © av • SHORE D 75-87 (SNAP-ON) FLUSH FLANGE RobeoA.ITloruso WIDTH AND THICKNESS VARY (SNAP-ON) �= Date:2018.02.13 1'1;.0'1:12-05'00' INSTALLATION CLIP DETAIL CORNER CONSTRUCTION , ' a 0.515"t.016. 2X 0.437 F o F 15X 00.130" 2X 0.249 o a ' w C1 w 2 cLL �� SLL 6x 00.200" o 0.313" IL 0.938" m < 1.875"1.750" I I.-T 1.563" CORNER WELD. ® ® ALL SIDES , �! 1 U 3s� LU FASTENER HOLE zN t. 0.446 SIZE:. z 1.726 AS REQUIRED; Sm W v; 2.406". K it N w= "� o INCREASE HOLE SIZE - - - _ --- _._.. ... - --- - - - -._... . - - -- - - - -- -IN'CLIP TO`ALLOW=----- - IL 0 Z 3.969" INSTALLATION OF Z a ro 4.750" NO.10 WOOD/TAPING FRAME CORNER 93 a= 0.090" 5.500" SCREWS AND 3N6" CONSTRUCTION _J, A 6.125" CONCRETE SCREWS. a v J a o:. t C3� 03460" J7 7 INSTALLATION CLIP DETAILS m Q � MATERIAL W ` .0516#.003"HOT DIP GALV.SHEET STEEL ROCKWELL"B"65 MAX. ULTIMATE STRENGTH=55 KSI MIN. YIELD STRENGTH=30 KSI MIN. PMW J.Artp .RE CORNER WELD FkAda�YE No.49M Dig Y (ALL SIDES) = a - - --- - ---------r-signed by- SASH CORNER _ r °""'"""'""p� Robert J o�P`,l4 `D'b _ CONSTRUCTION so '4��° �,moru s.�E =�:Date: 11:01:28 05'00'