Loading...
HomeMy WebLinkAbout19-20831 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 20831 BUILDING PERMIT PERMIT INFORMATION LOCATION INFORMATION Permit Number: 20831 Address: 39312 9TH AVE Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: SUNSET ESTATES Est. Value: Parcel Number: 12-26-21-0300-00000-0390 Improv. Cost: 6,532.99 OWNER INFORMATION Date Issued: 2-2-4_0 Name: KENNEDY, DANA& DEBORAH Total Fees: 142.50 Address: P O BOX 977 Amount Paid: (�y.�v UNION ME 04862-0977 Date Paid: Phone: Work Desc: REPLACE DOOR UNIT & 7 WINDOWS S/S CONTRACTORS APPLICATION FEES LOWE'S HOME CENTERS INCBUILDING FEE 142.50 1 CA 311 ) Ins ections Required FOOTER 2ND ROUGH PLUMB Misc INSULATION CEILING FOOTER BOND DUCTS INSULATED SEWER MISC. ROUGH ELECTRIC LINTEL MISC MISC. 1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC. DUCTS INSTALLED WATER MISC DRIVEWAY PRE-SLAB SHEATHING MISC. MISC. CONSTRUCTION POLE FRAME MISC. MISC. REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the, local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first renspection,whichever is greater,for each such subsequent renspection. NOTICE: In addition to the requirements of this permit,there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application.All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONT TOR SIGNATURE PERMIT OFFI R IE RMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW COMMENTS Contractor/Homeowner: WA4e Date Received: r 2,6,1—j 9 Site: 3� 3/2- Permit Type: lace- Ae?vkqWA1,Vn)1 s/S Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑ i This comment sheet shall be kept with the permit and/or plans. FEB 1, Z 2019 Kalvin S —Plans Examiner Date ontrac# (d/or Homeowner when comments are present) Plan Review Windows & Doors 1) .Need manufacturing installation specifications: 2) Must meet sections R308 and R612 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 otherwise 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 connections 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-. NOE41 C& Date Received ..! qq LP a Phone Contact for Permitting 1( Z ....... ...r--M:Ll=U---- X� Owner's Name, Owner Phone Numb Owner's Address Owner Phone Number [_�_ _ ^� Fee 8"Imple Titleholder Name • Owner Phone Number Fee.33Imple Titlehold:or Address I� JOB ADDRESS A LA . L9(3)2- TIs542 LOT#i I SUBDIVISION PARCEL 7 C�� D#F - - -I 20 - - '(beTAINED FROM 1)RnP0iTy 6 TM NOTICE.) WORK PROPOSED NEW CONSTR ADD/ALT SIGN �DEMOLISH El INSTALL REPAIR PROPOSED USE SFR comm OTHER TYPE:OF O-ONSTRU6,-riCIN BLOCK J= FRAME: STEEL DSSG IRIPTION oi°w6RK gePloqte I Loa& V,ji7 7 W*I(VJO LA) (A N i TS ft 4-4 4, cvzy tj 4.. T BUILDING SIZE I5QFOOTAGE= —1 C�__�� - 1-fAc HEIGHT 4BUILDING $ 05,-32 (q VALUATION 01:TOTAL,CONSTRUCTION ELIECTRIC AL. $ AMID SERVICE PROGRESS ENERGY W.R.E.0, [-7PLUMBING, 7MECHANICAL $ VALUATION 01:MECHANICAL INSTALLATION ri� GAS ROOFING SPECIALTY OTHER :INISFIED FLOOR ELV)krIONS FLOOD ZONE AREA =]YES NO ff+f-ftHttftftit-ttII--I 1 f Fft+F .... ...it!I I hit I I I I i I I' tH-ti-ti+Htf+�+mitff"+Hi-FH-FH-t+Ft++tH-i A 5A WILDER CC) PAYS E —O-kLe-5 140me Ce2oTf-ig r �I? —L--TFW'� FE E CURREN tl i !- 1 4�- 7—S tIGNATURE- REGISTERED Y j( � Address 0>t -rcs 19 C?-3 ANJ iPL License# 64C. IS--06W 7 ILECTRICIAN COMPANY [ i' ___,._ __� � 4GRATURE REGISTERFD FEE.'T CURREN Address License LUlYI13ER COMPANY -77TTE- F: IGNATURE-1. REGISTERED Y�— F:FrURREI,-7 N Address License 11 IECHANICAL COMPANY E IGNATURE REGISTERED —[_—]L/ N T— FEE CURREN I Address License# THE:Ft COMPANY E IGN,'OtTURE E- REGISTERED 7=/ N T- Fr-E,CuRREN --I—Y7 N-7 Address License# ++H-f �;i-f I t i i 1 1 11 I+f+l I 1!1 1 2!6 1 i -f+w-H+fi+wi+ ii-HI 11i i it 1 H-f+t- ESIDIENTIAL Attach(2)Plot Plans-,(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Slit Fence installed, Sani tary Facilities&1 dumpster;.Site Work Permit for-subdIvIsIons/large projects DIVIFAERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set'of Energy_Fqrms, R-O-W Peftlt for new - __- - - - -Installed,al Minimum ten(10)workIng days after submittal date,-Re4dlidd-ohilfi),Construction Plans,St.c)r.mwate�l?finsW/Sfff-r-i-n�e led,- -. Sanitary Facilities&I dumpster,Site Work Permit for all new projects.All commercial requirements must meet compliance GIN PERMIT Attach(2)sets of IEngineered Plans. ""PROPERTY SURVEY required for all NEW construction, rectlons: Fill out application completely, Owner&Contractor sign back of application,notarized 10 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 /ERJHE COUNTER PERMITTING (Front of Application Only) trool's;If shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Dilveways-Not over Counter If on public roadways.,needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understand's that this permit may be subject to"deed' restrictions" which'may be more restrictive than County regulations. The under-signed assurnes resp'onc;lblllty for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired, a contractor or contractors to undertake work, they may be required to be licensed In accordance with state and local regulations, If the contractor Is not licensed as required by law, both the owner and contractor may be cited for a mlsdejllvanor violation under, state law, If the owner or Intended contractor are uncertain as to what licensing requirements mayiaoply for the Intended work, they are advised to contact the Pasco County Building Inspection )DIvis lo n—Licens,Ing Section at 727-847- 8009. Furthermore, If the owner hai5 hired contractor or contractors, he Is advised to have the contractors) sign portions of the "contractor Block"'of this application for.vvhlch they will be responsIble, If you, as the owner sign as the contractor, that may be all indication that he Is not properly licensed and Is not entitled to permitting privilege's In County. TRANSPORTATION IMPACMUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use In existing buildings, or expansion of existing buildings, as specified In Pasco County Ordinance number 89­07 and 90-071 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 [)aid prior to receiving a "certificate of occupancy" or final power release; If the project does not Involve a certificate of occupancy or final power release, the,fees.must be paid prior to permit Issuance. Furthermore, it' Pasco County Water/Sevver Impact fees ;are dub, they must bi-, paid prior to permit Issuance.In accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW ((:haptor 713, Florida Statutes, as amended): If Valuation of work Is $2,500.:00 or more, I ,__certify that 1, the applicant, have been provided with a,:copy of the "Florida Construction Lien Law­-Homeowller's Protection Guide" prepared, by the Florida Department of Agriculture and Consurner Affairs, If the applicant Is sorneone- other than the"owner", I certify that I have obtained a copy of the above described document and promise In good faith to deliver It to the"owner" prior to commencement. CONTRACTOR'SIOWNER'S AFFIDAVIT: I certify that all the Information in this application Is accurate and that all work will'be done In complfance*th all applicable laws regulating construction, zoning and land development. Application is hereby made to obtEiln a t .p6 rmit to do work and Installation as Indicated. I certify that no work or InStallation has commenced pflor to Issuance of a permit and that all work will be perl'ormed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations In the jurhdictlon, I also certify that I understand that the regulations of other government 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 ErivironmE)ntal.Pi-otection-cypress Bayheads, VVetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatrnent. Southwest Florida Water Management: District-Wells, Cypress Bayheads, Wetland Ar&cis, Altering Watercourses, Army Corps of Engineers.-Seawalls, Docks, N.av,igati,le Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells,._.,Wastevvat6 I, TrOatlhlef1t, Septic Tanks, US Environmental Protection Agency-Asbestos abatement, Federal Aviation Authority-Runways. I understand that the follo.wing resti-lotions apply to the use of fill:­ Use of fill Is not allowed In Flood Zone W" unless expressly permitted. If the fill material Is to be used In Flood Zone "A", It Is understood that a drainage plan addressing a It slonal engineer compensating volume" will be submitted at time of permitting which Is prepared by a profes licensed by the, State of Florida. t I using stem wall If the fill material Is to be used in Flood Zone "A" In connection with a permitted building 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 ane (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 conditio6 ns set forth in this [affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other .installations not specifically included in the application. A permit Issued shall be construed to be a license to proceed with the work and not as authority to.violate, cancel, alter, or - Set aside any provisions of the technical codes, nor shall Issuance of a permit prevent the BuildIrig Official from thereafter requiring a correction of errors In plans, construction or violations of any codes. Every permit Issued shall become invalid unless the work authorized by such permit Is commenced within six months of permit Issuance, or if work;authorized by the pbrmit Is suspended or abandoned for a period of six (6) months after the time the work is commenced,: An extension may be requested, in writing, from the Building.Official for a period not to exceed ninety (90) days and will demonstrate ,ges for ninety(90)consecutive days,the'�ob Is considered abandoned. justifiable cause for the extension, If work-coa WARNING TO OWNER, YOUR FAILURE To RECORD A- NOTICE OF COMMENCEMENT MAY REESULTIN.YOUR PAYING TWICE FOR IMPROVOMENTS 'ro YOUR PROPERTY, IF you INTEND TO OBTAIN FINANC.1ING, CoWEWLT BEFORE RECORDING YOUR TICE -�"N C E M WIT YOUR LENDE_ROELA OF—COMMI NAT_TORN1M _ fflj_yO Fl.ORIDA JURAT(F.S./7.03) OWNIER OR GE IT. 4`3ONTRACT0R_____ qnsywo' (or a r a for a Subscribed and sworn to(or affirmed)before me this C�sq ! S b,;,b,4en sworn Who is/are personally known to me or has/have produced Ister o is/are p rs all own to a or has/have produced as Identification. as Ident1fic6tion. m m 'n ........... ON Public ubllo Commlsslo EXPIRES:September 17,2021 Commission stamped "�jm�To—f�fo_tjj�—typed,prFit_e_dc�r­st;;m_`p*ed _____ Name of Notary typed,Print;( • 4,;: f `.. w' b w.!' `c! tie! ._ Wr �,. -- re!> "!'i'. ,.;•.,i._ ,�! :�., :�'•' -r -MIXT'SM. RRDc!X'Vq+ 2019sA1 jhbroSe�ved:_ , ,, �:`rr^,(=�J•y,'r i S y:`•'--.'��T�_A'l.:s+.:,,y_t.- _ 0t`i.1 �:. LOWF'SAVTNORI ftEPRS5CNT, YC NUMBER:.' `;. :CU5TOMER`>"•,i_ t•� `� - qa• STREET; DRESS '..- : i87REk"f'AIgitESS` STORE NO. , , . .. .:: .....,, "•-• ` �F r Z, 1 zip CITY 6TATE: Z IY". a�•":t "i�A:. . .. �,• TELEPHONE DATE LOWESC. HTFiAGTOR.IICENSENUMSER" ' =;5 `. ''CASH: E INSTALLATION STREET ADDRESS: Ctil!' ';:c_- " `.. { - i:..,.,t;v-r.: f :i C./ _ .Z_.."U: , a :. �. / 1 t NOTICE TO CUSTOMER PRIG CALCULATIONS In order to properly p®rfo ttte..nsppor1 f cettatn C3oada.the Contract PHce may iriciiide'irigtEt : ._ :. Goods than actuallywill.be instal] d'pased dh-the:tneasured:square;footage:o[:khe PigJect Are7c;,1 ;fesUlf,iiie:'p; rt19 ;,�gr9e;i t the?lump sUm!?rice stated in.this Conkractis"caiciilateq,u on:both.ttie:vaius"of. timated;Goads re aired to`fuNiil the:.ikontt$ t(iticititll(ig; t8ste),wtttCh;ist}+ itcead the actual P q e t e r d t "I' 6 - e'estf t(4,tb � n: e.'a'o`n square faotag of he Proj.ct A e, .an h®" <apor.w (ctt;may�b ma- .,,, <ssetl.o„rth_,,m_u.t nf.�ogds=elq re!�,o,�ultll 3f1p Cq,;__t�•,,�,ncl.ti,_y,1Y@;,:__J" By$igning this Contract befow;C tourer:aci`nowisifges'receipt o1 this cictice;and agrees and finite tangs that the Puce includes fiiese costs=Whtch.may: not be'refunded once.lha.Installaton.Serrices:aro-performed. ::`. " {' :.. __... NOTICE TO CUSTOMER: Fedo.,`l:aaysr re ulnas:Lotive,'sao roviae'ott!wriNitfie: ;: s.::`. "" pamphlet Renovate:Rlghf By sf rung#hls Contract;Customer"aaknaWJedpss Navin rocelved'r a co af.thls'. m hlet bofore:work:be an:Info to CUsl otner.'" t+ fiff, Ct T0ja1' t - ,. .... 3: " ... af:the'pcferitlat risk°bf"tfae-toad".h. .,rd exposure;from,reripvatlon,actiytty::to,t}+�_:. .,':.applies te_:fax�s:;lr►:�lu+ded�- .;.::�'. parfoirmod in..Custonio?s-x6ve NOTE: tf:rottedmood;ts'" isc 'vaned.during lnstattatfon additional:,cfiurges>:w(II",griplys lFau UNill bQ QiVArt a quote aht!8 cttattge ar er must"be cotnpleted:and sal n d is ,'fha ctistotTierforan ;;addit(�nat.:atiaigsts �.:_gg Y Y , € Custotrter mtFst lnttlat,, •Any work or:ma arial.notspecltied t not Indlud�+d.tn;thfs"cbnirept M.ckAn es or'aliilklons;wilf ba at arra�ddttfoiiat cti"a'rgiiYar'tli 'meferiat'and lA rr.' . ;. : .: NOTICE TO.OWNER: - A :CORDING.. T:O -FLORIOA'.:S CONSTRUCTION LIEN LAW �SECTIO�IS T13:����Trl3 3T, FI.OIiIDA. . STATUTES,TNfJ,SE WHO' IVORI(-6N'YOUR'PR4PI~RTY aR'.P�tOV�DE lNIATE�2IALS,A. D SERViCESANQAR>'NQT FAIR 1N FULE.HAV A RIGHT TO'E FORCE THEIR CLAIIN.FOR;PAYIIENT'AGAIiST Y. UR PROPkRTY THIS: LA1I:tS KNQW CONSTRUCTION LIEN. I. " YOUR.-CONTRACTOR ( A SU...BC ►NXRi4�C�bR: " AI :S`"::TO. PAY SIIBff) ETRACTORS,.:: SUB-SUBCONTRACTORS:OR MA"I:ERIAI.:'SUP LIERS;_THOSE PEOPLE11All�Q XE.;QYVED VONEY MAY.L40K:TO'YC UFt. ' PROPERTY FQR PAYMENT ,:EVEN',IFYOU"HAVE AI38. .1YPAID YOUR CIr1IITRAG'OR:IN FULL.IIfYQU:FAILTO PAY;1 OrUR° ":z CON,TRACT,OR;YOUR:C0 RACTOR"MAY ALSO NAVE A;IiEN.,ON ltOl[R Ali;O !ERTY.rh IVf EA'-1 ALIEN:IS PROPERTY;COUI:D BE:SO D.AGAINST"_YOUR;VYILL TO:RAY Et�R IABORY fiIIATEfi ASS;t�R }T##Et:"SRVICSTH1'LYtUR, CONTRACTOR OR ABUB <ONTRACTpf�MAY.HAVE'FAILCl:T(' pAY.TG1F!I (?TEC YQEiSEL F,Y0USHULO:'STIPULATR' IN THIS.CONTRACT THAT EFORE:ANY.PAYMENT.-1S MAQI:,YQUff C,O[+ITI'tA T R.15,ItE Q UHR D T0,p t011DE YC1U'WiT.H A: WRITTEN RELEASE QF:LI. N.FR'OM ANY:PERSON:OR COMPANYTHAT t A;S".I'+RC�VII�EO TQ YOU A",NOTICE TO bWNER" FLORIDA'S'CONSTRUCTIq LIEN LAWISCOMEILEX AND:tT E09MMEN�EI�Tf'iATY�3�1�Ct11�SUi.TANATTORNEY. . PHOf0 RELEASE:Customer' ra. s to'Lowe'sand.Lowe's-,eii to ees-and°.inde enaQnt tool.agrs°:theTry `ke at'`ra t sirit the Preltillses w}ier@: Installation"Services will be. qqg so and ell work performed:at th'o:;Orerrti&es:rdialled::t0,:,h1s.0 rif';.ct;aril;iKevs}Ca17i`='tenfs tSt loVVa'.s a}i,lj h[;-.tills":a►d A.;.. P; papa_.. .. y,9...:<.;..•,.:,.,,papa,.<,.....,� .. interest in and'to the.photographs t t Use in aftmarkets°and metlfs;":wgildwidee<(n:perpQtul".:'GGsttitn t tifF orizsS LoVva's o opyi gk tf;use and.;publish',.ttie . photc�graplis.3n prinf andteretectron ally,and,agrees that Lowe s may use suc}i otiotographs for:any:lawftiil;j urrppse,inciudlrig;f;ut tint jimited fo,marKeting;° " advertising,publicity,'Illustratlori.•tra niiig anc!'1iVet>content:t3jr1(nittaiinjhere,Customeragrees to the fbregoing." (Customer.:t6:irikiai:to':the t',dttj _ Woik is to:commence u 'oft teas`nabla avallabtl of.,Coiitra"or an "or as`::e'eeftii`;o�cte":ov c"'_`tome:;made"":Goon s iG`is aittict axed;o b6 _ .,P >.:itY. Y,.:P. r.. .,: ;,,.; i.,,j.Y?h h.- t. ,.ye�ss datej.E t p 4 1-F :[5':.'n�%"�. .` l s lriikid com !ettoii;date".Is: .h:r r, , . (fill:tri ,papa Said esUry ted;substantial compis"on date;lS tint:of tiie:"essetioe:p�"statertientof'ally:_contingeticieslttiat viceld.jrtiaierialiy:change satd'e".stiinated'substartlial comptetian'date is'as follows: 1. -. �.(lfapp�cabto,`insert-�stafsmenjofyBuch,4ontingonesas},-�, .:i�= . This Contract orbvides-that.all claims:by Customer or.Lowe's,;tlgltl tip':resatved."tiyi.t31ty6tFlD A R6iTI2ATiQN,Gttst4tner aV,d Lgvtro'8 f3iVE UP TjiE R1Gl iT TO G0.TO COURT to enforco this Contract(EXCEPT far.matteis thatinay;-p;taket4 Io SMAI.I:CLAIoi.cbUR1$.:l awe"sand:G.ustoiriet's;Ct dotern►inod:.by a;NlEL1TRAiL ARB TRA70R and NOT'a.judge'br jury .Lawa's and Ctistomor are entf(led to a, A1R HI!4R1NG :But the.:arbttwatton : i r. Page 10:3 ,• er PS:E.-Pricln UV d.. u Ccn lefie.a:rc ;flax 'o=listi :er' = , :.f �: 1 C .d�ustomer• , to. Si Z 7- P n �9 Phone ;(. nne -:bfS3 rep e` n o Z Ptio cit�d! �r p Install Address: �: t � ; �Fj;:.�` :� �' �.;•`:.�`!1 Directions: 1. Draw the-walls 1ere.tivi.ndciv+is:-are.'k�. ing..repEacedan �abl tk�ern frQnR back, l.si. eor:=Rs�tl.e t as seen om: f..r th str:.e,et; - 2. Draw.the Win do s that.are>being;repfacedon`eal will.dry., h 3. Pla.ce a capital i.'tter':beside'ea:ch'.itifind w:iri the<cfraary n . 1hC`ndows..w�th the:s-a a-- imensrbns.:: •. g . - .:.'. will have the sa e-letter Complet6 the info matioi - :t}°e' x p ge us r g t g c,;b Tesp'and rig letter. Front Legit Back A /4��4 Page 1 of 4 Product Approval Menu>Product or Application Search>Application List>Application Detail FL 4 FL16813-R4.4 Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived :l Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. ALL WORK SHALL COMPLY WITH PREVAILING Pella,IA 50219 (641)621-6096 CODES FLORIDA BUILDING CODE, 6096 pellaproductapproval@pella.com NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS Authorized Signature Beth Phelps ORDINANCES phelpsba@pella.com Technical Representative TROY FARR Address/Phone/Email 18600 NE WILKES ROAD PORTLAND,OR 97230 (503)405-9176 � tbfarr@pella.com CITY OP y�y.J.� C7 ' Z 1o1g i p� Quality Assurance Representative Pat Bortscheller PLANS RIgILL Address/Phone/Email 102 Main Street Pella,IA 50219 (641)621-1000 PJBortscheller@pella.com Category Windows Subcategory Double Hung Compliance Method Certification Mark or Listing Certification Agency Window and Door Manufacturers Association Validated By Terrence E.Lunn,PE 0 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 AAMA/WDMA/CSA I01/I.S.2/A440-11 2011 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo ON/A Product Approval Method Method 1 Option A Date Submitted 12/05/2017 Date Validated 12/05/2017 Date Pending FBC Approval Date Approved 12/06/2017 http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 1/15/2019 Page 2 of 4 Summary of Products FL# Model,Number or Name Description 16813.1 250 Series Double Hung Window 48"x 63"vinyl non-impact single window with interlock reinforcement Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16813 R4 C CAC CCL 411-H-1461.16 .17.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/25/2021 Design Pressure:+30/-30 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL16813 R4 II Drawing 1868A.pdf standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16813 R4 AE Drawing 1868A.pdf Created by Independent Third Party:Yes 16813.2 250 Series Double Hung Window 36"x 72"vinyl non-impact single window with fully reinforced stiles& rails Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16813 R4 C CAC CCL 411-H-1461.00 .01.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/29/2021 Design Pressure:+30/-30 Installation Instructions Other:Configurations of glass shall conform to the current ASTM El300 FL16813 R4 II Drawing 1868A!pdf standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16813 R4 AE Drawing 1868A.pdf Created by Independent Third Party:Yes 16813.3 250 Series Double Hung Window 36"x 63"vinyl non-impact single window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16813 R4 C CAC CCL 411-H-1461.12 .13.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/25/2021 Design Pressure:+35/-35 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL16813 R4 II Drawing 1868A.pdf standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16813 R4 AE Drawing1868A.pdf 868A.pdf Created by Independent Third Party:Yes 16813.4 250 Series Double Hung Window 48"x 72"vinyl non-impact single window with fully reinforced stiles& rails&HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16813'R4 C_CAC CCL 411-H-1461.04 .05.Ddf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/29/2021 Design Pressure:+50/-50 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL16813 R4 II Drawingl 868.pdf standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16813 R4 AE Drawing 1868.pdf Created by Independent Third Party:Yes 16813.5 250 Series Double Hung Window 96"x 63"vinyl non-impact double window with interlock reinforcement Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16813 R4 C CAC CCL 411-H-1461.16 .17.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/25/2021 Design Pressure:+30/-30 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL16813 R4 II Drawing 1868A.pdf standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16813 R4 AE Drawing 1868A.pdf Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 1/15/2019 Page 3 of 4 16813.6 250 Series Double Hung Window 72 1/2"x 72"vinyl non-impact double window with fully reinforced stiles &rails Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16813 R4 C CAC CCL 411-H-1461.00 .0l.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/29/2021 Design Pressure:+30/-30 Installation Instructions Other:Configurations of glass shall conform to the current ASTM El300 FL16813-:R4 II Drawing 1868A.pdf standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16813 R4 AE Drawing 1868A.pdf Created by Independent Third Party:Yes 16813.7 250 Series Double Hung Window 72 1/2"x 63"vinyl non-impact double window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16813 R4 C CAC CCL 411-H-1461.08 .09.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/25/2021 Design Pressure:+35/-35 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL16813 R4 II Drawing 1868A.pdf standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16813 R4 AE Drawing 1868A.pdf Created by Independent Third Party:Yes 16813.8 r eries Double Hung Window 72 1/2"x 72"vinyl non-impact double window with fully reinforced stiles &rails&HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16813 R4_C CAC CCL 411-H-1461_06 ,07.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/29/2021 Design Pressure:+50/-50 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL16813 R4 II Drawing 1868.pdf standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16813 R4 AE Drawing 1868.pdf Created by Independent Third Party:Yes 16813.9 250 Series Double Hung Window 108"x 72"vinyl non-impact triple window with fully reinforced stiles& rails Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16813 R4 C CAC CCL 411-H_1461.00 .01_pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/29/2021 Design Pressure:+30/-30 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL16813 R4 II Drawing 1868A.pdf standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16813 R4 AE Drawing 1868A.pdf Created by Independent Third Party:Yes 16813.10 250 Series Double Hung Window 108"x 63"vinyl non-impact triple window Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16813 R4 C CAC CCL 411-H-1461.08 .09.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 04/25/2021 Design Pressure:+35/-35 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL16813 R4 II Drawing 1868A.pdf standard. Verified By:Warren W.Schaefer P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL16813 R4 AE Drawing 1868A.pdf Created by Independent Third Party:Yes 16813.11 250 Series Double Hung Window 42"x 78"vinyl non-impact single window with fully reinforced stiles& rails&HP package Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL16813 R4 C CAC CCL-PEL-H-1461.pdf http://www.floridabuildirig.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtmmTSTNdVP... 1/15/2019 Page 4 of 4 Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/19/2025 Design Pressure:+50/-50 Installation.Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL16813 R4 II Drawing 1868.pdf standard. Verified'By.Warren W.Schaefer 44135 Create&by Independent Third Party:Yes Evaluation Reports FL16813 R4 AE Drawingl 868.pdf Created by Independent Third Party:Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGEVXQwtDgtmmTSTNdVP... 1/15/2019 GENERAL NOTES e.: M.D< 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED FOR MAX. FRAME WIDTH, SEE FOR MAX. FRAME WIDTH, SEE ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. TABLE BELOW TABLE BELOW —I.. oi/oc/E. 2. OPENINGS,BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED& INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE Al _ 3. THESE NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH ` 8 AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). ^0 2 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE s PRESSURE TREATING DING CUT IN THE WOOD. � ' S. MATERIALS.INCLUDING BIN'NOT LIMITED TO STEEL TTHESCREWS.THAT COME INTO B FLORIDA UIIH OTHER E CHAPTER MATERIALS SHALL MEET THE REQUIREMENTS Of 3 FIN FASTENER WITHIN 2" OF CORNERS 3 FLORIDA BUILDING LODE CHAPTER 20. O O U 6. TO THE BEST OF OUR KNOWLEDGE.THE PRODUCT SHOWN HERON IS CERTIFIED w & 9" MAX. O.C. SEE "FRAME ANCHOR „�, Q2 C5 a M &QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/OA ENTITY& m REQUIREMEMS TABLE' ON THIS Go 8 v SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY IS SHEET FOR REQUIREMENTS. g NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE a C1 MAN FACTIIREWS DUALITY ASSURANCE SPECIFICATIONS&TESTING REPORTS. r B p r k 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF g ANY OF THE FOLLOWING APPLY:1)PRODUCT IS INSTALLED WITHOUT A BUILDING w w _ 3 PERMIT FRO N M THE APPLICABLE LOCAL BUILDING DEPARTMENT. 2)PRODUCT IS - INSTALLEU BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALITONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE cD — — — �N PRODUCT'S CERTIFICATION ENTRYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT Will WHAT HAS BEEN TESTED. B. THE(FAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE I■ PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED PRODUCT. 9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING U Z OF THE INSTALLED m PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. L� I.. O O.ri rn o THAT RESPONSIBIUIY SHALL BE THAT OF THE MANUFACTURER&/OR INSTALLER. � xQ FRAME SCREWS WHERE SHOWN AT X ��o M SIDES. SEE "FRAME ANCHOR < F- a ' T REQUIREMENTS TABLE' ON THIS a o z¢N �AUATON EVALUATION IS BASED ON APPLICABLE ANCHOR STANOMOS AND/OR INFORMATION&RESULTS � B7 � SHEET FOR REQUIREMENTS. � FROM APPLICABLE TEST REPORTS THE FLORIN BUILDING CODE VERSON CONSIDERED WITH THE 't EVALUATION WAS THAT IN FORCE AT TIC THE OF THE EVALUATION IN THE EVENT OF CODE VERSION / j �— I N W< .. CWWGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESIWG IS COMPLETED ON THE 0 W n- REFERENCED PRODUCT,PRIOR TD STATING CODE COMPLIANCE WITH THE STATE.THE MANUFACTURER SHALL -- 4" MAX. Z CL 'CONFIRM WITH THE INSTALLATION EVALLIATXIN ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WIIH THE THEN CURRENT TESTING.CODE AND APPLICABLE STANDARDS. C..D 3 EXTERIOR ELEVATION- �o FRAME ANCHOR REQUIREMENTS TABLE =z Ri EXTERIOR ELEVATION: SINGLE WINDOW W OPENING IWE FRAME/CUP/NAIL FIN TO MINIMUM MINIMUM (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. SINGLE WINDOW SCALE: 3/4'= 1'-0" me - (1) FRAME SCREWS SCALE: 3/4' = t'-D' (FRAME SCREW MOUNT CONDITION) o< MIN. 2X4 WOOD FRAME OR BUCK (NAIL FIN MOUNT CONDITION) �o L,o (MIN. GR.3 &G=0.55) NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" � z0 m MIN. 18 GA 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2' S nW. w a MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' ALLOWABLE DESIGN III inz8 MIN. 1/8"THK 6063-T5 ALUM. NO. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2" PRESSURE No z -=CeA MIN. C-90 CMU OR 2500 PSI CONCRETE (2) 1/4'CONCRETE SCREAM 1 1/4' 2" (SINGLE WINDOWS) z a� � (1) INSTALLATION CLIP SCREWS -' MAX. MAX. ALLOWABLE a ail z MIN. 2X4 WOOD FRAME OR BUCK FRAME FRAME PRESSURE F-egg N0. 10 SMS SCREW 1 1/4' 1/2' �klffi =�z (MIN. GR.3&G=0.55) WIDTH HEIGHT (+/- PST') ee,�f,111111f// 'fmMIN. 18 GA 33 KSI METAL STUD N0. 70 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' (IN.) (IN.) e *d3�N AMIN. 1/8"THK A36 STEEL N0. 70 GR. 5 SL7F TAP/ORIEL SCREW FULL 1/2" 48 63 30 .,MIN. 1/8"THK 6063-T5 ALUM. NO. 10 GR.5 SELF TAP/DRILL SCREW FULL 1/2' 36 72 30 %Q • bV `o 2500 PSI CONCRETE (2) 1/4'CONCRETE SCREW 1 1/4" 2" 36 63 35 _O:y N CC:-v(3)NAILING FIN FASTENERS -Tn zr�:0MIN. 2X4 WOOD FRAME OR BUCK N0. 10 SMS SCREW 1 3/8" 1/2' i7 � OLD y(MIN. GR.3&C=0.55)MIN. 2X4 WOOD FRAME OR BUCK //�6Y '•••••.. o No (MIN. GR.3&G=0S5) 11 GA. ROOFING NAIL 1 3/8" 1/2' � b �Y, �MIN. 1/8'THK A35 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' ' 1 11» ` #W MIN. 1/8"THK 6063-T5 ALUM. NO. 8 GR.5 SELF TAP/DRILL SCREW FULL 1/2" ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE: rr ALL ALTERNATE ANCHORS IN THEIR SPECIFIED 3 (1)FRAME AND INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE (2)CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND ESE DRAWINGS ARE APPLLGBLE ONLY TO ME PRODUCT OHAWING NU. REV. RAMSET/RED HEAD TAPCONS(C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). TO BE EQUIVALENT TO OR STRONGER THAN THE SPECIHED.THEY MAY NOT BE USED FOR THE ASSEMBLY �gggA B (3)WHEN SCREWS ARE USED WITH THE NAIL FIN,THEY MUST BE A PAN HEAD OR WAFFLE HEAD ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. O/OR INSTALATON OF ANY OTHER PRODUCT NOR MAY SCREW OR HAVE h FLAT WASHER AT THE SCREW HEAD. MEY BE USED FDR RATIONAL AND/OR LOCAL APPROVAL SHEET N0. OF ANY PRODUCT NOT PRDDUCCO BY ME MWUFAGNRER 1 OF 8 STATED DN TH ORAWIN uxw+er. arc•m er. vALL NNS FOR MAX. FRAME WIDTH, SEE TABLE BELOW FOR MAX. FRAME WIDTH, SEE TABLE BELOW `�-+• �m�a CLUSTER FIN FASTENERS AT MULLION ENDS SUCH THAT THERE ARE A TOTAL OF 5 POSITIONED AS SHOWN. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR 3" 7 12 3/4" 12 3/4" z REQUIREMENTS. 2" Al 4" MAX. O.C. MAX. O.C. A2 4" ' 4" MAX O U J FRAME SCREWS WHERE SHOWN AT HEAD &J W m I m SIDES. SEE "FRAME ANCHOR REQUIREMENTS m C2 TABLE" ON SHEET 1 FOR REQUIREMENTS. ul a C7 1 `a B I■ 1 �6' o m _+ cL i=wao cOrmizaN o S g� I Zno JOw 0 o � j I 61 � �- � 62 � m 0 x ozi INSTALLATION CUPS WHERE-----' -�— a FIN FASTENER WITHIN 2" 4" 4" 4" 4" �o coo OF CORNERS & 9" MAX. EXTERIOR ELEVATION: SHOWN AT SILL SEE "FRAME zw zm O.C. SEE "FRAME ANCHOR DOUBLE WINDOW ANCHOR REQUIREMENTS TABLE" EXTERIOR ELEVATION: >a wQ m REQUIREMENTS TABLE" ON, SCALE; 3/4" = 1-0" ON SHEET 1 FOR DOUBLE WINDOW W z��ne REQUIREMENTS. 'SHEET 1 FOR SCALE_ 3/4" = 1'-O" w_ (NAIL FIN MOUNT CONDITION) a 6d _7 REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) Enz a.g � ac ALLOWABLE DESIGN �g � am wZ_6. PRESSURE J u�i�ui (DOUBLE WINDOWS) N m z a MAX. MAX. ALLOWABLE 3 a FRAME FRAME PRESSURE z WIDTH HEIGHT (+/- PSF) (IN.) (IN.) �a���,�K H33����•, o W �. • ...Nib 96 63 30 P n�Q��.•72 1 2 72 30 w�' 72 1/2 63 35 _zt -w M 14 6 0 1a N4•y: 3 0 NG NO, NEV. 1868A B SHEET N0. 2 ar 8 ow.wN er: u¢am er: ' v.RLL avS RDI: WiE 108" MAX. FRAME WIDTH S 2" 2" Al 7 � /LUSTER FIN FASTENERS AT MULLION ENDS SUCH THAT THERE AREA a FIN FASTENER WITHIN o TOTAL OF 5 POSITIONED AS SHOWN. SEE "FRAME ANCHOR REQUIREMENTS 2" OF CORNERS & 9" TABLE" ON SHEET 1 FOR REQUIREMENTS. MAX. O.C. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 2 C1 v I FOR REQUIREMENTS. z Fro M f f l f C3 IL a o�sN z 3 a.o a II L -- - - =zw « a J3 s mW�' )z EXTERIOR ELEVATION: $� TRIPLE WINDOW SCALE. 3/4" = 1'-O" 910,w �0 m (NAIL FIN MOUNT CONDITION) v)a „"ja wo Zs�- wQ za le ALLOWABLE DESIGN PRESSURE cno Wa� e (108" X 63" TRIPLE WINDOW UNITS) n� wcs M +/-35 PSF Nm91.1� o U) z A u •111111111//� 3� »......•'lJy'i m a et�.• Z •�Ip LL d.•.W i Z N pn Z :4, ` O OptQ CU:(q 2� a =fA I� ��[ 4 O� Z y. ie 1868A B SHEEP NO. 3 OF $ owvw er: arum er. wxx cws cmu ute -+a ox/oe/+a 108 MAX. FRAME WIDTH FJ T FL FL 12 1/4" 4" MAX. 13" MAX. O.C.7 7 13" MAX. O.C. 4° MAX. MAX. O.C. A2 7X7o 4" MAX. FRAME SCREWS WHERE SHOWN AT HEAD & o SIDES:SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. r C2 X g v7 j I r o vri+n 6.f I ? t U o C U 0 L INSTALLATION CLIPS WHERE SHOWN AT SILL SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON Zo 9 SHEET 1 FOR REQUIREMENTS. D o x z_w B7 WL z La - L) 4" MAX. p r o� o� z� zm 4"I "I 4^I 44I 4'I 4"I "I 4.1 4^I 4.1 5: W D a w Z EXTERIOR ELEVATION: �- �2N X- TRIPLE WINDOW U)Z wa off" SCALE: 3/4" = V-0" Nur¢i um o � (FRAME SCREW AND CLIP MOUNT CONDITION) j oo ALLOWABLE DESIGN PRESSUREU)o^6a (108w X 63" TRIPLE WINDOW UNITS) +/-35 PSF �N 4�:.•N ••..,`h,�, �Q�i�n •u"G'•� o a Cc-,, .�fA 10 °z .......... Q w 0 WI G ND. REV. 1868A B SHEET N0. 4 GF 8 vnr. w.rs 108" MAX. FRAME WIDTH Rnu wi[ 7 a FIN FASTENER-WITHIN 2"OF CORNERS & 9" MAX. D.C.SEE "FRAME ANCHOR REQUIREMENTS CLUSTER FIN FASTENER SCREWS AT MULLION ENDS SUCH THAT THERE ARE TABLE" ON SHEET 1 _ A TOTAL OF 3 POSITIONED AS SHOWN. SEE "FRAME ANCHOR REQUIREMENTS FOR REQUIREMENTS. TABLE" ON SHEET 1 FOR SCREW REQUIREMENTS. (NOTE THAT ROOFING o NAILS ARE NOT APPLICABLE AT MULLION END CLUSTERS) c CLUSTER FIN FASTENERS AT MEETING RAIL ENDS C-1 Ct SUCH THAT THERE ARE A 8 TOTAL OF 5 POSITIONED AS w j I I 2" SHOWN. SEE 'FRAME ANCHOR REQUIREMENTS - - - TABLE".ON SHEET 1 FOR REQUIREMENTS. U � lJNO 0 N I I ~ O U) Q D:z6N z � w f o JJaoa`o z z3 / I 7 mo xz w w� �w 90 z 3 OQ 3 0� EXTERIOR ELEVATION& zo TRIPLE WINDOW sW a� SCALE: 3/4" = 1'-O" rna w< " w (NAIL FIN MOUNT CONDITION) o za g�a cwn wa z 3.7 ALLOWABLE DESIGN PRESSURE N(n wz � (108" X 72" TRIPLE WINDOW UNITS WITH NAIL FIN MOUNT INSTALLATION ONLY) ?oho +/-30 PSFtnV) H30 \\\1111111!/��� 3 `��oP *aa�p�w, w r cr. t9 : `J'c U Co -�.z ws Leo= o y : w aw .:k,; za ``o�`` V 0-W G N0. REV. 186BA I B SHEET NO. 5 OF 8 DMYN Bf: CIIEDYFD BY. YJW. Y.vS P�Di: MiL 0)/DB/IB 108" MAX. FRAME WIDTH 3 12" 3" 4" MAX. 13" MAX. O.C. MAX.1/4"O.C. 7�. 13" MAX. O.C. 4" MAX. 4" MAX. 3 FRAME SCREWS WHERE SHOWN AT HEAD & SIDES. SEE "FRAME ANCHOR REQUIREMENTS c3 TABLE" ON SHEET 1 FOR REQUIREMENTS. 0 = C2 " FWNo o�oo Q r 6" rL UZ¢N 1 0 z W� n I o z a 03 INSTALLATION CUPS WHERE SHOWN AT SILL zo o SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON xz I SHEET 1 FOR REQUIREMENTS. B2 % oz - 4" MAX. �� m �— >� �00 _ -, 4" MAX.—� I—EQUALLY SPACED 12 1/4" � EQUALLY SPACED—, 4" MAX. Naw o 4" 4" 4 4" MAX. O.C. q• q" q^ q^ wx ;��^H wQ zg EXTERIOR ELEVATION: oZ cca'� TRIPLE WINDOW N Wz jg� SCALE: 3/4" = V-O" `z'_j oho (FRAME SCREW AND CLIP MOUNT CONDITION) - Nz =3c�i a ALLOWABLE DESIGN PRESSURE eNa%P� 833��'•, 83�1 (108" X 72" TRIPLE WINDOW UNITS WITH FRAME SCREW & CLIP MOUNT INSTALLATION ONLY) �.`4� .•••......•• m +/-30 PSF �F obo a, 4- a o oz < < N:Z Y�!_ U qze Vi O N ;y�� a: Nz /A4 DRn ING N0. REV. 1868A B SHEEP NO. 6 OF 8 1/4" MAX. SHIM Dxn�x e,: —Ame+: 1/4" MAX. FRAME HEIGHT v m w u rs SPACE FRAME WIDTH— AT EACH ANCHOR 1/4" MAX. SHIM FRAME HEIGHT AT EACH ANCHOR SEAL SPACE WITH SEAL SPACE WITH o SUBSTRATE BY 1• SUBSTRATE BY LOW EXPANSION SUBSTRATE BY• LOW EXPANSION OTHERS PER �< SEAL SPACE WITH OTHERS PER FOAM AROUND OTHERS PER ;:j FOAM AROUND "FRAME ANCHOR LOW EXPANSION "FRAME ANCHOR:" O PERIMETER OF "FRAME ANCHOR,• �O PERIMETER OF REQUIREMENTS FOAM AROUND REQUIREMENTS WINDOW FRAME REQUIREMENTS WINDOW FRAME TABLE" �' PERIMETER OF TABLE" TABLE" 0 WINDOW FRAME - FIN FASTENER 0 0 0 E SCREW PER ELEVATION 0 FRAME SCREW PER FRAMELEVATION PER ELEVATION SEALANT BY ;::.; SEALANT BY OTHERS OTHERS BEHIND o BEHIND NAIL FRAME FLANGE FIN - _ EXTERIOR EXTERIOR SEALANT BY 2 1 SEALANT BY w N EXTERIOR %`Y OTHERS OTHERS o 5 SEALANT BY OTHERS - CL o h CL SECTION C1 SECTION C2 ALTERNATE SECTION C2 Q 0& SCALE: 3/4 FULL 8 SCALE: 3/4 FULL \,8,J SCALE 1/2 FULL 8 N (NAIL FIN MOUNT) (FRAME SCREW MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION WITH FLANGE) z CL g ^ U �U z 0.375 CONTINUOUS WOOD MEMBER LESS 0.604 -{ zo z IN THICKNESS THAN A 2X_ BUCK 0.500 TO BE MIN. 3 1/2" DEEP (NOT SUBSTRATE BY OTHERS w� REQUIRED WHEN SHIM SPACE IS PER "FRAME ANCHOR �z WITHIN ALLOWABLE DIMENSIONS REQUIREMENTS TABLE" 2485 0 . SHOWN IN SECTIONS). 0.604—{ D 3.000 0 1 0 1 s� RD,o.ssD w o m +50d SEALANT BY! O 0 D 0.059� 0.059� En OTHERS O1 FRAME FLANGE OFRAME FLANGE WQo w< zd (RIGID PVC) (RIGID PVC) 1 325 o4 W��5A Q _E0.060 �~ ��N En Z T FRAME SCREW PER 0.293 J V)i Z ELEVATION & "FRAME O3 INSTALLATION CUP o EXTERIOR D TABLE" REQUIREMENTS (RIGID PVC) ` % u Q�Qcl)• 'O dp�6: m a =co:z OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER �'. � Z ' yy� (HEAD SECTION.SHOWN; SIDES ARE INSTALLED THE SAME) 2�bd (DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 3 DRAWING NO. REV. 1868A B SHEEP NO. 8 OF 8 Page 1 of 2 i I Product Approval Menu>'Product or Application Search>Application List>Application Detail I FL#1 I FL2646-R10 Application Type Affirmation Code Version 2017 Application Status Approved I Comments Archived =) I Product Manufacturer Pella Corporation Address/Phone/Email 102 Main St. Pella,IA 56219 (641)621-6096 pollaproductapproval@pella.cori Authorized Signature Beth Phelps phelpsba@pella.com I I ; Technical Representative Joseph Hayden Address/Phone/Email 102 Main Street Pella,[A 50219 (641)621-6096 �L jahayden@lpella.com pella.com (, pV �b OD ©ORICS `'`LC Cc�Quality Assurance Representative Pat Bortsch'eller A-r/Qk /()A �f,L�• AddresslPhone/Email 102 Main Street A&D T �l �tZC �DPella,IA 0219 I�D/ff/ (641)62151000 D�/A�(;�e CI ®F Z ® � ®p�p �`�/C1VG PJBortselieller@pella.com �iqus Category; Exterior Doors Subcategory Sliding Exterior Door Assemblies I Compliance Method Certification Mark or Listing Certification Agency ' I ►�° °¢`� ti I g Y i Window and Door Manufacturers:ASsociation Validated By James L.Buckner,P.E. CBUCK� w„@ , ngineering iJ Validation Checklist-HardcopyjReceived I Referenced Standard and Year(of Standard) Standard y AAMA/WDMA/CSA 101/I.S.2/A440-08 pg AAMA/WDMA/CSA 101/I.S.2/A440-11 2011 Equivalence of Product Standards Certified�By • I I CA 1 affirm that there are no changesljin the new Florida Building Code which affect my product(s)and my product(s)are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ()Yes ()No ON/A i I Product Approval Method Method 1 Option A Date Submitted 12/06/2017 Date Validated 12/06/2017 Date Pending FBC Approval Date Approved 12/07/2017 http://v,,w .floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX' wtDquOAT9TZVW... 1/15/2019 Page 2 of 2 Summary of Products FI.# Model,Number or Name Description 2646.1 I Series 10/20/25 Sliding Glass Door Vinyl 2-Panel"OX"!Stfding Glass Door(96"x 96") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL2646 RIO C CAO CCL-411-H-963t3O.odf Approved for use outside HVHZ:Yes Quality Assurance,Contract Expiration Date Impact Resistant:No 11/30/2021 Design Pressure:+25/-25 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL2646 RIO II Drawing 1248..pddf standard&be safety glazed for use in hazardous locations. Verified By:Warren Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL2646 RIO AE Drawine 1248.pdf Created by Independent Third Party:Yes 2646.2 Series 10/20/25 Sliding Glass Door Vinyl Single Panel Fixod"O"Door(Sidelite,34-15/16"x 81-1/2") Limits pf Use Certification Agency Certificate Approved for use in HVHZ:No FL2646 RIO C CAd CCL-411-H-960!18.odf Approved for use outside HVHZ:Yes Quality Assurance'Contract Expiration Date Impact Resistant:No 03/26/2022 DesignPressure:+35/-35 Installation Instructions Other:Configurations of glass shall conform to the current ASTM El300 FL2646 RIO II bialyine 1248.ndf standarlI&be safety glazed for use in hazardous locations. Verified By:Warren Schaefer,P.E.44135 Created by Independent Third Party:Yes Evaluation Reports FL2646 RIO AE Drawins 2248.udf Created by Independent Third Party:Yes 2646.3 j Series 10/20/25 Sliding Glass Door Vinyl 2-Panel"OX"Sliding Glass Door(72"x 82") Limits of Use Certification Agency Certificate Approved for use in HVHZ:No FL2646 RIO C CACI CCL-411-H-963:21.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 10/05/2019 1 Design Pressure:+351-35 Installation Instruction�rs Other:;Configurations of glass shall conform to the current ASTM El300 FL2646 RIO II Dra�Jin¢1248.pdf standard&be safety glazed for use in hazardous locations. Verified By:Warren Schaefer,P.E.44135 Created by Independent Third Party:Yes, Evaluation Reports'I FL2646 RIO AE Dra ine 1248.odf Created by Independent Third Party:Yes 2646.4 j Series 10/20/25 Sliding Glass Door Vinyl Single Panel Fixed"O"Door(Sidelite,47-1/2"x 95-1/2") Limits of Use Certification Agency Certificate Appro�ed for use in HVHZ:No FL2646 RIO C CACI CCL-411-H-960.,15.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date ImpactResistant:No 03/26/2022 Design Pressure:+25/-25 Installation Instructions Other:Configurations of glass shall conform to the current ASTM E1300 FL2646 RIO 1I Drawing 1248.ndf standardl&be safety glazed for use in hazardous locations. Verified By:WarremSchaefer,P.E.44I35 Created by Independent Third Party:Yes Evaluation Reports; FL2 46 RIO AE Dratvina 124,48.pdf j Created by Independent Third Party:Yes i i I E I i htt ://www.floridabuildin .or / r/ r_a dtl.as X? .aratn=wGEVX wwtD uOAT9TZVW... 1/15/2019 P � g g P P pP_ P P Q q INLi m TFID MAY ONLY fO ASSEMBLY T__TE OQLQfA T: THEY WT NCr BE 115E9 Phi NNE ASSEI6LY AlS RCS A'a/NerOR dSTNUBe TgN OF MY OTN6L PRDDUCT NDR MAY TIDE: YiFi DP ANY P.wm=Nor PNODUCm/LY DIE PANDPMNRm t.t6 fUM/m SYA7 D W THESE ORAMMOS, ^Lj ✓S _ FOR MAX. FRAME WIDTH SEE PRESSURE TABLE ON THIS SHEEP FOR MAX. FRAME WIDTH SEE PRESSURE TABLE ON THIS SHEET 3 s a S ' s �T 2' 4' MAX. I I--r9GC. �J q2 3j L4'L4"L3� I_79oCAX_ �4.� Io s � is � Er I �L v v 7 1 4' MAX.Li > c -m FIN A.NCI -WITHIN-4' / w I / i T K p Tn OF CORNERS & 8'MAX. -- _ m m FRAME SCREWS WHERE SHOWN. _ I O.C. SEE"FRAME I ANCHOR REQUIREMENTS i SEE "FRAME ANCHOR I� I REQUIREMENTS TAS-L-17 ON SHEET ' o TABLE"ON SHEET 2 P o q 1 2 FOR REQUIREMENTS. FOR T<EQU)REMENTS. :,, I I J J m I inU SIMIR& EQ- SIMILAR � SW1M r OPPDE,JTE o - ---�-- 3 - ---- --- - � ----- - - i --- --_:----- -- - ---- - v -�- 3 - ---- - -- --�- - ------ - - - --' - - - - 3 - �- - - -zwM- - - 3 . .. -.y_.__ ... -_-.._ -_,..__ "in I oS��, lY 1 � 1 U K�<Q w AH E ! w ACTIVE CD a.w m I T 8 MAX. U) U a.m cD o O.C. J S Q N w CLUSTER FIN ANCHORS AT w 4 STRIKE SCREWS INTO rz w o T� _ THIS LOCATION SUCH THAT = SUBSTRATE SEE "FRAME S 5 I THERE ARE A TOTAL OF 5 I riOR ; w W AS-SHOWN.-SEE--- BL OR REQUIREMENTS - - - --- -IA HEET 2 FOR- REQUIREMENTS"FRAME ANCHOR " '--- - ---- I SCREW REQUIREMENTS. S LAN& REQUIREMENTS TABLE"ON o SHEET 2 FOR REQUIREMENTS. z o II orPOB¢ I� 3 o zm w I a A oQ z_i T F EXTERIOR ELEVATION: z6 EXTERIOR ELEVATION: N SLIDING DOOR ALLOWABLE PRESSURE TABLE SLIDING DOOR o �z 8�n SCALE.-3/4" = 1•-0' (2-PANEL SLIDING DOORS) SCALE- 3/4' = 1'-0" "'F n=,,, ENE I Nam. (NAM IN MOUNT CONDITION) �. MAX. ALLOWABLE (FRAME SCREW MOUNT CONDITION) U 0y o T. ALL FASTaIF.RS SHALL BE IN ACCORDANCE WITH THESE DIRMINGS. SPECIFIED ANQiOR BOW TO BASE MATERIAL- SHALL.BE FRAME FRAME PRESSURE rn N 3U ga BEYOND wAE1 FINISH OR STUCCO. HEIGHT WIDTH POSITIVE NEGATIVE - J a 2. WEN➢NGS,BUCKING&DUCKING FASTENERS MUST BE PROPERLY DESIGNED&LNSTALLEO TO TRANSFM WIND LOADS TO THE _ z STRUCTURE r 82" i 72' 35 PSF 35 PSF THRESHOLD NOTE: FLDI03:BUILDING CCCE(ADC;. 63 1 THESE NON-;MPAa RATED PRODUCT RSrALLATIONS ARE IN ACCORDANCE AWTH AND MEET THE REQUIREMENTS OF THE 96' I 96' 25 PSF ti PSF :VEEP HOLES SHALL BE PLACED IN THRESHOLDS AS 4q@O�EiIEEP�fB, �.. 4. ALL M'CHCRS SEc:RING PRODUCT FRAMES TO PRESSURE TREATED SUCKS OR WOOD FRAMING SHALL.BE CAPASLE OF REQUIRED BY APPLICABLE QUALITY ASSURANCE (CF. ,��•73�f Ada �.-, RESISTING CORROSION CAUSED BY THE PRESSURE TREAT]=CHEMICALS IN THE WOOD. ,,� C4 r•" '•..�� y S lATERNLS.;lN=DING BUT NOT UMITED-TO.STEEL SC%WS,THAN COME INTO CONTACT WITH OTHER O65ODUIN MATERNUS � Q`� u) �'� 2 SHALL MEET THE MQUIRDAEMS OF FUCRIOA WLDIMS CODE CI AFM7 20. S. TO DE BEST OF 0'UR IGUOWLEM'DI'PRODUCT T40WN ROM S CERTBTED&QUALITY ASSURED BY A FLORIDA STATE -U APPROVED CERDFlGDON/G ENTITY&SPAN BE LASELED W ACCORDANCE WITH THE FeC AND THE FLOR'DA DEPARTMENT OF ;z .t W. �;C v o BUSINESS&PROFESSIONAL REGULATION SPECFTCATIONS PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN "' •V �� F" r` \ i a %�� ACCORDANCE YATN THE NANUFPCR1Fi£'iYS OUAUTY ASSURANCE SPECIFICATIONS&TESTING REPORTS. '.�:� r: 4..',`3` wI co 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHAD_BE CONSIDERED VOA IF ANY OF THE FOLUDWING MPLY:T) PtSTALLAT,ON EVALLIA71ON IS BASED ON APPUCABLE ANCHOR STANDARDS AAD/0R P/3 o w FROOUCT 6 4YSAlIFD WITHOUT A BU U=PERMIT FROM THE APPLICABLiE LOCAL 9ULDUC DEPARTMENT. 2)PRODUCT IS INFORMATION&RESULTS FROM APPUCiQUE 7ESr REPORTS, THE FLOFDOA WTI YNC �j�6'•-.�....... •.%(G�� � IFSTA[LFD BY ANYONE OTHE4 DaN A LICr7N5FA CONTRACT OR EX MINCEO WITH UNSGVLAT04 OF THIS TYPE OF PRODUCT. 3) CODE VERSBT4 CON9DERHD V .i THE EVAULATI04 WAS THAT IN FORCE AT THE HME 'e�bb. "IF of ak,�0 3 YC CHANGES AVE OCCURRED TO THE ECT OR A515Q.T%Di WI APT HAS BEM TFSTEDTTQN ENIITYS CEFT�FTGUE THAT CAUSE TLIESE LYSTALIATIONS TO BE OF THETEVENT THAT NEW DRTHE EVDIT OF CODE ADDITIONAL TESTING 4SCOMPLETED ON/ REFERENCED W.NTNG N0. RLY. IL THE LEAST DESIGN PRESSURE SPECIFIED ETHER IN TMS DRAIMNOG OR LN DZ PRODUCTS CERTIFICATION SHALL CONTROL MR PRODUCT,PRIOR TO STATING CODE CO.MPLLWCE WITH DIE STATE,DIE MANUFACTURER •�24� H THE INSIA=PRODUCT. SHALL CONFIRM WITH THE fNSTALLADON EVALUATION ENGINEER OF RECORD DAT THE S.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY, WATER PROOFING OF DIE'.NSTAL ED PRODUCT IS NOT PARr OF I INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING, !IEEr N0. :,5_B1SrAI.4ADOH-CFNiRFIGTAN.-TiYAT-RESPONSIBILITY-SEMI+JE-THAT-OF-IHE-MANUFACTURER-&/OR-MSTN.UEA. --- CODE-AHD-APPLNGB:E--STAN044OS —_________.-___----_ ______ .___-__--__._ ._ _- a,.___ - 4 --- w5 aY5 h01: MTG 1 FOR MAX. FRAME WIDTH L FOR MAX. FRAME LARDTN SEE PRESSURE TABLE ON THIS SHEET SEE PRESSURE TABLE ON THIS SHEET 41 6' MAX. 78O=MAY-—I 02 6- MAX. Q MAX E _FIN_ANCHOR_WITHIN_4- ZTABLE" FRAME SCREWS WHERE- OF CORNERS & 8'MAX. SHOWN. SEE "FRAME 2 1 j D.C. SEE 'FRAME T ANCHOR REQUIREMENTS ANCHOR REQUIREMENTS ON THIS SHEET o I j TABLE' ON THIS SHEET o FOR REQUIREMENTS. Li I FOR REQUIREMENTS.in J ...1 •� CPPOSf1E .F SIMILAR SIMILAR tr w EI E1 -�— `2--------- --- -- -- --- - E2 --- �--------- CL CL U <O : O w, � ALTERNATE ANCRQR/SUBSTR.ATE EVALUATION NOTE: W z a.j17 `t ALL ALTERNATE ANCHORS IN THEIR SPECIFIED o O o C n SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE j c=, 180.0 X co WTH THEIR APPLICABLE STANDARD(S) AND ARE FOUND = I = r W o TO BE EQUIVALENT TO OR STRONGER THAN THE w_ lr wCL ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. ! w- W_ -- FRAME ANCHOR REQUIREMENTS TABLE _ i Xsy OPENING TYPE FRAME/NAIL FIN/STRIK'c TO dINIMUM M!N!MU1A SIMILAR k S!MIUR k ,SUBSLRATE) OPENING FASTENER TYPE EI.iBED EDGE DIST. o OPPOSh OPF'0'SITE Y 1,�j (3)FRAME SCREWS zm MIN.2 WOOD F SUCK 1 ¢ m (MIN.GR 3&&G-O.555) N0. ID SM.S OR W000 SCREW 1 1/4'' 3/4' _- 4' MAX. w< MIN. 19 CA 33 KSI METAL STUD NO. 10 OR.5 SELF TAP DRILL SCREW FL.TI 1/2' MIN.1/8'THK A36 STEEL N0. 10 GR 5 SELF TAP DRILL SCREW FULL 7/2' 1 MIN. 1/8'THK 6363-T5 ALUM. NO. 10 GR 5 SELF TAP DRILL SCREW FULL C-90 CMU/2500 PSI CONCRETE (1) 1/4-CoNICRETE SCREW 1 1/4. z- EXTERIOR ELEVATION: EXTERIOR. ELEVATION: o ��85 7 SINGLE FIXED--PANEL SINGLE FIXED PANEL Wz 2)NAILING FIN FASTENERS cn w =J_,-u SCALE: 3/4"= 1'-0" SCALE: 3/4' = 1'-0' MIN.2X4 W000 FRAME OR BUCX� t1 GA ROOFING NN! 17 8 1 2 -w ��$ (MIN.GR 3&G-0.55) / / (NAIL FIN MOUNT CCNDf ION) (FRAME SCREW MOUNT CONDITION) y r z�3 MIN.2X4 W00D FPAME OR SUCK (MIN.C.R.3&G-055) NO.8 X 1 1/2-SMS 1 3/8' 1/2• �3'Zi WIN. 7/8-THK A36 STEEL NO.8 GR 5 SU TAP/DRILL SCREW Fuu._ 1 z" ALLOWABLE PRESSURE TABLE ���aLasarcersss MIN. 1/8-THK E053-TS ALUM. NO.8 GR S SELF TAP/DXU.SCRO FULL 1/2- (FIXED PANEL DOORS) \ �.R•... STRIKE SCREWS `tti .•• •••.�!��ry`• MIN-2X4 WOOD FRAME OR OL'CK MAX. MAX FRAME ALLOWABLE =�Q' 111 •• �'� z ap I W NO.9 SMS OR WOOD SCREW 1 1/4- 1/2' FRAME WIDTH PRESSURE Q - 0 °'�='Y� �r (MIN.GR.3&G=0.55) :O:y 0 p;,3 q t`t' Iz . MIN.-18 CA:33 to.METAL MD NO.8 GR.S SELF-TAP DRILL SCREW FULL 1- 1/2• HEIGHT POSITIVE NEGATIVE :t? a..jt G 0i�.u \ •ni 'MIN. 1 "THK A36 STEEL N0.8 GR.5 SELF TAP/GRILL SCREW; FULL i I/2" 81 1/2' 34 i5/16" 30 PSF 135 PSF �,�51% O �.;'`J^ MIN.1/8"THK 6063-15 ALUM. N0.8 GR.5 SELF TAP ORILL SCREW I FULL ! 1/2' 95 1/2" 47 1/2" 25 PSF 25 PSF 252- (1) C-90 CMU 0o PSI CONCRETE (�)3/16"CONCRETE SCREW :1 1 c-1 %36''• _ .^'' 4 v� P14ASET%RED HEAD TA.-CCON SCREWS SHALL S ORLS.S)OR HCONS ILT7)KWIiC-CON 11(CS OR SSJ.I7VL �`���9M•�p��,\``4 oRnx'Inc No. H fLLv. (2)WHEN SCREWS ARE USED WITH THE NAIL FIN,THEY MUST BE A IVAFF!.E HEAD SCREW asaa� �l4$ OR HAVE A FLAT WASHER AT THE SCREW HEAD. ')Asl(Er NO. ----- .(3}FRAM[-SFiFARSCRFWS-MUST-BE-?AN-T+fAD-SCREV35.------ ---- --- --- ---------- ----- ----------------- `------- --- ---------- ------ - --------Z--OF- 4�- FIN ANCHOR PER ELEVATION -SUBSTRATE 13Y OTHERS PER 'FRAME -FRAME ANCHOR PER -ANCHOR REQUIREMENTS TABLE" SEALANT By ��ON 1/4 MAX. SPACE FRAME WIDTH OTHERS BEH NO NAIL FIN SEAL SPACE WITH LOW EXPANSION FOAM AROUND 3/8" MAX. SHIM PERIMETER OF WINDOW FRAME SUBSTRATE BY OTHERS p 1/4"MAX. ..K AT EACH ANCHOR PER ANCHOR SEALANT BY REQUIREMENTS OTHERS 'ABLE" SEALANT GY- OTHERS SEAL SPACE �E FIN RON r WITH L% 2PER hD%TVi 011❑ EXPAIN SID SEAL SPACE - WITH LOW FOAM AROUND EXPANSION FOAM PERIMETER OF WiNOOW SEALANT ni C) AROUND cz .-PERIMETER-A L------ EXTERIOR -i:-;7* EXTERIOR ------ - -----QT.HERS-BEHIND OF-`WINDOW I NAIL FIN u FRAME SECTION ro2,\ FBI EXTERIORBy go- SEALANT 1/2 FULL \,V SCALE OTHERS own SECTION d1 (FRAME SCREW MOUNT) ca o c A) SCAl F- 1/2 FULL (NAIL FIN MOUNT) SECTION SCALE- 1/2 FULL \-4,/ (NAIL FIN MOUNT) 1/4" MAX. SHIM'_ FRAME WIDTH AT EACH ANCHOR /--SEkl- SPACE WITH LOW EXPANSION FOAM AROUND CLI PERIMETER OF WINDOW FRAME Z03 FRAME ANCHOR PER ELEVAIRON-"-� wo v)(4m SUBSTRATE BY ;cg EXPANSI ON OTHERS PER F1 z FRAME ANCHOR —A REOUIREMENTS (PLERIOR ......... TABLE" C3 0 07t SEALANT BY cv ay - &, OTHERS !2 3; SECTION SCALE: 1/2 FULL \,V (FRAME SCREW MOUNT) NG R&v.48 H S�w NO. ------------