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HomeMy WebLinkAboutSUBMITTED PAPERSi Att APPLIEABtE WFO- MUST BE FOR►tPtETEU FOR APPtIEaTION` TOr BE ACCEPTED Date: 09/02/2014 Permit Number: --�' cg lv/vEn 13 -BuMing PenWt Appl-icatlDn St 4uc L Planning and Development Services COUnty Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential X PERMIT APPLICATION. FOR: Window/door PROD®" rc �' � :can W�CrV,�r�lclI}YTLO4r � „ r�-r(� �, .�*�.��;�a- 4L -spur.. +. rv.'w uR'.-.w�x..r �. A=`c,..rv.�4r grnd^a-�.MFyuz. .... .. wrM-.Ye a-, Address: 6012 Myrtle Drive, Ft. Pierce, FL 34982 Legal Description: Indian River Estates-- Unit 08 - BLK 67 Lot 12 (MAP 34/1.1S) (OR 2466-636) Property Tax ID #: 3402-609-0546-000-1 Site Plan Name: Project Name: 6012 Myrtle Drive Setbacks Front Back: Right Side: 'Left Side: Lot No. 12 Block No. 07 Replace 8 windows in 7 openings - PGT Impact windows, low-e, insulated, white, aluminum, Single -Hung 700 Series_ u OHUAC Gas Tank I_j Electric Q Plumbing Total-Sq. Ft of Construction: 103 SF Cost of Construction: $ 7,000.00 this permit- cnecK aii Tnat apply: E]Gas Piping Shutters a 1/Vindows/Doors OSprinktem OGenerator O Rc of Sc . Ft. of First Floor: 884 Utilities: U Sewer USeptic Building Height: 14' A�ONl`RAC'i"OR m . Name Jennifer-M. Bertoszek Name: Louis Cefolia Address:-6012 -Myrtle -Dr. -Company: -Amant .Homes of Florida, -Inc. City: Ft. Pierce State:FL Address: 1669 SE South Niemeyer Circle, Ste 106 Zip Code: 34982 Fax: City: Port St. Lucie State: FL Phone 40.772-246-84% Zip Code: 34962 Fax: 712-934-73a' phone No. 772 224-2204 E-Mail: jenmosFL@aolcom Fill in fee simple Title holder on next page (if different E-Mail. anianthomes@hotmiaLcom from the owner listed above) I State or County License: RR282811738 If value of construction is $2500-or more, a RECORDED Notice.of Commencement is required. r , �UPPLMET,�CCS�RUCt�NtFNIIJ�►ltll �, tIUE*Ci�M�1TtONa� , 4�}Y', '. .di• rt. A rz� { „- -r .1 d, rro a.. �;�s�.rn� ,. ...-s ,. iS.i ��, 4J P. �,+ DES. NotAppticabte MORTGAGE COMPANY: x Not Applicable Name: Name: Address: Address: City: State: -City: State: Zip: Phone: Zip: Phone: EEE SIMPLE TITLE -HO-LDER X Not-Ap.pli-cable SOUDiNG CQN1IPANY; X .Not -Applicable 11,M1an ie: 11,41ai7ie: Address: Address: City: City: Zip: Phone: Zip: Phone. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home • Owne.rs•Association and -review your deed for any restrictions which may apply. 'In consideration of"the granting of"this requested perrriit,`I do'hereby agree'tha"t'I will, -in Al respects, perform "the work -in -accordance- with-th-eapproved ptans; the-Florida-Building'Ocrdesarrd-St.-tucie-County - Amendments. The following building.permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures; swimming pools; fences; walls; signs, screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for ,improvements to-.your.property..A_Notice-of Commencement must -be recorded and. posted; on the. jobsite befoceh te first inspectiori tf-you intend-ta-obtain,fi.nan.cirfgr consult With ten:d.& or. -an attornXey before. commencing work- or recording vour Notice of Commencement. Signature of Owner/ Agent/ Lessee I Signature of Contractor/License Holder STATE OF fLORIDA COUNTY OF STLUCIE The foring-instrument -was -acknowledged before -me this t._ggq�;ay of L5P [XK , 20 14 toy STATE OF fLORIDA COUNTY OF ST. LUCIE The forgoing instrument was acknowledged before me this MD day of SEPTEMBER 20 ' by LOUIS CEFOLIA i LOUIS CEFOLIA (hiame of person acknowledging.). (.Name of person acknowledging, t P ( ignature o No P lic- State of Florida) ( ignature of Not(ry Pu lic- State of Florida ) .P&rsonally.Known X OR.P.roduced.ldentification Personally.Known x O.R.Produced.ldentification Type .ofadentification.P.roduced Type of Identification Produced o�*aY Pie,,, c•i�, PATRICIA A. JACOBS r a•••• PATRICIAA. ACOBS.. +r .•• ••. Commission.No. MMISSI 4*4171, Lommissior�MCQMMISSION11FF0941Z(SPgI.) EXPIRES; March 18,2A18 mrch 16,2018 �qNRNry661VIM Revised 07/15/2014 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE •tN ITI•ALS JOSEPH E. SMITH, CLERK O?-� QHE CIRCUIT COURT - SAINT LUCT--^AUNTY FILE # 3991172 OR BOOK B PAGE 1043, Recorded 09/03 4 at 10:27 0 1�ERR>,rrrrRmt9txt: � .. .. ■ The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida statutes the following information is provided in the Notice of commencement, 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER: 3402-609-0546-000-1 SUBDIVISION"°"' — BLOCIi;67 TRACT---- i LOTj2-- ___;BLDG UNIT08 6012 Myrtle Drive, Ft, Pierce, FL 34982 7,. GENERAL DESCRI"ION OF DAmOVEMENT- Replace (8) non -Impact windows for Impact windows 3. OWNER INFORMATION: a. NameJennifer Sartoszek b. Address 6012'Myrtte Dr., Ft. Pierce, FL 34982, C. interest in propettyOwner d. Name and address of fee simple titleholder (if other than owner) N/A 4. CONTRACTOR'S NAB ADDRESS AND PHONE NUMBER: AMANT HOMES OF FLORID& INC. 772-224-2204 �loioq S�,SD1 I�ielNe �' ejt'c.�C,�l'G ID t �i�r-Yc3f: lucsiet FL0415Z 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: N/A 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: N/A 7. Persons within the State of Florida designated by Owner upon whom notices or other•documents maybe served as provided by Section 713.13 (1)(a) 7., Florida Statutes. NAME, ADDRESS AND PHONE NUMBER: JENNIFER BARTOSZEK 6012 MRY'TLE DR., FT. PIERCE, FL 34982 772-216-8418 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME. ADDRESS AND PHONE NUMBER: ANIANT HOMES OF FLORIDA, INC.166E SE sOLrrH NIEMEYER CIRCLE, PORT ST LUCIE FL 36652 9. Expirationdate of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) 120_. Sisuature of Ownerts Aul JENNIFERBARTOSZEK, OWNER Print Name and Provide Signatory's TitldtMlce State of Florida County of ST LUCIE Tho forcgoing instrumenr was acknowlcdgod befure me this day of SEPTEMESER Zo 14 By JENNIFER BARTOSZEK as OWNER (Name of person) (Type of authority... e.g. Owner, officer, tm4w, attorney in fact) For 'OWNER (Name of party on behalf of whom instrument was executed) Personally Known— or produced the following type of TD: _ PATRICIA JACOBS : . PA7RCIAlIJACABB MY0011M ONtFF094171 (Printed Name of Notary Public) (ignaturoaf Not Pu ic) S. It EXPIRES: March 16.2018 i?w P BodMftBU*N*g$Wi F Under penalties of perjury. I declare that I have read the foregoing and that the facts in it are true to the best of my knowledge and belief (s 'an 92.525, Florida Statutes). Sl ture(s) of Owner(s) or Owner(s)' Authorized Otfleer/Director/Partner/Manager who signed shove: By: Ay .rlr..suaucun t STATE OF FLORIDA ST. LUCIE COUNTY THIS&STq,.CERTIFYTHTHF IS TRUE CORRECT C Y TI Date- Florida BuAding Code Onlim Page I -of 3 File copy o r • ®4 r � � 1! �� , ftda Departirkinto( BC15 Home { Log In User Reglstm ion 1 Hot Topics , Submit Surcharge ; Stats & Fads Publications FBC Staff ( BCtS Site Map € Unks Seardi Busines �� Professi na laPublic Approval Regulation - Product Aooroval Menu. Product or Anolication Search. Application Ltst.�..0.ppLiraRlAn,^^+�°� a� ^w• 'ar„r4', •"j� FL & FL239-R20 61 Application Type Revlslon Code Version 207.0 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratlfled by the POC and/or the Commission If necessary. Comments Archived 1 Product Manufacturer PC,T Industries Address/Phone/Emall 1070 Technology Drive Nokomis FL 34T75 (941)486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowskl jrosowsld@pgtindustries.com Technical Representative Jens Rosowskl Address/Phone/Email 1070.Technology Drive -N6komis,-FL34275 (941),486-0100 fxt21140 Jrosowskl@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory JMWngle Hung . Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard TAS 201, 202, 203 .Lqutvatence-of. PmductStandards Certified By Product Approval Method Method 1 OptiorrA Date Submitted 11/27/2013 Date Validated, 12/02/2013 Date Fending FBC Appr OVEi Date Approved 12/09/2013 Surnmary of Products year 1994 http://www RQndabu 1,ding;arg/pr/pr_-apP_.dta.aspx?.param=wG,EVXQwtDgjj$J_BUSCA T?8.... 9/2/.201:4 Flimda Building -Coie'Qahne. Page 2.4 3 FL # IModel, Number or Name Description 239.1 ISH - 200 on -Impact) Aluminum Single Hung Window Limps of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R20 C CAC 11-1013.12.Ddf Approved for use,outslde HVHZ: Yes Quality Assurance Contract Expiration Date impact'Resistaml: `Nn 'ii=i/0'IfZiTio Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R20 II 11-1013.12.Ddf product performance Information, anchorage details, and anchor type, Verified By: Mlaml-Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.2 ISH - 500 (Large Missile Impact) WInGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved,for,use In-HVHZ: Yes FL239 R20 C CAC 13-1009.05.adf j ,Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 01/O812019 Design Pressure: -N/A Installation Instructions Other: Please see Miaml-Dade County Notice of Acceptance (NOA) for FL239 R20 II 13-1009.OS.Ddf product performance Information, anchorage details, and anchor type, Verified By: Miaml-Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 ISH - 600 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in Yes. FL239 R20 C CAC 11-1013.13.1)df Approved -for use outside-HVHZ: Yes l[W Assurance Contract. Expiration. Date Impact Resistant: No O1/26/2016 Design Pressure N/A Installation Instructions Other: PI ee Mlaml-Dad my No a of Accep FL239 R20 U 11-1013.13.0df prod erforman Info Ion, anchorage a nd anchor type, Fled By: Mla CE spacing info tion. Cre to apendent Third P Eva ation Reports Created by Independent Third rty: 239.4 ISH - 700 (Impact) WlnGuard Aluminum Single Hung Window Limps of Use Certification Agency Certificate Approved for use In'HVHZ: Yes FL239 R20 C CAC 11-1013.14.odf .Ap m,_qd farjmaAutAIIda.4tMELi:Ym -Mft Pssuratus *Fs ra2!axpLmtlstt makes Impact Resistant: Yes 03/26/2016 Design Pressure: NIA Installiatfortinstructions Other: Please see Mlaml-Dade County Notice of Acceptance (NOA) for FL239 R20 II 11-1013.14.odf product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Patty: " Evaluation Reports Created by Independent Third Party: 1239.5 ISH - 800 (Large Missile Impact) Multi -Story Aluminum Single Hung Wlmdow Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL239 R20 C CAC 11-1222.04 LM f rAppra�ditrrma3iaraa%3ide'Y]?i'k�":'d€er< itlr rut%e.�..r3trau@' --rk0ate, InWact Resistant: Yes 05/0 017 e gn'Pressure:'N/ at "Ion Instructions Othe eas laml- a Count o A tance (NO FL239 R 4 LM. df product performance Information, anchorage details, a or type, Verified By: Miami -Dade BCCO -CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.E ISH - 800 (Small Missile Impact) Multi -Story Aluminum Single Hung Window Llmits.of.Use . Certification Agency.Certlflcate Approved for use in HVHZ: Yes F1.239 R20 C CAC 11-1222,05 SM.Ddf ApproveIuse outside 'r"€V'rFPr'Yes -uailtff Daft, Impact Resistant: Yes 05/03/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance (NOA) for FL239 R20 II 11-1222.05 Wedf product performance information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.7 SH-3000 (Large Missile Impact) Architectural Systems Aluminum single Hung Window LJmits.of Uae CertiUcation.Agency:CeFtificatq Approved for use In HVHZ: Yes FL239 R20 C CAC 12-0736.02.odf ApprovedYor use outside`HVHZ:'Yes uafHy, Assurance Contract'Expfration `Date Impact Resistant-- Yes . -12/116/21117 Design Pressure: N/A Installation Instructions Other: Please see Miaml-Dade County Notice of Acceptance (NOA) for FL239 R20 II 12-0726.02.Ddf I product performance Information, anchorage details, and anchor type, Verified By: Miami -Dade BCCO - CER size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Pa 239.8 SH-3000 (Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification-Ytgency Certificate. Approved. for use in HVHZ: Yes FL239 R20 C CAC 12-0726.Oi.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant- Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Mlaml-Dade County Notice of Acceptance (NOA) for FL239 R20 II 12-0726,O1.Ddf product performance information, anchorage details, and anchor type, Verified By: Miaml-Dade BCCO - CER size, and spacing Information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: E] :ffwww.filori-s�di : lPrfr `apt-dtl.wpx` mm,-- E "iiDq lBu8C rnB... 9/'22,/2414 1 114" MIN, 1/4" 1&%X. SHIM 3 3 KSI MIN. CONCRETE; OPTIONAL 1x WOOD E)UbK �= C (:;EEE NOTE 4) Ih�-- ,hRIOR INTERIOR ALL HEAD AND SILL DETAIL ) 'RETE ANCHOR NOTE 1 & 3) 2x WOOD BUCK . I (SEE PIO'(E 4)� r'� s •� 13l6" MIN,,1/4" TAPCON AN . ' •� h' •4.3/4" MIN.,1/4°i CRETE-FLEk �I MAX, ` SHIM WOOD ANCHOR (SEE NOTEE � & b)® DETAIL A Df=TAIL B TYPICAL FILAN( ED HEAD ANCHORAGE41-1 'I VP As 114" MAX. SHIM �I?Ik. a CONCRETE ANCHOR, y ! FH BELdW MEETING RAIL. (SEE NOTE 1 & 3) A\' 135 KSI MIN, CONCRETE I 1.: oF1.5 kSl MIN. CNIU� u BUCK OPTIONAL WITH Sbup CONCRETE S41BS'TRae Ism 14m 4)A MAX SHIM 1, FOR CONCREETE APPLICATIONS IN IAIAMI-DADE COUNTY, IJS� ONLY WAMI-DADE. COUNTY APPROVED 1bP ELCO TAk)ONS OR 11W SS4 CRETE-FLEX. MINIMUM 1516TANCE 12RUM . ANCFIOR TO CONCRITE EDGE is 3m 2, FOR WOOD APOLICATIONSIN MIA[JI-DADS COUNTY, USE fM STEEL SCREWS (GO) OR 114°'SS4 CRETE=FLEX: 3, FLAT HEAD ANdHORd, WHERE RECIUIRED, MUST HAVE #/12 TRIMFIT HPADS. 4, WOOD BUCKS 13EPICtEd IN THE SECTIONS ON THIS PAGE Al ix AkE BUCKS WH05EE TOTAL THIO:'.NE SS IS. LESS THAN 1 112". 1X WOOD BUCKS ARE OP'1'iokAL IF UNIT CAN BE INSTALLED CJIRtCTLY Td SOLID CONCRETE, WOOD BUCKS DEPICTED AS 2x ARE 1 1/2" THICk OR GREATEK. INSTALLATION TO THE; SUE13TRATE OF WOOb BUCKS TO EIE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICT ON. 5, FOR ATTACHMENT'ro ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 60¢3•i5 AND .A MINiMU1Vl bF IM" THICK. THE ALUMINUM S'TRtICI'Uk& MEMBER SHALL BE OF A SIZE TO PkoVlbk FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE AP1ICHOR SHALL BE A 412. SHEET mg TAL SCREIW WITH PULL ENGAGEEMFNT INTO THE ALUMINUM. IF THESE CRITERIA ARE MET, THE RESOECTIVE DESIGN PREeSSUREESAND ANCHORAGE SPACING FOR TW O14S MAY BE USE.). A FLANdtl) FRAME CPMPONENT MAY BE SUBSTITUTED FOR AN INTEGRAL FIN FRAME; C&VONENT FOR MULLED APPLICATIONS. FOR INTEGRa FIN MULLED APPLCATIONS IT IS EXCEFrrABLE TO REMOVE THE FIN AND ATTACH TO THE MULLTHROUGH THE FRAME USINO THE FLANQEO,FRAMEi. ANCHOWE REQUIREMENT. 6, ANCHORS ARE NOT F(EQUIRED AT THE SILL OF FLANGED UNITS, 7, MAURIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO cpNTAGT WITH OTHER; DISSIMILAR MATERIALS SHALL MEET THE R1LlQUIRtMtNtS OF FBC CURRE N.T, EDITION, SEGTiON $003.8.4(SUPPLHMt NT 2005).. - WOOD.ANCHOR, FH Bmom mEETINp RAIL. (19EE NOTE 2 S 3) INTERIO (ALL, JAMB 0-=.;AILS) EXTERN'lR 2x ftdi? BUCK (SElk NDTE 4),& ©!'TAIL D DETAIL•,D T'Y01CAL FLANGED JAMB ANCHORAGE r .131"DIA, MIN. x21M" NAIL, AT CORNERS AND El' Q.C. DETAIL F, (HtAD) 1/a SHIM 1/4,• WO(M) FRAME MAXHIi1. FW&E _ -'- .131' GIA. MIN. x 2: i/F.'" NAIL, AT OPRNER$ I --� ANPS"04.--- �b L .x 2. 12 AMAI MIN. A'Slam x 2 1/2` NAIL, AT COIANER$ AND 13" b.c. DETAIL t, (JAMB) DIETAII- (-1, (SILL) i'(RCAL, INTEGRAL FiN AIJgk-19RAGP & P.O. BD7C 752fi ..� N9x0ld18 FL XI74 i&ibh Better 1 ArM i7 a 41 FRAME; 40400 LYNN A•I,<<��4 5BJ05 err /:� °., FLORt�P'�.��G'�•` A. LYNf+t' M LLIO P.E. W,87,88 br 0� 70 15/16" LAMINATED GLA$S 1121, NQM. GLASS BITE OR HEAT STAEPIGTH�NRD GLASS R bUPONT P'JB INTERLAYER OR HEAT STRENGTHENUD GLASS ml, ►dOM. GLASS BITE 1/8" ARNSALEED OR HEAT STRENGTHENED GLASS .090 SOLUTIA (JR EIUPONT i' M INTER.AYER 1/8" ARNMI.90 OR HEAT STRE{dGTHENE;D GLASS 511W AMINAT61) AIR SPACE —� Ile ANNEALED ON TEMPERED GLASS 13/16" LAMI'IG QLASS VU/ 5111�M! P.o. eox �� nlpltauu0 Fl.sazra )DA. SITE LANII IG ""TBOARb LITS MAY E¢BE UPGRAI]ED TO S/16' WITH NO cHANGE IN DESIGN k RE89UIlt. mm-moR INYEfti0R * (ALL SE::CTIbNS) WS" ANNEALED Ok HEAT STRENGTHENED GLASS ,000 SOLO' "IA OR DUPONT PVB INTEffRLAYOR ,WW ANNEALSD OR HEAT STRENGtHENED GLASS 711W LAMINAtED LAMINATED GU.SS .112" NOM. GLASS BITE - 811T ANNEALED OR HEAT 020 SOLUTIA t7R DUPONT 311VANNE WD OR HEAT 7118° LAMINA7O-D d .. AIR SPACE 1(¢"TEMPEP;,Eb GLASSA 11,V16" LAMI IG GII.ASS W/ 7/'10.' LAMI auto. STREW(: TIIENEP GLASS PV8INTERLAYER STREN(3THENED GLASS 1=ull 1 Z ?- 91 1 ndmrka INN Af11 6Z I4o.6�70' = `w4 4 OAfi•� A.UVOMIU.M; P.E. FL- P.E.# 58706 III FLANGE OR INTI�CIRAL; FIN WINDOWS W/ OIIGFI Sli.l ®ff-10- BASED ON FLANGED WINO0 TIP TQ�TIP DIMEN€I90N$l WINDW H916"T 1A►I GLAIls .,iYPB 69"~ tAELE I. 460.0 8Q.0 +I;;.0 -00.0 K9b.0 -b0.13 +ea0 -00.0 +$Q6 •80.0 +60.0 �00.11 +80.0 a ,O; +60.0 •I� 01.0 -W.a +80.0 W +80.0 •8®.0 + •80.0 +40.0 •80. +79.0 1-7,£1.0 " A,S, +8D.0 80 0 .+60.6 .+6D.� -60.0 1-9 .0 -80.8 :+ea0 •80.0 +i70 7a.8 +77.3 �77.0 +76.9 •YFr.O �a o/�": a',a;�I +60.0 •a .o .+80.a. •�u.a t��.s 7g.�, a �6.2 ,7g.2 +�a 8 ' -7S.® +ra.4 .7s.a .+i4.0 .i4.o u� TO 63 ita" 'c,c, , Lal,I ,4 , ,L ' +80.0 •eo.o + .8 -So.o '+e .0 -Iio.a '+eo o 4,0 o.b -eo.o +e0.0 -I;o o +eo.o -ep.o .mom VAND -VIEW & RAW tOP FLAt aIE Oi IF FIN WINS / 915i'l 1 L 0pTIKAJ'�ij TALE Z. ISA EIS ON FLANGEM WIN<;Ja1fV TIP-Tt) 'tP �&AME DIVIENNO r [NINOW IHimew . 1MID7H GLA1I0 TYPE a0 af9p 4" g0 6l8" 48" A, W +80.0 60.0 +OoA -80.0 +86,0 -00.( +00.0 ,80,0 +10.6 -70.0 M7p.0 �70 Q +70.0 so". AIBM ' +6D.0 .BQ.O +OD.0 -80.D 'd .0 -$0.t1. +79.9 70 ,+'!01) �70.0 +70.0 ,70I1 +70.0 -7b.0 AIB; mA +60.0 40,0 + 0.0 !e0.0 'h .0 - 0.6 :+76.9 •7" +7ad -70.0 +08.8 -W +67.6 $7.6 691/g" A, , +8Q0 •8d;0 + .6 •80.0 +86.0.40.0 +75.0 q$L .-ft •6e,o +60.7 r86.i' +65.5 •6t.6 id31 G,D,E,F�(i,lU,4J,K,L 4eo.0 I +qo 0.6 -00.o +86.0 10.6 +80.0 .006 .4`1.6 40.0 �70.0 a70. +70.0 L.+I-0 rBOTC" view rS NIA® A$Eb ON FLANGED •7vi 70+ .0 tj PACING RAIL H TSAH "O" pIT, MEETINIP RAIL rK.. H W l�r. poll MINUS SASH 70.0 HT. MEETINO RAIL Kli. A H 4 l•f • •'rv.,o w !v'. rvC _ 1' �61.: YPN7 G. 13116" LAM! !0 -1/8" T, Aqa SPACE, WS" LA1141= { LMA 000,118"A) H.18/18",LAm( M -11W T, AIR SPACE, Of LAND - (1/8"/4i.0k,1 um) 8:14 �4546 I. IN16" LAMI 10 -1/8' T, AIR SPACE, I L. 1� J. W..19" ►AM110 -,/8" T. Aik SPACES 7116" LAMt) - $8/16"A,.dOD, 9116'A I=TIrf6gfl, ?4850T - - K. 12U16" LAMI IO -1/8' T. AiR SP/1Cf, 7/16" LAI111 •,(3M6'�A..b80. 3118"49I i�i1,r194A, 46f3D, 4956 _ _ L. 13j18" Ll1M110.1/8" T; AIR SPACE,' 7116" LA . (S/16"Ib8, 080, 3/9F;'HS� I�TL A640, ?J650 M. 2f16^ 1 Ml 10.1l8'A, A R SPACE 8/16" LAI$11= (1/6 &0010,118"A}rdA M��so6s hIi�TES 1. VVINDOM WITH TH6 LQW SILL OPTION Al4ty LIMITED TO A POSITIVE DESIGN PIiEi51SURE OF +04.0 PSF OR LOWI=R AS SHOWN IN THE tABLrzS. NEGATIVE Dgm, N PRESSURES ARE UNERFE¢TED. 2. tPI3INTEGRAL FIN WNDOW DESI uN PRES`SUKES USE THE ABOVE TABLES $Y D�DUCtlhlt`,1"FROM THE FLANGED TIP-TO-110 I:RAME 41MENSIpRIS. 8. {I,VAILABLE. SP,SH H#IGMTS FOR t.UttOM WINIJOWS ARE 12 6/8" MINIMUM TO 36- MAXIMUM. �,0. ��CcFL i�Y 9 NQ w7, , 4QD 4 G OVISED 8 i4ltfi.lhe Florida Ida d-t�4.t:D1 ANdHOA QUANTITIES FOR STANDARD VIEW AND RADUS TOP FLAN WINDOWS - - TABLE 6. ANCHORAGE NC'TE:S:. WINDOW HEl 'HT 1. ANCHOR TYPES: 1-114" EILO TAPCONS 2.1J4" SL60 $S4 CRETE FLEX SUBSTkA'TE: 29.855 37,16. 44.855 52.155 69.666 67460 74.655 "0 3 - #112 8CIkE*F7 ANCHOt'I YpE. O O U {� U U to U O f) QQ c� Q U U v 2, ;4NGHPJR LOCATIOf�IS ARE BASED ON THE WINDOW GLASS N' N�� ri0C4,z ' e.ib�0`'e7N N..zMOeyz��1n0�2'.��s�ONzT2:t���yz Z r O cd 9 pp a O O � O O c i O FOLLOWING DIMENs ONS: WIDThI . TYPE . 's U ,� (] c� . to U a U ?y U - U U O c� �1EAp-1E11/2° MAX. 1=RbM TdP CORNERS C,6,E,F,G, 1 ' '1 1'. 1 1 1 1 1 1 1 1 1 11 1 .._1 _ � 1 _..i._ _1 _1: 1 1 1. 1, . 1 JAMBS *17 1G'11MAX FROM BO TCM CORNERS 1 9.1 222 1,22_2221222222222222222Z22Q322232322232 8"MAXBEU,)UifMTG.RAIL 18:125 �` ABM _1 1 Ti_ 1 1, 1 1 1 1 1 1 _ f;_ 1 _1 _ 1 1 _1 1 9 1 ��32 - SILL r AwpkORS NOT REQUIR613 11 1 17117, 222 1 2 2.2212222222 2 2 2272;?222222.,32 2 2 3( 23PSF a"9 _3. INSTAi L FER THE ADJACENT TABLE ANCtOft`QUANTITIES USING 't H6 DIMENSIONAL CRITERIA OF C,b,E,F,G, 1 9 1 1 1 1 1 1 1 1. , 7 I 1 9. 1 1 1 1 1 1 i 1 1 NOTE R. 244000 W,6J,K,L IIII 11 221 1 �2L2 2 2 212 21 323223232223232232L ABLE WIDTH AND HEiGHt 1JIM2NSION ARE FOR M 1 1 1� 1 _1 1 1 1 _I 1 1 1 _'I_ 1 1 1 1 1 1 1 1 1 1 1 FLANt7 D WINDOVA4. INTEGAAL FIN DIMENSIONS 1 1 111 1 .1 2 2 1 1 2 2 2 2 2 2 Z 2 2 2+2 2 2 2 2 2 2 23 `� 3 2 2 2 3 2 3`2 2 2 3 2 3 2 2 3 2 4RE1"LESS. PSF 8I8 7� &ESIGN SURS L1hAITAT`1014S: C,b,E,F,G, 1 1 I _7 1 1 llE22 'I 2 1 1 a 1 1, 1 _i 1 1 1 _i 1 1 1 81ZE gLOOKS OF THg . DJ NT TABLE WITH A :32.000 N,I,J,K,L 1 1 1 1 1 ;1 2: 2 2 2 2 2 3 2 �2 3 3 2 2 3 3 3 3 3 2 3 3 3 2[2 3 3 ,4 9 3 2 4 3 4 3 .3 A 3 B®LpI7A11CIZEDtiIa•�LIAEAb�3VE5TBiEM,INl;�1(3ATEA MAXIMUM DESIGN FyRESSUFIE WITH THE QUANTITY 1 1 i I _1 1 1_ 1 2 1L33 r 1 1 1 1 1 1 1 1 1. 1 1 . A,B.M OF ANC110RS SHOUtIN.LN BOLD. pTHERWt;cE, TFf- 1 1 1 1 1 1 2 2 2 2 2 2 ,2 .3 2 2 3 3 2 3, 3 3$ 3 d 3 3 2 [2 3 3 4$ 3 2 4[ 3 4 3 2 4 3 MAXIMUM DESIGN PSF 40 .78 PRES$UREFOR THI RESPECTIVE SIZE C,f),E,F,O, 1 1 1 2 _I 1 2 1_>. 2 1` 2 _e";_ 1 2 2 _1 2 2 1 _:2i_ 2 1 2 AND QUkPS t'YPE IS 37+400 N,I,J,K,L 111 11:1 2222222.322233322333�33,343$33[233.4 324[3.4�3243 AVAILABLE. A,B.M 1 1 1: 2 '1 1 2 1 2 2 1 .2 .2 1 2 2 1 2 2' 1 2 1 2 ...: 1 1 1 1 1 1 2 2 2 2 2 2 .3 2 2 2 3 3 3 2 2 3 3 3(3 3 3 4 3 $3 3[2 3 3 ,A $ 3 2 •4 3 .4 4 3 2 4 3 P$F 14 79 ` 62 .79 C,b,0,F,G, :a 2 2 2 2 2 2_ 2 2 2 2' 2F4_3 2 2 2 _2 2. 2. 2 2 2 9 2 .40A00 141JAK,L 1 1 1 1 1 1 2 2 2 2 2 2 2 3 2 2 3 3 3 3 2 2 3 3 3 3 4 3 3 3 3[3 �4 3 4 4 33 4 3 ,4 4 3 3 Ii 3 A,BM;29. 2 2 2 2 2 `1!_ 2 ,2 2: 2 Z, 2 ,z_ 2 2' 2 ,2_ . 2 . 2. 2 111111_'1 22222 2., 22333$22334[3:33.43333[34344334[3�I43.353 TA LE PSF 48 79 ' 5$ • 73 791. C,D,E,F,G, "a 2` 21 . 2 a 2 2 2 a! 2 ?,` .. 2 1 Z 9 2 2' 2 2 2 _2 2 2 2 MAX. PSF 44.000 H;1,J,K,L 1 s 1 1 4 i 1 212 2 2 a 2 3 3 2 2 313 3 4 2$ 3 3� 4, 3 3 ;4 3 4 4 3 3 4 8 �I 4 3 3 4 3 ,4 4 3 3 5 4 P LIME W 93 �itciRevlssu A,B: M ^3 2 2 2_ 2 2, 2- _2 e! 2 2, 2 _:2_ , 2 : 2 2 .2 2 2 2 2 2 2, 2 H� 3- n complyi,!�s imot 11w blori4p• 1 1 1 1 1 1 d 2 2 2 2 2 3 3 2 2 3�[ 3MB 3 4 2$ 3�3 4 4..3 3 4 3 4 4 3 3 4 3 4 3 3 4 3 .4 $ 3 5 4 A ABOVE 3 3_ nil8ia nG'ada� PSF 4.5 74 ' 51 74 79 7# MTG RAIL p C,©,B,F,G, ,3 2 2 ;7 2 2 2 1 2 �' 2 _3_ 2 2 2 ;2 2 3 2 �_ 3 2 2MAlffl RAIL ioductGbneroi -a -18.000 HcI,J,K,L 1� 1, 1 1 1 'l 2 2 2 2 2 2 3 ,a 2 2 3[3 3 4 3 a 3 3 4 4 .3 3 ?4 4 4 4 3[3 4 4 4 4 4 3 5 4 :4 4 4 ,3 LOW S 4 As,M _^3 2 2. .. 2 �t! 2. "2, 2 r"", 2 2! 2 _:3_ 2 2- 2 :2 2 3 2 2_ 3 2, 2 �, �� 111 11 t t r " i 1 1. 12 2 2 2, 2 2 3$ 2 2 3� 3 3 4 S 3 3 3 �I [4 .3 3 4 4 4 4 3 3 4 4 4 4 4 3 5 4 ,4 4, 9 6 4 4r PSF 47 . 67 46 87 TEi 7>"1 HEAl7 2 ,�� LV�N bi1�3 �i, 2 2 2 :e; 2 3 _2 _.2; 3 JAMB ABOVE 2 2 _ 2 3 3 2 3 3 2 3 3 2 3 2 3 h k r33.125 H�I,JrK,L 1 1 1 1 1 ,� 2 2 2[ 2. 2 2 3 3 3 3 3[ 8 4 4 3$ 4 4 4 4. ,3 3 4 4 4 4 3 3 4 a 4 3 K. a 5$ 3 5 4MT0= 7n5 A,B 2 9' 2 _2'_ 2 3. 2 2 3 2� 3 3 2 .3 - 3 ;2 2` 3 2 _,3_ 3 2 3 JA1VtS 33ELOW = is �o MTG. RAIL 1 t. 1 1 1 ) 2 2 2 2 ,2 2 3 3 3 3 3 3 4 4 3 23 4 4 4[4 .3 .3 4 4 4 4 3 3 rI 4 6 4 4 3 B 4 ,6 .4 4 „3 3i 4 e (, 4®ic► II ; N �1� - - -� . J: s 1n�1irs1: ® ao z wnrc s iru�sx�r J M0ll0RA01E SPACING, ST,41VDARG 4/IEUV 'd �og�n toto TECMnIcLosy liltvE JJL Od/dP/!�. C rekOmt liQRWYlHRk8YR(GTW SY N{NIOLt�,FL942M •, �` fif�. 2 .4� U . S//m1(3L� tdUdVta. WINDOW IMP�IfrJT F1C . #il#�/06; B riDGt7 Cl 8TRICTlD19 St7E R4,8g1c16aa it t� nra-� ex aw Ee - M1�tc4Mig, FL54214 "d6ly Ream eata4am a ems mwc r sopro n A. LYNN MILL&, P:E. P.K. 7/79/OS.: J.J. W07 ByTGp Rf TS 8 ?9 4040ry20 D FL P.E.0 687'05 ANCHOR dUANTITIES. FAR 111 FLANGED T LUST E: 34.C*J�V 44.6UQ 2.6v0. � i6flOb 'HD TYPE Z 8 O , - 8tJ Z op � O§!glr0C4 V CS UCdpGI0a0 6�+—ZzZv N OV v8 0 p cz,OZZUIdD]W 0 8r CN( WIDTH .GLASSV � d,D;E,F,G, 1 1 1_ 1 1 1 1 1 1 1 1 1D.125 I,J, K,L `1 '2 9 1 9 1 9 2 1 1 ,1 _1 1 2 2 2 2 2 2 2 `i 'z :t 2 2 2 2, 2 2 2 c; 2 2 2 2 2 2 2 2 2 3 2 2 3 3 A;B,M 1 �1 1 ..�, -1 9^_ 1 1 1 �1-� 1 1 1 _1 �1 1_ 1_ 1 1_ 1 1 1__1_ ,0 1 2 9 1 1 1 2 1 1 1 2$ 2 1 2 2 2 2 2 2 2 2 2 2 :t 2 2 2? 2 2 2 2 2: _•1 2 2 2 2 2 2 25 2 2 3 2 2 _1 3 Li C,D;E,F,G; 1 1 1 1 1 1 1 1 1 ;1 1 1 1 1 1 1 1 1 2�{.DiU H,I;J,K,L 121 1 1 �^1 _1 212.'1222122--2-,>2Z.2222?�22'2232:?.222322213332233 _1 _1 _i _1_ _1_ A,B,M ,1-2.1r 1 1 2 1 1 1 2 9 2 2r2.1T2 2i 2 PT2 2� 2�2 2;,'t _1 2(2 _•1_ 212 2I3 2r? x�2 2T3 212 2' F3 3r312 r2 "3r3 3e';. 0 I ,,,.,.,;,.,� 11Z1.'I,4141'��1611 'dILI���I'I1111 1913121aIz;31KI�LgL2]i:1-313LL2121313131413121313131413131.414 1_ 1 1. 121 222231 232$21 22 3 23222,32'41222;33 322 3334323.!3,4,3.3:44 _1 L.! _i _1 37'000 d,D;E,F,G, H,I,J,K,L _1_ 22.12222312232$222;92322232,'T' 1 1` 1 1 1 2 1 _1 2 1' :2 2 1 2 _2 3423 1' % _2 334333h3,53344 1 2• 2 _1_ 2 p4B,M 1 1 i 1 1 1 2 1 1 2 1 2 2 1 2 2 1 .2 2 1 2 2 1 2 2 2 1 2 22 2 3 1 .2,2 32 3 22 2 5 2 3 2 $2 3 2 323 3 4 2 3 8 3 3 4 3 3 3 h3:5 3 3;4 4PSF 711C,D,E,F,G, Ljj, 2 2 2 2 2 2 2 2 2 2 2 $ 2 '2 2 2 2 241,00U 1l,I,J,K,L 2 2 1 2 2 2 2 3 2 2 2 32 � 3 2 3 2$ 2 32 3 3 _2 3 4 2 3'� 4 3 5 3,3 3 �E �!; 5 3 3.4.4 A,B,M 2 2 2' 2 2 2 2 1,22 2 2 2 2 2 2 2_ 2 2 2 2 2 2 221222232,_2323l23232324.23.3.3342_:..M4353$344,i53344 - _ _2 PSF 71I 44&D C,D,t,F,G, {1,1,�1,K,L 2 22222.22 2 2` 2 32 2 2�� 2 323223:124233334'�13333343533344,5344:5 2 2 2 2 2 2 2 2 2 2 2` 2 2 2 2 2 �...., A,RM 2 2 a 2 2 2 2 2 2 2 2 2 J22 2 2' 2 2 2 2 2 2 2 2 2 :. 2 2 2 3 2 2? 32 3,2 2 _2..._..2 3 ;1 a 4 2 33 3 _2 3j4 3 3 3 _ 3$ 4 3 5 3 3 3.I4•,5 34•:4 5 PSF 79 79' C;D,E,F,G, 2 2 2 2 2 2 2^ 2 2 2 2 2 2- 2 2 2 2` ,2 2 2~. 3 2 48.�D M,I,d,K,L 2'222 22232:t2334.2331, �2 2334342334.3533 34353345 •B 3455 2 2 2 2 2 2 2 2 2` 2 2` 2 d 2 2 h 3" 2 2` 3 2 2 2 2 2 2 2 2 2 3 2:>..� 3$ 4, 2 3 3 ;I 4 _2 2$ 3 4 3 4 2 3 .3 4; 3 5 3 3 4 3 5 3 3 4 ;i' 4 5 3 :4 5 5 PSF r? T9 7,9 - - CiD,E,F,G, 2 2 2 2 2 2 2 2 2 2 2 2 2 3_ 2 2 3 `. 2. 3; .3_ 3 53:125 W,I,J,K,L 222222232:; _2 �3$.4233A 34$ 3343,13334,3533444EI344di46345j6 _3 _2 A,B,M 2 2 2' 2 2 2 2 2 2 2- 2 2 3 .2 2 2_ 2 3` 2 a 3 2 3 a....d J. 1Dl4in1 2,222222322239.4233434233.43r49334,353,$44453K4i46344b _3 B AD[)d9FMNK, �.ANOR c? F3.0.6QX7681d •,® raF.vrrs. _•c.inu[vv J.� N914DhtlB, FL 3d►4 y g� s w- 1. ANCHOR TYPES: 1.194" ELCO TAPCONS 2. 1r:3° ELGO S54 CRETEE-FILE X 3.412 SCF�EVVS 2�AIdCHOR (LOCATIONS ARE BASED Ohl THE FOLLOWIING DIMENSIONS, HEAD-1811T' MAX. FROM tdP CORNERS JAIWBS-17112" MAX.1'116M 1'6P CORNERS 1W MAX. FROM b0TT6M bMERS 6" MAX. BELOW MTG. RAIL S1LL " ANCHORS NOT RECVUIRED 3. INSTALL PER THE AIDJACENY TABLE ANCHOR QUANTITIES USING THE DIMENSICNAL CRI TBRIA OF PJ1OTE 2, 1. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR KANQED VVINDOws. II?4TE9GHAL FIN DIME VSIONS A RE TP LEOS. 15. PES GN PRESSURE LIMITA'TIQNE $IM B: OQilS OF TH-TABLE WITH A i101p jTALICIZED VE�,LUE AEii3VE TMEM, IN{:ilQATE9 A MAXIMUM DESIGN PRESSUE WITH THE QUANTITY OF ANCHORS SHOWN 11-4 BOLD. ,OTHERV I$E, T MAXIMUM DESIGN -° PRESSURE FOR THI? RESPECTIVEE.SIZE AND Q1,"S TYPE IS AVAILABLE. TABLE KEY: MAX. PSF SDP L DS Ila �O 2PRODUCT 11��t REVIS.IID bomplylisgviith�iieFiorir'�I JAMB A130 f E a 3 MTG, RAIL BWtdln# Cadd cplancNo ®1 v - °/ JAMB �VtiP . MT'G, RAIL 'gel adeProBuFtcauroh (FULL 0P) I l l l f l r HEAD 2 �YS�N Mf(1Fi,,�` . 2 3 JAt��(�i/B� ��+ ,o ,•.\cENs y. ., /A�SpO/1�0E Q � ygg06 ,IAMB K. LOW IVIfG. FtAJL IUU IMPACT �f04Q 20 O FL P.E.# 68705 FDLObt TASI.� SITE 046 TABLE 48 6PP MAX. FIXED . DLO (ALL) . - I X 41I I1VMAX. VEAIT ULO (ALL) DE TAIL A 1!1 B t , BEE DLO{TAtl -Ell X I —631/6" MA}(. FLANGED WIDTH — 52;118' MAA, I.F. WIDTH D _"1 k 75" ft4x; ME A. ' A I.F, p-.� HGI TABLE DLPE 0 T/' HEI ;HT / 4 _ 78"MAX. 76" MAX. FLAAIGED FLAKGEC is 7118 NEB HT S ;14 HEI SASH SEE DLO J1 � NEIGFIT TABLE X N'011:4 DETAIL 9 VIEW ►NDAkb tA8Hj E-61 7W iax. 17b^ F HEI fiT E m� HEI fiT SEE DLO TAi LE Q ;SASH I SEE DLO TABLE �I f II HEBASH IGHT HEIGHT I�I B.+a I i DETAIL D DETAIL 8 p�P VIEW CIISTO. (Vi SA6H) RADIUS TOFF IOUSTOM SASH) 1 V 1�T1�S. 1. SEE SHE& 5 FOR VERTICAL AND HORIZONTAL SECT16N 6ETAILS. 2. S)EE SHki•T Y FOR COR VER DETAIL MI_WS. 3. SEE SHE&S 8 THROUGH 11 FOR ANCHORAGE INFOk MATION. 4. SASH HEIGHTS FOR STANDARD SASH WINDO'N5 (DETAILS B & C) ARE BASED ON A THREE OVER TWO 0ORMAT. en'TSr. aaar •-- JJ tOPDI}if . p NCI �ANQ !, il36iMT 1g70 ►Ec41NotA(sl' bRi1/E JR. . a�oriif . : c prca clrruvOEs T1119 stir s�dr. _ N4XOMM. MUMS �17 , F.K.fi/19108. B AiID/ATEORALFIN A..F.)VVIPION,CIi(3;ND7£�ADONOW4 P.049Ki�20 ■�.: r.n,11 N._,. k.P nt— I" NW UMIUL343,74 _ V'�siblrBae r ERTICAL 6A4 L_H H _ OPEMI1dq DE'fW L IXED LIT LOWS SILO. N#OHI SILL 341A!" ' 34 /1S" 8 41V. 4111" c 41114 /.L" 462 /J0. E 52114 52 sne° 8ASIF , ` OEYAI4 L®�►• SILL. HIGH SILL A 34 IN" t34 27 7114Y 2711$" 27 7111Y 2711 ' 9 6 3t9" 15 3/4" 1 TAP 15 014" na4 I A►7't j 4 411 4040-20 I "I {he41oT1d9 -taLuIIIIP, �b ° 'Nse' * 53705 r ~ 'Q A.", �l� 4 - "T' 9tAi aF ��'` 0+�' rrfll��101tln�n R, ;��� A. LYM`OIMILL! , P,E. FL P.E.# SM16