Loading...
REV-16-2584 Miami Shores Village Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INE PHONE NUMBER:(305)762-4949 S4 4 R PM' 0tc V1 10M FBC 201y BUILDING Master Permit No. �- Flo ^9Z PERMIT APPLICATION sub Permit No. e\l L(D- 2,58q ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION F-]RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 3I® CA-t �J t5 4�Ly t�) City: Miami Shores County: Miami Dade Zip: 3 3 f 325 Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: DWPE Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): KL-E c,� 54&0m l NV 6 STA4 E ti S c LG Phone#: 305 7-2 7/31 Address: c Q / City:_ A/ State: F L Zip: l 0.2 Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: �} d� LDIM(9 _M4VUT, c-OlzPhone#: 30-5 - Lf50-qtG25 Address: 3 3 0 W 7 7 City: hi 4 L a * (-1 State: F L Zip: 33®[ to Qualifier Name: 3�S j d t-OnJ,S 0 Phone#: State Certification or Registration#: l 5 t(n -255 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New Repair/Replace ❑ Demolition Description of Work: e-V-T n- `t 00kz t M '�L7 w 2 i;PI-4C,L Specify color of color thru tile: 2 Submittal Fee$ 56 Permit Fee$ 70 -00 CCF$ �1 CO/CC$ V Scanning Fee$ « -Or-*� Radon Fee$ .467 DBPR$ Notary$ �✓� Technology Fee$ Training/Education Fee$ l910 Double Fee$ 49r Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ •OO tRP�aPdn�i�ai�m at Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,AIR CONDITIONERS,ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "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." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding$2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. l Signature Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrumen as ac tnowl dged before me this day of 5F-j2Z .20 �� ,by /�day of 20J by who is personally known to l2 who is personally known to me or who has produced ��--'�2 1�� as me or who has producedTt�-A�S ����l`—`kas identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: 1.ENIS Sign: tch s,? F��`:9 Sign: Print: #Pz :r.•• Print: r 9� , a° •'••e`'� CARME7TERsI Seal: % � + 1_' Seal: My XPICRSMSep22,2067 il""f ti i 4,. FOF FLOBonded Thru Budgy Services APPROVED BY / (A Plans Examiner Zoning Structural Review Clerk f GnvicnAm Mn Nnl n i Florida Building Code Online Page I of 3 r Ra", PAM 4 � SQA i Surcharge Stals&Facts Publications FBC Staff SCIS Site Ma r WE 5-20L .I,t� BCIS Home Log In User Registration Hot Topics Submit S rg p Links Search db' r �#Product Approval � p' r ' USER:Public User —��" Product Aonrcyal Menu>Product r:Apolkel Cr Search>Ar01ICatlri'.u,st>Application Detail FL# FL14911 R7 - - Application Type Revision ----- ----- Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (800)234-4228 Ext 4644 Jonberrian@sibp.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Jon Berrian Address/Phone/Email One Silverline Drive North Brunswick,NJ 08902 (732)435-1000 jonberrian@slbp.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 08/03/2021 Validated By Ryan J. King,P.E. Validation Checklist-Hardcopy Received Certificate of Independence t_�'a ;{1 Ri l�c�i CErtiflr:ai:e n�;_ocn�erce 2, df Referenced Standard and Year(of �l 6ta� ard), • 0518514"� Year • •• • ••• 2008 • • • •• ,4/CSA/SO1/I.S.2/A440 •• •: : : : gA jffl/N2011DMA�CSA/101/I.S.2/A440 1996 •• ••• •• •ASl1M Ill 19" ASTM D2843 1993 ASTM D635 1996 ••• •i• ••• ••ISTMP8N .•• 1996 ••• •• • • • •AS=M !8.86•• • 2005 • • • • • 2009 ••• i• ••• ••ASTMEI%6••• 1995 ASTM G26 TAS 201,202 and 203 1994 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDquZRj59%2fDr... 9/16/2016 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect I 11311 R7 Eoufy �guiv�lencv D(Stagy>riar(�s Arlt Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/02/2015 Date Validated 04/13/2015 Date Pending FBC Approval 04/16/2015 Date Approved 06/23/2015 Summary of Products Go to Page (( I Page 2/2 0 I..J............... FL# Model,Number or Name Description 14911.21 u.Series 70 Model 2127 Extruded Vinyl Single Hung Window-Flange Limits of Use Installation Instructions Approved for use in HVHZ:Yes 114y11 RI 11 Inst 14911 21.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:No Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other:See INST 14911.21 for Design Pressure Ratings, 1-114911 R7 AE Eva! 14911.21.cdf any additional use limitations, installation Instructions and Created by Independent Third Party:Yes product particulars. 14911.22 v. Series 70 Model 2127 Extruded Vinyl Single Hung Window-Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL14911 R7 II Inst 14911.22.L)df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports other:See INST 14911.22 for Design Pressure Ratings, f-E14911 R/ AE Ev ! 111.91122-12)(11' any additional use limitations,installation Instructions and Created by Independent Third Party:Yes t particulars. 14911.23 w.Series 70 Model 2127 Extruded Vinyl Single Hung Window-Flange Limits of Installation Instructions roved for use in HVHZ:Yes FL14 11 R7 II Inst 14911 23 p f Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports other:See INST 14911.23 for Design Pressure Ratings, FL14911 R7 AE Eva! 14911 23 odf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14911.24 x.S 2900/4900-M 2901/4901 Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions i L14911 Approved for use in HVHZ:Yes F. Schmidt, Approved for use outside HVHZ:Yes Verified By:: 11 Lyndoo t n F.Schdt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports other:See INST 14911.24 for Design Pressure Ratings, F1111419111 P/ AE Evac 14911 24.pd1 any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 14911.25 y.S 2+900/490(1 Oi zaoy�j01; �i1tilJle Hung Extruded Vinyl Window with Nailing Fin • •• • • •~' i00; Installation Instructions Limits of Use • • • • • • • • p_f4911 R7 II Inst 14�11.2 ,pdf Approved for use in HVHZ:•Yes ••• •• • • • erified By: Lyndon F.Schmidt,P.E.43409 Approved for use outside HVHZ:Yes Created by Independent Third Party:Yes Impact Resistant:Yes Evaluation Reports Design Pressure:N/A • 000 • • FLS 11 RJ AEEva _,�11,2S1F Other:See INST 14911.25 for Design Pressure ItalOgs, any additional use limitatio1iV„nstTIatign ifIst�coons and : .Cr'at d by Independent Third Party:Yes product particulars. • •• • • • • - • • 40 ® Page 2/26 Go to Page ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDr... 9/16/2016 Florida Building Code Online Page 3 of 3 D Contact Us::7601 Blair Stone Road Tallahassee FL 32399 Phone:850.487-1824 The State of Florida is an AA/EEO employer.Copyriaht 2007-2013 State of Florida ::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the 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.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: LL. n � 12 Credit Card Safe .. ... . . . . . .. . •• . . . . ... . . •.• . 00: •• . . . . . . . .. . . .. . . . . . . . . . . . •• . • . • . • . • . . . . . . . . . . . •• •• . • • •• •• ... . . . •o* 0 . https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDr... 9/16/2016 Silveffloe s��a:, 42 by Andersen WIN DOWS • DOORS „ "� ` s;m SS I----s3.2nX.ovERu H AAHCE vnDTH--- '' 71I#I i11% `'` Qi i3 0 _ gggg z Ed 0 OVERALL FRAME WIDTH SERIES 70 - MODEL 2127IMPACTFL EXTRUDED VINYL SINGLE HUNG WINDOW 1 ger w/ FLANGE p 'IMPACT' o GED+ERAL NOTES O _ 1, this product has been evaluated and is in compliance with the 51h Edifion(2014)Flmda Building Code (FDC:)structure]requirements including the"High Velocity Hurricane Zone"(HVHZ). ti o 2.Produce anchors shall be as listed and spaced as shown on detalls.Anchor embedment to base ?" material shall be beyond wall dressing or stucco. , F cT`7 3.When used Ir Iha"HVHZ'this product compiles with Section 1626 of the Florida Building Code and does y not require an impact resistant covering. n ' _ 4 When used in areas outside of the"FNHT'requirmg wind borne debits protection this product complies , with Section 1609 1.2 of the FBC and does not require on impact resistant covering.This product meets tD missile level''Wand includes Wind Zone 4 as defined in ASTM E1996 and FEC Section 1609.1.2.2. o N> 05 5,for 2x stud framing construction,anchoring of these units shall be the same as that shown Lor 2x tuck masonry construction. S �G 6.Site conditions that deviate from the detalls of this drawing require further engineering analysis by a Q B: 'icensed engineer or registered architect. 5 z` a. 7,This product meets water irLiBlrWlon requirements for"HVHZ'. ti TABLE OF CONTENTS - OVERALL OVERALL MAX. GLASS DESIGN PRESSURE(PSF) _0 z q DESCRIPTION FLANGE FRAME D.I.O. TYPE_ .fOSIY E, NEG. n.,,z IND 9 12 13 r SHEEP# _._ -" j Typical elevation design pressures&general notes _ DIMENSION DIMENSION DIMENSION a - yr• N.T.S. ' --2 Horizontal&vedicol ClOss sections _..—.__.._..._ 53.25"x 74.25" 52.0"x 73.0" 47.625"x33.50" 1 +55.0 -60.0 axo,�, JK m f— 3 !Horizontal&vertical cross sections ---- Buckand frame anchorin" '� as �s a t----4 9 -..._ of mater als,9lacmg deter s 8 comPonenfs _._ . _._i FI-14911.23 0 -L aj- 4 •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • •• • • 000 :0 000 006 Do* 000 •• • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • � 4 i NOTE: O _ _ $$ 1.LOCATE OPERATING SASH LOCKS 9,7 ___- ° a —, * • ` gym FROM EACH END OF THE ACTIVE < �N t• E m' MEETING RAIL FASTEN WITH(2)98 x 314 J m SELF TAPPING SCREWS. �T= (�._ r—�;,/ '�i ....• � >>hm 2.LOCATE SASH KEEPER 9S FROM EACHO* O END OF THE MEETING RAIL,FASTEN WITH(2)46x 3/,r SCREWS, Em z ou w ��� j! baa 382 ' _O i EX[ERI9R __-- G1 INIPHOR ja SEE it NOIE2 1D SEE X .�NOTE 1 FF 17 - 14 > y 4� C3- �3 3 � a4 is 1$ ABOVE THE MEETING RAIZ. ABOVE THE MEETING RAIL(p) � ti � E.) P E l INTERIOR t c�1 �33� 17 i ✓ B Q 1q � — 4 3 34 __ 0 � D \ I EXTERIOR i /e'� ° a E e¢v�i N.T.S. m .€ i 1U 1-114 MM. • <a° ora en JK BELOW THE MEETING RAIL BELOW THE MEETING RAIEMB.IYP L . ''� �2 VERTICAL CROSS SECTION m Em LEs ¢ 1-114-MIN. StioWn W/2X buck Fl.-14917.25 n - -EMB.�, 1 HORIZONTAL CROSS SECTION 2 000 00: 008 0 00 Y 0 000 0 0 0:6 0:0 * � ABOVE THE MEETINGRAIL ABOVE THE MEETING RAB Sr 0, C 17 C I MERIC g O —.—34 33 34 C A t Gl 7, �aa� ILI �S L �y INfERMOR �d 7- -' \ 11 NOTE2 OSEE R D(fERiOR \9 1 ���NOIEi is i-114"MIN. 17 — 14 MIN. s, 91 EMB.TYP. r EM6.TYP. /I1)BEtOWTHE MEETING RAIL BELOW THE MEAWG RAL D1 �\ - `ll 1 HQRQONTAICROSS.SECiION �/ �f� NI S S shownn wJ ix b-k —O NOTE: 1Z I.LOCATE OPERATING SASH LOCKS 9.6" 'Jl FROM EACH END OF THE ACTIVE �3 MH'iING RAIL,FASTEN WITH(2)R8x 3/4' SELFTAPPING SCREWS. / IB 2.LOCATE SASH KEEPER 95 FROM EACH END OF THE MEETING RML FASTEN 3 WITH(2)N6 x 314"SCREWS. --- 19O � d 15 15_ �C �J O�:J 8 iN 13 N.T.S. _ na'a w"• JK Us 3 VERTICAL CROSS SECTION 4 VERflCAL CROSS BECKON O0L B n VERH 1 masonry sA 3 VERUC1 L CROsR 2 VERTICAL CROSS SECTION cwvno Tpa sShownw/1XD=k FL-14811.23 - sx¢r a 5 yl •• ••• • • • • • •• 6 go • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • •• • • •• • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Kin 6"MAX ri TYP.CD)' LLz 2x BUCK 2X BUCK • 2X BUCK IXBUCK� Typ. FRAME I-T MASONRY MASONRY OPENING PENING BUCK ANCHORING FRAME ANCHORING p CONC`1 I.C.;-7 ft covers may be adjusted to maintain the rofil, 1 'age distance to mortarjoints. 'MAX.O.C.(TYPadjusted to Concrete anchor locallons noted m must be adjusted On matmarn the min,edge distance to mortalaints.addill alcommtOanchors may he required to ensure the"MAX.O.C.Rv.)'dimansfons are not exceeded 3 Concrete anchor table: ANCHORANCHOR MIM M1m-CLEARANCERANCE MIN.CLEARANCE E SIZE EmsEDmENTO MASONRY IAA"JACEM TYPE EDGE ANCHOR txss: 9112113 114- 1.114- 2" N.T.S. D110.sr. JK —Eico ULTRACON 114- LFS WOOD SCR TION 011EI: FL-74911.23 n a minimum 5/8"gage dm.nce, I.end diOcnco,8 I"O.C.SPOCIng Of J-—°FI- wood screws to prevent the spEtlMg otwood. �T 000 09: .00 so* 0:0 660 00: see 0• so* :0 000 000 000 0,00 0:0 • : • . • 0 0:• 00 • V BILL OF MATERIAES J MATERIAL rtEMY @�N A IX BUCK 0.55 WOOD 3/4'OVERALL _ _ -- U _ B 2X BUCK SG>=0.55 WOOD iNK.GlASS C 114"MAX.SHIMSPACE - c�� 1/8'ANNEALED �V'. 8'•'n D—114"X 2-314"ELCO OR ITW CONCRETE SCREW STS ----- t_ 1, AIR SPACE •'••... ....... . > m E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE ___... �—�"ANNEALEIJ 0W BLOCK CONFORMING TO ASTM C90 fL�11Ii,ti� •• -._—_.. _11_01Z HOLLO0.090'SAFLEX'xPVBIMERLAYER F #10 X 2'PPH SMS __._ STEEL 1-- EXTRUDED PVC MAIN PRAMS#52-2611 ---- PVC 7� 3132'ANNEALED (M 9^SO w 2 EXTRUDED PVC SILL#52-2673' PVC 3 EXTRUDED PVC GI-A7ING BEAD(INTERLOCK(852-1257' PVC_ 1/2'G1A55 _4 EXTRUDED PVC MEETING RAIL#52-2907' PVC BITE �.-INTERCEPT SPACERo _5 EXTRUDED FVC TOP UFT RAI-#52-2949• FVC `--- DOW 995 SEALANT a 6 EIRRUDED PVC 80TTOM RAIL#52_2905',__ 7 EXTRUDED PVC STILE#52.2905' y 9 EXTRUDED &H PVC GLAZING BEAD(VERT O_RT(#52 1227• pyC GI GLATMODETAu $ g 10 OPERABLESASH LOCK#12-2M - PVC v 11 SASH KEEPER#1-- 240 STEEL 12 _FIXED MEETMG RAIL REINFORCEMENT#50-2608(6105-TS( _ ALUM pqb^ jq LOCK RAiL REINFORCEMENT#5421 6105-TS( ALUM_ $ __078" !e 15_ BOTTOM LIFT RAIL&SASH REINFORCEMENT#542967(6063-T6( __ ALUM 16 _WINDOW SCREEN _, _._CK_RAIL .__. .__. 17 WEATHERSTRIP PILE W/FIN-187 x 270 LO &SASH�ULTRAFAf -- y -78 WEATHERSTRIP PILA E W/FIN 187 X 230 FIXED MEETING RAIL(ULTRAFB( 19 WEATHERSTRIP PILE W/FIN.181 x 20_W EATHERSTRIP VINYL.BULB.187"x.375'0(AMESBURY) - l"1 S h hwxk �x 33 TILT LATCH#2818-00 STEEL 34 #8X T"PPH SMS—__ _ ----._._STEEL OA79" • 35 THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED �$, _0.91 r-- �"� 0.3 BY EXTRUDERS LICENSEES M"HAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". o -0.065. 0.125° xz y ci t o 3 t MEETING RArt ig O M u tAiL b SASH 12 � �� /,lf EXT MD PVC BOTTOM RAIL I4 RatrVwcerrrent Retnlorcemant RetrQorcamanf ��: � a� 2.69' -2.69"—•-I7i I 1.19` �•.-. .16°i L �1 _ - - c4 p Off'try II'^IY'-'0 °p�'9 13 . + `' � -1 k "-Lk -miulUal„ ln� � N..T.S. f wa en JK m I i i-0.91' T El #EDP i mvc er: LFS - L T u�m xa ' PVC MAIN PRAMS ( � �EXTRBDED MC MEETING RAU OFJ(TR9UFD PYC�PIG7 FL-14911.23 0 O •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• • ••• • ••• •• • • • • • • • •• • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • R W. R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry a C P.O.Box 230 Valrico.Ft.33595 Phone 813.659.9t97 Florida Board of Professional Engineers Certificate of Authorization No.9813 Report No.: FL-1491J.23 Afte: March 24,2015 Product Sub Category Manufacturer Product Name Category Siiveritne Building Products Corporation Series 70-Model 2127IMPACTFL Window Single Hung 1 Silveriine Dr. Extruded Vinyl Single Hung Window North Brunswick,NJ 08902 with Flange Phone 732.435.1000 "Impact" Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc,and Lyndon F.Schmidt,P.E.(System ID# 1998)for SilverLine Building Products Corporation based on Rule Chapter No.61G20-3,Method 1d of the State of Florida Product Approval,Department of Business&Professional Regulation. RW Building Consultants and Lyndon F.Schmidt,P.E.do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and Is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E1996. 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-14911.23 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for"HVHZ". 8. See drawing FLA 4911.23 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by NCTL 110-16326-1 TAS 201,202 and 203-94 NCTL Robert H.Zeiders,P.E. NCTL 110-16327-1 TAS 201,202 and 203-94 NCTL Robert H.Zeiders.P.E. Materials PVC Extrusions ETC 97-264-40910 ASTM D635-96,D1929-96,D2843-93 ETC,Laboratories J.L.Doldan,P.E. D638-96 and G26-95 2. Dad"ounty NOA Materials Testina 14-0423-16 Sallee PVB Interlayer(Eastman Chemical Company) 3. Drawing No. Prepared by Signed&Sealed by No.FL-14911.23 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 4. Calculations Prepared by Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. •• ••• • • • �• °�: 5. Quality Assurance • • •• • s • • •= Certificate of Participation issued by Window&Door IIQgAf el%. • •. ; �• Association,certifying that SilverLine Building Products Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. • 0:0 • 040 •• • Lyndon F.Schmidt,P.E. FL PE No.43409 G3 3/27/2015 � � °J•heQt�bf 1� � � • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • •