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BCIS Home Log In User Registration Hot Topics Submit surcharge Stats&Facts ( Publications Contact Us BCIS Site Map Links ! Search Florida t L Product Approval USER:Public User &== Product Aooroval Menu>Product or Anolication Search>Application List>Application Detail RECEIVED/ED L L1 V FL# FL15180-112 Application Type Revision JUL 12 2019 Code Version 2017 Application Status Approved gT, LUCie County, Permitting Comments Archived UEE COPY Product Manufacturer Plastpro Inc. Nany P Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045• (440)969-9773 Ext 16 rickw@ rwbldgconsulta nts.cam Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@piastpro.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies 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 National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Ryan J. King,P.E. © Validation Checklist-Hardcopy Received Certificate of Independence FL15180 R2 COI (,b)Certificate of Indel2endence.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 1998 ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G155 2005 ASTM G26 1995 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLIS180 R2 Eouiv (p)Eauivalency of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/17/2017 Date Validated 10/16/2017 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 15180.1 a. Smooth/Wood Grain/White 6'8"Impact"Glazed Fiberglass Single Door with"Impact" Wood Grain/Rustic/Mahogany Sidelite(s)-Outswing(X,OX or XO,0X0 Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS180 R2 II (b)Inst 15180.1.odf 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 15180.1 for Design Pressure Ratings,any FLIS180 R2 AE (b)Eval 15180.1.odf additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 15180.2 b. Smooth/Wood Grain/White 6'8"Impact"Glazed Fiberglass Double Door with or without Wood Grain/Rustic/Mahogany "Impact"Sidelites-Outswing(XX or OXXO-Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180.2.odf 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 15180.2 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.2.odf additional use limitations,Installation Instructions and Created by Independent Third Party:Yes product particulars. 15180.3 c. Smooth/Wood Grain/White 8'0"Impact"Glazed Fiberglass Single Door with"Impact' Wood Grein/Rustic/Mahogany Sidelite(s)-Outswing(X,OX or XO,OXO Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ;Yes FL15180 R2 II (b)Inst 15180.3.odf 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 15180.3 for Design Pressure Ratings,any FLIS180 R2 AE (b)Eval 15180.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.4 d.Smooth/Wood Grain/White 8'0"Impact"Glazed Fiberglass Double Door with or without Wood Grain/Rustic/Mahogany "Impact"Sidelites-Outswing(XX or OXXO-Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180.4.odf 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 15180.4 for Design Pressure Ratings,any FL15180 R2 AE (,fib Eval 15180.4.0f additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15180.5 e. Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Single Door with"Impact" Wood Grain/Rustic/Mahogany Sidelite(s)-Outswing(X,OX or XO,OXO Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180.5.pdf 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 15180.5 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.5.01' additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15180.6 f.Smooth/Wood Grein/White 6'8"Impact"Opaque Fiberglass Double Door with or without Wood Grain/Rustic/Mahogany "Impact"Sidelites-Outswing(XX or OXXO-Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180.6.pdf 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 15180.6 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.6.12df additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15180.7 g.Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Single Door with"Impact" Wood Grain/Rustic/Mahogany Sidelite(s)-Outswing(X,OX or XO,OXO Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180.7.Ddf Approved for use outside HVHZ:Yes Verifled 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 15180.7 for Design Pressure Ratings,any FLIS180 R2 AE (b)Eval 15180.7.pdf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.8 h. Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Double Door with or without Wood Grain/Rustic/Mahogany "Impact"Sidelites-Outswing(XX or OXXO-Configurations) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS180 R2 II (b)Inst 15180.8.Ddf 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 15180.8 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.8.Ddf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15180.9 1. Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Single Door with"Non- Wood Grain/Rustic/Mahogany Impact"Sidelite(s)-Outswing(OX or XO,OXO Series N Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180.9.Ddf 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 15180.9 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.9.Ddf additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15180.10 J. Smooth/Wood Grain/White 6'8"Impact"Opaque Fiberglass Double Door with"Non- Wood Grain/Rustic/Mahogany Impact"Sidelites-Outswing(OXXO-Configuration) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15180 R2 II (b)Inst 15180.10.Ddf Approved for use outside HVHZ:Yes Verifled 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 15180.10 for Design Pressure Ratings,any FL15180 R2 AE (b) Eval 15180.10.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.11 k.Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Single Door with"Non- Wood Grain/Rustic/Mahogany Impact"Sidelite(s)-Outswing(OX or XO,OXO Series N Fiberglass Door Configurations) Limits of Use Installation Instructions Approved for use In HVHZ:Yes FL15180 R2 II (b)Inst 15180,11,01' Approved for use outside HVHZ:Yes Verifled 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 15180.11 for Design Pressure Ratings,any FL15180 R2 AE (b) Eval 15180 11 Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15180.12 I.Smooth/Wood Grain/White 8'0"Impact"Opaque Fiberglass Double Door with"Non- Wood Grain/Rustic/Mahogany Impact"Sidelites-Outswing(OXXO-Configuration) Series N Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLIS180 R2 II (b)Inst 15180.12.Ddf 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 15180.12 for Design Pressure Ratings,any FL15180 R2 AE (b)Eval 15180.12,pdf additional use limitations,Installation instructions and Created by Independent Third Party:Yes product particulars. 0 0 Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovdaht 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 e-mail address released in response to a public-records request,do not send electronic mail 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 emails 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: Credit Card Safe R R W Building.Consultants, Inc. Yv D Consulting and Engineering Services for the Building Industry D C Florida Board of Professional Engineers Certiricge oC6utitoftalion No.9813 Product / Report Date.- AugustI4,2017 Product Sub Category Manufacturer Product Name Category Exterior Swinging Plastpro Inc. Smooth/Wood Grain i White'Wood Grain Exterior Door � 5200 W.:Century Blvd. .Rustic[Mahogany Doors Assemblies Los Angeles,CA Series N.Fiberglass Door Phone 440.969.9773 Outswing-"Im act" Scope: Product.Evaluation reportIssued'by RW Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998),for Piastpro Inc.,based on Rule Chapter No.61G20-3;Method 1D ofthe'State otFlodda P.roductApproval;Department-of Business&Professional Regulation. RW Building Consultants and Lyndon F_Schmidt,P.E do not have nor will acquire financial interestin.the company manufacturing or olstributing the product or in any other entity involved in the approval process of the product named Limitations. 1. This product has been.evaluated and is'in.compliarce with the 6th Edition(2017).Florida Building Code(FBC)structural requirements including the"High Velocity Hurricane•Zone". 2. Product anchors shall be as listed and spaced as shown on details.,Anchor embedment to base material shall be beyond will dressing. or stucco. 3. When.used.in the"HVHZ"this.product.complies with Section 1.626 of the Florida Building Code and does not°require an impact resistant covering. 4. When used in areas outside.of the"HVHZ"requiring wind home debris protection,this.product complies with FBG Sections 1609.1.2& R301.21.2 and does,not require an impact resistant covering.this product meets missile level"D"and includes Wind;Zone•4 as defined in ASTM E 1996 and FBC Sections 1609:1:2.2&1130121.2.1. 5. For 2x stud framing construction,anchoring ofAhese units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15180.2 require further engineering analysis by.A licensed engineer or registered architect, 7. This product meets water infiltration requirements for"HVHZ". 8. See drawing FL-15180.2 forsize•and design pressure limitations. Supporting Documents: 1. Test Report.No. Test Standard Testing Laboratory Stgned by TEL 07-0223-1 TAS.201,202,263=94 Testing Evaluation Lab.,lnc. Wendell Haney,P.E. TEL 01390365 TA$.201,202;203-94 Testing Evaluation Lob.,lne. Lyndon F.Schmidt,'P.E ETC 07-209-19303.0 ASTM D2843-9.9,ASTM.D635-98 ETC Laboratories Ben Meunier ASTM D1929-96. ETC 08.209-20.609.1 ASTM 0638-03,G15&05a ETC Laboratories GugInderbhami ETC 06-255-17412.0 ASTM E84-05 ETC Laboratories Joe Doldan,P.E. ETC 05-255-16776.0 ASTM.G26-95,D2843-99,0835.98, ETC Laboratories Joe Doldan,P.E: 01929-$6,D638-03 2: Miaml-Dade NOA Materials Testinii 15-1223.02 HP Polypropylene 15 1201 11 Saflex PVB Interlayer(Eastman Chemical Co.) gtt �et°� 3. Drawing No. Prepared IsY. Signed&Sealed; d� Lyndon F.S hm db P:E. No.FL-15180.2 RW Building Consultants,Inc,.(CA#9813) a' 4. Calculations Prepared by q=. o $1340 � ianed.&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) g o Vhdon R Schmidt,P.E. ASTM E1300 Glass Load Lyndon.F.Schmidt,P.E. 5. Quality Assurance :&y' Certificate of Participation issued by National Accreditation andism STAVE OF Management Institute,certifying that Plastpro.Inc.is manufacturing product1, ,O.%,iltp within a uali assurance program that com lies.with ISOIIEC 17020'and lm °� 0 R�e.e o� Lyndon F:Schmidt,P:E q tY P 9 P ,, & .aooaa. �, .Guide 53. 44', sid N1Ak%�����4i FLPE x.43409 Sheet 1 of I. plastpro o 5200 W.CENTURY BLVD. LOS ANGELES, CA 90045 ox y,: �,�y�� n !!l1f11. 1111��` o 00 z° Smooth / Wood Grain / White Wood Grain 4z -_ LL Rustic /Mahogany $tm 9 m W tL Series N fiberglass Door XX a m a a OUTSWING E 9Z p r,tmpAcr, 151S'MAX.O.A.FRAMEWIDTH 8 R: s �, W GENERAL NOTES 37.25"MAX. o t FRAME WIDTH 74.0°MAX FRAME WIDTH 515 z 1• This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Bulding Code)FBC)structural requirements Including the"High Velocity Hurricane Zone"(HVHZ). 2. Product anchors shall be as fisted and spaced as shown on details'.Anchor embedment to base cmaterial shall be beyond wall dressing or stucco. am 3. When used in the"HVHP'Ihis product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. < a 4. When used In areas requiring wind borne debris protection this product complies with FBC Sections X X a } 0 1609.12&R301.2.1I and does not require an Impact resistant covering.This product meets missile < O level'Y"and includes Wind Zone 4 as defined in ASTM El 996 and FBC Sections 1609.1.2.2& O g R301.2.1.2.1. 1. 5. For 2x stud framing construction,anchoring of these units shot be the some as that shown for 2x $ LUF ^ buck masonry construction. Lj 0 N R rn d. Site conditions that deviate from the detdils of this drawing require further engineering analysis by iE�-c a licensed engineer or registered architect. c 7. Outswing configurations meet water infiltration requirements for"HVHZ". OXXO c o $' TABLE OF CONTENTS d z SHER# DESCRIMON ^ W 0 1 typical elevolions,design pressures&general notes N a 0 2 Door panel details and glaring detail MAX MAX.SIDELITE DESIGN PRESSURE(PSF) 3 S lite panel details and glazing detail OUTSWING 4 Elevatons CONFIGURATION FRAME D.L.O. z a 5 Horaontalrxtxsseciions DIMENSION DIMENSION POSITIVE NEGATIVE DATE:02 21 12' z 6 Verlicalcrdss'sections scuE: N.T.S. ° 7 Ver»cdi cross sections XX 74"X 80.5 20.5"X 42.63" +50.0 -50.0 Mi.BY. JK m $ 8 Bud:an orin CM.ar. LFS 3 9 Frame anchoring OXXO 151.5"X 80.51 20.5'X 62.63" +50,0 -50,0 DDAwu D no.: rc 10 Astragal detals y 1 l &tl of materials and components FL-15180.2 0 s¢cr 1 or i 1 a 1 22" 081" . GI 081" 1.19" EXTERIOR —1.75" t: M r =C3Z�^ o 1 :�; m TOP RAIL 47*LIL1��`1`` in z M m z° STILE INTERIOR STILE {COMP.) . a o (COMP.) z m z Lei ry (COMP.) - LOCK BLOCK STILE REINFORCEMENT STILE REINFORCEMENT \ 8 r g c IL w s (20"LONG WOOD) ` �"w d a s (WOOD) (WOOD) FOAM CORE m 1 HORIZONTAL CROSS SECTION (POLYURETHANE NARDLVARECXART2 1.9 PCF MIN.) E qz AUINUFACNRfR AfODEL STRUCTURAL SILICINE(DOW 995) 5/8"GLASS BITE ; LOCLL• SIGNATURE SERIES W KWIRSET DEADBar. SIGNATURESERIES(780) NON STRUCTURAL SEALANT DCT. x Lock: 111COLLLCawN 1"OVERALL GLASSTHK. o 'a m YALE DEADBOLT: 111 COLLECRON{60 SERIES) z o o )J8"ANNEALEDGLASS GI Q oCD 35.75 DOOR En 0.09U'SAFLEX®PVB �`^ Ed c WIDTH 24.2T MAX ��INTERLAYER y� w a FRAME WIDTH TJ8"ANNEALED GLASS INTERIOR DC(ERIOR nm 0O 2 20.5'MAX. AIRSPACE �I 2 D.L.O.WIDTH 1J$"TEMPERED GLASS0 o #7-19 X 13J4'PPHJ � ALUMINUM SPACER r ! SELF DRILLING SMS 3A INT. $ NON STRUCTURAL SEALANT i � Gl GtAzlNGbETAIL • �LL s FIBERGLASS SKIN i = (SEE DETAIL) E I w x 1.86' N NEn W W 0 p I xd INTERIOR = 0 EN w 0 2 b O FIBERGLASS ~' (1 0 0 OD a �l I' •o �� �cli 7�MRIQR A ODL LLTE FRAME FIBERGLASS SKIN BOTTOM RAIL ° ^z 4.25° (Mm') 0.069"THK. (COMP.) o zz �) DACE:02/21/12 i SEE HARDWARE DOOR SKIN DETAIL a.,,. N.T.S. CHART ODE LITE FRAME 2 VERTICAL CROSS SECTION M Lir: Ux QV p 2 CHK.Ot LFS ; oawvnpc No.: � DOOR P NEL N s' 40 F1-15180.2 0 E s� 2 of 11 Q a R.Ni llQntskP;agvm IncANE -Florida Pmdu A 1 FL-15180 Impact Fibe lass Door-OuN - in F-15 80 T D 2 F- 18D1,4AM 2.3 7925"OA HEIGHT n w� 9m S O - F -T 4 a 6625 MAX.O.A.FRAME HEIGHT O y 62.63°MAX.D.L.O.HEIGHT w O - - O 41 I A Q n 22 rA LA I ( (_ t O I I_—5 75" �^ I 1.0.MAX (TYP.} O.C. O c � � 2 2.79" Z rw I Q H V to T b. Ax s cTO $A —H 1� i S In 1.75" (zO.079r'--{ � .., I� 1� z O m C rrzi 0 Z Nz > Z z 2 0010" — •' �m �. �► �, O� m O < Gl � r— �� :z 8° W TJ Z O 4-A 3 _ [r Zrnm ram T'a 1.13" o N0.43409 y$ `� Q PRODUCT: Documards Pmpered ey: .�• PIA57PRO INC. Lyndon F. Schmid! ////t+�'(A•.'•:X .. •(����� o FIBERGLASS DOOR P.E. No. 43409 ICA I N ,an�n11101 I y .N., 2 7 24 17 UPDATE 1O 6TH E0. (2017 !'BC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I+ p X y 1 04122115 UPDATE TO 5TH E0. (2014)FBC JK P.O. Box 230, VDIFitw, FL 33595 NO DATE BY SIDELITE PANEL DETAILS Phone No.: 813.858.8187 REVISIONS AND GLAZING DETAIL FSPE CA No, 9813 0 201 2 R.W.BI ILDINO C-ULTANT9 IND. RNClients\PWVrq Inc PERMANENAA-Florida Product ApprwalsVL-151110Impact Fiberglass Door-Outswing\C-DrMns1FL-15180 61H ED.(2017 ffLA51B0.1.4.dwg,2-4 P W C x a d a N N N� V� V W 0 n V V C- - Q >C z - z e4o 0 � ER � k t a,W a N I ��. F.sq J : F No.43409 PRODUCT: Doaumeate Prepor" O " P(ASTPRO INC. Lyndon FSchmidt FIBERGLASS DOOR P.E. No. 'J.' ` y N 2 -772-17-17 UPDATE TO BT71 ED- 2017 FBC. JK .PART OR ASSEMBLY: BUILDING CONSULTANTS, NO. I~ O N fi in 7 422 75 UPDATE TO 5TH E0. 2014)FBC JK Ecr vanoNs ✓l'trV P.O. Box 230, ValAeo. Ft.33593 IV nt NO DATE BY .Phone]No.: 813.859.87®7 R SIONS I FBPE C.A. No. 9813 '2010 R.W.OWLa1N13 C...=1-INC. R.'\Oients\Plaslpm Inc PERMANENT\A-Florida Product Approvals\FL-15180 tMoact Fiberglass Door-Outswing\C-Drawings\FL-15180 6TH ED.(2017)\FL-1518014642-5 , I .810 N-L a � m d yds y � qp 0 � z r O IA O F� m Z rO�r � 0 •�9�rif � m V , •o a m F7 �- O rn 0 w ro O e. F w y , Q � C* 8z 5 z fJI A O O �• . 3 O r �n O a o, � Z r O � y 2A h V � m O ?. I ,j11111111fff�� SCHA�jO No.43408 '• PRODUCT: - Dslsrlmla-to F'npand By:7 F PLAS7PR0 INC. Lyndon F. Sehmtdt epi .BLUR....,' 1 FIBERGLASS DOOR P.6 No. 43409 I /������• � cn o Z f1ff11111111 _F 7124117 UPDATE 70 STH ED. 2017 F80 JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I+ p to\ f 04122775 UPDATE TO STH ED. 2014 FSC JK P.O. Box 230, VDlrioo, FL 33595 IV N NO DATE BY HORIZONTAL Phone No.: 913:059.9197 REVISIONS CROSS SECTIONS FBPE i CA No. 9813 0 aD1 3 R.W.BUILDING CONSUL,—IND. ILNC v m ° 4 70 f7 p C F °va 0 1 • N m ° M ° m m �+ Z O O ♦° .gar j , I-IN MIN. C'SINK J °q EMB.)TYP.) (TyP•) m m z 1-IM'MIN. A EMB.)TYP.) a w ra v..v r v ° ° v n y� O o z •D. Da � A O v v. r' NO a a. •o , a sp x sm m i x' p 17n tr �. Nm CID V n \. z `0 a� a' p� a o n 1-1/4"MIN. EMB.9YP.) scm4f No.43408 .p _ PRODUCT: Oooumante Proparoa ey. C PLASTPRO INC. Lyndon F. Schmidt ��� •• 0*'Qj����` Io o 2 N FIBERGLASS DOOR P.E. No. 43409 �A11 ��•� 2 77 24 17 UPDATE TO 6TH ED. 2017 FBC JK pq(n OR ASSEMBLY: /{{��/BUILDINQ CONSULTANTS, INC. 1 22 15 UPDATE TO 5TH EO. (2014)MC; JK r1 li U1/ p,0. BOz 230, Voldao, FL 33595 I ro w.NO DATE BY VERTICAL CROSS SECTIONS Y Phone No.: 813.559.9197 REVISIONS F8PE C.A. No. 9813 0 2012 R.W.BUILDING CONSULTANT.INC. i 1 ' R1Clientglastpro,Inc PERMANENM-Florida Product Approvals\FL-MW1rnpaa Fiberglass Door-Outswing\C-Drawings\FL-15186 6m ED.(2017AFL-15180,144",Z-7 D m m OW rO0s b m22 _ 1-1/4"MIN. A r EMB.(TYP.) 0 rt sn a" m � _ .�. Z 0 ° o m 7. IA G °Q ° r d m r Q' 0.15' a•. CSINK— InPJ 4. O A ,v I-1/4°MIN, z 29 ao EMB.(TYP.) 'd �^ Io N 01 i� p ° n� CC)to o w� m F 3 B s 1-1/4°MIN. m n r EMB.(TYP.) Z m O� ZJ N ri m Z s O. 0 O Q, rn O .-v 'v v 0 V A! n . V n s e N m Z v o v lV 1.1/4"MIN. EMB.(TYP.) F��'�C"NH ��� No.434D9 PRODUCT: 0oe—t.Prepared W •, PLASTPRO INC. Lyndon F. Sahmldt 'ii '•....... Iv N FIBERCIASS DOOR P.E. No. 43406 /�//Q)VAL cn m lr/i11t111tLt� a ` '.y 2 7 24 77 UPDATE TO 5TH ED. (2017)FSC JK PART OR ASSEMBLY: Knnnl�l/BUILDING CONSULTANTS, INC. 0 1 04 22 15 UPDATE TO 5TH ED. 2014 FSC JK VERTICAL rJ l�y� P.O. Box 230,Valrieo, FL 33595 N tJ NO DATE 8Y Phone No.. 813.859.9197 i REVISIONS CROSS SECTIONS FBPE'C.A. No. 9813 02012 R.W.9nn.Gl u co—L—wo INC. R.40ents\jnastoro,Inc PF MANENTAi-Florida Product A ovals FL-151801m act Fit) Iris Door-Out"in\C-Drawin \FL-151006TH ED.(2017)\FL-15180.1-div,2-8 Fa ' N r Amo �';_ `+m r7 p 4Cz x"L1' 'Tiam �m ,..� ro� Via�a UM cl 01 Q 1 G' V770 :n O C ao z ro CA .. o O 0 x %• iv. •, «f.. �ZZ 25 0n O x d i � 3 i T IVMAX. f.rv,C117�11?�`'�i O.C.{TYP.) ITYP.j 1. G No.434D9 PRODUCT: Dooumer4e Prepared 9y;�, '• A „ PIASTPRO lNC. Lyndon F. Sahmfdt �r� Rpq t1 F78ERGLASS DOOR P.E. ND. 43409 ji •• ..•....:. m _ 'sir Z r1l, 7 24 17 UPDATE TO 6TH ED. 2D17)f8C JK PART OR AS5EM,8LY: r 'BUILtIINO CONSULTANTS, INC, 4 22 93 UPDATE 70 5TH ED. 2814 F8C JK P,O. Box 230, YalrloD, Tl 33598 ns N{} DATE py SUCK ANCHORING phoria No.: 813.439.9197 R IS ONS MPE C.A. No. 9893 02012 R.W.BUILD—QON9t)LtANT9 iNp. 3"(TIP.) r(TYP.) - 3"►TYP.j ? �L °E��_ n r VYPJ T(TYP.) T'gyp.) 6"(TYP.j NI: z 0z . m �FF �1I11110 y« V"14..Z L Qo G q 2X BUCK d Y2XBUCK SEE DETAIL 2 - I Em Z m°°IL e w SEE DETAIL 2 o °o d t r J 1X BUCK BUCKaa� OPENING MASOJ TYP. 2X BUCK-----*' Typ. `1 t ` AM AND HEAD AND �°� FRAME JAMBS $ S. FRAME :4P. `ASTRAGAL G SHOWN FOR REFERENCE N a TYP.@ SILL ONLY o�? e; 2X BUCK MASONRY I —0 —I M ? Ci OPENING]I D TYP.®SILL o H SEE DETAIL 1 "O SEE DETAIL 1 —r m y z ^O o z � a� a FRAMEANCHORING FRAMEANCHORING o XX OXXO > m G 1XBUCK V87 L 2X BUCK T n a n ro tri E Z Ln CONCRETE ANCHOR NOTES DETAIL T DETAIL 2 °t 1.Concrete anchorlocations of the comers maybe adjusted to mofnfoln the min. edge drstance to mortarjoints. Astragal throw bt1Hs Attach astragal throw bolt > 2.Concrete anchorlocob=noted as WAX.ON CFiJIER'must be adJusted to at the threshold strike plate to frame maintain the nft edge distance to mostarMt1s,o"lkw"concrete anchors (Outswing) as shown � . may be recluked 10 ensure the MAK ON CENTER•d4meruion are not exceeded. N N g I Concrete cnct or table 28 � o 1X BUCKiK * n+ ' ;ANCHOR MOW MIN CL{iARANEE MlN�lEw1tANCEM ISLE 511E EMBED7NENi TA MwSONRY TOA111ACEM 2X BUCK EDGE.. .. a:.�. ( - TwON° t/4" t-t/4^ 2' sauE: N.T.S. • ELCO 1/4" 1-114" 1" 4 imG.itt: JK ULTRACON g rw 0 3/16' 1-1/4 r 1.1/2 LATCH 6 DEAD EOLTDETAIL 0PAWZ`No.:LFS M WOODSCREw R1sfALTATKM NOTES: 1.Maintain o minimum 5/8 edge distance.lend drstawe.S 1'o.c spacing of HINGE DETAI[ ASTRAGAL STRIKE JAMB HINGE JAMB FL-15180.2 a' wood scnr*stoprevent thespBBngofWOod. SHEET 9 OF 11 O R.. ients\PWstpro,Inc PERMANENPA-Florida Product ApprovalAFL-15180 Impact Fiberglass Door-Outsv ing\C-Drawings\FL-15160 6TH ED.(2017AFL-15180.1.4.dwg,210 TOP a A•A a D M OP'-' M y ti 0 Q --4 1---oar L44 1 O C n 2 0 0 m m COL to M qm 0 Cl pv ?a 3 c s 4 3 0 0 0.5" 3 m BOTTOM 3 �d `10���,SCH1yj�7�i�i R g a P PRODUCT: Cocummte Pr"a BY.— •FZOR70," �` r'7 A PLASTPRO INC. Lyndon F. Sehrnldt � •�' I -sq N FIBERGLASS DOOR P.E, No. 43409 „ol 03 ` LH -A772-471-7 UPDATE TO 8TH ED. (2017) FBC JK PART OR ASSEMBLY: -1{ BUILDING CONSULTANTS, INC. O to 1 04722715 UPDATE TO 5TH ED. 2014 FBC JKI-• ASTRAGAL DETAILS ✓ P.O. Box 230•Valrioo, FL 33595 ro tV NO DATE BY Phone No.: 813.859.9197 REVISIONS FBPE CA No. 9813 41i ZO12 R.W.B.-IMa COMaIILT...NTH INC. BILL OF MATERIALS C:' •;� n ITEM/ DESCRIWIoN MATERIA. j:• is pcQ—z A 1XBUCKSG>=0.55 WOOD :. om B 2X BUCK SG>=0.55 WOOD C 1/4"MAX SHIM SPACE - 'moi �'••., , ' z. 2`o win D 1/4"X2-3/4"ELCO OR ITW CONCRETE SCREW STEEL '!''i����IN1•p1���.�`% zcm. E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE B' 4.66" 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90L W = -G 3/16"X 3=1/4"PFH ITW CONCRETE SCREW STEEL a 9 m g S H 114'x 3-1/4"PFTs ELCO OR ITW CONCRETE SCREW STEEL $ ` a H g o i aw I IX X 2-1/4"PFH E CO OR ITW CONCRETE SCREW STEEL --i \ LTo « 4r m d a J 114'X 33/4"PFH E.CO OR ITW CONCRETE SCREW STEEL \1 E ;Z K #9 X 2-1/7'PFH WOOD SCREW STEEL 244" ' L #10 X 2-1/7'PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 4.9 16"JAMB J a M #8 X 2"PFH WOOD SCREW STEEL 2D Rw)ow pure W 7 FORCE 5 WEATHERSTRIP(ENDURA) FOAM 8 COMPRESSION WEATHERSTRIP QLON 650(SCHLEGEL) FOAM cc - [r 9 4'X 4"BUTT HINGE STEL z g s W 10 #9 X I"PFH WOOD SCREW STEEL pm > a o 11 #9 X 3/4"PFH WOOD SCREW STEEL 4 m 20 FINGER JOINTED PINE FRAME,HEAD&HINGE JAMBS WOOD S m 40$ 8 21 POLY FIBER JAMB COMP./VINYL 4 a� Q m� 27 LATCH STRIKE PLATE STEEL �( a' 28 DEADBOLT STRIKE PLATE STEEL 29 OUTSWING THRESHOLD(DLP) ALUM./WOOD a a 36 EXTRUDED ALUMINUM"ULTIMATE HURRICANE ASTRAGAL"BY ENDURA ALUMINUM 40 DOOR PANEL-SEE DOOR PANE.DETAIL SHEET FOR CONSTRUCTION DETAILS 60 SIDELITE PANEL-SEE SIDELITE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 87 ASTRAGAL STRIKE PLATE STEEL 88 2X REINFORCEMENT(CLEAR PINE:SG>=0.49) WOOD 21 POLY FIBER JAMB ^ � Rn & oo z W W p-R �c � s 4.56" w �G 2.03" ^$o m a DATE 02 21/12 = SCAM N.T.S. 9 �1 ODISWING IHRESHOID BY DLP Mr.BY. e a{K,ft LFS 3 DRANTlT.NO.: � s" FL-15180.2 O swu 11 OF c "x A- 577 7� BCIS Home Login ' User Registration Hot Topics Submit Surcharge Stats&Facts { Publications Contact Us SCIS Slte Map Links Search Roiitla a Product Approval ,'. USER:Public User Mzz= Product Approval Menu>Product or Application Search>Application List ERECEIVED } Search Criteria Refine Search19 Code Version 2017 FL# 17499 rmitting Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method Me n Quality Assurance Entity ALL Quality Assurance Entity Contract Expire Product Model,Number or Name ALL Product Description ALL LE Co Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL17499-R5 I Revision MI Windows and Doors Steven M.Urich,PE Approved History Category:Windows (717)317-8454 Subcategory:Single Hung 'Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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 e-mail address released In response to a public-records request,do not send electronic mail 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 emails 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: M am®99 M Credit Card Safe � l j AAMA (Validator/Operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION MI Windows&Doors,LLC P.O.Box 370 Gratz,PA 17030-0370 Attn: Rick Sawdey This authorization is based on the successful completion of tests,and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory.The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATIONS AAMANVDMA/CSA 101/I.S.2/A440-11 RECORD OF PRODUCT TESTED R-PG50`-1324x1575(52x62)-H AAMA 506 Negative Design Pressure=-63 psf COMPANY AND CODE Missile Level:D CPD SERIES MODEL& MAXIMUM SIZE TESTED Rating:+50/-63,52x62 NO. PRODUCT DESCRIPTION Wind Zone:3 185 SH Rating above conforms (FIN,FLANGE,&FINLESS) FRAME(mm) SASH(mm) MI Windows&Doors,LLC to the requirements of: 17812 . (AL)(O/X)(OG) 1324 x 1575 1283 x 792 Code:MTL ASTM E1886 (INS 0.090" PVB LAM GL) (414"x 5'211) (47"x 21711) and E1996 (ASTM) This Certification will expire July 27,2023 and requires validation until then by continued listing in the current AAMA Certified Products Directory. Structural Test&Report By: Missile Impact Test&Report By: Molimo,LLC Molimo,LLC Report No: 1711.04-106-12;ref.1583.06406-11 Report No: 1711.08-10642 Date of Report: November 29,2018;August 30,2018 Date of Report: December 7,2018 Evaluated for Certification: December 10,2018 A oc' ted Laboratories,Inc. Authorized for Certification: December 10,2018 JGSJTS T , ACP-04 (Rev.6/16) Ame n Architectural Manufacturers Association i _ ' I I L. Roberto Lomas P.E. Engineering Evaluation Report 1432 Woodford Rd. Lewisville,NC 27023 Report No.: 514373 434-688-0609 rllomas@lrlomaspe.com Manufacturer: MI Windows&Doors, LLC. 650 West Market Street Gratz,PA 17030 Product Line: Series 185 Aluminum Single Hung Window 52"x 62"-Impact Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document:drawing number 08-03379,prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Report No.:1583.06-106-11 signed and sealed by Michael D.Stremmel, P.E. Molimo,LLC.York, PA. AAMANVDMA/CSA 101/I.S.2/A440-11 Design pressure: +50.13/-63.70psf Water penetration resistance 9.20psf 3. Report No.: 1711.04-106-12 signed and sealed by Michael D.Stremmel, P.E. Molimo,LLC.York,PA. AAMA/WDMA/CSA 101/I.S.2/A440-11 Design pressure: +50.13/-63.70psf Water penetration resistance 9.20psf 4. Report No.: 1711.08-106-12 signed and sealed by Michael D.Stremmel, P.E. Molimo,LLC.York, PA. ASTM E1886-13 and ASTM E1996-14 ASTM E1886/E1996 Large Missile Impact,Level D,Wind Zone 3 ASTM E1886/E1996 Cyclic Load Test,+50.13/-63.70psf design pressure 5. Anchor calculations, report number 514373-1,prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: • Maximum design pressure: +50.0/-63.Opsf • Unit size: 52 1/8"x 62" • Units must be glazed per ASTM El 300-04/09,according to glazing details in approval drawing. • This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require impact protection in wind bome debris regions,up to wind zone 3. • Frame material to be Extruded Aluminum 6063-T5. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document 08-03379. Certiflcation of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). ``� .: . V . * 0.511 TAT .p`F r NA i� /.•(r .�"i ■.fir �. i 1 of 1 f Luis R.Lomas,P.E. FL No.:62514 01/28/2019 REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 SMS OR SELF DRILLING REQUIREMENTS OF THE FLORIDA BUILDING CODE. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 17. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. DETAILS. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 18, FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. DETAILS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 19. ALL FASTENERS TO BE CORROSION RESISTANT. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF 20.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR THE ARCHITECT OR ENGINEER OF RECORD. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: PROVIDED. A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR OF SUSTAINING APPLICABLE LOADS. ALUMINUM 6063-75 FU=30KSI .048" THICK MINIMUM 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE GLAZING DETAIL SHEET 2. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:02/07/2019 MI WINDOW A DDOOR DOORS, LLC. x%%1111111" , �I 'L / 650TMARKET ET GRATZ, PA 17030 `�,,•��GENS�"s y SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0�61251 7t_. 52" X 62" — IMPACT TABLE OF CONTENTS $$ NOTES OF tv SHEET N0. DESCRIPTION DRAWN: Owc No. RLv %O'c�. 'cCORIpQ:•�� 2 1 3 ELEVATIONS SCALE NTS DAIE 01/15/19 08 s0�19 OF 10 ,///W/11111110%�\\�`` 4 — 9 INSTALLATION DETAILS L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1492 WOODFORD RD LEMSV2LF-NO 27023 FL No.: 62514 10 COMPONENTS 434.5817-009 dbmas@6bmaspa.aom REVISIONS REV DESCRIPTION DATE APPROVED 52 1/8" FRAME WIDTH 52 1/8" FRAME WIDTH 4" MAX 10" MAX 4" MAX O.C. 4" MAX 10" MAX �O.C. 4" MAX 4" MAX 4" MAXrrr 10" O I _ O MAX O.C. 10" / �- MAX O.C. -7 / 62" 62" (- FRAME FRAME HEIGHT HEIGHT 4" MAX 4" MAX 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING IMPACT RATING +50.0%63.OPSF �GEANDSMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 521/8'X62'UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 2244 FTS SIGNED:0210712019 MI 6soDOWTA ADKET DOOR E,ETLLC. `�\\`J`ST St�RE��I� g,//� NOTES: GRATZ, PA 17030 `�, •��G NSA•S 1. SASH SIZE: 50 1/2" X 31 3/16" SERIES 185 ALUMINUM SINGLE HUNG WINDOW ;tk• 0 51 * 2. D.L.O.: 49 5/16" X 27 9/16" 52" X 62" — IMPACT FIN ELEVATIONS Tg7L� DRAWN: DWG NO. REV �'�F•''tpRtDR7z SCALE NTS DATE 01/15/19 08—SOEET39 OF 10 1O71AL1 �\\ HARDWARESCHEDULE L ROBERTO LOMAS RE Luis R. Lomas P.E. A 2 METAL SWEEP LOCKS AT LOCK RAIL,8-FROM EACH END 1432 WOODFORD RD LEWISVILLE,NC27023 FL No.: 62514 B. (2)BLOCK AND TACKLE BALANCES AT JAMBS 434-688-0609 Abmas@Womespe.aom lily REVISIONS 2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE CONCRETE/MASONRY BY OTHERS ° a e �° a ." ; 1 1/4" MIN. 1 1/4" MIN. OPTIONAL 1X BUCK ` ' .' a: EMBEDMENT EMBEDMENT SEE NOTES 3 — 7 SHEET 1 1/4" MAX. CONCRETE/MASONRY °` 1/4" MAX. APPROVED SHIM SPACE BY OTHERS "0 SHIM SPACE SEALANT BEHIND FLANGE a'v 3/16" TAPCON 3/16" rAPcoN °: INTERIOR 0 2„ :Q MIN. °. EDGE :o EXTERIOR XTERIOR EXTERIOR INTERIOR .a ° APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRErEIMASONRYINSTALLA77ON SILL TO BE SET APPROVED IN A BED OF SEALANT APPROVED SEALANT NOTES., BEHIND FLANGE 1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, NOT SHOWN FOR CLARI Y. 2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE OPTIONAL 1X BUCK 1/4" MAX. DES/GNEDINACCORDANCEWITHAS7ME2112 SEE NOTE 3 — 7 SHIM SPACE SIGNED:02/07/2019 SHEET 1 MI WINDOW AND DOORS, LLC. ```�wlRliL������ WEST CONCRETE/MASONRY a ° 650 RATZ,MET PAK17030REET `���`GENS ,�S�i BY OTHERS �..a.` SERIES 185 ALUMINUM SINGLE HUNG WINDOW _k• a1 �t n 52" X 62" — IMPACT — ° c .• `° :' • FLANGE INSTALLATION DETAILSTATEj25OF +'tv` Dwc ND. REVVERTICAL CROSS SECTION A.R. 08-03379 ssl.pNAt CONCRETFJMASONRY/NSTALLATION scALE NTS DATE 01/1519 sNEU5 OF 10 !i//I1.111111�`` L ROBER70 LOMAS RE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE.NC 27CM FL NO62514 62514 434-BBB-0609 tllumas@kbmespe.=n ' 2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPROVED CONCRETE/MASONRY BY OTHERS ° 1 1/4" MIN. OPTIONAL 1X BUCK ' . .' ..°: EMBEDMENT SEE NOTES 3 — 7 1 1/4" MIN. SHEET 1 T EMBEDMENT CONCRETE MASONRY 1/4" MAX. BY OTHERSa 1/4" MAX BACKER ROD SHIM SPACE 4. . SHIM SPACE & APPROVED SEALANT 3/16" TAPCON 3/16" TAPCONINTERIOR o MIN. -.A 783ACKER RIOR EXTERIOR INTERIOR DISTANCE :a L SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL SILL TO BE SET CONCRE7EOVISONRYINSTALLATION IN A BED OF BACKER ROD APPROVED SEALANT & APPROVED SEALANT NOTES: OPTIONAL 1 X BUCK N 1/4" MAX. 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, SEE NOTE 3 — 7 SHIM SPACE NOT SHOWN FOR CLARITY. SHEET 1 2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE —r DESIGNED IN ACCORDANCE WITHASTM E2112 SIGNED:02/07/2019 CONCRETE/MASONRY BY OTHERS °•. L�? . MI WINDOW AND DOORS, LLC. ��II11111//���. pREET .:< .. 650 WEST MARKET ST - N�`e3 . GRATZ, PA 17030 SERIES 185 ALUMINUM SINGLE HUNG WINDOW • 52" X 62" — IMPACT VERTICAL CROSS SECTION FINLESS INSTALLATION DETAILS $(a1•L Dj CONCRETE/MASONRY/NSTALLAT/ON DRAWN: , Dwc NO. 08-03379 REV ���o�sS/a10R AL SCA'E NTS J DATE 01/15/19 1SHEEf7 OF 10 /IIl.11llll� L ROBER70 LOMAS AE Luis R. Lomas P.E. 1432 WOODFORD RD L-WISVILLE,NC27023 FL No.: 62514 434-M-0609 tllcmas@Nomaspe.wm REMSIONS APPROVED REV DESCRIPTION DATE APPROVED SEALANT BEHIND FIN #6 SMS OR METAL STRUCTURE SELF DRILLING BY OTHERS SCREW MAX. 1/4" MAX SHIM SPACE METAL STRUCTURE SHIM SPACE 3/8" MIN r BY OTHERS EDGE DISTANCE INTERIOR LES SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR APPROVED 1w SEALANT EXTERIOR BEHIND FIN 3/8" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION NOTES: 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 4" MAX NOT SHOWN FOR CLARITY. 1/4- 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE SHIM SPACE DESIGNED IN ACCORDANCE W17HASTM E2112 SIGNED.02107/2019 EDGE DISTANCE. MI WINDOW 50 TAND XDOOR ET E,ETLLC. ```��`s�l {{6 SMS OR METAL STRUCTURE GRATZ, PA 17030 E •4�GN +�'�s,�y SELF DRILLING BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW _tk• o,.6j251 SCREW VERTICAL CROSS SECTION 52" X 62" — IMPACT (�(i� METAL STRUCTURE INSTALLATION R, APPROVED FIN INSTALLATION DETAILS ��� TATE OF SEALANT DRAWN: DWG NO. REV we l '61.*Z0R1D4:�,g BEHIND FIN A.R. DATE 08-03379 — r//7�S�a�Aj1f�N;tN SCALE NTS 01/15/19 9 OF 10 L.ROBERTO LOMAS RE WISNLLu fs R. Lomas 1432 WOODFORD RD LELE,NO27023 FL No.; as P.E.P 434.SW-0609 Nbmas@6bmespe.axD REVISIONS REV DESCRIPTION DATE APPROVED NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 SMS OR SELF DRILLING REQUIREMENTS OF THE FLORIDA BUILDING CODE. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT-INTO 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 17. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. DETAILS. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. DETAILS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 19. ALL FASTENERS TO BE CORROSION RESISTANT. COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF 20.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR THE ARCHITECT OR ENGINEER OF RECORD. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: PROVIDED. A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR OF SUSTAINING APPLICABLE LOADS. ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL- EXTRUDED ALUMINUM 6063-T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE GLAZING DETAIL SHEET 2. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED:0210712019 MI WINDOW ANDDOORRS, LLC. 65TMARKET ET \\\```st�� 4f,*11, GRATZ, PA 17030 �•��GEN1S+�•9cf+�� SERIES 185 ALUMINUM SINGLE HUNG WINDOW _tk• 0 51 c 52" X 62" — IMPACT TABLE OF CONTENTS NOTES SHEET NO. DESCRIPTION ��'c•``:�ORIOP•'�i'' DRAWN: DWG NO. REV i�'{ps �j \\ 2 ' 3 ELEVATIONS SCALE NTS °^� 01/15/19 08—SOEETi9 OF 10 ,//7sr0liil� 4 - 9 INSTALLATION DETAILS L.ROBERTO LOMAS RE Luis R. Lomas P.E. 7692 WOODFORD RD LEWISVILLA A1027023 FL No.: 62514 10 COMPONENTS 634688-0609 dhmas@ld=ftspe.mm REVISIONS REV DESCRIPTION DATE APPROVED 52 1/8" FRAME WIDTH 52 1/8" FRAME WIDTH 4" MAX 10" MAX 4" MAX O.C. 4" MAX 10" MAX 4" MAX O.C. 4" MAX - - --/— - - 4„ MAX7—71 J - 10'' O MAX O.C. 10" / �— MAX O.C. / 62" 62 FRAME FRAME HEIGHT HEIGHT 4 X x 4" MAX 4" MAX t T- 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION DESIGN PRESSURE RATING I IMPACT RATING +50.0%63.0PSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 52 118"X 62"UNIT SHOWN.OTHER SIZES APPROVED AS LONG AS FRAME AREA DOES NOT EXCEED 2244 FF SIGNED:02/07/2019 MI WINDOW AND DOORS LLC. �a1111rr/r 650 WEST MARKET STREET GRATZ, PA 17030 `�ry;•v�GENd+�.�s 1. SASH SIZE: 50 1/2" X 31 3/16" SERIES 185 ALUMINUM SINGLE HUNG WINDOW k• 0 51 at 2. D.L.O.: 49 5/15" X 27 9/16" 52" X 62" - IMPACT / / FIN ELEVATIONSS�lTyjATE OF,•'tom DRAWN: DWG NO, REV ' `�•�Q1t1DQ* � sAaRiE DATE 08-03379 - y/B/aHp�1 ?\`\\ NTS 01/15/19 3 OF 10 HARDWARESCHEDULE LROBERTOLOMASRE Luis R. Lomas P.E. A 2 METAL SWEEP LOCKS AT LOCK RAIL,B'FROMEACH END 1432 WOODFORD RD LEMSV0.L6 NO 27023 FL No.: 62514 B. (2)BLOCK AND TACKLE BALANCES AT JAMBS 434-688"06a9 itbmas@kbmaWcom REVISIONS 2" MIN. REV DESCRIPTION DATE APPROVED EDGE DISTANCE CONCRETE/MASONRY BY OTHERS a a 1 1/4" MIN. 1 1/4" MIN. OPTIONAL 1X BUCK ` °' .' .d: EMBEDMENT EMBEDMENT SEE NOTES 3 — 7 < ` SHEET 1 1/4" MAX. j CONCRETE/MASONRY 1/4" MAX. APPROVED SHIM SPACE BY OTHERS "0 SHIM SPACE SEALANT " o BEHIND FLANGE 3/16" TAPCON 3/16" TAPCON °" INTERIOR 2" ° MIN. •°. EDGE :a EXTERIOR DISTANCE7 EXTERIOR INTERIOR APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETEAMASONRY INSTALLATION SILL TO BE SET APPROVED IN A BED OF SEALANT APPROVED SEALANT NOTES: 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, BEHIND FLANGE NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE OPTIONAL 1X BUCK 1/4" MAX. DESIGNED INACCORDANCE WnHASTME2112 SIGNED:02/07/2019 SEE NOTE 3 — 7 SHIM SPACE SHEET 1 MI WINDOW AND DOORS, LLC. ��(ulalillllp�� CONCRETE/MASONRY 650 RATZ,WEST MPAK117030ET REET �`J�c'•GENO�' viii BY OTHERS ° A..d:°. . A•' ' SERIES 185 ALUMINUM SINGLE HUNG WINDOW _11r- 0 51 �1 A'. •• 52" X 62" — IMPACT e . FLANGE INSTALLATION DETAILS 0; STATE OF tv� d . •'•. DRAWN: DWG NO. REV O�,ti(N'.'cCORtOR:r� �'� CONRCRICAL ETEANASOCROSS Y/NSEALLA�ON SG LE NTS DATt 01/15/19 08-03379 OF 10 ,/' 7VA11� \` L.ROBER70 LOMAS RE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE,NO 27023 FL No.: 62514 434£88-0609 IlbmasSWMa OCOM 2" MIN. REVISIONS EDGE DISTANCE REV DESCRIPTION DATE APPRovED CONCRETE/MASONRY BY OTHERS c' 1 1/4" MIN. OPTIONAL 1X BUCK ` •d' °: EMBEDMENT SEE NOTES 3 — 7 1 1/4" MIN. SHEET 1 EMBEDMENT CONCRETE MASONRY 1/4" MAX. j BY OTHERS 9 1/4" MAX. BACKER ROD SHIM SPACE < SHIM SPACE & APPROVED SEALANT '• 3/16" TAPCON 3/16" TAPCON ° .° INTERIOR ° 2" MIN. EDGE7BACKER XTERIOR EXTERIOR INTERIOR DISTANCE :a �•• UCK SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL SILL TO BE SET CONCRETEAMASONRY INSTALLATION IN A BED OF BACKER ROD APPROVED SEALANT & APPROVED SEALANT NOTES: OPTIONAL 1X BUCK 1/4" MAX 1.INTERIORAND EXTERIOR FINISHES,BYOTHERS, SEE NOTE 3 — 7 FSHIM SPACE NOT SHOWN FORCLARRY. SHEET 1 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITH ASTM E2112 SIGNED:02/07/2019 CONCRETE/MASONRY BY OTHERS �. .: �..°:• A.. . .'•q•a• MI WINDOW 650 WESTAMDKET STREET LC . GRATZ, PA 17030 �,;•��GENS�••sy °..� + SERIES 185 ALUMINUM SINGLE HUNG WINDOW 1 �• 52" X 62" — IMPACT VERTICAL CROSS SECTION FINLESS INSTALLATION DETAILS �y4• TAT OF i t4 CONCRETEMASONRYINSTALLATION 0 DRAWN: DWG N0. REV �j F �OR10'mp�, sca�E NTS DATE 0115/19 08-03379 OF 10 '',Y�SIaNAj1�: L ROBERTO LOMAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISWUIL NC27023 FL No.: 62514 434-68&0609 rllnmas@BamesX com REVISIONS APPROVED REV DESCRIPTION DATE APPROVED SEALANT BEHIND FIN #6 SMS OR METAL STRUCTURE SELF DRILLING BY OTHERS SCREW 1/4" MAX. 1/4" MAX ir SHIM SPACE METAL STRUCTURE SHIM SPACE 3/8" MIN �- BY OTHERS EDGE DISTANCE INTERIOR SMS OR SELF LF DRILLING SCREW EXTERIOR INTERIOR APPROVED SEALANT EXTERIOR BEHIND FIN 3/8" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION NOTES: 1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, 1/4" MAX NOT SHOWN FOR CLARITY. r SHIM SPACE 2.PERIMETER AND JO/NTSEALANTBYO7HERSTO BE 1 DESIGNED IN ACCORDANCE WI7HAS7M E2112 SIGNED:02/07/2019 EDGE DISMINCE r —r MI WINDOW AND DOORS, LLC. ```�S�ti if�b�/�` 650 GRATZ,WESTMPAKE7030REET ;J G N. #6 SMS 6R ,v.;% S Si METAL STRUCTURE F SELF DRILLING BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 51 aF_ SCREW VERTICAL CROSS SECTION52" X 62" - IMPACT METAL STRUCTURE INSTALLATION '�• , •a APPROVED FIN INSTALLATION DETAILS gip' TATE OF y'�� SEALANT DRAWN: DWG NO. REV lO'��� \ BEHIND FIN _ ����..'�.ORI�t Srac NTS DATE 01/15/19 08 TT SHE99 OF 10 �j��jrl�HAlt�a��� L ROBER70 LOMAS RE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISWUE,NC27023 FL No.: 62514 434-68&0609 NbmBs@klwnaWe.mm --- 1 Regulation BCIS Home I Log In I User Registration Hot Topics Submit Surcharge I Stats&Facts I Publications Contact Us SCIS Site Map j Links 'Search Or * �*. `IProduct Approval 0-CEZ�i EDUSER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail i JUL 12 2019 FL# FL15351-R7 ST, Ducie County,Permittlng Application Type Revision Code Version 2017 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Commentsa--I L r— 0%%e% Ent% Archived ❑ till" FYY Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz,PA 17030 (717)365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M.Urich,PE 0 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/I.S.2/A440 2011 Equivalence of Product Standards Certified By i Product Approval Method Method 1 Option A Date Submitted 02/27/2019 Date Validated 02/27/2019 Date Pending FBC Approval ' 1 I AAMA (Validator Operations Administrator) CERTIFICATION PROGRAM j AUTHORIZATION FOR PRODUCT CERTIFICATION MI Windows&Doors,LLC P.O.Box 370 Gratz,PA 17030-0370 Attn: Rick Sawdey This authorization is based on the successful completion of tests,and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory.The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATIONS RECORD OF PRODUCT TESTED AAMAIWDMA/CSA 10.1/I.S.2/A440-11 HAMA 506 LC-PG45-1851x1572(73x62)-HS COMPANY AND CODE Missile Level:D CPD SERIES MODEL& MAXIMUM SIZE TESTED Rating:+451.45,73x62 NO. PRODUCT DESCRIPTION Wind Zone:3 Rating above conforms 188 HS(FLANGE) FRAME(mm) SASH(mm) MI Windows&Doors,LLC to the requirements of: 14815 (AL)(OX)(OG) 1851 x 1572 911 x 1505 Code:MTL and ASTM E1886 (INS 0.090"(MODIP(STM)LAM GL) (6'1"x 5'2") (3'0"x 4'11") This Certification will expire January 5,2024(extended from January5,2019 per AAMA 103-19)and requires validation until then by continued listing in the current AAMA Certified Products Directory. Structural Test&Report By: Missile.lmpact Test&Report By. Architectural Testing,Inc. Architectural Testing,Inc. Report No: 97433.01-109-47 Report No: 97354.01-109.47 Date of Report: March 8,2010 Date of Report: March 10,2010 Evaluated for Certification: January 21,2019 docited Laboratories,Inc. Authorized for Certification: January 21,2019 JGSJTS ACP-04 (Rev.6/16) Ame n Architectural Manufacturers Association i I i L. Roberto Lomas P.E. Engineering Evaluation Report 233 W.Main St Danville,VA 24541 Report No.: 611732B 434-688-0609 rllomas@Irlomaspe.com Manufacturer: NII Windows and Doors,LLC 1900 Lakeside Parkway Flower Mound,TX 75028 Product Line: Series 188 Aluminum Horizontal Sliding Window—Impact Resistant Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a ).The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document:drawing number 08-01161 revision B,prepared,signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.:ATI 97433.01-109-47 signed and sealed by Michael D.Stremmel P.E. Architectural Testing, Inc.York,PA AAMAIWDMA/CSA 101/I.S.2/A440-05. Design pressure: ±45.11 psf Water penetration resistance 8.35psf 3. Test report No.:ATI 97354.01-109-47 signed and sealed by Michael D.Stremmel.P.E. Architectural Testing, Inc.York,PA AAMA 506 ASTM E1886-05 and ASTM E1996-05 ASTM E1886/E1996 Large Missile Impact,Level D,Wind Zone 3 ASTM El 886/El 996 Cyclic Load Test,±55.14psf design pressure 4. Anchor calculations, report number 511732-1 B,prepared,signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use. Maximum design pressure: ±45.Opsf • Maximum unit size: 72 7/8"x 61 7/8" • Maximum sash size: 35 7/8"x 59 1/4" Approved configurations: XO,OX Units must be glazed per ASTM El 300-04,see installation instructions for glass details. This product is not rated to be used in the HVHZ. • This product is impact resistant and does not require Impact protection in wind bome debris regions. • Frame and sash material to be extruded Aluminum 6063-T6. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval document,08-01161 revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s)for which this report is being issued.Also, I don't have nor will acquire a financial interest in any other entity involved in the approval \ � \ �I jai process of the listed product(s). `\��' S ``a\` • •' f • • TAT OF SONAL �G�� X11.111.11 1 of 1 Luis R.Lomas, P.E. FL No.:62514 02/09/2016 i I Igir REVISIONS REV DESCRIPTION DATE APPROVED A ADDED RIGID FILLER INSTALLATION 4/25/11 R.L. B REVISED INSTALLATION DETAILS 11/18/15 R.L. NOTES: 15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE REQUIREMENTS OF THE FLORIDA BUILDING CODE. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 17. ALL FASTENERS TO BE CORROSION RESISTANT. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH f'm=2,000PSI MINIMUM. BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH D. METAL STRUCTURE: STEEL 16GA (.060") FY=33KSI/FU=52KSI OR MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ALUMINUM 6063—T5 FU=30KSI 0.045" THICK MINIMUM 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 19. APPROVED CONFIGURATIONS: X0, OX COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T6. 12.UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLAZING DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. SIGNED.,02/09/2016 MI WINDOWS 00 LnES�E DOORS, LLC ``�`�1�R.'L0����.� PARKWAY FLOWER MOUND, TX 75028 v• ENs� TABLE OF CONTENTS SERIES 188 ALUMINUM HORIZONTAL SLIDING WINDOW _k- 0,,65 •�c SHEET NO. DESCRIPTION IMPACT RESISTANT rte` S E� NOTES �o, TAT OF 1 NOTES DRAWN: DWC N0. REV ✓'O� �'��ORI�Q: ���� 2 ELEVATION TJ F DATE 08-01161 B ���iisSLONAt1��G`��` 3 — 5 INSTALLATION DETAILS NTS 10/26/10 1 OF 5 It REVISIONS REV DESCRIPTION DATE APPROVED 72 7/8" MAX. FRAME WIDTH A ADDED RIGID FILLER INSTALLATION 4/25/11 R.L. 3" MAX 12" MAX B REVISED INSTALLATION DETAILS 11/18/15 R.L. O.C. 3" MAX.—{ 6" MAX. 18" MAX FOR REQUIRED O.C. NUMBER OF ANCHORS SEE CHART #1 61 7/8" MAX. » O FRAME HEIGHT Chart#1 Number of anchor locations required Frame Frame Width In Height 36.00 4&00 60.00 1 72875 on) Head I Jamb Head Jamb Head Jamb Head Jamb 24.00 4 2 5 2 6 2 7 2 J— 30.00 4 2 5 2 6 2 7 2 6" MAX. 36.00 4 3 5 3 6 3 7 3 4200 4 3 5 3 6 3 7 3 SERIES 188 ALUMINUM HORIZONTAL SLIDING WINDOW 46.00 4 3 5 3 6 3 7 3 EXTERIOR VIEW 54.00 4 4 5 4 6 4 7 4 60.00 4 45 4 6 4 7 4 DESIGN PRESSURE RATING IMPACT RATING 61.875 4 4 5 4 6 4 7 4 t45.OPSF LARGEANDSMALL MISSILE IMPACT MISSILE LEVEL D,WIND ZONE 3 _ 1/4" O.A. 3/32" ANN. 090" PVB BY SOLUTIA 3/32" ANN. - SIGNED:02/09/2016 DOW 995 NOTES: SILICONE MI WINDOWS & DOORS LLC ��u11lir►/ 1. MAXIMUM SASH SIZE: 35 7/8" X 59 1/4" ' \\\� R. Lp�77ij� 2. MAXIMUM D.L.O.: 34 1/2" X 58 5/8" 1900 LAKESIDE PARKWAY ; \S,• �lf�i� 3. (2) 3 1/4" X 3/16" WEEP NOTCH AT 3" FROM EACH END SILL FACE. 5 BBITE GLASS FLOWER MOUND, TX 75028 `v•�\GENSF•cP SERIES 188 ALUMINUM HORIZONTAL SLIDING WINDOW IMPACT RESISTANT HARDWARESCHEDULE ELEVATION ^p' TATE OF A. 2 METALCAN&LOCKSAT61/2"FROM EACH END OF LOCK STILE �O'. ;ltr� B. 2 ALUMINUM RETAINER SPRING AT EACH END OF SCREEN LOCK STILE GLAZING OPTION DRAWN: DWG N0. REV �iz'�Fs;�CpR1DP.G���` 116 C. (2)VI YL PULL TABAT8 2"FROM EACH END OF SCREEN PULLSTILE SCALE NTS DATE 0 OS sTJH o�T210F 5 B ,,,�sl0IIIAIL► \\`\ D. (1) ALUMINUM ROLLER AT INTERIOR SILLTRACK 1 /26/10 REVISIONS REV DESCRIPTION DATE APPROVED A ADDED RIGID FILLER INSTALLATION 4/25/11 R.L. B REVISED INSTALLATION DETAILS 11/18/15 R.L. 1/2" MIN. EDGE DISTANCE WOOD FRAMING OR 2X BUCK 1 1/4" MIN. 1/4" MAX. BY OTHERS 1 1/4" MIN. EMBEDMENT SHIM SPACE EMBEDMENT t WOOD FRAMING OR 2X BUCK BACKER ROD 1/4" MAX. BY OTHERS INTERIOR & APPROVED SHIM SPACE '#10 WOOD SEALANT SCREW 1/2' MIN. C3 #10 WOOD SCREW EDGE DISTANCE INTERIOR T EXTERIOR _ EXTERIOR BACKER ROD & APPROVED SEALANT JAMB INSTALLATION DETAIL SILL TO BE SET WOOD FRAMING OR2XBUCK/NSTALLATION IN A BED OF APPROVED SEALANT BACKER ROD & APPROVED 1/4" MAX. SEALANT SHIM SPACE NOTES: i. INTERIOR AND EXTERIOR FINISHES,BY OTHERS, NOT SHOWN FOR CLARITY. WOOD FRAMING T 2. PER/METER AND JOINT SEALANT BY OTHERS TO BE OR 2X BUCK DESIGNED INACCORDANCEW/7HASTME2112 BY OTHERS _ _------------ - - - -—-SIGNED:02/09/2016— ——— VERTICAL CROSS SECTION WOOD FRAMING OR2XBUCK INSTALLATION MI WINDOLWAKESDE DOORS, LLC1900 PARKWAYIR �/�`, FLOWER MOUND, TX 75028 �wJ••�GENS.'95��, SERIES 188 ALUMINUM HORIZONTAL SLIDING WINDOW ;#• Q 5 IMPACT RESISTANT INSTALLATION DETAILSTAT E OF DRAWN: DWG N0. REV TJH 08 SCALE NTS DATE 10/26/10 So�31B OF 5 REVISIONS REV DESCRIPTION DATE APPROVED 3/4" MIN A ADDED RIGID FILLER INSTALLATION 4/25/11 R.L. EDGE DISTANCE B REVISED INSTALLATION DETAILS 11/18/15 R.L. METAL 1/4" MAX. STRUCTURE F SHIM SPACE BY OTHERS METAL APPROVED STRUCTURE SHHIMIM SPACE MAX. SEALANT BY OTHERS INTERIOR #10 SMS OR SELF DRILLING #10 SMS OR SCREWS SELF DRILLING + �? EA SCREW 3/4" MIN. d EDGE DISTANCE —————— EXTERIOR INTERIOR i— BACKER ROD EXTERIOR & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT BACKER ROD & APPROVED SEALANT 1/4" MAX. NOTES: F SHIM SPACE 1. INTERIORANDEXTERIOR FINISHES,BYOTHERS, METAL NOT SHOWN FOR CLARITY. STRUCTURE 2. PERIMETER AND JOINT SEALANT BYOTHERS TO BE BY OTHERS DESIGNED IN ACCORDANCE MTHA87M E2112 SIGNED:02/09/2016 - VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION MI WINDOLWAKESDE DOORS, LLC ``PARKWAYO �fi�i FLOWER MOUND, TX 75028 !ZSv•v\GEIV ,p, SERIES 188 ALUMINUM HORIZONTAL SLIDING WINDOW =*• e,,6 5 k IMPACT RESISTANT INSTALLATION DETAILS TAT OF Off.` DRAWN: DWO NO. REV i��Fs. SCALE NTS DATE 10/26/10 08-01 5 B /' s�ONA1��C1\`\` r