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Home My WebLink AboutProduct Approval Florida Building Code Online j Page 1 of 2 - l iw— FLOAlWO0PA)rMANT OF I I ! I I I 1 - sFrofess"10' "gi Regulation I , BCIS Home ( Log In j User Registration Hot Topics j Submit Surcharge Stats&Facts Publications j FBC Staff j BCIS Site Map i Links •Search j O r *USER: Product Approval Public User I ' Product Aooroval Menu>Product or Anolication Search>A licatioi Lis >Application Detail l I FL# L6890-R6 Application Type Revision Code Version 2017 i Application Status Approved Comments i Archived ❑ I ' I i Product Manufacturer Custom Window Systems Inc. Address/Phone/Email 1900 SW 44th Avenue j Ocala,FL 34474 (352)368-6922 Ext 245 kp'ne@ cc I Authorized Signature Kevin Pine kpine@cws.cc I I i i Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 (352)368-6922 Ext 291 1 jlathrop@cws.cc j Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala,FL 34474 I i (352)368-6922 Ext221 amonteverde@cws.cc I Category ino s ; Subcategory Casement 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 Lucas A.Turner the Evaluation Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 07/21/2020 I Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received' i I j Certificate of Independence FL6890 R6 COI EvalReoort161D.odf j Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-`OS 2005 ASTM E1886-05 2005 ASTM E1996-05 2005 PA/TAS 201/202/203 i 1994 i I i ' Equivalence of Product Standards Certified By I I • l I � I I i https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDq i4Bg7NfwG9n... 1/3/2018 I I Florida Building Code Online I Page 2 of 2 I Sections from the Code I I I I I Product Approval Method Method 1 Option D Date Submitted 09/26/2017 ! i Date Validated 09/29/2017 I Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 I � Su ma of rodu FL# Model,Number or Name Description 6890.1 8400 Vinyl Casement 8400 Vinyl Flg/Fin Casement. Limits of Use Installation Instruction's, f Approved for use in HVHZ:Yes FL6890 R6 II CWS-161b,ndf Approved for use outside HVHZ:Yes Verified By: Lucas A.Turner 58201 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:+67.5/-67.5 EvaluationReports I Other:8400 Vinyl Casement,Large Missile,DP=+/-67.5 FL6890 R6 AE f EvalReDOrt161D.ddf psf,Max.size 37"x 72".Outer lite in I.G.to be fully Created by Independent Third Party:Yes tempered when used 30 ft.above grade in HVHZ.Glass complies with tSTE130TO4. I Back Next � I I � I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 { The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida.::Privacy Statement Alessib0ity Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to apublic-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(l),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 maybe used for official communication with the licensee.However emall 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. I i Product Approval Accepts: i ! CreditCard: ! I I i I iI I I I I 1 � I i i I I � I I I I I , I I I i i I I ! h s://www.floridabuildin .or r/ r_a dtl.as x? aram=wGEVX wtD u4B 7NfwG9n... 1/3/2018 gP P 1?P_ P P QI q l g l URNER 1239 Jabara Ave. North Port,FL 34288 ENGINEERING & Ph. 941-380-1574 TCONSULTING, INC. FBPE C.O.A. #29779 i Evaluation Report 161D August 28, 2017 III Product Description: Series 840 P C Casem nt dow,L g ss le mpaDproduct 7 "unit size with HS laminated glass, or 37"x 63"unit size withannealed laminatedManufacturer: Custom Window Systems,Inc. 1900 SW 44''Ave, Ocala,FL IStatement of Compliance: This report evaluates the above-listed product per thts of FACProduct Approval Rule Chapter 61G20-3.005 (4). This product complies!with ths of the 6`bEdition(2017)FloridaBuilding Code including the High Velocity Hurricane Zonct testingstandards performe a e t d elow — j Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-161D,signed and sealed by Lucas A.Turner,P.E. 3) Test Reports NCTL-210-3673-1,-lA,-2,-2A,and NCT13674-1, IA,-2 ,frm ;-2Ao National Certified Testing Laboratories,Orlando,FL signed and'sealed by Gerard J.Ferrara,P.E. a. Testing Performed: TAS 201/202/203 1994,AAMA/WDMA/GSA 101/I.S.2/A440- 2005,and ASTM E 1886/1996 2002/2005 4) Supplemental Calculations to support CWS-161D,signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-16,11). Limitations of Use: This product: • Maybe used in X config. in unit sizes up to 36"x 72"with 1/8"(HS or Temp.);outboard, -air- 1/8HS-090PVB-1/8HS laminated inboard glass,or in unit sizes up to 36"x 63"with 1/8"(Ann. or Temp.)outboard,-air- 1/8Ann-090PVB-1/8Ann laminated inboard glass • Requires outer lite in I.G.to be fully tempered when used in HVHZ above 30 ft of grade • Requires Max. glass daylight sizes as shown in CWS-161D • Achieves design pressures of+/-67.5 psf • Is large missile impact resistant and does not require the use of shutters i j • May be used in the High Velocity Hurricane Zone • Requires Kuraray(Dupont)PVB Interlayer per Miami-Dade N.O.A.#16-1117.021 • Requires Quanex(Mikron)white rigid PVC framing per Miami-Dade UA#17-0206.10t t I have evaluated the materials in these NOAs and find that they comply with the requirements of the 6`h Ed. (2017)Florida Building Code for use in this product. Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. %%% y t No 58201 • .�o: 8/28/2017 Lucas A. Turner P.E. STATE #58201 " i CASEMENT - LARGE MISSILE IMPACT GENERAL NOTES: (l9�®m•L/d(/d 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED WINDOW SYSTEMS Lp(�( TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT 1900 SW 44TH AVE. 381/4' EDITION INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ) OCALA,FLORIDA 34474 MAX.OVERALL 381/4' AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS WWW.cWS.CC FLAIDTH MAX OVERALL FLANGE WIDTH DEFINED IN ASTM E 1996 PER THE FBC. 37' 37' UNIT WIDTH UNIT WIDTH 2.GLAZING OPTIONS:(SEE SHEET 2) 8400 PVC MAX.SASH WIDTH MAX.SASH WIDTH 3.CONFIGURATIONS: ALL WINDOWS ARE OPEN TO OUTSIDE LEFT OR CASEMENT - - ---- - -- - - - -- — - ---- -- --- - - - ---RIGHT.---- - -- --- -- -- -- - - -----IMPACT_ - - --- A 4.DESIGN PRESSURES: -NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND ¢ z -;t ¢z GLASS TABLES ASTM E-1300-04e01/09. I- o w O U w p i I -POSITIVE DESIGN LOADS BASED ON TESTED PRESSURE,WATER w z O z Z I- I I INFILTRATION TEST PRESSURE,AND GLASS TABLES g a w�z 0 W m 731/4' I I - -- ASTM E-1300-04e01/09. Z Z=2¢ o_ --- I /MAX ------ I-- --- - - -- - - O OF O _�� -- - -- -- — - I - U Ua FL`s LI 5:ANCHORAGE:THE 331/3%STRESS INCREASE HAS'NOT BEEN USED IN - rn F-z--F--CQ __ HEIGHT i i I I I THE DESIGN OF THIS PRODUCT. SEE SHEET 6 FOR INSTALLATION ¢ ZO z U z c=i y OVERALL B I I I B DETAIL.WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD } ¢ O w O=OLLZ I I FLANGEHEIGHT I I ANCHOR CALCULATIONS. ¢ g t cc Z'6 I 6.PRODUCTS APPROVED FOR IMPACT RESISTANCE.SHUTTERS ARE w OLLM FFA fn o w c,w O-1 NOT REQUIRED. a - a Of O-cn 72^ I I fis vz" 63^ I X I I 5s�(2 m _ a. w= v}i MAX I I GLASS MAX. I GLASS 7•ALL FRAMES AND VENTS FULLY WELDED. a I- ° a IT HEIGHT I I DLO HeicHr I I DLO 8 SERIES/MODEL DESIGNATION CA-8400. �"'11°131"'OREW 4 9.THE DESIGNATION X STANDS FOR THE FOLLOWING: �.``G_ ANO EIV FT&!'QL,�i4 61' I I X=OPERABLE SASH 6 MAX �: No 58201 %I.-A MAX I I C SASH I / I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR SASH I \ I 6 HEIGHT I I I LOCATION. pro: 9 STATE OF ; ' HEIGHT 4i I O RtOP:�a�S I S/ONAI. .:G�` LL A harnnn�ri�� 301/2" zZ 6 GLASS DLO 301/2" RIGHT HINGED-SHOWN GLASS DLO LEFT HINGED-OPPOSITE 9/22/2017 LEFT HINGED-SHOWN LUCAS A.TURNER,P.E. RIGHT HINGED-OPPOSITE FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GENERAL NOTES AND _ TABLE OF CONTENTS LOCATION MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 NON-HVHZ „ „ +/-65 PSF DRAWN BY: - DATE: GLAZING DETAILS.................................2 37 67.5 PSF LARGE MISSILE IMPACT X 63 ADE 05/05/07 HVHZ +/- SECTION VIEWS....................................3 DWG#., EXTRUSIONS&B.O.M...........................4 NON-HVHZ +/-65 PSF CWS-161 D ANCHOR SCHEDULE&NOTES............5 INSTALLATION DETAILS.......................6 HVHZ +/-67.5 PSF SCALE` SHEET 1:15 1 OF 6 a2gomul WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8400 PVC CASEMENT - -- - -_ ----- -- - -- - - ---- ' - - - - -- -- - -- - - - --- - - -IMPACT_ - - a z � azo ------- -_- -- F -17/8"OVERALL - - _ - - - - - - -- _ 7/8"OVERALL - _ - - ---z--w L"O`CF-0-6-_-- 118°ANNEALED or TEMPERED 1/8"HEAT STRENGTHENED or TEMPERED Lu p Z O z>.O m 7/16"AIRSPACE 7/16"AIRSPACE LL I-wZ i-� Z ZO S2¢ -- - - -- -- 5116"-LAMINATED GLASS--- -- - - --- -- - ---- -_--__------5/.16!-LAMINATED GLASS- --U--U�_-F--Zaf...�.p---- ---- 0 z 1/8"ANNEALED 1/8"HEAT STRENGTHENED Z O O V u--=)L)- < Z F--LL20Ou.Z .090 DUPONT PVB INTERLAYER .090 DUPONT PVB INTERLAYER m§yOy Fw-F FI-It O- OUANEX DURASEAL 1/8"ANNEALED II¢-- o n F-} OUANEX DURASEAL 1/8"HEAT STRENGTHENED w D 5n Lu rq 0 w rn W IG SPACER SIKAFLEX 552 OR IG SPACER FLEX 552 OR a ?=5. 0 p� 3 PURFECT GLAZE"H" 3 PURFECT GLAZE"H" O w H R w x,r>. a OL ` �a 46 [F� 1/2"GLASS BITE 46 1/2"GLASS BITE ,%,,�fUtiurrryrrr� • OREW 13 13 JNVP:��6Elva'-. cr O �: No 58201 •;n-A s-ve a 8 6 ��Q .STATE OF ;�4r' �i . •..O A l.. -'�j�I& 9E= SroNAr1 1O�� GLASS TYPE A GLASS TYPE B XZ 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: SETTING BLOCKS PER FBC 2411.3.3.11 GLAZING DETAILS DRAWNBY: DATE: MAX LINITSIZE MAX POS. DP GLASS TYPE ADE 05/05/07 DWG#: REV.: 37"x 63" +67.5 A I CWS-161 D 37"X 72" 1 +67.5 B SCALE: SHEET 1:1 2 OF 6 WIWD01,91 SYSTEMS 3 33 1900 SW 44TH AVE. INTERIOR OCALA,FLORIDA 34474 W Ww.Cws.CC 9 11 50 49 48 ® ® ® 8400 PVC CASEMENT -- - -- - - e - - - 3 IMPACT-- -- 6 P T-- -- 6 19 1 46 ¢ Z QZCOLLIOCi� W ZOZ ce__-�---- 29 ❑ Q m 3}O W 3 m 18 Z 1zz-1Q 3M= ------- - ---- ------ - ----- ----- -514 _ 9 18-- -9 ---- ------ - --O--Ucn� 1,--U) - -- - - 51-- - -- — -- - --------4- ---31-- 8 51---5 -1 --- -------- O O F-O d WOO --- 6 D Z z(D ZjUy SECTION VIEW B-B v ui ��4 0' 2 <�oWp=oz LLmW OJm_H 1 D_ W�� la= m I=Hz- a D_�a '10REW EIVS INTERIOR '1�VPS•��G ENg�GQ2i� : No 58201 pro: 9Q: STATE OF :�utu 10 5 Q ® / 43 13 0 51 4 7 36 as u A.TU 017 LUCAS A.TURNER,P.E. 5 o FL PE#58201 1239 JABA2 o NORTH ORT,FFL 34288 46 39 PH.941-380-1574 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS ALTERNATE FIN FRAME DRAWN BY: DATE: ADE 05/05/07 --- - - _ DWG#: REV.: ITEMS NOT SHOWN FOR CLARITY: CWS-161 D 14,16-17,19-20,25,27,32,34,37-38,42,4445,50 SCALE' SHEET 1:2 3OF6 PARTS LIST ITEM PART# DESCRIPTION VENDOR MATERIAL 3118" -{ FRAME AND CORNER 1 H-60306 FR,CASE.,MAIN,HEAD MIKRON PVC I SASH CONSTRUCTION �� MS 2 H-6030B FR,CASE.,MAIN,SILL MIKRON PVC 1 CONSTRUCTION 1900SWWINDO44SYA E. 3 H-6030B FR.,CASE.,MAIN,JB.,RIGHT MIKRON PVC z 19!)0 SW 44TH AVE. 4 H-60308 FR.,CASE.,MAIN,JB.,LEFT MIKRON PVC 3 7/32 WWW.OCALA,FLORIDA 34474 5 H-6030A FR.,CASE.,W/FIN MIKRON PVC 6 www.cws.cc 321/32" o a 27132" 6 H-6008 SASH,CASE.,TOP RAIL MIKRON PVC 7 H-6008 SASH,CASE.,BOT.RAIL MIKRON PVC 1n6• }— 8400 PVC 8 H-6008 SASH,CASE.,SIDE RAIL,HINGE MIKRON PVC p PVC GLAZING BEAD CASEMENT - --9- ---H-6008-- SASH,-CASE,SIDE-RAIL,LOCK---------- -- ___ _- __MIKRON _ _PVC _ _ _ S-6064 CORNER WELD --_--_ _ _ _ _ - cALLSIDES) - - -_IMPACT-- - - - 10 H-1592 SCREEN RAIL,SIDE/BTM KEYMARK ALUM -1:e- - 11 H-1593 SCREEN RAIL,TOP/SIDE KEYMARK ALUM PVC FLANGE FRAME -- GLASS SEE - _ ---- �2 - = - _-_ - - - - H-6030B z_ 13 P-3028 SET.BLK.,85 DUR.,1/8"X7/8"X2"LG:_---- -FRANK--OWE--RUBBER- - -_--.z__W.w o a _woo w _ 4 P-3029 SCREEN LIFT-OUT S MMIT 211/32'—y W z O z W -t 21/32" 7/16°� � FQ C 5 P-3113 SCREW SUPPORT FOR PVC TEAM PLASTICS RUBBER W z z x --- -16 -P-3195-- SCREEN-SPRING,- O-HOLE TENSION.__-__-__ __--_ D 6 as as o o o �d o w ------ ----- - - -7 -- ------ -0__u�-F-.z_A .cn.o. -- 17 P-3197 SCREEN CORNER KEY M&M NY ON o 1/16° _ - '- j1�g^ - o z- z F rn 18 P-3217 WSTP.,WHITE LEAF SEAL,FRAME AMESBURY RUBBER 21/4" 8 z O o O ui-m O- 9 COIL,.062 X.656 COIL,.05 X.437 ¢ F z w 2 z z 19 P-3228 SCREEN SPLINE,.155 DIA,BLK DAPA 1/16° P-4491 P-4050 �4 o w o?O z 20 P-3281 SPACER,DURASEAL,SEE SHEET 3 DURASEAL TRUSEALL �r�3 zz vi 21 P-3342 SEAM SEALER,SM-5504 SCHNEE SILICONE w O m w'L w o w P-3429 WSTP.,.270 X.187 B CK,ULTRA FIN,BLACK,SASH ULTRAFAB PVC SASH a. z-0 �O-� H-6008 O D-x�r 3 PURFECT G "H",SIKAFLEX552 HENKEL,SIKA = a it�W rn 4 P-3539 X3 4"QUAD PH TEK,ZINC,SCREW a D. 5 P-3581 SCREEN CLOTH,18 X 16 FIBERGLASS PHIFER 17/32" 17132" ``"J iuu��T 6 P-3587 #8 X 1"PH FH TEK 2,SS,SCREW FASTENAL SS ��,� ORE e 7 P-3613 CWS LBL.(LOGO) 10 11 l.•Gp°.��CENs'�GQ2.� B P-3685 CS 8400 GOLD CERT.LABEL,NFRC TAB 1 9132^li 1116" 1 9132 1116^ J• No 58201 .•�� 9 P-3752 CAP PLUG,1/2"HOLE M&M NYLON ?*: 0 P-3881 TEMPORARY LBL.(NFRC/DP) 1 P-3940 SNUBBER,SS,PVC SCREEN RAIL SIDE/BTM SCREEN RAIL TOP/SIDE %13'. STATE OF AW H-1593 !O.�'•,F 2 P-4003 TIE BAR G H-1592 DE,ROTO.HDWE. ROTO S5 ��.,(O R 1pP��• 3 P-4005 SUPPORT PLATE,LOCK,SSRROOTO HDDW ELO(Use w/P-4006 FAROTO L SS SS 35 P-4006 LOCK,MULTI-POINT,ROTO HDWE.,WHITE ROTO SS 31/8. +{ 314" 36 P-4007 ROTO.OPERATORS(FOR LEFT/RIGHT OPEN CASEMENT) ROTO SS 37 F-4009 TRACK&SLIDER ASSM.,ROTO OPER.,ROTO HDWE.,(13") ROTO SS1111s 61 38 P-4010 STUD BRKT.,ROTO OPER,L.H.,ROTO HDWE. ROTO SS 6 J— 3/32^ x 39 84012 SHIM,ROTO OPERATOR,ROTO HDWE.(4.Bmm) ROTO NYLON SASH REINF. 9/22/2017 40 P-4014 HANDLE,STD,ROTO OPER,ROTO HDWE.(WHITE) ROTO ZINC S-1505 41 P-4018 HINGES(LEFT/RIGHT FOR LEFT OR RIGHT OPEN CASEMENT) ROTO SS LUCAS A.TURNER,P.E. 42 P-4020 SUPPORT WASHER,ROTO OPER,ROTO HDWE.(SS) ROTO SS 41/2° FL PE#58201 43 P 4021 #8-32 x 3/4"Quad FH W 1/16"Lead,MS,SS,ROTO OP.,ROT FASTENAL SS �� 111s 1239 JABARA AVE. 44 P-4024 GASKET,ROTO OPER.,ROTO HDWE.,1/16" HOP p NORTH PORT,FL 34288 t/2' PH.941-380-1574 45 P-4031-P-4040 TIE-BARS,ROTO HDWE.1-5 LOCKPOINTS,SS(BY OA HGT.) ROTO SS 7/32• SHEET DESCRIPTION: 46 P-4050 REINF.COIL-ALUMINUM,5052-H32 .050 X.437),HD PRECISION STEEL ALUM 1 -3" � 1 47 P-4043 STRIKE,MULTIPOINT M&M NYLON T BOM AND EXTRUSIONS 48 P-4146 WE x 3/4"PH FLAT TE K,SS FASTENAL SS SCREW SUPPORT 49 P-4491 REINF.COIL-ALUMINUM,5052-H32(.062 X.656),HD PRECISION STEEL ALUM PVC FIN FRAME P-3113 DRAWN BY: DATE: 50 P-4641 #8 x 5/8"PH FLAT TE K.#7 HEAD,SS FASTENAL SS H-6030A ADE 05/05/07 51 1 S-1505 IREINF.CASE.SASH - KEYMARK ALUM DWG#; REV.: 52 1 9-6064 JGLZ.BD.,7/8" MIKRON PVC CWS-161 D NOTE:ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. SCALE' SHEET 2:1 4 OF 6 6"MAX.O.C.(TYP.) 1 1/2'MAX O.C.(TYP.) SEE NO E 4°MAX(TYP.) SEE NOTE 2 WINDOW SYSTEMS 6-MAX(TYP.) 4"MAX.(TYP.) 8°MAX.O.C.(l'YP.) 1900 SW 44TH AVE. 6"MAX(TYP.) 12 112°MAX O.C.(TYP.) 4"MAX.(TYP.) SEE NOTE 2 OCALA,FLORIDA 34474 6°MAX(TYP.) SEE NOTE 2 4"MAX,(TYP,) WWW.CWS.CC 6-MAX(TYP.) 6 8400 PVC MAX O.C. (TYP.) CASEMENT 10" - - - ' -- - -- -- 6'- -- - -IMPACT_- - -- MAX.O.C. -- - -- - -- - - - -- - - - - -/ - - -- - P') MAX.O.C. / -- - (TYP.) Co LLJ QZO ci _ --— - -14 3/g' -- —' ---- - --X - I -- -- - ,- -- -----Z I---LCL" w�.� --�/--- MAX O.C. w Z O Z K_-H ---- -- -- - -- ---- - ---- - - -- - - --------- -- �-\- -------- -- - - - ---- - -- -- - - - ---- -- I --- INSTALLATION - -- - -,---`-- -- ------ Z}- ZZ-�=� ¢_ W~�0 VO ZANCHOR(TYP.) 0-INSTA-LLATION QF , ZO INSTALON ANCHOR(TYP.) Z2 O LL Z---0Q ANCHOR(TYP. OW FO I- - - 0,F }=) 92 W O(nW�OJfAf- _ _ a - - _~� w W m 6 a F- R. a'THRU FRAME ANCHOR 8°THRU FRAME ANCHOR HINGE SIDE JAMB(TYP.) HINGE SIDE JAMB(TYP.) "'10u18111" ANCHORFOR UNITS UP LAYOUT 3FLANGE) AN FOR UNIHOR TS UOPUTO 37 x 63'GE) ANCHOR LAYOUT-(FIN) ANCHOR LAYOUT=.M �g4,5 PNOREw rG4ii FOR UNITS UP TO 37"x 72" FOR UNITS UP To 37"x63" .SVP°.•v\CENSE"'�y�� -i' No 58201 �9Q; 87ATE OF :�40 OTES: INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.SILL ANCHOR SPACING SAME AS HEAD. 2.SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL B CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.AN H R PE, I P CI G N E B D E T SHA L EAS PCI IE I THEE RAW NGS,SE TBE 1, H T 6. 9/22/2017 4.ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING, DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOO MUST LUCAS A.TURNER,P.E. BE PROTECTED TO PREVENT REACTION. FL PE#58201 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM 1239 JABARA AVE. SPECIFIED IN TABLE 1,SHEET 6. NORTH PORT, 34288 PH.941-380-1-1 574 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. SHEET DESCRIPTION: INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND THE SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. DRAWN BY: DATE: 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. ADE 05/05/07 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 6. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. DWG#: REv.: 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-161 D FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMAANDMA 300(E)CTERIOR DOORS) SCALE: SHEET 1:20 5 OF 6 I EMBEDMENT /J TJ/7(077f/J71TKN7•LL%� SEE TABLE 1 SUBSTRATE TYPICALHEADANCH E BYOTHERS WINDOW SYSTEMS 114"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRAT INTERIOR SEE TABLE 1 BY OTHERS 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 OCALA,FLORIDA 34474 SEE TABLE 1 1f4'MAX.SHIM WWW.CWS.CC UBSTRATE BY OTHERS �� MIN.EDGE DIST. EE TABLE 1 SEE TABLE 1 MIN.EMBEDMENT QO[� 8400 PVC ERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR U BYINSTALLER SEE TABLE 1 CASEMENT --- INSIDE AND OUT -'-- - --- _ ___ __ _ MIN.EMBEDMENT - -- - - ---- -- IMPACT ----- -- SEALANT BEHIND `�0 1/4"MAX.SHIM FLANGE BYINS TALLER o - - - - - - - zO- tq W O p_ -- - ------------- _-- - ---— __ _a___ PERIMETER SEALANT -Z W�O_¢ O W PERIMETER SEALANT BY INSTALLER—— —W—Z O-Z z U4- BY INSTALLER INSIDE AND OUTO FQ- Z~O m m INSIDE AND OUT INSTALLATION ANCHOR Q O r O¢ -- -- - - ------ ----- -- ---- --- -_ _-._SEALANT BEHIND -_- -- _-- SEE TABLE 1 d FLANGE BY INSTALLER --' -` -SEALANTBEHIND` --- --VO-- 0 U-y z-Z F- .--- ------- FIN BY INSTALLER 00=1 -m U- INTERIOR Z O Z O W O STALLATION ANCHOR B HORIZONTAL SECTION �1 HORIZONTAL SECTION } 3 W 0~O Z SEE TABLE 1 6 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE ¢Q 0 HEAD AND SILL SIMILAR FOR FIN INSTALLATIO E Q��S W g w NOTE:ADDITIONAL THRU-FRAME ANCHORS 0 J=a 0:0;m (AS SHOWN IN DET.B/6)REQ'D AT THE HING � z~ w�w SIDE JAMB,SEE SHEET 5 ANCHOR LAYOUT, a. I- D- W D- ,`��pumgrprr, T BEHIND 1/4'MAX•SHIM �%�P1,IORELy LANGE BY INSTALLER D : .......... G ENSF."�Qyy�� No 58201 714 PERIMETER SEALANT MIN.EMBEDMENT * #" BY INSTALLER SEE TABLE 1 '2 INSIDE AND OUT '9 S STATE OF ;k/: 01 SUBSTRATE BY OTHERS SS/ONA SEE TABLE 1 MIN.EDGE DIST. SEALANT UNDER SCREW SEE TABLE 1 EAD BY INSTALLER A VERTICAL SECTION 6 TYPICAL SILL ANCHORAGE X� �OA.TU 017 TABLE 1:APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN.EMBEDMENT MIN.EDGE DIST. LUCAS A.TURNER,P.E. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3116"INV TAPCON 1-1/2" 1-1/8" 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3116"[TW TAPCON 1" 2" BYINSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1^ INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C•90) 3/16"ELCO ULTRACON 1-114" 2-1/Z' 6 BOX FRAME INSTALLATION FLANGE 2XMIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2XMIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 718" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: FLANGE 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HIL71 KWIK-FLEXOR 11W FULL THREAD 7/16" UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" DWG#: REV.: 1/8"ALUM.(6063-75 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD MIN. FILLET F CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED FLANGE 7/16" INSIDEE AND OUT,,FULL PERIMETER,BY INSTALLER. CWS-161 D 118"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS scALE FIN 2XMIN.SPRUCE-PINE-FIR(G=0.42) #8 WOOD SCREW 1-1/2" 7/16" SHOWN FOR FLANGE WINDOWS. SHEET 1:2 60F6 _ I ti i I Florida Building Code Online i , I I BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC i teff BCIS Site Map Links Search Florida E� Product Approval USER:Public User Product Aooroval Menu>Application Detail i I o FL# FL15210-R ry Application Type Revision i Code Version 2017 Application Status Approved i I Comments I Archived ❑ i j ,:I i,l Product Manufacturer Plastpro Inc./Nanya Plastics C Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@ rwbidgconsu ltants.co m 1' ' Authorized Signature Vivian Wright rickw@rwbldgconsultahts.com I I I Technical Representative Scott Johnson i Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com 1 ' Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. j Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnell@plastpro.com J � Category (terror Doors Subcategory Swinging Exterior Door Assemblies I � Compliance Method Evaluation e m a Florida'Registered Architect or a Licensed Florida Professional Engineer Evaluation Report I Hardcopy Received , 1 I Florida Engineer or Architect Name who developed the Lyndon F.Schmidt, P.E. Evaluation Report i Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 ! Validated By Ryan J. King, P.E. El Validation Checklist-Hardcopy Received i 1 Certificate of3ndependence FL15210 R6 COI (a)Certificate of Independence pdf j I , Referenced Standard and Year(of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 i I i haps://flopaanwlding.org/pr/pr app_dH.aspx?param—wGEVXQwtDgv3yVVKJZ1QRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d[1/4/2 i 18 11:40:49 AM] Florida Building Code Online ASTM D635 1 1998 ASTM D638 I 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 i 1995 G 155 i 2005 TAS 201,202,203 ! I 1994 Equivalence of Product Standards I j Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Eauiv (a) Equivalency of Standards pdf Sections from the Code i Product Approval Method Method 1 Option D Date Submitted 08/13/2017 Date Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 Summa .,of Products L't o el, umtieror Name Description i. 15210.1 a. Smooth/Wood Grain/White Wood 6'8"Impact;"Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing(X'-Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R'6 II (b1'Inst 1521 0 1 pdf Approved for use outside HVHZ:Yes Verified By-.' Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created byiIndependent Third Party:Yes Design Pressure: N/A EvaluationlReports- i Other:See INST 15210.1 for Design Pressure Ratings,any FL1 521 0 R6 AE (b)'Eval 1521 0 1 pdf additional use limitations,installation instructions and product Created by!Indepemient Third Party:Yes articulars. d. 15210.2 b:Smooth/-Wood Grain/White"Wood6'8•"Impact"Opaque'Fiberglass Single Door with Sid lite or sr Grain/Rubtli /Mahogany Series O Sidelites-Inswing/Otitswing (OX or XO; OXO-Configurations) �Fiberglass'Door -� �La G Limits of Use `. Installation Instructions Approved for use`in HVHZ:Yes FIS 10 R'6 II (hVIfri t 15210.2,12df Approved for use outside HVHZ:Yes Verified By;t Lyndon;F.Schmidt, P.E.43409 Impact Resistant:Yes. Created by�Indepen'dent Third Party:Yes' Design Pressure..N/A Evalivation:Reports;f I Other:See INST 15210.2 for Design"=Pressure Ratings;-any;. FL15210 R6 AE Eval 15210 2 pdf particularsuse limitations;installation,instructions and product Created°by$IndependentThird Party-` Ih1 15210.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/6utswin6 (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLS 5210 R6 II (bj Inst i 5210 3 pdf Approved for use outside HVHZ:Yes Verified By6 Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by;Independent Third Party:Yes Design Pressure: N/A Evaluation'Reports Other:See INST 15210.3 for Design Pressure Ratings,any FL15210 R6 AE (I )'�Eval 15210 3 pdf additional use limitations, installation instructions and product Created by;Independent Third Party: Yes particulars. 15210.4 . d.Smooth/Wood Grain/White;Wood 6'8'.'Impact"Glazed`,Fiberglass Single Door Inswing/outswing Grain/Rustic/Mahogany Series 0 (X `Configuration) i _ Fiberglass-,Door 1 . his I _ https://flo dabuilding.orgtpr/pr app_dtl.aspx?p--GEVXQwtDgv3yVVK]ZIQRCFPqu8gbCgpaL%2feMd8xBvDdr)CKxpolUdA%3d%3d[1/4/2018 11:40:49 AMI 1 Florida Building Code Online ° Limits of Use Installation Instructions i y Approved for use in HVHZ:Yes FL15210 R6 II (b)1jnst 15210.4.pdf Approved for use outside HVHZ:Yes VerifiedBy: Lyndon IF Schmidt, P.E.43409 e Impact Resistant:Yes Created by Independent Third Party:Yes a s Design Pressure: N/A Evaluation Reports,,: Other:See INST 15210.4 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.4.pdf r additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. i FPy 15210.5 e. Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswing (OX or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions 1.c, Approved for use in HVHZ:Yes FL15210 R6 II (b),Inst 15210.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon,F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes # oma ¢ Design Pressure: N/A Evaluation Reports Other:See INST 15210.5 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.5.pdf additional use limitations,installation instructions and product Created by Independent Third Party.Yes # particulars. i k 15210.6 f.Smooth Wood Grain/White Wood 6'8"Impact"-Glazed,Fiberglass Double Door with or without - �0i i h < Grain/Rustic/Mahogany Series 0 Sidelites Inswing/O`utswing�(XX;OXXO-Configurations) Flberglass`Door 1 i Limits of Use Installatlon Instru°coons Approved for use in HVHZ:Yes FL15210 R6 II fbl116st 15210.6.pdf r 4 Approved for use outside HVHZ,Yes Verified Byd Lyndon F. Schmidt P.E.43409 - ' Impact Resistant:Yes Created by Independent Third Party:Yes 1 r '. Design Pressure: N/A Evaluation Reports' i Other:See INST 15210.6 for Design Pressure Ratings,any FL15210 R6 AE (b)Eval 15210.6.pdf additional use limitations, installation instructions and product Created by independent Third Party:Yes particulars.gm 14 15210.7 Smooth Wood Grain/White Wood 8'0"Impact'!Glazed Fiber lass Single Door-Outswing X- Y , 9• / P 9 9 g # Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door °. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (i),Inst 15210.7.pdf f Approved for use outside HVHZ:Yes Verified By:'Lyndonl F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports s Other: See INST 15210.7 for Design Pressure Ratings,any FL15210 R6 AE (bj Eval 15210.7.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes hn particulars. Y }K 15210.8 h. Smooth/Wood Grain/White Wood 8'0"Impact;Glazed Fiberglass Single.Door with Sid.elite or 1�Yr r Grain/Rustic/Mahogany Series O Sidelites-Outswing (OX or XO; OXO-Configurations) Fiberglass Door •Limits of Use Installation 3nstru'�i Coons j n Approved for use in HVHZ:Yes FL15210' R6 II (h)Inst 15210.R_nrl 2 = Approved for use outside HVHZ:Yes Verified By.;Lyndonj F. Schmidt,P.E.43409 Impact Resistant:Yes Created by;Indepen`dent Third Party:,Yes Design Pressure: N/A EvaluationReports Other: See INST 15210.8 for Design Pressure Ratings,any FL15210 R6 AE (b)'Eval i5210.8._df additional'use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. t 15210.9 i. Smooth/Wood Grain/White Wood 8'0"Impact"Glazed,Fiberglass Double Door with or without i Grain/Rustic/Mahogany Series O Sidelites-Outswing (XX; OXXO-Configurations) Fiberglass Door x 4 Limits of Use Installation Instructions ,, `r Approved for use in HVHZ:Yes FL15210 R6 II (b).Inst 15210.9. dmf z 1i d•Fi ti ., Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by;independent Third Party:Yes �€ rE'r Design Pressure: N/A Evaluation Reports Other:See INST 15210.9 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.9.pdf v additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. k � iEr{ k'Nx 152.10.10 j.Smooth/Wood Grain/White Wood 810"Impact"; Opaqu6 Fiberglass.Single Door Outswing (X- £ Grain/Rustic/Mahogany Series D Configuration) I' i Fiberglass Door https://floridabuilding.org(pr/pr app_dt1.aspx?param=wGEVXQwtDgv3yVVK]ZIQRCFPqu8gbCgpaL"/o2fcMd8x]3vDdrXKxpoHIdA%3d%3d[1/4/2018 11:40:49 AM] o ' Florida Building Code Online x Limits of Use Installation Instructions Approved for use in, HVHZ:Yes FL15210 R6 II (b)l Inst 15210.10.pdf Approved for use outside HVHZ:Yes Verified By:;Lyndon.F.Schmidt P.E.43409 Impact Resistant:Yes Created by Inde entlent Third Party 'Yes 5 Design Pressure:N/A Evaluation;Reports` 1 �' Other:See INST 15210.10 for Design Pressure Ratings,any FL15210 R6 AF ffN Eyal 15210.10.pdf * additional use limitations,installation instructions and product Created by+Independent Third Party:Yes particulars. I ; E a_ 15210.11 k.Smooth/Wood Grain/White Wood 8'0"Impact','Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswini or XO; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (I �Inst 15210.11.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 4 Wyk Other: See INST 15210.11 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.11.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. i { g � 15210.12 I.Smooth/Wood Grain/White Wood 8'0"Impact Opaque Fiberglass Double'Door with or without 'Grain/Rustic/Mahogany Series O Sidelites-Outswing,(-XX; OXXO-Configurations) wx Fiberglass Door ; 3 Limits of Use Installation Instructions Y Approved for use in HVHZ:Yes FL15210 R6 II (birInst 15210.12.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]Reporti Other:See INST 15210.12 for Design Pressure Ratings,any FL15210 R6 AE (8Y'iEval 15210.12pdf additional use limitations,installation instructions and product Created by!Independ'ent Third Party:Yes particulars. '? I , . t , 15210.13 M.Smooth/Wood Grain/White Wood 8'0"Impact'Opaque Fiberglass Single Door with Surface Bolts ,k Grain/Rustic/Mahogany Series 0 -Outswing (X-Configuration) Fiberglass Door ' Limits of Use Installation Instructions _ Approved for use in HVHZ:Yes FL15210 R6 II (]2)Inst 15230.13.pdf F s 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 W Other:See INST 15210.13 for Design Pressure Ratings,any FL152-10 R6 AE (b) Eval 15210 13 pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. w. 15210:14 n. Smooth/Wood Grain/White Wood 8'0 Impact"Opaque:Fiberglass Double Door with Surface Bolts Grain/Rustic/Mahogany Series 0 on Active Door panel Outswing(XX--Configuration) ;." Fiberglass Door -' Limits of Use Installation Instructions} Approved for use.in'HVHZ:Yes FL15210 R'6 II (b)'Inst 15210;14.pdf Approved for use'outside HVHZ:'Yes Verified By-. Lyndon F.Schmidt, P.E.43409 Impact Resistant:YesCreated by Independent Third Party-Yes 5 f Design.Pressure: N/A Evaluation'Rep orts� I �T Other:See INST 15210.14 for Design.Pressure Ratings,any FL15210 R'6 AE 0W!Fval 14S210.14.pdf !u k additional use limitations,installation instructions and product Created by Independent Third Party:Yes fs- particulars. 'n y ;, r 15210.15 o.Smooth/Wood Grain/White Wood 8'0"Impact'Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSER"an operational'window insert-Outswing (X- ? ,aa Fiberglass Door Configuration) r. Limits of Use Installation Instructions aif€. Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210.15.q�1f Approved for use outside HVHZ:Yes Verified By`. Lyndon F.Schmidt, P.E. 43409 Impact Resistant:Yes Created by Independent Third Party: Yes r Design Pressure: N/A Evaluation'Reports ' Other:See INST 15210.15 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.15.pdf additional use limitations,installation instructions and product Created by;Independent Third Party: Yes particulars. https://floridabuilding.org/pr/pr app_M.aspx?param=wGEVXQwtDgv3yWK]ZlQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d[1/4/2618 11:40:49 AM] i Florida Building Code Online I i 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 RE M j I Credit Card= 'i I , i j i I I i I I I Ii 1 � I I i i � I , I I I j I , , i , I i i i ' I i I � I , https://floiidabuilding.orgtpr/pr app_dtl.aspx?paramr--vGEVXQwtDgv3yWKJZIQRCFPqu8gbCgpaL°/i2feMd8xBvDdr)CKxpolUdA%3d"/o3d[1/4/2018 11:40:49 AM] I , RW R W Building Consultants' Inc. B Consulting and Engineering Services for the Budding Industry', P.O.Boz 230 Valrico;Fl.33595 Phone 813.659.91 97 f I Florida Board of Professional Engineers Certificate of Authorizati6n No.9813:,, ' I Product Evaluation Report R No. A-15'210 I, Date: A - / / Product - Category Sub Category Manufacturer roduct ame Swin m Plastpro,Inc. Smooth/Wood Grain/White Wood Grain Exterior g g 5200 W.Century Blvd. Rustic/j Mahogany Doors Exterior Door ry Assemblies Los Angeles,CA 90045 Series O Fiberglass Door Phone.440.969.9773 Inswirigloutswing-"Impact" j Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon*.Schmidt,P.E.(System ID#1998)for Plastpro Inc.,based on Rule Chapter No.61 G20-3,Method 1 D of the State of Florida�.Product Approval,Department of Business&Professional Regulation. i 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 erein. I i ifta ions. 1. This product has been !11111:111,1 i ed and is in comp Lance with he 6th di ion(20 7)Florida;Building,Code(F C)structural requirem.nt including the"High Velocity Hurricane Zone". I 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 borne debris protection this product co 'plies with FBC Sections 1609.1.2& R301.2.1.2 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&R301.2.1.2.1. j 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction. 16. Site conditions that deviate from the details of drawing FL-15210.1 require further engineering'analysis by a licensed engineer or registered architect. l 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other configurationsido not meet the water infiltration requirements for the HVHZ' and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. 8. Se dr win A-1115211 .1 or ize an de ig pr ss re imit do s. Supporting ocumen 1. Test Report No. Test Standard Testing Laborato I'�i Signed-b TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.,Inc. Lyndon F.Schmidt,P.E. TEL 01391846 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.;Inc. William Shelton,P.E. ETC-05-255-16776.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories I Joseph L.Doldan,P.E. ASTM G 26-95 ETC-06-255=17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier 2. Drawing No. Prepared by Siqned&Sealed by No.FL-15210.1 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E. 13. Calculations Prepared by Si qned&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) I ; Lyndon F.Schmidt,P.E. ,4. Quality Assurance Certificate of Participation issued by National Accreditation and Management $(;E-(f`ly/ Institute,certifying that Plastpro,Inc.is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. \ C• m �� moo" `• � �. � Adm N o ill 43409'- • I o STATE OR •=�� o�T'•eAN4 `��p:• ��® Lyndon F.Schmidt,P.E. vo��C`S• • - �� FL PE No.43409 Sheet 1 of 1 �Be�© �OA�AQ;* d�b�� 8/31/2617 S .. plastpro : T 5200 W. CENTURY BLVD. Z d to j��.•• •�`� T 0 M LOS ANGELES, CA 90045 •~' 4�;.`� J° 7.50 MAX.OVERALL_ o M m z - Smooth %-Wood Grain/ White Wood-Gram------- - -- - - - FRAMEWDTH — a Rustic Maho 2E z m Z - - - - 9 any - _ 8� 9 .o.a — a — -- - ------ -- — — ---- V 6�_ U7A a a-�--- Series Ol orglass-Door cs INSWING/OUTSWING s LL i- - --- -----�IMP- - - - - -- - - - - - z o GENERAL NOTES O z "z G Z 3 om o d This product has been evalua ed and is in comphan a wit the b h dit on(2017)Flo'd B ild ng Code (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). Z O o D J ¢O 4 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base o � u 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 LL X w 'does not require an impact resistant covering. 0 4. When used in areas outside of the"HVHT'requiring wind bome debris protection,this product u+ Y r} complies with FEC Sections 1609.1.2&R301.2.1.2 and does not require an Impact resistant covering. O p m This product meets missile level"Mand includes Wind Zone 4 as defined in ASTM E 1996 and FEC fh edos 60 .1. 2 0 .2. .2. , m w 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry N N construction. U m P„W O S 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a N licensed engineer or registered architect. Q � 7. Outswing configurations meet water infiltration requirements for"HVHT'. All other configurations do $ not meet the water infiltration requirements for the"HVHT'and must be installed only in non-habitable o 0 areas or at habitable locations protected by an overhang or canopy such that the angle between >> z g the edge of canopy or overhang to sill is less than 45 degrees. E TABLE OF CONTENTS g SHEET# DESCRIPTION SHEET# DESCRIPTION ^ o z 1 Typical Elevations,Design Pressures&General Notes 7 Horizontal&Vertical Cross Sections(Direct to Masonry) �AdX DESIGN PRESSURE(PSF) 2 Door Panel Details 8 3-point lock details CONFIGURATION fRpME onrz 02116 12 3 Horizontal&Vertical Cross Sections(2X Buck) 9 3-point lock details LIMENS ON POSITIVE, NE�ATNE scuE N.T.S. ° 4 Horizontal&Vertical Cross Sections(1X Buck) 10 Buck and frame anchoring On.BY: JK m' s 5 Horizontal&Vertical Cross Sections(Direct to Masonry) 11 Components X 37.5"x 820 +75.0 -'75.0 CHIC.BY; LFS 3 6 Vertical Cross Sections(Thresholds) 12 Bill of materials DRnwiNG NO.: See sheets 2 for hardware design pressure limitations FL-15210 1 N 0 b sHEEr 1 or 12 " a R:\men5\Nastpr6,Inc PERMANENAA-Florida Product Approvals\FL-15210 HVHZ Rbergtm-Impact Opaque and Glazed\C-Drawings\FLAS210(2017)\FL-15210.1-6.dwg,:3.1 I m fa p �O , v�z O r ?.N 1 V W a bre Ami ca I o�I "Z o.� C V N Z ® ® ®Q A x I W W AW W N m fm W yO= � Q � V A V N N N A N W N cA Zul Vtlf co o j I Va -pa i I I m N N n � I � o zto I i v o 8 I v I p I I j m a W W A A ° 3� V m I I j I r 0.15'C-SINK (TyP) I`��``V•1� 8F•�r iii 1-1/4"MIN. I ,� ;• i EMB.(iYP.) 'L•Z 43409 PRODUCT: Dxurrrenfn Prepared By. i IW —1 MFl ERGIASSRD DOOR FF INC. E.d No F.I 409 1dt �0�..1�A•��0`��` N " y 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PA OR ASSEMBLY: @mX BUILDING CONSULTANTS, INC. Ip 1A\ 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK rJ t, P.O. Box 230,VDINco, FL 33595 N N NO DATE 13Y CROSS S SECTIONS�2X BUCK) Phone No.::813.659.8197 REVISIONS FBPE CA No. 9813 2016 R.W.9DrLDrND CONSULTANTS INC. I , i ' R\OlentAPlaslpro,Inc PEPMANENT\A-Florida Product Approvals\FL--15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL--15210(2017)\Fl:15210.1-6.dwg,4.1 I I • I I I T I � i G a I I I as e !a 0-x = �o o F,3z n . 72 -5 3 an �TZ Qn. Z � FA I0 O M I A N Os T v N fN '! m,o N , V �cs �n mA n m I I M M M i 0 o , I oxn , ; �C y v i o V III i } G3 o z M I0 ..o_ n 1-IMMIN. I \\ V..•u .,r ♦' EMB.(iYP.) 1z No.43409 g Q PRODUCT. Dowmente Pmparad By.�♦ Lyn don F. Schmidt ♦ Q\\ PLASTPRO INC. N FIBERGLASS DOOR P.E. No. 43409 ♦♦i�� Or o 2: I r' I /!/IIIIl1Vt N y 2 7 24 17 UPDATE TO 8TH ED. 2017 FBC JK PART OR ASSEMBLY: (mK,Q BUILDING CONSULTANTS, INC. p fq I 3 9 15 UPDATE TO SIH ED. 2014 IC JK J V P:O. Box 230, Valrico, FL 33585 HORIZONTAL & VERTICAL IN ro NO F DATE BY CROSS SECTIONS (1X BUCK) BPNo.:�813.859.9197 E REVISIONS BPE CA No. 9813 ®201 6 R.W.BUILDING CON6ULT 8 INC. I I R:\Clents\Plastpm,Inc PERMANENT\A-Florida Product Appmals\FL-15110 HVHZ Fbergiass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)VL-1SZI0.1-6.dwg,5.1 I ' ml jNom, a.G . ao a toao P'4�; �1D o 301; 3z A 3 T V o O N I Z I I i i i 1 I0 0 en N o O�9 x V N o-•a o^ ��• N I _o A a V I 0 0 3� I co�y .0Z 3 A ° I m O I I I ' i m m A a en w 0 0 0�q T O 10 ra0a o ' 0 I ' row� V I Z m o I 1-1/4"MIN. ` I111fill,,T EM . P. I .• F;SCF/Mz ''.. Jl� `' �. 77ia� .-' N.-43409 2 o $ PRODUCT: Dxumerde Fhe red ` � 9r r PIAISTPRO INC. Lyndon F.I Sehmidt ��iiChf_• ��'•Q��` I� N P Z N FIBERGLASS DOOR P.E. No, 409 'i��_�r�,YT�� ``\� :-.I 2 ;3j 4 T7 UPDATE TO STH ED. 2017 FBC JK PART OR ASSEMBLY: ��QQ BUILDING CONSULTANTS, INC. Io x to 1 15 UPDATE TO 5TH ED. 2014 FBC JK t/L P.O. Box 230,Valrleo, FL 33685 N ro NO DATE BY SE TIONSAtDIRECTT VERT MAAL SONRY) No.;813.659.9197 REVISIONS FSPE CA No. 9813 201 6 R.W.eurLorNo CONSULTANTS INC. � � I MCIlents\Plastpro,Inc PEMIANWAA-Ronda Product ApplwalAFL-15210 HVHZ Rberglass-Impact Opaque and Glazed\C-Drawings\FL-Ml0(]Di»\FL-MI0.1.6.dwg,6.1 . i I i I o.� > M �• yOA � e 0 o A N ca Z I od o A A CD O A i I � I I I � I m i � p m • aN ! A Yn r � . 0 m y o m n I M M 1-1/4°MIN. °or F.W.(1YP.) , I .a I 7 M I C ' a.° CID m 22 go v or'' C" . O CH No.43W9 T '2 PRODUCT: 000u -t.Proparod 9y: .� r o PLASTPRO INC. Lyndon F.11 chmidt ��'i�l�.q••� �fl�' •��`` I� I z N FIBERGLASS DOOR P.E No. 43409 P 0�� (n Z I I ff 1111111 T N ' r y rn 2 7 24 17 UPDATE TD 6TH ED. 2017 FEC JK PART OR ASSEMBLY: (,� BUILDING CONSULTANTS, INC. Ip VJ 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK r/LQJ/�/�P.O. Boz 230, ValNeo• FL 33595 ^1 N NO DATE SECTIONS TF1RESHOLDS) Phone No..-1813.659.9197 REVISIONS FBPE C.A. No. 9813 ®201 6 R.W.EI UIIDIND CDN.ULT-IND. I ME MAX. MAX. `�� •' '� �mS 1.25' E 47 MIN. E MIN. MAX. �' z° �iY• ••. `` F N'- i M i —. _ __ _ _ _---_ _ —_ _., iia.^ •u ___ ___ _ _ ______ _. __ _____ __ _ _ _ _ _ _ __ _ _..�, _f Vii„ —_ — ____—_ _ —___—__ _-- _V_Nm C C �- O -- - — ---- Q�. pg ug -5 0 o a D N 7< b �^ YV O E oz 1 14 - -- -- - --- - - ---- -- -- -- - - -- EXTERIOR-- - INTERIOR- - -- - - - - - -.. -- EXTERIOR INTERIOR C 5 VERflCAL CROSS SECTION 6 VERTICAL CROSS SECTION o_ CN Shown Direct to Mason 7 Shown Direct fo Maso �o 7 Outswingonlyw/4.9/16�jamb Outswingonlyw/6-911&'Jamb oQ �R is m W o p 6 is am =I 0 u a a C 1 I C C Cfe Fa »83 U U INTERIOR JIN N N 40 40 INTERIOR :,..a >y e M v d M N 1/4"MIN. �' >> u z EMB. - E ° EXTERIOR E E EXTERIOR E w^Z 1-1/4"MIN. 1-1/4"MIN. M 1-1/4"MIN. wh02 16 12 i EMB.(TYP.) EMB.(TYP.) EMB.(TYP.J N.T.S. 0 ssma 3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION +•�! JK m' s" 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 7 Shown Direct to Mason 7 Shown Direct to�@ Masonry 1 CHK.13Y.r: LFS Outswing only w/6-9/16' 3 7 Shown D'uect to Mason ry' 7 Shown Direct to Masonry Outswing only w/6-9/16'Jamb ow�wiHo Hoy Outswingonlyw/49/16'jamb Outswingonlyw/49/16'jamb " _ FL-15210.1 0 n w SHEET_L OF 12 � O z I R10rents\Plastm,Inc PERMANENTV,-flaida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and GlazedkC-DmMngs\R-15210(2017)\FL-15210.1-6.dwg,8.1 � I I I � OVERALL HEIGHT rn HANDLE HEIGHT � I O G) s doeB� m G7 ' I A I 10.04" 3 b El � N , y ' 4.63' N 'o f~3.63° lite i C O o O O I � o qk s S v I a0 ' mo b � 5 m ~ n m = 1 jg 8.8T� � I ® c y i 0 co co 0A co x! c c m m O� m. m mm z ?oma ?oma � ; stn i I I I 3.61"- I w 15° I 43.09" � IG No.43409 � ">3 4 PRODUCT. Document. I� Cn N i40 BSODOPdF. 5t yI FlERGLASOR ENo 43 9 r rJ y a� 2" 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: (,� BUILDING CONSULTANTS, INC. Io x 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK rJL��/P.O. Box 230, Valrico, FL 33595 N ro NO DATE BY 3-POINT LOCK DETAILS Y4 phone No.:!813.659.9197 REVISIONS FBPE CA No. 9813 0 2012 R.W.BUILDING CaN91JI T S INC. I I R:\Olents\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-15210.1.6.dwg,?A • I w I i I I i I 1 ' I I I r I I o I' c I n z Fc ' Mai r a I N N I � ' I I I ' I i f I I I I A Zo M 3 G) i I Col. rn p V I I I I ' r I I I 24.25 23.a' No.43409 Q PRODUCT: Doeumnnt,PreDored W. . P1hS7PR0 INC. Lyndon F.I Sehmldt I �� OI••'••�� N FlBERGLASS DOOR P.E. No. 43409 /QNA� \� i� �� o N ? I ll111111111�� .y 2 7 24 dE.PDATE 6TH ED. 2017 FBC X PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 3 9 15TH ED. 2014 F8C UK 3-POINT LOCK DETAILS P'0. Box 230, Valrico, FL 33595 Iv NO DATE BY Phone No.:j 813.959.9197 REVISIONS FBPE CA No. 9813 U 2013 R.W.BUILD-riaN9ULTANTB INC. i I I DIRECT TO MASONRY JAMB(TYP.) ��,tt 4.. 49/16"JAMB P (SEE SHEET 7) $%% . ........... (TYP-) .a; FT n , C1• IA; d " �V•�• z Q;i`p`� caro z •_j j •'•..•• ..•• � at"t' Z SEEHIN E L- 2X BUCK p P.)TYP.HEAD DETAIL - - - a X z 8,JAMBS o G 1 X BUCK fi\ °c w 9 00 -- MAS —-D=DIRECT-TO u_ - —_— --—4---� rl—m-a.a.�mi — —---- MASONRY—— — -------- - �—- - ONRY --- -- MASONRY -- — " s w OPENING OPENING TYP.HEAD o s &JAMBS a F FRAME _ z 0 UO Zo Z 2X BUCK 4-9116-JAMB M _ ~ 2X BUCK ^ 9/16"JAMB N �` m a DIRECT TO m MASONRY a� � — JAMB(TYP.) �I o x (SEE SHEET 7) o co z a m a a ADA SILL le,�� ( ONLY Q n v BUCK ANCHORING STRIKE JAMB FRAME ANCHORING HINGE JAMB B E, o Masonry construction Ln �o m CONCREfEANCHOR NOTES: t.concrete anchortocotlons at the comers maybe adjusted to maintain the mtn. DIRECT TO DIRECT TO o 0 DIRECT TO MASONRY M edge distance to modarjoints. M MASONRY M Li 2.Concrete anchorlocationsnoted as MAX.ON CENTER'must be adjusted to MASONRY z malntoln the Mn.edge distance to modarjalnts,adolvonal concrete anchors 28 1 X BUCK G ^^ m maybe requited to ensure the MAX ON CENTER"dlmenslon are not exceeded G 1X BUCK 9 1X BUCK G w 3 Concrete anchor table 2X BUCK L 9 N o+¢ f gNCHOR ANCHOR .... MIN CLEARANCE MIN:CLEARANCE 2X BUCK 58 58 2X BUCK 2X BUCK L n"r -.SIZE EMLiE'DMEMiTO¢1ASONRY TO ADJAGENf;.: 11 F� z EDGE': .ANcHok.. 1X BUCK 11 DIRECT TO 11 w z o M MASONRY 11 11 DATE 02 16 12 zo EL o DIRECTTO 11 ❑ W.,". N.T.S. ° a ULT C N 1/4" t-t/4" t" 4" MASONRY G 1XBUCK Dwc.se JK m s a AS x tar 27 58 2X BUCK Dwc ar: LFS 3 e TAPCON 'y�g• t,WOOD SCREW INSTALLATION NOTES: Dw�FL 15 Matntaln a minimum 5/EY edge distance,I-end distance,a I^o.c.spacing of LATCH R DEAD80Li DETAIL HINDETAIL HINGE FL-15210.1 0 wood screws to prevent the splitting of wood. Inswing 9 SHEET10 DF 12 N O d 4.56" 4.6 Q�. 7' 456"� R :�r• •L•`�% ro 7 c on n fn .. 'moi~ z * •O a.com;ro U) - l^ _ - - - --- - ---- -- 1" Imo-2:44"—�1�-2:13 - - Is* tt�tt z o m o OIOWING THRESHOLD O OUiSWING THRESHOLD POLY FIBER JAMB a E z NZ w DLP(QOSR) Columbia High Dam(581)-- -- - -_- - -Plasfpro - - - - - - \-` - `u - _p o - — -- -- ------ -- — V- a H 9-.a—Masa L�l 0z° H 4.68" 4.56" - -- -- - --- - - R o Q WING IMHOID OUTSWING THRFSHOLD 32 DLP(QOSH) 31 Columbia(575) 2 WOOD JAMB o a� YJ cs =I z 0 c 'v n .11 5.62 5.63" o". 2.088" �— !2Is T TO J . 0.52" f T N N N N OUTSWING THRESHOLD INSWING THRESHOLD WEAiHERSiRIP DOOR BOTTOM SWEEP B o Endura(Z-Ser<es) Columbia [n ura FOtCO 5 Ln 5.625' 4.56" z m w � i- N N^Z U DATE 02 16 12 i SCAM. N.T.S. INSWING THRESHOLD 37 INSWING THRESHOLD 29 ADA THRESHOLD DWG.Br. JK m' s" 36 Endura(Zsedesj DLP(ISCS) DtP cRK uyk LFS 3 6 DRAWMD WD-- S FL-15210.1 N sH¢r 71 ov 12 O" d BILL OF MATERIALS •• •<<1►��U in lIG79 DESCRPflON MATERIAL A I BUCK SG>=0.55 WOOD * Z N:� B 2X BUCK SG>=0.55 WOOD %V' fro C 1/4"MAX.SHIM SPACE '�,� •" I >>0 co 1/4"X2.3/4"PFHELCO OR[TW CONCRETE SCREW STEEL o N_10 0 - E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE — .. -- -- --- -- - - 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 `a v -z o Z v G- - 3/ 16''x3-1/4"PFH ITW CONCRETE SCREW - - - - STEEL _ �-R ,g, 9 m o a - ——I—-1/4"X"1-3/4"PFH ELCO OR-ITW-CONCRETE SCREW --STEEL --= -- - ---_----- - --�� -='m-a a — J 114'X 3-3/4"PFH ELCO OR(TW CONCRETE SCREW STEEL ; s K 114'X 2-1/4"TTW CONCRETE SCREW STEEL oc Z L-__ #_10 X 2-1/2"PFH WOOD SCREW_(1.15'MIN.EMBEDMENT) STEEL 9'J M 3116'X 2-1/4"ITW CONCRETE SCREW STEEL F N 3/16"X 2-3/4"[TW CONCRETE SCREW STEEL 0 P 114'X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 1 POLY FIBER JAMB COMP./VINYL �$ s d 2 FINGER JOINTED PINE FRAME WOOD go 7 WEATHERSTRIP FOAM o e 8 DOOR BOTTOM SWEEP VINYL 9 4'X 4'BUTT HINGE STEEL 11 #9 X 3/4"PFH WOOD SCREW STEEL e� m 22 3 POINT'TONGUE'MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL �I o 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL O CL 27 LATCH STRIKE PLATE STEEL m 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL 29 ADATHRESHOLD ALUM In 30 OUTSWING THRESHOLD ALUM/WOOD 31 OUTSWING THRESHOLD ALUM/WOOD 32 OUTSWING THRESHOLD ALUM/WOOD N N 33 OUTSWING THRESHOLD ALUM/COMP 6 B o 34 OUTSWING THRESHOLD ALUM/WOODLn 21 36 INSWING THRESHOLD ALUM/COMP ' d 37 INSWING THRESHOLD ALUM/WOOD .2 p- 38 38 INSWINGTHRESHOLD ALUM/COMP w 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS a tt 55 #10 X 1-1/7'PFH SCREW STEEL 57 BACKING PLATE STEEL 58 #8 X 7'PFH WS STEEL N O16 60 1 MULTIPOINT STRIKE PLATE STEEL N n 0 m • Z 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL Fah:02 16 12 °z sem: N.T.S.. 9 Owc. By.. JK M, s CHK W. LFS 3 FRAWMF NO.- FL-15210.1 " b SHEr 12 OF 12 " a a Florida Building Code Online Page 1 of 4 •, I - ; i Ilei�ioiiLJii71r'iiiiidii� •: .. , BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FB i Staff 1165 Site Map Links ! Search Florida Product Approval USER:Public User , Product Anproval Menu>Product or Application Search>Application List>Application Detail i FL# FL 57 1-R Application Type Revision Code Version 2017 Application Status Approved Comments I I Archived ❑ I ' Product Manufacturer Soft-Lite LLC Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-1136 P ngan@soft-lite.c m I I Authorized Signature Vivian Wright rickw@rwbldgconsultants.com I I Technical Representative I Address/Phone/Email Quality Assurance Representative Address/Phone/Email I , Category Windo s Subcategory Ho' ontal lid r i I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy R I ceived Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity Farabaugh Engineering and Testing,Inc Quality Assurance Contract Expiration Date 12/31/2018 j Validated By Ryan J.King,P.E. ® Validation Checklist-Hardcopy Received; I Certificate of Independence FL15781 R7 COI (a)Certificate of Indeoendence.odf I I Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S.2/A440 2011 AAMA/WDMA/CSA101/I.S.2/A440 2008 ASTM E1300 i 2004 ASTM E1886 2005 ASTM E1996 ; 2006 ASTM E1996 I 2009 TAS 201,202,203 I 1994 I Equivalence of Product Standards Certified By II I Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDq 3'elSAlnEOW... 1/3/2018 Florida Building Code Online Page 2 of 4 I ' i Product Approval Method Method 1 Option D I Date Submitted 10/07/2017 Date Validated 10/10/2017 i Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description ' 15781.1 a."Imperial LS DSI-12"Double Extruded PVC Double Horizontal Slitling Window-(XX C Slider Window Configuration) I Limits of Use Installation Instructions i Approved for use in HVHZ:No FLI5781 R7 Wig)Inst!15781.1.0f Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409 i Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.1 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.8-.Ddf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. i 15781.2 b."Imperial LS TSI-12"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 III(a)Inst 11'5781.2.odf 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 I' Other:See INST 15781.2 for Design Pressure Ratings,any FL15781 R7 AE (a)Eva1,15781.2.0f additional use limitations,installation Instructions and Created by Independent Third Party:Yes product particulars. 15781.3 c."5300 DSL53(G5352)"Double Extruded PVC Double Horizontal Sliding Window-(XX Slider Window Configuration) I ' Limits of Use Installation Instructions' I Approved for use in HVHZ:No FL15781 R7 II; (a)Inst!15781.3.odf 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 15781.3 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.3.Ddf additional use limitations,installation instructions and Created by Independent'Third Party:Yes product particulars. 15781.4 d."5300 DSL53(G5352)"Double Extruded PVC Double Ho Iizontal Sliding Window-(XX Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Inst!15781.4.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 15781.4 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.4.13df additional use limitations,installation instructions and Created by IndependentiThird Party:Yes product particulars. 15781.5e. 5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO Slider Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)Instl.15781.5 lodf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,NE.43409 Impact Resistant:No Created by IndependentiThird Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.5 for Design Pressure Ratings,any FL15781 R7 AE (a)Eva 15781.5.Ddf additional use limitations,installation instructions and Created by Independent!Third Party:Yes product particulars. 15781.6 f."5400 SSL54(G5402)"Single Extruded PVC Single Horizontal Sliding Window-(OX or XO Slider Window Configuration) : Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15781 R7 II (a)Inst!15781.6.'Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P:E.43409 Impact Resistant:Yes Created by Independent!Third Party:Yes i I ` i https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDq i elSA1nEOW... 1/3/2018 Florida Building Code Online Page 3 of 4 II Design Pressure:N/A Evaluation Reports Other:See INST 15781.6 for Design Pressure Ratings,any FL15781 R7 AE (a)Evali 15781.6.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.7 g."5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II'(a)Inst i5781.7.6df 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 15781.7 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.7:odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. i 15781.8 h."5400 TSLF54"Triple Slider Extruded PVC Triple Horizontal Sliding Window-(XOX Window Configuration) I 1 Limits of Use Installation Instruction's Approved for use in HVHZ:Yes FL15781 R7 II'(a)Inst 15781.8.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 15781.8 for Design Pressure Ratings,any FLIS781 R7 AE (a)Eval 15781.8.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. i 15781.9 1.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,Missile "SSL30I" Level"C"Excludes Wind Zone 3 and 4(XO or OX Configurations) i Limits of Use Installation Instruction's I Approved for use in HVHZ:No FL15781 R7 II'(a)Inst 115781.9.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 I Other:See INST 15781.9 for Design Pressure Ratings,any FL15781 R7 AE (a)Eval 15781.9.1)df additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.10 j.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Impact"Window,Missile "SSL30I" Level"D"Includes Wind Zone 4(XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FLIS781 R7 III (a)Inst115781.10.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,PX.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.10 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.10.1)df any additional use limitations,installation instructions and Created by IndependentlThird Party:Yes Canya is 1 rn " arcelona"Model Extruded P C Horizontal tiding"Impact"Window,High Velocity Hurricane Zone Large Missile(XO or OX Configurations) I ' f Use Installation Instructions ed for use in HVHZ:Yes FLIS781 R7 I11 (a)Insti:LS781.11.ndf ed for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P!E.43409 t Resistant:Yes Created by Independent'Third Party:Yes Pressure:N/A Evaluation Reports See INST 15781.11 for Design Pressure Ratings, FLIS781 R7 AE (a)EvaI 15781.11.odf itional use limitations,installation instructions and Created by Independent Third Party:a culars ' h� i 15781.12 enes"Barcelona" VC Model Extruded PTriple Horiiontal Sliding"Impact"Window, TSL30I" Missile Level"C"Excludes Wind Zone 3 and 4(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3lConfigurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 II (a)InstI15781.12.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 Il Other.See INST 15781.12 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.12.odf any additional use limitations,installation instructions and Created by Independent!Third Party:Yes product particulars. 15781.13 m.Series"Barcelona"Model Extruded PVC Triple Horiiontal Sliding"Impact"Window, "TSL30I" Missile Level"D"Excludes Wind Zdne 4(XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt3elSAh1EOW... 1/3/2018 � I Florida Building Code Online Page 4 of 4 i I, I Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 III(a)Inst]5781.13: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 1 Other:See INST 15781.13 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.13.9df any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. I 15781.14 n.Series"Barcelona"Model Extruded PVC Triple Horizontal Sliding"Impact"Window, "TSL30I" High Velocity Hurricane Zone Large Missile(XOX 1/4-1/2-1/4 and,XOX 1/311/3-1/3 Configurations) Limits of Use Installation Instructions' Approved for use in HVHZ:Yes FL15781 R7 II (a)Inst 15781.14i.Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created by Independent i hird Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.14 for Design Pressure Ratings, FL15781 R7 AE (b)Eval 15781.114.Ddf any additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15781.15 o.Series"Barcelona"Model Extruded PVC Horizontal Sliding"Non-Impact"Window(XX "DSL30" Configuration) I' Limits of Use Installation Instructions' Approved for use in HVHZ:No FL15781 R7 II'(a)Inst i7.5781.15.Ddf 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 ReportsI Other:See INST 15781.15 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781j5.Ddf any additional use limitations,installation instructions and Created by Independent Third Party,Yes product particulars. 15781.16 p.Series"Barcelona Model Extruded PVC Triple Horizontal Sliding"Non-Impact"Window "TSL30" (XOX 1/4-1/2-1/4 and XOX 1/3-1/3-1/3 Configurations) Limits of Use Installation Instructions Approved for use in HVHZ:No FL15781 R7 III (a)InstI15781.16.odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,PIE.43409 Impact Resistant:No Created by IndependentlThird Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15781.16 for Design Pressure Ratings, FL15781 R7 AE (a)Eval 15781.16.odf any additional use limitations,installation instructions and Created by Independent,Third Party:Yes product particulars. I' Back Next I i I I I Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850.487-1824 The State of Florida is an AA/EEO employer.Copvriaht 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 thelpublic.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: � _ I Credit Card. Safe i I ' i 4 i I 1 i I ' i I I ' i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vvGEVXQ;wtDgt3e 1 SA1nEOW... 1/3/2018 I ' I I I R W R W Building Consultants,1Inc. B Consulting and Engineering Services,for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659:9197 Florida Board of Professional Engineers Certificate of Authorization No.9813 ; Product Emlitation Report Report No.: FL-15781.11 Pate: Augiist29,2017 Product Sub Category. Manufacturer ''Product Name Category So%Lite LLC "BARCELONA" Windows Horizontal Slider 10250 Philipp Parkway ''Model"SSL301" Streetsboro,OH 44241 ,Sliding Window (330)528-3400 "Impact" _. Scope: This is a Product Evaluation report issued by R W BuildingConsultants,.Inc.and LyndonSchmidt',P.E.(System ID#1998) for Soft-Lite LLC.based on Rule Chapter No.61 G20-3,Method 1 D of the Statelof Florida;=Approval,Department of Business&Professional Regulation. I I RW Building Consultants•and Lyndon F:Schmidt,P.E.donot have nor will acquire financial interest in the company manufacturing or distributing the productor in any other entity involved in the approval process sof the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition 2�7) o da uildi g ode(F C)structural requireme s including the"High Velocity Hurricane Zone". I 2: Product anchors shall be as listed and-spaced as shown on details.Anchor embedment to material shall be beyond wall dressing or stucco. i 3. When used in the"HVHZ",this product complies with Section 1626 of the FBC and does not require'an impact resistant covering:. 4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x Muck masonry construction. 5. Site conditions that deviate from the details of drawing FL-15781.11 require further engineering analysis by a licensed engineer or registered architect: I , 6. See drawing FL-15781.11 for size and design pressure limitations. 7 This'plodqctripet th w terflifiltratiQnre uir ments,for"HVHZ . Suppo ing ocuments: 1 Test Report No. Test Standard Testing Laboratory Signed by TEL 03001.826 TAS 201,202&203-94 Testing Evaluation Lab, Inc. :Lyndon F.Schmidt, P.E. TEL 0300.1829 TAS 201,202&.203-94 Testing Evaluation Lali,Inc. I Lyndon F.Schmidt,P.E. TEL 03001832 TAS 201,202&203-94 Testing Evaluation La ,Inc. I Lyndon F.Schmidt,P.E. TEL 03001870 TAS 201„202&203.94Testing Evaluation L i b,Inc. Lyndon F.Schmidt,P.E. 2. Miami Dade NOA Materials Testing 1 15-1201.11 Saflex®PVB Interlayer(Eastman Chemical Company) j 15-0528.13 PVC Extrusions(Vision Extrusions Ltd.) 3. Drawing No. Prepared by I ;Signed&Sealed by No.FL-15781.11 RW Building Consultants, Inc.(CA#9813) iLyndon F.Schmidt,P.E. 4. Calculations Prepared by IS! uned&Sealed by Anchoring RWBuilding Consultants, Inc.(CA.#9893) Lyndon F.Schmidt;P.E. ASTM E1:300 Glass Load Lyndon F.Schmidt,P.E. goo®®a�6S eel!iF 5. Quality Assurance ®00°N Certificate of Participation issued by Farabaugh Engineering and Testing,Inc,certifying that Soft-Lite LLC is manufacturing products a° No 43409 within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. �•'D o P 9: T,E OF o<±t W ® STA 0 9�CIe® Lyndon F.Schmidt,P.E. As I 4 p'R t FL PE No.43409 °� `,� ! 8/29/2017 Sheet 1 of 1 opQo/0�A' I j • I I ONJ ��ll1C�OWS ^N�ti � I Bringing quality t0 light. SEE CHART FOR FRAME SIZES // .PI\ Z -- - om- - - - -- - _ - 10250 Philipp Parkway - - - - - - - ---- - --a o r ---- - - ------ - -- - -- — - -- - - ---- ---- - -- - ----- -- -- - - 11 111 Cq Z Streetsboro,Ohio 44241 �_ - - - - - (� $ v z oz° ll� Ern 9mo� °n s cW "BARCELONA" — -- — -- -a-4p—m.aaWC; --- ". E oZ A 27M SLIDING WINDOW 1c 'IMPACT' o Z rr XAd O 3 r F s Ll GENERAL NOTES w �Ivoi o � 1. This product has been evaluated and is in compliance with the 6th Edition(2017) / N Florida Building Code(FBC)structural requirements including the"High Velocity h o_ Hurricane Zone"(HVHZ). / m e 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. i 3. When used in the"HVHT this product complies with Section 1626 of the FBC and does not require an impact resistant covering. o g o4. For 2x stud framing construction,anchoring of these units shall be the same as that U shown for 2x buck masonry construction. LU e 5. Site conditions that deviate from the details of this drawing require further 3 engineering analysis by a licensed engineer or registered architect. a:? MAX MAX G[ASS DESIGN PRESSURE(PSS '. 6. This product meets the water infiltration requirements for the"HVHT'. FRAME DLO - ♦a' z DIMENSION DIMENSION i TYPE POSmVE 'NEGATIVE, ^o TABLE OF CONTENTS < 73.0"X 63.0"* 31.437"x 54.375' GI +55.0 -60.0 z g SHEET# DESCRIPTION 1 Typical elevations,design pressures and general notes 73.0"X 56.0" 31.437"X 47.375" G1 +55.0 -60.0 °A� 4126117 scat£: N.T.S. 2 Horizontal cross sections 3 Vertical cross sections 73.0"X48.0" 31.437"x 39.375" Gi +60.0 -65.0 M.er: m 4 Buck and frame anchoring cHw er LFS 3 DrUWMO NO- N 5 Components *Re*Requires external stile reinforcement Item#17 FL-15781.1 1 a 6 Bill of materials and glazing detail q ( ) a SHFEr 1 OF 6 Q v © = © IAF O J III I�f T�[� �J Us I ' IIS i m St.'s m - OPIO I ��= h ► i nil o---t=:' m � - m .,.� � • o Wil- � o • NRs a :Z- W 10A.a> Z �7 Z-I °um T(TYP•) SASH 4° �''i�'� ......• '````�.`��` H a ,UYIP. - - - - RYP.) -- - -- — -a'fnP•1 - - )ri -- - - ��r►n ns� z o m` - - Cz :.: -- - - ' - - - - II- - ------ - -- ---- - - = - -- - --II --- - - - Sd -2X BUCK -f------- - --- --- BUCK II TYP. BUCK II DIRECTO G II FRAME—"" II MASONRY H y o .�+ MASONRY II MASONRY II �P•) o z OPENING OPENING II w J I o II o y m E 0 BUCK ANCHORING FRAME ANCHORING a z Is o 0 ti CONCRETE ANCHOR NOTES: 1.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarJoints. LU LU 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to in maintain the min.edge distance to mortar joints,additional concrete anchors i � maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. � 8 ti 3 Concrete anchor table MIN CLEARANCE MIN CLEARANCE N¢ F ANCHOR' ANCHOR MIN m TYPE SIZE.- maybe TO MASONRY TO ADJACEM ^z .........:.....:::::.EDGE:c 042617 z Y.O. ..:.::....:.::.I.::.::...:•. TAPCON® 1/4" 1.1/4" 2" 4" sr ic, N.T.S. ° ELCO ® DWO.BY.4LTRAC ON1/4" TBr LFS 3 WOOD SCREW INSTALLATROTTWOTEM OWING NO.: Ix c 1.Maintain a minimum 518.edge distance,1"end distance,&1"o.c.spacing of n FL-157 wood screws to prevent the splitting of wood. ° SHEEP 4 OFF 11 6 N c' RNClients\Soft-Ute Pemanent\A-Florida Product Approvals\FL-15781 Horizontal Sliders\C-DrawlingAFL-15781 6TH ED(2017ffL-15781.9-1tcl.g,53 O in ZC ZI: Ell Go 0.061- 1.OT z1 i C? 0.57" j 1.07" 0.51 L C> T- y 287"n I TF 0.". 5) 1.96" b, 01 0.86" T;n 0.062' E —0.31, n' C. 0.091" It I M: m cq ;q I 0.73V o im" 1.05. 0.627' 0.386' rn 62-11 0.0w 06Y 10.0 A 0D CD 0 O 0.08gr O 1.05"--4 I.S. 0.124' 0.41 0.627" a, I G) 0 cl. 0.05" p 4DUO-OT n n 0 t, C v 0.133" Co > O.7S' No.4343109 No.4 0. L A Z7 T � aFxPRODUCT; Documents Pmpored No. By.-j";,v, Iswm� SOFT—LITE WINDOWS Lyndon F.j�h.-Tdt P.E. NY PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. 0) REVISE GLAZING DETAIL R.O. Box 230. VaIrico, FL 33595 [NO. COMPONENTS DATE BY Phone No.: 813.659.9197 REVISIONS I FSPE CA No. 9813 02017 R.W.BUILDING CONSULT^NtB I... lill BILL OF MATERIALS ```````;;::* " REM i MATERIALQ WOOD � •• i A 1XBUCKSG>=0.55 ` _ B 2X BUCK SG>=0.55WOOD =V E' * g5 Z C 1/4"MAX.SHIM SPACE D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ''i � �� -o m ro - E- 301-OR HOLLOW BLO K CONF RSONRY-3,000 PSI MIN.CONCRETE NG TO ASTMICG0T0 ACI----CONCRETE- -- - --- - - -- - -- - -- - - -- - - - '��f ��, o z _ F #8-15 X 2-1/2'TRUSS HEAD SMS(1-3/8"MIN.EMBEDMENT) STEEL - - G 114'X 3-1/4"HWH ELCO OR IiW CONCRETE SCREW STEEL ; e E z 8 o c0i _1/4"X 2 3/4"HWH ELCO OR ITW-CONCRETE SCREW STEEL__. - "`u� _ `o a = - U g J #10-16 X 2-1/2'PFH TEK SS S5 - - — - a- 9 -'m a a 1 FRAME' PVC 'Z 2 HS FIXED PANEL SPACER' PVC E a� - --g-- WEEP HOLE COVER*-- --- -- --- ---- -- --PVC--- 4 DSL FRAME FILLER* PVC 5 DSL HANDLE SASH* PVC 6 KEEPER RAIL* PVC m -� 7 LOCK RAIL' PVC o a� 5/8"GLASS BITE 7/8"THICK o 0 0 8 DSL MAIN SASH• PVC z w 1/8"ANNEALED 9 1 GLAZING BEAD' PVC 0 ? c 10 DSL COVERPVC '� 0.090"SAFLIX PVB INTERLAYER o 11 ANTILIFTTRACK• PVC Q Jo 12 ROLLER SILL TRACK ALUM. � 13 REINFORCEMENT(6065-TSALUM) ALUM. 1/e°ANNEALED oly o m 14 REINFORCEMENT(6065-T5 ALUM) ALUM. G 15 REINFORCEMENT(6065-T5 ALUM) ALUM. AIR SPACE a a 16 RHNFORCEMENT(6065-TS ALUM) ALUM. 1/e"ANNEALEDORTEMPERED* �m 0 17 REINFORCEMENT 16065-T5 ALUM) ALUM. 18 SPACER DOW 2400 SAS _ GLALNG DETAIL 19 ROLLER ASSM. GT STEEL INTERCEPT SPACER 20 LOCK - 21 LOCK KEEPER - a rn 22 #7 X 3/4"PFH TEK(LOCK) SS * 0 0 = NOTE:TEMPERED G UIRED IN THE"HVHT'FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. rn 23 PVC COVER FOR HS REINFORCING BAR(Item#17) PVC z 26 #8 X 1"PPH TEK(KEEPER) SS o 27 #10-16 X 1-1/2"PFH TEK SS SS 28 WEATHERSTRIP(187-270 TRI-FIN) _ Lu •THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BYIt ° z EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". ^ z Li N O F .o O o Z U 3 DArE 4126117 _Z c SCALE N.T.S. 5 M.BY: JK m g CHK.e:r. LFS 3 DRAWING NO, � FL-15781.11 0 c SHEEP_jL OF__L N O d Florida Building Code Online Page 1 of 3 BQS Home Log In User Registration Hot Topic Submit Surcharge Stats&Facts Publications FIB Staff SCIS Site Map I links Search _ ■ Product Approval USER:Public User 0,, od , Product Approval Menu>Pmduct or Application Search>Application List>Application Detail I ' FL# F 5 0- 7 Application Type Revision Code Version 2017 Application Statuspp roved I i , Comments Archived I � Product Manufacturer Soft-Lite LLC ! Address/Phone/Email 10250 Philipp Parkway Streetsboro,OH 44241 (330)528-1136 Plan an@ oft-I'te.c in I I Authorized Signature Vivian Wright rickw@rwbldgconsultantszom i Technical Representative Address/Phone/Email Quality Assurance Representative f Address/Phone/Email I � Category Windows Subcategory ouble H ng I Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I . C1 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 Farabaugh Engineering and Testing,,Inc I Quality Assurance Contract Expiration Date 12/31/2018 i I Validated By Ryan J.King,P.E. C1i Validation Checklist-Hardcopy Received Certificate of Independence FL15780 R7 COI (a)Certificate of Indeoendence.odf i Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA101/I.S�2/A440 I 2008 AAMA/WDMA/CSA101/I.S'.2/A440. ! 2011 AAMA/W DMA/CSA101/I.S!2/A440 2005 ASTM E1886 2005 ASTM E1996 2006 ASTM E1996 2009 TAS 201,202,203 1994 I � Equivalence of Product Standards Certified By i Sections from the Code I I https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgt3e1SA1nEOW... 1/3/2018 . � I Florida Building Code Online I Page 2 of 3 i 1 I Product Approval Method Method 1 Option D I I Date Submitted 10/07/2017 Date Validated 10/11/2017 1 Date Pending FBC Approval 10/17/2017 Date Approved 12/12/2017 I Summary of Products I FL# Model,Number or Name Description 15780.1 a."Imperial LS DH12"Double Hung Extruded PVC Double Hung'Window-(X/X Configuration) Window !'•,' i Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Instl:15780.1:odf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,NE.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation.Reports 1'' 1 Other:See INST 15780.1 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.1.odf additional use limitations,installation instructions and Created by IndependentlThird Party:Yes product particulars. f 15780.2 b."5400 DH54(G5405)"Double Extruded PVC Double Hung;Window-(X/X Configuration) Hung Window II r I Limits of Use Installation Instructions I Approved for use in HVHZ:No FL15780 R7 II (a)Instl15780.2:odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,PIE.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.2 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.2.1)df additional use limitations,installation instructions and Created by Independent'Third Party:Yes product particulars. 15780.3 c."5400 DH54(G5405)"Double Extruded PVC Di uble Hung,Window-(X/X Configuration) Hung Window I I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R7 II (a)Instill 5780.3�Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,PIE.43409 Impact Resistant:Yes Created by IndependentIThird Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.3 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.3.odf additional use limitations,installation instructions and Created by Independent Third Party:Yes product particulars. 15780.4 d."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window i I Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst115780.4.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,PIE.43409 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.4 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval 15780.4.Ddf additional use limitations,installation instructions and Created by IndependentjThird Parity:Yes product particulars. 15780.5 e."5300 DH53(G5305)"Double Extruded PVC Double Hung Window-(X/X Configuration) Hung Window Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Instl'1'5780.5.'Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,PIE.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.5 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval 15780.5.odf additional use limitations,installation instructions and Created by Independent;Third Party:Yes product particulars. I i 15780.6 rf.Sries"Barcelona"Model"DH30I" Extruded PVC Double Hung'"Impact"Window,Missile Level "C"-(X/X Configuration)! Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Ins 15780.6�Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,PE.43409 Impact Resistant:Yes Created by Independent Third Party:Yes https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgt3e l SAInEOW... 1/3/2018 . I I I I i Florida Building Code Online i ; Page 3 of 3 Design Pressure:N/A Evaluation Reports Other:See INST 15780.6 for Design Pressure Ratings,any FL15780 R7 AE (b)Eva["15780.6.Ddf additional use limitations,installation instructions and Created by Independent`third Party:Yes product particulars. I I I I l 15780.7 g.Series"Barcelona"Models Extruded PVC Double Hung"Impact"Window,Missile Level "DH30I"&"DH30PI" "D"-(X/X Configuration)' Limits of Use Installation Instructions Approved for use in HVHZ:No FL15780 R7 II (a)Inst115780.7 I df Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,PIE.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See INST 15780.7 for Design Pressure Ratings,any FL15780 R7 AE (b)EvaI 15780J.Ddf additional use limitations,installation instructions and Created by IndependentThird Party:Yes d pro_uct particul rs i 1 80.8 r��H301" ries"Barcelona"Models 'Ext'rude P Do le Hu%:gl"Im act Window,High Veloci &"DH30PI" Hurricane Zone i-(X/X Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15780 R7 II (a)Inst115780.8.1Ddf Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,PIE.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports I! Other:See INST 15780.8 for Design Pressure Ratings,any FL15780 R7 AE (b)Eval•15780.8.Ddf additional use limitations,.installation instructio sand Created by Indi pendentf Third Party:Yes P r du partic lars. OQ 15780.9 1.Series"Barcelona"Models"DH30" Extruded PVC Double Hung"Non-Impact'Window-(X/X &"DH30P" Configuration) I l Limits of Use Installation Instruction's Approved for use in HVHZ:No FL15780 R7 II (a)Instl`.15780.9.odf Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,PI.E.43409 Impact Resistant:No Created by Independent Third.Party:Yes Design Pressure:N/A Evaluation Re orts Other:See INST 15780.9 for Design Pressure Ratings,any FL15780 R7 AE (a)Eval`15780.9.Ddf additional use limitations,installation instructions and Created by Indi pendentlThird Party:Yes product particulars. . I I i Back Vert f Contact Us::2601 Blair Stane Road.Tallahassee FL 32399 Phone:850-4611824 I The State of Florida is anI I �I I AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Acossibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response toa.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;IF.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 h&-_.. I l Product Approval Accepts: l M WE W 99 M Credlt Card-,: i � j f kf 1 I i i I I I I f III I � f r I I i i https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQw, gt3e1SAh1E0W... 1/3/2018 R R W Building Consultants! Inc: W B Consulting and Engineering Services for the Building Industry P.O.Box 230 Valrico,FL 33595 Phone 813:659.9197 Florida Board of Professional Engincers Certificate of Authorization No.9813 Product / Report I /.: FL-15780.8 11 Date: Oelobei-11,2017 i Produc Categoryt Sub Category Manufacture.r ! •.Product Name Soft-Lite LLC "Ba icelona'r Windows Double Hung 10250 Philipp Parkway Model"DH301"&`'bH300' Streetsboro,OH 44241 ! Double Hung Window (330)528-3400. . "Impact" I Scope: Product Evaluation report issued by R W�Building Consultants, Inc.&:LyndoniF.Sch I idt,P.E. (System ID#1998)for Soft- Lite LLC.,based on Rule.Chapter No..61020=3,Method.1 D 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 P. y manufacturing or distributing the product or in any other entity involved in the approva11process of the product-named herein. I ' Limita ion � • I 1. This product has been evaluated and Is'in compliance with the 6th.Edition(2017)Florida Buiiding'Code(FBC)structural requirements including the"High Velocity Hurricane Zone I I ' 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing orstucco. 3.When used in"HVHZ",this product,complies with Section 1626 of the FBC and does not require in impact resistant covering. 4. For 2x stud framing construction,anchoring of these units-shall be the same as that shown for 2xtuck masonry construction. 5: Site conditions that deviate from the details of drawing FL-15780.8 require further en9inei a yb' engineer or reistered a 'ce se architect. I , 6.This product meets the water infiltration requirements for"HVHZ. y 7:See.drawing FLA5780.8 for size and d sig pr ss re imit do s. Supporting Documen 1. Test Report No. Test Standard Testing:Laboratorv!; Signed by g ab., Inc. Lyndon F.Schmidt,.P.E. TEL 03001734.- TAS 201.,202.&203-94 Testing Evaluation L 2. Miami Dade NOA Materials Testing 17-0712.04 Saflex®PVB Int6dayer.(Eastman.Chemical Company) 1570528:13 PVC1.Extrusions(Vision,Extrusions Ltd.) 3. Drawing No. Prepared by i Signed&Sealed`by No FL-15780.8 RW Building Consultants, Inc.(CA#9813) Lyndon:F.Schmidt,P.E. ' ��16Di�8p�I 4. Calculations Prepared by ��`ry,4ee / i ; Signed&Sealed by Buck Anchoring RW Building Consultants,Inc.(CA#9813) 9!6.��o.�� ,_�a► �* Lyndon F.Schmidt,P.E. ASTM E1300 Glass Load Lyndon.F.Schmidt, P.E. w- �;G S o 5. Quality Assurance Z : � •'h',,�• Np 43409 Certificate of Participation issued by Farabaugh Engineering and •' I �, ;Testing;Inc,certifying that Soft Lite LLC is q manufacturing products within a quality ranee program that complies with ISO/IEC 17020 and Gude 53. STAT `* 10 Lyndon F.Schmidt RE. ! ! FL PE No 43409 10/11/2017 - Sheet I of 1 l � a tix Q9 ��O, ••W• Lr�� M o L1te M zM 0 Bringing quality to light. '•,''�� p ��.`° Philipp 1 Z _N;s -10250 Parkway- U Streetsboro,Ohio 44241 « txZi —-- -- ®® p St°' 9mcw --- -- "6�41C�ELON�" SEE CHART FOR SEE CHART FOR- - - N a rng 54tm — FRAMESQEi'_ - r�:=�FRAME SIZES— a LL Model TH301" and TH30PI" ` °z DOUBLE HUNG WINDOW- - -- - "IMPACT' O X ZZc Z� GENERAL NOTES Ed w 1. This product has been evaluated and is in compliance with the 6th Edition(2017 o Florida Building Code(FBC)structural requirements including the"High Velocity s Hurricane Zone"(HVHZ). - a a LL 2. Product anchors shall be as listed and spaced as shown on details.Anchor h X x m embedment to base material shall be beyond wall dressing or stucco. 6- 3. When used in the"HVHT'thls product complies with Section 1626 of the FBC and does not require an impact resistant covering. ;�/ x' N z 0 4. For 2x stud framing construction,anchoring of these units shall be the same as that g $ shown for 2x buck masonry construction. Model"DH301" Model"DH30P1" G � 5. Site conditions that deviate from the details of this drawing require further sengineering analysis by a licensed engineer or registered architect. a 6. This product meets the water infiltration requirements for the"HVHT'. _ n 5 W z C TABLE OF CONTENTS MAX MAX DESIGN PRESSURE(PSF) ; 'm SHEEN DESCRIPTION MODEL FRAME DLO GLASS z o 1 Typical elevations,design pressures and general notes DIMENSION g1MENS10N' T)FE POSIfNE NEGAAVE; wTe 4/14 17 i 2 Horizontal cross sections "DH301" 54.0"X 76.5" 46.25"x 33.875" G1 +55.0 -65.0 SME N.T.S. 3 Horizontal cross sections M.BY: JK m' 4 Vertical cross sections 5 Buck and frame anchoring "DH30PI" 54.0"X 76.5" 46.25"x33.50" G1 +55.0 -65.0 CHK.BY: LFS 3 6 Components DRAWING NO_ 7 Components r^ 8 Biu of materials and glaring detail FL-15780.8 a SHEET 1 OF 8 N G a Hardware Notes: %.%��,`,`ss..........u �i 1.Locks(2)located on lock rail 4 4 4 EMB.(n'P) J�O'�:• O'I'LLO 10"from each Jamb. �• •�, Z�►i �� o ••L�` r�jM / C SEE ANCHORING SEE DETAIL 1 1 24 33 28 8 Gl ''�ii��''•... ....• ��`�� j m W - - - - - -- 2 - X 24 INTERIOR i��,''4 nsus��` o o m INTERIOR In, ZO 2 .. 7 — - - �.« a_N C - / I o �� EW imoo -! - - - --- - N cc =----- —2— t.� —---- 4 Sz -- - ---- ---- 13 -- --- --- - - -- --- - 9. -� � �a X � 5 3 p 3 3 N '�� Q EXTERIOR D EXTERIOR 3 �F 3 E 1 m Yy N 4 4 2 HORIZONTAL CROSS SECTION oEratL 1 G y o Q Shown Direct to Masonry 0 E B a m C A 24 SEE DETAIL 1 C SEE DETAL 1 M 33 28 8 G1 EMB.(TYP) 24 33 28 8 G1 INTERIOR INTERIOR z C= Ln Ln El $ 13 ti o 9 a 13 9 EXTERIOR K ° EXTERIOR Z U 1-1/4"MIN. p w 4/14/17 i EMB.(IYP.J 1 saqE, N.T.S. ° E DWO.Br: JK M. CHK BY. LFS 3 1 HORIZONTAL CROSS SECTION 1 3 HORIZONTAL CROSS SECTION DRAWING NOa rc 2 2X Buck Construction 2 Shownw/IX Buck FL-15780.8 a SHEET Z OF 8 N b a Ie 1-1/4"MIN. C Nig z' EMB.(TYP.) INTERIOR u° ..... \\ /l 111 N 0 33 -- - - - - - - - - -- - - o - 8 G7 z oZ.4 �' ig 9m.W — --------- — ----- ,— - — --—----- --- - ---- - - -_ - -----\�—� �a =oto. - -- '_ o W 0 31 to H E 1 28 13 EXTERIOR 9 r` m N� � 2 HORIZONTAL CROSS SECTION 3 Shown Died to Masonry o a = N O p (� O s 1-1/4"MIN. a a EMB.(TYP.) r F m A E 8 F C INTERIOR INTERIO v) z SEE DETAIL 1 SEE DETAIL 1 33 8 G1 33 8 GI $ O •' ❑ z ❑ ❑ p Z ° D ° 31 31 DATE: 4/14/17 1-1/4"MIN. C G sru�: N.T.S. ° EMB.(TYP.) 1 28 13 9 EXTERIOR 1 EXTERIOR E 28 13 9 DWG.BY: JK m CHK.W. LFS 3 1 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DPAMMG No, If 3 2X Buck Conshucfion 3 Shown w11X Buck FL-15780.8 0 sHEEr 3 OF 8 0 a `�j E E - Z�m g - z pip -a."-°-z - - ` ` a fI.. C �� C G N e Em K z.0 — ------- �� -- —` ---- 2 - -- — o- --- a -- 2 aZ 21_ 20 � --- - - -- - - --- -- -- a _ - - 14 -- - - --- - -- -- — 13 Q 14 a 9 32 -- --- -- --- - -- 9 0 5 9 0 3 y 26 a o 0 9 5 EXTERIOR G1 INTERIOR 2 PER KEEP R a r W EXTERIOR G1INTERIOR 3 VERTICAL CROSS SECTION m N 4 Shown w/1X Buck 12 11 r 1 VERTICAL CROSS SECTION 6 y o d C'1 4 2X Buck Construction IXTERIOR INTERIOR ole' o F G1 10 a 0-1 1 G1 10 15 13 m s EXTERIOR INTERIOR 31 V E 13 31 1 c 27 v, a .. 29 32 i 4 ❑ °_ C �... H 16 30 28 o ❑ 30 � 3 �a zCL: Z 2 v f1 B m B �' a 13 uo 14 5 E E z v 9 4/14/17 z EXTERIOR G1 INTERIOR aD t) owrsr.ir• N.T.S. m .sr: X g cwt,er: LFS $ 2 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION ��VERTICAL BuckCo CROSS SECTION arrAwwo No.: a 4 Shown Direct to Masonry 4 2X Buck Construction 4 2X Buck Construction � (Sh w/ to ed Sill) FL-15780.8 n g 8 sHrFr ov 0 c .......... s Sh. 4!' g 0-C3 10.51 O.C.(TY Zp FYN 61(TYP-) X Z'd; Z- 13 Z' 2X BUCK F M 0 on. ----TYP. =--�—SASH Ix BUCK K-G- r) 6 DIRECT TO zo d 2X BUCK MASONRY H E z BUCK FRAME—l"O' HEAD&JAMBS J MEETING RAIL � 2X BUCK M MASONRY 0 zd MASONRY OPENING] SASH MASONRY D a OPENING IXBUCK K MASO DIRECT TO THROUGH TILT LATCH BLOCK V 13 0 F1 BUCK ANCHORING FRAME ANCHORING z 0 Ln CONCRETE ANCHOR NOTES PS I Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors maybe required to ensure the"MAX.ON CENTER"dimension are not exceeded. ts 3. Concrete anchor table: ANCHOR .........ANCHOR MIN MIN .....CLEARANCE....... N CLEARAN�I ..... BEDMENT TO MASONRY TO ADJACEM o .................... ... . .. . .... .. TYRE. ..... ...... Z ............. ............................ a DATF- INV 114" 1-114" 2" 4" 4/14/17 2 TAPCONO scitn N.T.S. —ELCO WO.�BY. �X ME 4" CM BY. LFS WOOD SCREW INSTALLATION NOTES: owwux+N.;7 M 15780.8 80.8 1.maintain a minimum 518"edge distance,I"end distance,&I o.c.spacing of FL_1 780.8 wood screws to prevent the splitting of wood. SHEW 5 5 OF 8 R'.XOlerds\SoftUte Permanent%A-Rarlda Product Appmvals\FL-35780 Double Hung\C-Drawings\FL-15780(2.017)\FL-15780.&8.dwg,6 I fl 0.66' 1.77" —n 0-ow 2.87 0.9-7— s y i� ' Zc, an�6� O;lr IZw V]is C> 0.07, 0.39" 0.32' O t 0.09" P n F :2 0 ........ % IU-Y41 i Z No.4340I PRODUCT., Oowmerlta Prepared By: SOFT—LRE WINDOWS .......AL... P.E. No. 4Z409 IAt PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. co 0 sn R!iv P.O. 6.x 2.30. � bo ffo. DATE E31Y COMPONENTS alrico, FL 33595 Phone No.: 813.659.9197 REVISIONS FBPEjC-A- No. 9813 02017 R.W.SUILDINO CONSULTANtS INC. I . PL,0mts4$oft-Ute PermanenMA-Fonda Product Appmvals\FL-15780 Double Hung\C-DrawingsIFL-I5780(2017)kFL-35780.6-8.dwq,7 2.87" 1.21 IpR LL-1 =83" o p CD G1 A C, Lr) 2.391. p 0.41" G) 0 r 0.06, p aw 0,' 4A. % No.43409 A F, av PRODUCT- DO-u—t.PnPaf rn Jd 9y.i Lynd6n F. Schmidt A SOFT-LrTE WINDOWS ihs 1-1,0 R W P.E. No. 43409 z. i* p -4 4t PART OR ASSEMBLY: M.. CONSULTANTS, INC. Co P.O. Box . b3 DATE COMPONENTS , Valrfco. FL 33595 BY Phonal No.: 813.659.9197 REVISIONS FBPE CA No. 9813 U2.17 R.W.BIIILOIN6 CaHSU—ts INC. BILL OF MATERIALS ��`s%%` ..........* ITEM# MATERIAL ��p; •• A 1X BUCK SG>=0.42 WOOD @ B 2X BUCK SG>=0.42 WOOD ��. o $'Z_�rW C 1/4"MAX.SHIM SPACE D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ��'••.,,, �� o m'm __E— MASONRY_3,000 PSI MIN.CONCRETE CONFORMING TO ACI __CONCRETE_ __ i��, ;;�` N 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90---- - Z c;;z° F #8-15 X 2"TRUSS HEAD SMS(1-3/8"MIN.EMBEDMENT) STEEL n a o G - 114'X 2-3/4°HWH ELCO OR,ITW CONCRETE SCREW STEEL E °z_m Z v n -- ---H--1/4"-X-2-1/4"-HWHEL000RfTW-CONCRETESCREW---:— —STEEL— oa K 1/4!'X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL — M #10 X 2.3/4 PPH WS(1-3/8"MIN.EMBEDMENT) STEEL ¢ �i -- — - —1- . FRAME*------- PVC E 9w 2 HEAD' PVC ---- --- ---- ------ 3 WEEP HOLE COVER' PVC 4 SILL ADAPTER' PVC 5 TOP LIFT HANDLE* PVC 6 KEEPER RAIL' PVC o co 7 LOCK RAIL• PVC 3 1� 14 8 PLAIN STILE* PVC ? 9 GLAZING BEAD* PVC 5/8"GLASS BITE DOW 2400 SAS w o� 10 BOTTOM UFT RAIL' PVC I7/8THICK F 11 REINFORCEMENT(6065-T5 ALUM) ALUM. (n m 12 REINFORCEMENT(6065-TS ALUM) ALUM. 1/8ANNEALED ?I ffi m O o 13 REINFORCEMENT(6065-T5 ALUM) ALUM. ��-0.090"SAFLEX PVB INTERLAYER & 14 HEAD POCKET INSERT* PVC 15 SLOPED INSERT' PVC 1/8"ANNEALED m 16 SLOPED SILL' PVC 20 LOCK AIR SPACE 21 LOCK KEEPER 24 TILT LATCH BLOCK Old 1/8"ANNEALED OR TEMPERED GLASS* 25 TILT LATCH STEEL INTERCEPT SPACER z 26 #8 X 1"PFH TEK STEEL g 27 #6 X I"PFH TEK STEEL Gl GLAZING DETAIL Q 28 WEATHERSTRIP(187-270 TRI-FIN) �' 29 BULB SEAL 30 BULB SEAL n 31 PHOT BAR STEEL °HVHT'GLAZING NOTES: i a 32 #7 X 3/4"PFH TEK STEEL 1.GLAZING>36"WIDE REQUIRES TWO(2(SETTING BLOCKS CONFORMING TO FBC SECTION 2411.3.3.1 9 *TEMPERED TEMPERED GLASS IS REQUIRED FOR EXTERIOR GLASS GREATER THAN 30 FEET ABOVE GROUND. _ g 33 BALANCER BRACKET - a $ THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATIONS PROGRAMS FOR RIGID PVC EXTRUSIONS". z DATE: 4/14 17 °z S—E- N.T.S. ° 3 M.By. JK ra CHK.BY: LFS ; _ FMWWO NO.: p }=g FL-15780.8 0 7 SHEET 8 OF 8 N 6 ( i I Florida Building Code Online I y Rs • # ' a o BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search dbordtoimv) a Product ApprovalUSER:Public User Product Approval Menu>Application Detail i i FL# 1-15210-R6 Application Type Revision Code Version 2017 i Application Status Approved Comments I Archived ❑ I Product Manufacturer P astpro Inc./Nanya Plastics or Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbldgconsulta Its.com Authorized Signature Vivian Wright rickw@rwbldgconsultar ts.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. I Los Angeles,CA 90045 (440)969-9773 Ext 18 scottjohnson@plastproinc.com l Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. I Los Angeles,CA 90045 (440)969-9773 Ext 16 ronoconnel l @ plastpro.cpm I Categoryxte for Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida;Registtered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F.Schmidt, P.E. j Evaluation Report i Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. I I I 0 Validation Checklist-Hard copy Received 1 , Certificate of Independence FL15210 R6 COI (a) I ertificatel_of Independence.pdf I Referenced Standard and Year(of Standard) Standard I j Year ASTM D1929 I 1996 ASTM D2843 I 1999 I httpsJ/flondabuilding.orgtpr/pr app_dt1.aspx?param=wGEVXQwtDgv3yVVK]ZIQRCFPqu8gbCgpaL%2fcMd8xBvDdr)CKxpoHIdA%3d%3 d[1/3/20185:40:45,PM] I ' Florida Building Code Online ASTM D635 1998 ASTM D638 I 2003 ASTM E1300 I i 2004 ASTM E84 2005 ASTM G26 1995 G 155 2005 TAS 201, 202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Equiv (a)IEquivalericy of Standards. dmf Sections from the Code i i I i I j � Product Approval Method Method 1 Option D I ' Date Submitted 08/13/2017 I Date Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 j Summary ofProducts F =#L INodel,,'Number'or Name' Description B I: 15210.1 a.Smooth/Wood Grain/White Wood 6'8"Impact Opaque,Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing(X,=Configuration) Fiberglass Door Limits of Use Installation Instructions ! Approved for use in HVHZ:Yes FL15210 R6 II (p))Ihst 15210,1.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 15210.1 for Design Pressure Ratings,any EI5210 R6 AE (1j)-,Eval 't 5210.1. dmf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. i 15210 2 b.Smooth/Wood_Grain/Whit:6Wood., 6'8'"Impact Opaque Fiberglass Single.Door with Sidelite or Grain/Rustic/Mahogany Series O':, S!delite,s-Inswing/Outswing(OX;or X0,''OX.O-Configurations) Fiberglass.Door Limits of Use v`, Installation Instructions Approved for,use in HVHZ:Yes „' FL1-;210 R6 IT fblik nst 15210:2.pdf Approved for useEOutside HVHZ::Yes Verfed Byc''LyndoffF.Schmidt,P.E.,43409 ° Impact Resistant-,-Yes Created bylIndepentl"ent Third Party:-Yes Design Pressure:N/A Evaluation Reports Other:See INST:15210.2 for Design=Pressure Ratings;.any' "' FL15210 R�6 AE (li +Eval 15210 2 pdf` additional use limitations,installation instructions and product Created by!Independ'ent Third Party-,Ye particulars: . . 15210.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque:Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Ii swing/i utswing (XX; OXXO-Configurations) Fiberglass Door I Limits of Use Installation Instru'ctions' Approved for use in HVHZ:Yes FL15210 R6 II (bj'Inst 15210 3 pdf Approved for use outside HVHZ:Yes Verified By': Lyndori'F.Schmidt, P.E.43409 Impact Resistant:Yes Created bye Independent Third Party:Yes Design Pressure: N/A Evaluation Reports' Other:See INST 15210.3 for Design Pressure Ratings,any FL15210 R6 AE(b)-Eval 115210.3.12df additional use limitations,installation instructions and product Created by;Independent Third Party:Yes particulars. 15210.4 d.Smooth/Wood;Grain/White Wood 6'8"Impact"Glazed Fiberglass Single-Door-Inswing/Outswing Grain/Rustic/Mahogany Series O (X-Configuration) j Fiberglass Door l ° I https://floIndabuilding.org/pr/pr app_dti.aspx?p---wGEVXQwtDgv3yVVK.1ZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d[1/3/2I185:40:45PM] I I , Florida Building Code Online Wa - Limits of Use InstallationInstructions Approved for use in HVHZk Yes FL15210 Rd II (b)Inst 15210.4:odf Approved for useoutside HVHZ;,Yes Verified By:.Lyndon'F:Schmidt,P.E.43409 r ah 3Y v s �r Impact Resistant`Yes Created by Independent Third Party:Yes x Design Pressure;.N/A EvaluationReports! s '-5M.", ;' Other: See INST•15210.4 for Design Pressure Ratings, L ,any F5210R6 AE (b)<Eval 15210.4.odf ' additional use urnitations,'installation.instructions and product Created by Independent Third Party:Yes particulars.gs 15210.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/O'utswing (OX or X0; 0X0-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)!Inst 15210.5.12df Approved for use outside HVHZ:Yes Verified By:;Lyndon IF;Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports s b Other:See INST 15210.5 for Design Pressure Ratings,any FL15210 R6 AE bbl Eval 15210.5.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes k� K ? particulars. 15210.6 f:Smooth/Win/ ood GraWhite Wood 6' °Impa ,ct" lazed sK fiberglass ouble oor with or without Jit' N sx h Grain/Rustic%Mahogany Series 0 Sidelites-Inswing/Outswing (XX;OXXO Configurations) Fiberglass Door j t y J n Limits of Use Installation Instructions Approved for use hi HVHZ Yes -ELI.5210 R6 II.(b)iInst 15210.6:pdf 3 Approved for use outside HVHZ:'Yes Verified By Lyndon R Schmidt P.E.43409 Impact Resistant:Yes Created by Indepentlent Third Party:Yes ' Design Pressure: N/A Evaluation Reports-, I r--- Other:See INST 15210.6 for Design Pressure Ratings,any' FL15210 R6 AE (b) Eval 15210.6.bdf. 9; additional use limitations, installation instructions and product Created.by,Indepen'dent Third Party:Yes i- particulars.' 15210.7 g.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed'Fiberglass Single Door-Outswing (X- ' Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door r his fi. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FLi 5210 R6 II (b)!Inst 15210.7.pdf a r: t"} r�`i Approved for use outside HVHZ:Yes Verified By: Lyndon'F.Schmidt P.E.43409 t r-N w` Impact Resistant:Yes Created by!Independent Third Party:Yes Design Pressure: N/A Evaluation IReports Other:See INST 15210.7 for Design Pressure Ratings,any FLt 5210 R6 AE (l) Eval y 5210 7[pdf additional use limitations,installation instructions and product Created by jIndependent Third Party:Yes of particulars. 15210.8 h.Smooth/Wood Grain/White Wood 8'0"Impact7 Glazed fiberglass Single Door with:Sidelite or • ,. Grain/Rustic/Mahogany Series 0 Sidelites-Outswing.(OX or XO; OXO-Configurations) ., Fiberglass'Door { i Limits of Use Installation Instr11(14ions 110 Approved for use in HVHZ:Yes FL5210 R6 II ffiijnst 15210.8.pdf. Approved for use outside HVHZ::Yes Verified By Lyndon",F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Inde evident Third Pa I 4 P Party: Yes s{axr Design Pressure: N/A EvaluationlReport # a�atk 1 A Other:See Y5210.8 for Design Pressure Ratings,any FL 52'0 R6 AE (til Eval t 52i 0,8.pdf additional use limitations,installation instructions and,product Created byiIndependent Third Party:Yes a 4, particulars. ' 15210.9 i.Smooth/Wood Grain/White Wood 8'0"Impact"Glazed!Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing!(XX; OXXO-Configurations) Fiberglass Door I ' Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R'6 II (b) Inst 15210.9,x. df Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt, P.E.43409 Impact Resistant:Yes Created by'IndependentThird Party: Yes sr Design Pressure: N/A Evaluation'Reports Other:See INST 15210.9 for Design Pressure Ratings,any FL35210 R6 AE (6) Eval 15210 9 pdf additional use limitations,installation instructions and product Created by;Independent Third Party:Yes particulars. 15210.10 j.Smooth/Wood Grain/White Wood 8'0"Impact"Dpaque'4Fibergiass Single Door-Outswing(X R"XW Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass'Door b i https:Hfloridabuilding.org/pr/pr app_dtl.aspx?paramwGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8x]3vDdrX,xpoHldA%3d%3d[1/3/2018 5:40:45 PM] i i Florida Building Code Online t Limits of Use Installation{Instru lt'ions Approved for use;in HVHZ:Yes FL15210 R6 II (b)Inst 15210 10. dmf � + Approved for use outside HVHZ;Yes Verified By: Lyndon F;Schmiidt,P.E.43409 cF Impact Resistant:Yes Created.by Independent Third Party:Yes r Design Pressure:N/A Evaluation Reports;' 1 Other:See INST 15210.10 for Design Pressure Ratings,any FL15210 R6 AE (b�Eval 15210.10.pdf` additional use limitations,installation instructions and product .Createdby Independent Third Party;Yes �a particulars. ' Y 15210.11 k.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque!Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Outswing (OX or X0; OXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b);Inst 15210.1l.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 15210.11 for Design Pressure Ratings,an FL15210 R6 AE b Eval 15210.11. df 9 9 , Y O P additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. r : v .. 15210.12 I.Smooth/Wood Grain/White'Wood 8'0•"Impact"�OpaqueFFibergiass Double Door with or without z Grain/Rustic/Mahogany Series O Sidelites-0 tswing'(XX; OXXO-Configurations) Fiberglass Door - , e Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II O1Inst 15210.12. d[dff u Approved for use outside HVHZ:Yes Verified By!Lyndon'F ISchmidt,P.E.43409 -_ Impact Resistant:Yes Created by Independent Third.Party:,Yes Design Pressure:'N/A Evaluation Reports'' I Other:See INST 15210.12 for Design Pressure Ratings,any FL1S210 R6 AE (b)P'.Eval 15210.12.pdf additional use limitations, installation-instructions andproduct Created by Independent Third Party:Yes particulars. 15210.13 m.Smooth/Wood Grain/White Wood 8'0"Impact Opaque,Fiberglass Single Door with Surface Bolts w ) Grain/Rustic/Mahogany Series 0 -Outswing(X-Configuration) Fiberglass Door i Limits of Use Approved for use In HVHZ:Yes FL15210,R6 IIs(b)Int 15210.13.pdf Approved for use outside HVHZ:Yes Verified By Lyndon F.Schmidt,P.E.43409 Impact Resistant:Yes Created bylIndependent Third Party:Yes fit x Design Pressure: N/A EvaluationlReports a Other:See INST 15210.13 for Design Pressure Ratings,any FL15210 R6 AE (fi) Eva[ 15210 13 odf additional use limitations,installation instructions and product Created byjIndependent Third Party:Yes particulars. I I . 15210.14 n.Smooth/Wood Grain/White Wood iib°'Impact"Opaque;Fiberglass'Double Door with Surface Bolts Grain/Rustic/Mahogany Sedes'0 • on Active Door panel;,Outswing(XX=:Configuration), - Fiberglass Door Limits of Use Installation Instructions 1 Approved for use in'HVHZ:Yes FLI.5210 R6 II (bjilnst 15210:14;pdf Approved for use outside HVHZ:r Yes Verified By. Lyndon F.Schmidt,P.E.43409 f Impact Resistant:Yes Created byiIndependent Third Party:.Yes '£ , Design Pressure: N/A Evaluation Reportsa ;4r + other:See INST 15210.14 for Design"Pressure Ratings,any" FL15210 R�6 AE (6)'Eval 1521D 14 pdf additional use limitations,installation instructions and product Created bylIndeperi'd'ent Third Party:Yes f particulars. .1 i Y - , 15210.15o.Grain/Rust c/Mahogany Seri s Oood Grain/White Wood WINDSERT'"Glazed Fiberglass Single Door utilizing the Y an operational)window insert-Outswing (X- Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 TI (bj Inst 1 521 Q 15 d[dff > r ME Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes x Design Pressure: N/A Evaluation Reports i Other:See INST 15210.15 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.15.pdf additional use limitations,installation instructions and product Created bye Independent Third Party:Yes r `s particulars. � ' a t��f ,9wk .� • ,.e https://floiidabuilding.org/pr/pr app_dtl.aspx2paraTnwGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoWdA%3d%3d[1/3/2018 5:40:45 PM] 1 . Florida Building Code Online j Contact Us:•X601 Blair Stone Road Tallahassee FL 32399 Phone-,850-487-1824 1 i ' The State of Florida is an AA/EEO employer,Coovriaht 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 pubrecord.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 determinelic Ifiyou are a licensee under Chapter 455,F.S., please click here. Product Approval Accepts: el:REc ®i I f Credit Card Safe, i , I ' I I I I i , i I httpsg/floridabuilding.org/pr/pr app_dtl.aspx?paramwGEVXQwtDgv3yVVK]ZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpolUdA%3d%3d[1/3/2018 5:40:45 PM] R W R W Building Consultants,i Inc. Consulting and Engineering Services for the Building Industry D B P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 C Florida Board of Professional Engineers Certificate of Authorization No.98131 ; s Product / Report / / i2017 Produ Cate oct Sub Category Manufacturer j a Produ=Name 9 ry Plastpro,Inc. SmoothI Wood Grain/White Wood Grain Exterior Swinging 5200 W.Century Blvd. Iliustic I Mahogany Exterior Door Doors Assemblies Los Angeles,CA 90045 Series O Fiberglass Door Phone 440.969.9773 InswinglOutswing-"Impact" Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E! (System ID#1998)for Plastpro Inc.,based on Rule Chapter No.61G20-3,Method 1 D of the State of Floridal 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 approvalprocess of the product named rein. , im tat n 1. This product has been evaluate and is in with the 6t Edition(2017)Florida Building',Code structural requirements including the"High Velocity Hurricane Zone". I j 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base niaterial'shall be beyond wall dressing or stucco: I 1 3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Buildingl Code and does not require an impact resistant covering. j 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product co plies with FBC Sections 1609.1.2& R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined inASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. 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-15210:6 require further engineering, analysis by a licensed engineer or registered architect. j 7. Outswing'configurations meet water infiltration requirements for"HVHZ".All other configurations d o not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees: 18. S e d aw g L- 52 0. fo si a d esi n res ur limitations: I �'�, � Supporting Documents: 1. Test Reriort No: Test Standard Testing Laborato I I,; � Signed by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation:Lab.,Inc. Lyndon F.Schmidt,P.E. TEL 01391846 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab:,Inc. William Shelton,P.E. ETC-05-255-16776.0 ASTM D 635r98,638-03,1929-96,&2843-99 ETC Laboratories Joseph L.Doldan,P.E. ASTM G 26-95 J ETC-06-255-17412.0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan,P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1929-96&2843-99 ETC Laboratories Ben Meunier i2. Miami-Dade NOA Materials 17-0712.05 Saflex PVB Interlayer(Eastman Chemical Company) 16-0314.11 Royal.Mouldings(Ext.PVC) ' i ,B8p088POPps 3 NoaFL�15210.6 RW Building ng No. dbGonsultants,Inc. CA#9813) 0o®�o0 .��H i��e`�6� Signed&Sealed by ( oo \''•° C�� S"••� l�� Lyndon F.Schmidt,P.E. 4. Calculations Prepared by ao °•ti` •o•I ;'�� Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) No 43 409 • Lyndon F.Schmidt,P.E. ASTM E 1300 Glass Load Lyndon F.Schmidt,P.E. v • 5. Quality Assurance Certificate of Participation issued by National Accreditation and Managements- S 17ATE I Oa •F i Institute,certifying that Plastpro,Inc.is manufacturing products within a qualityeo0,�•• assurance program that complies with ISO/IEC 17020 and Guide 53. ado • •4 0 Ata C�^t'�o' gee*—e Qi n Q{�+�00°r LyndonFL PE No.43409 9118/2017 Sheet 1 of 1 I ! p lastpro 0.._z'� fir ? ■ e * 5200 W. CENTURY BLVD. Z � 152.0'MAX.OVERALL FRAME WIDTH �,��i y. . •...... ---- - LOS ANGELES,--CA 90045 _-- _ - --_-. - _ __-- _ _ E WIDTH _ 37.5'MAX. e - 4. RAVE WIDTH �Tr IIID v x Z o e FRAM Smooth/ Wood-Grain-/ White_-Wood Grain R-RUstic j Mahogany Series O Fiberglass Door Z g ° °Z Ld INSWING/OUTSWING-- - ; 'IMPACT' o o X o X o �Z ---- -- GENERAL NOTES o w -'w LU Cl d 1 Th pr d ct as been evaluated and Is in compliance with the 6th Edition(2017)Florida Building Code (FBC) °�° tO zo o z A structural requirements including the"High Velocity Hurricane Zone'(HVHZ). 00 w c 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall _J0 Y� Uj qy sbe beyond wall dressing or stucco. a e chi �I o h a 3. When used in the"HVHZ'this product complies with Section 1626 of the Florida Building Code and does not o require an impact resistant covering. a a a 4. When used in areas outside of the"HVHT'requMng wind bome debris protection,this product complies with FBC m Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets m sills level"D"and Includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2 I J-1. x x C3 0 _ or st n o e ^v e construction. N N V) 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed XX °w o engineer or registered architect. 7. Outswing configurations meet water Infltration requirements for"HVHT'.All other configurations do not meet s; the water infiltration requirements for the"HVHZ'and must be installed only In non-habitable areas or atW 12 e habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or g' overhang to sit]is less than 45 degrees. a TABLE OF CONTENTS MAX DESIGN PRESSURE CONFIGURATION fRAME SWING ENDBRAASIRAGAL D(PASTRAGA! COGUMBIAASTRAGA[` a a SHEET# DESCRIPTION SHEEN a° a DIMENSION POS: NEG P,OS NEG POS NEG M 1 Typical elevations,design pressures&general notes 11 3 Point lock details ^ s 2 Door panel details 12 3 Point lock details. 7 .0"x 82.0" INSWING +60.0 -60.0 +50.0 -60.0 +50.0 -60.0 a^Z 3 Sidellte panel data 13 Buck and frame anchoring(XX) XX 4 Ute frame detals and gI®ng details 14 Buc and frame anchoring(OXXO 74.0"x 81.13" OUTSWING + DATE 02116112 i 5 Elevations 15 Astragal details 75 0 -75.0 5.0 -75.0 +50.0 -50.0 m.;�. N.T.S. 6 Horizontal&Vertical Cross Sections(2X Buck 16 Astragal details S t 50.0 -50.0 +50.0 -50.0 DING'B'* JK m 7 Horizontal&Vertical Cross Sections(IX Buck) 17 Astragal details 152.0"x 82.0" s B Horizontal&Vertical Cross Sections(Direct to Masonry 18 Components OXXO CHIC Eft LFS 152.0"x 81.13" ouisWlNG +50.0 -50.0 +50.0 -50.0 +50.0 -50.0 DRnvnRc NO.: 9 Hor zontal&Vertical Cross Sections(Direct to Masonry 19 Bill of materials FL-15210.6 N 10 Vertical Cross Sections[Thresholds) See sheets 2&4 for hardware and lite frame design pressure limitations N j7 SHEET D a 141, .t0%J l 'o 071 Gl G2 28., TOP RAIL �� 0.4" PF EXTERIOR r 0.4 (COMP.) Q,•' ; �. a Xt .. a � • s �r W. rt n Ji - - ---- --------- -- — - --INTERIOR- - ------ -- - - - 1 ' '��r N M m Z - — - CAP(PVC(•- CAP(PVC) LATCH STILE(LVL( E z m u v HINGE STILE(LVL) •.'•' r 9 W 0 1 HORIZONTAL CROSS SECTION -d r n S g a v E� o z - --- ------ ------ ---- — -- ---- -—-- --- —— -- — �' a 35.75"DOOR 3 d WIDTH Mo J o Q HARDINARFTABLE G1 2 Max DESIGN G2 am cc a v MANUFACNRER .< MODEL. ;PRESSURE :5.: o0 " KNOB: SIGNATURE SERIES o KWIKSEfDEADBOLT: SIGNATURE SERIES(980) —75 INTERIOR EXTERIOR a a OB: SE IES F5) U SGHLAGE DEADBOLT: B"SERIES.(B60/62) 75 m b.b.O PAMIX DEADBOLT: FD7 SERIES ±75 5= Fn _ n v e 1 HOPPE MULTIPOINT LOCK: HLS90DO 3•POINT TONGUE ±50 c• N N Ic g 2 X Z > O ENDURA MULTIPOINT LOCK. TRILENNIUM 3000(3-PT) ±75 a• ee o SEE HARDWARE J d � � See sheets 8 and 9 for multipoint lock details. FIBERGLASS SKIN L•v,. 0 0 TABLE (0.125 MIN.THK.) � � '• as $ FOAM CORE j °z(POLYURETHANE- `p n i SEE HARDWARE 1.9 PCF MIN.) TABLE N m a D BOTTOM RAIL t i 02/16 12 DAM(COMP.) scuE N.T.S. M.BY: JK m s" 40 DOOR PANEL �1 VERTICAL CROSS SECTION CFK BY: LFS 3 - - 2 DROING ND.: W FL-15210.6 0 Y1 N SHEEP a — a R:\Olents\Mastpm,Inc PERMANENT\-Florida Product Approva6\PL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\R 15210(2017)\FL-15210.1.6.dwg,3.6 o I� '•D y 7925'OA.HEIGHT w� `• i l T1 17W N =pO I AI N Ml mm \\ O a sl AI N 1 T' I I Z 1 'n• I V 1.r I 1 • 0 ON •v 0 I A I O O G WN r AZO Zy A I , T Z m m Z I a e. e " . I •I D "I 30 1.2 N � r No.43409 9'7 :* P PRODUCT: 10�ents-Propared Sr. P Lyndon F,Schmidt i� 'R.....1` PRASTPRO INC. � FlBERGLASS OOOE P.E. No. 43409 0 UPDATE 70 6TH ED. 2017 FBC JK PART OR ASSEMBLY: (,D BUILDING CONSULTANTS, INC. o fq 1 3 9 15 UPDATE TO 5TH ED. 2014 FOC JK P.O. Box 230, Voldco, FL 33595 I� N NO DATE BY SIDELITE PANEL DETAILS IFSPE Phone No.': 813.659.9197 REVISIONS I CAI No. 9813 ®2012 R.W.9Ln LDW.CDN..LTA.T INC. I I I i i 1 , , I , 24.22"MAX. `\�O�C,`" n FRAME WIDTH 5/8"GLASS BRE 20.5(r MAX. �; S • QQ% r) STRUCTURAL D.L.O.WIDTH A3 SIUCINE(DOW 995 -W E ` * 1209�m 1"OVERALL GLASS THK. �jo� $ n U I/8"ANNEALED GLASS cy 1.86 1.86" �1.. --- --_ __0090_SAFLE0PVB C ---—- l-'-- --- --- - -- --- - - -- - '-- --- 1111111\ % p n°?i INTERLAYER _ - -, � r= 1/8"ANNEALED GLASS n o i x Z a_w - - - AIR SPACE - - n r m 5 p `0 a IffTEMPERED GLASS— --- -------- -- - -- _ a o d=a R O P') EXL FRAME INi FRAME ----- — s 0 - o ALUMINUMSPACER A3 A4 0Z to 40 NON STRUCTURAL SEALANT — ' a f� - -� - - ------ — -- A4 #7;19 K1-3/4"PPH SELF-DRILLING SMS F 0 GI GLAZING DETAIL hCL: Lu0 C WZ � IIiEFRAMETA6LE' m � �^� o .. 4.25' I I MAX:'DESIGN w (� F-- MANBFACRIRR S am a o �') oa ODL LITE FRAME ODL ±75 :3 24"MAX, a a FRAME WIDTH RSL ±60 x x y 20.75'MAX. a D.L.O.WIDTH v n.r � L) N N EXT. 1/2"GLASS BRE m A5 � >>a OZ 1-1/4"OVERALLTHK.GLASS STRUCTURALSIUCINE(DOW995) N 1/8ANNEALED GLASSm z ® o 0.090"SAFLEXPVB Lu O INTERLAYER ANNEALED GLASS 1.59" �P1/8 _zO 1.06" d AIR SPACE m N ¢o 1/8'TEMPERED GLASS n z 1/2'NON-GROOVE SWIGGLE A6 N^Z U W/DELCHEM#80 POLYSULFIDE A7 40 1.5" arE 02116112 za 1/8"BACKFILL BLUE, N.T.S. #10 X 1-3/4"PPH WOOD SCREW m EXL FRAME IM.FRAME SCREW CAP DWG,Erf' JK m s " INT. G2 GLAZING DETAIL A5 A6 A7 CHK Br: LFS rwH e oHo 15210.6 0 g RSL LITE FRAME N SHEEP_�L OF 'I9 0 O I R:\O1ents\Piastpro,Inc PERMANENT\A-Florida Product Approvals\FL-15210 HVHZ Flberglas -Impact Opaque and GWmtl\C-Drowings\FL-15210(2017AFL-15210.1-6.dwg,5.6 I I I i I i Q I i \\ I D { Z �� 0 0' O.W Cp--)(i� O \ �\ V W •O b1 O W I • i i I 'I I I I I I I i �\ I I r p O 0 O C O { Z N a tr .o H I 0 �\ i W V W DD W I O V A I tlllll frill, in A ..�`F.SCNIyI'l4, •o W Oo N V N a A .p o. l I �````v��'O�'''i i No.43409 Q PRODUCT: Document.Propared By. �•• PRASTPRO INC. Lyndon F Schmidt I �i'l�•••'• fl�`'•Q��' I� 1 = N FIBERGLASS DOOE P.E. No.X43409 I ANALIP�� P Z o N y 2 7 24 17 UPDATE 70 STH ED. 2017 F8C JK PART OR ASSEMBLY: (,� BUILDING CONSULTANTS, INC. Io y1 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK I Q P.O. Box 230• Valrlao, FL 33595 to rn N NO DATE gy ELEVATION I Phone Nof: 813.659.9197 REVISIONS FBPE CA No. 9813 ®2012 R.W.BUILDING CDNBULTANTB INC. No e: E 1.Sidelite assembly screws located 6'from top and `�Q'�.••00 ............. 0��f B bottom then 5 more equally spaced(7 total). =r C 2.Spacing for Item L:3"from each end �'cs n and a center Une(3 total). p � � 4, � I' q. L v .^Lu� �N,• z �ma 0.15'CStNK .. E v v ' �4 ,,. a M m (IYP) E p.o . �,f t,,. C aZ Q Z a Em o 4a L 3 a° ' INTERIOR 8 _ C C 33E 1z 7. 1 2 to cn z SEENOTE2 h Zo �a 7 ° 4 L EXTERIOR 71 11 EXTERIOR INTERIOR o � INTERIOR EXTERIOR � � =o o D 1-1lb"MIN. 4 40 &VLIMICAL CROSS SECTION b VERTICAL CROSS SECTION D-2P.) utswinghown(Inswing similar) 6 Outswing shown(Inswing sim(larJ D o 1 HORIZONTAL CROSS SECTION 56 1-1/4-MIN. o it 6 Outswing shown-Inswing also-approved 55 27 2 1 EMB.(TYP.) a EXTERIOR 40 40 INTERIOR $ L 88 11 4 40 F 50 D v e INTERIOR ° n SEE NOTE 1 L v : N N a p W �I? E7 a 11 R EXTERIOR 17,EXTERIOR SEE NOTE 1 r°'a 7 6° �MQ 0.157C-SINK 3 HORIZONTAL CROSS SECTION (TYP) a z n 6 Outsvdng shown-Inswing also approved am 02116112 L v scuE N.T.S. 0 L 1 2 L C B CHK.BY.. LFS 2 HORIZONTAL CROSS SECTION E DRAW NO ND-- 4 HORIZONTAL CROSS SECTION = 6 Outswing shown Inswing also approved Fl-15210.6 a Shawn with Wemforcemenf 0 t shown(tnswingsim1ar) n sNscr B or 19 b a Note: i10 1.Siderite assembly screws located d'from top and bottom G �`nO•:' •'•'� then 5 more equally spaced(7 total). 2.Spacing for item L:3''from each end and @ center line(3 total). UA �=i 'V• z - - - -- - n .14111 IIq� 2 6;o C _ - - C; A C z� '- i oza - \ ^ Em mo E —. .m V g �g 9 C — ------------ - - - - -- --- -- -- _ — - ---- � m t °v C 40 gEg oO Z — - — ----- -- --- 2 1 - --— G ° 1 2 G - -- —-�- -2-- ----- — ---- —U-- - - N EXTERIOR INTERIOR °' w 50 Zo INTERIOR ® z �� H 0 VERTICAL CROSS SECTION o 7 Shown w/1 X sub-buck �' m Outswing shown(Inswing similar) m -N EXTERIOR L G KK m g SEE NOTE 1 E 1-1/4"MIN. 9 40 A e '°•' °.; n v a -I- EMB.(TYP.) ° g 14/4"MIN. N$ EMB.(IYP.) V) _ EE 1 HORIZONTAL CROSS SECTION r2 HORIZONTAL CROSS SECTION o A C z o z v, Shown w/1X su uc 7 Shown w/1X sub-buck 6 Outswing shown(Inswing similar) OutsMng shown(Inswing similar) m a as IL SEE NOTE 1 L ^ a m T 2 w 50 a°i¢ 5 `v nM0 m EXTERIOR INTERIOR N z 0 DA M 02116112 i �1 VERTICAL CROSS SECTION sauF: N.T.S. ° Shown w/IX sub-buck ONG.BY. JK 'm Outswing shown(Inswing si a cw.en LFS 3 e DRAWING No.: FL-15210.6 0 SHa7 7 OF i g 0 z _ Note: I.Sidelite assembiy screws located 6"from top and bottom V.•' then 5 more equally spaced V total}. 2.Spacing for item L:3'from each end and 0 center line(3 total). D ! qUj d z EI nrn+� o °}z° e SW og pas 0 � o -- — - -- —E-- — ---— — — ---- --- E — 1-2 oZ U�LU C 1 2 C EXTERIOR INTERIOR zo �o da. .00 v a y V D ] 2 D T%RTICAL CROSS SECTION ts tinDirect s ah town(InM.swing simdor) Qm cn u a z O N� O �.- 7 M a INTERIOR D 'gym � a O n n sy E �P NN .. .... z P EXTERIOR 50 L x y� v 11 40 SEE NOTE 1 a / rTi ii q 1-1141 MIN. o qn 1-X MIN. EMB,(TYP.) EMB.(TYP.j SEE NOTE 1 L °z_ 1 2 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION a g Shown D rect to Masonry INTERIOR g Shown D rer o Masonry , Outswfng shown(inswing similar)- EXTERIOR 5� OuWng shown(Inswing similar) _ N'-Z U DAW.021j6 12 z 4 VERTICAL CROSS SECTION sma N.T.S. 9 g Shown Direct to shown{inswing Masonry similar) pr,BY; JK m � Outswing CHH.W.. LFS 3 MW=HO.: � FL-15210.6 a s—Q or 19 rc T7 f� 8 ell z to 1.7 m 125" MAX `vS MAX M .rr�� x, ci 2. E MIN. -47 MIN. ^,,� E MIN. �N'sy z rcep� m :V"• �� pan , > •m - 'm C Y 1 C - -� v � g a0Z11 .11 ? z SEE NOTE 2 gE '0 Li - � _ 8d'--- ------ -EXTERIOR-- -INTERIOR -- EXTERIOR INTERIOR- -- --------EXTERIOR--- -INTERIOR---- —--------- - ----- d i~ z 4 VERTICAL CROSS SECTIONc� q y Masonry 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION Shown Direct to Maso �o Outswing only w/4-9/16'Jamb 9 Shown Direct to Masonry y Shown Direct to Mason z o o Double Door Only(N/A w/Sidelites) OuWng only w/6.9/16'jamb Outswing only w/6-9/16'Jamb o r � Note: c� 1.Sldelite assembly screws located 6"from top and bottoma then 5 more equally spaced(7 total). Of �z Spacing for item L•3"from each end and®center fine(3 total). c I o = � � w a a N C ' C ti C FO Z hi ii INTERIOR r? 0 0 O 40 INTERIOR N ' a N 40 50 M i NI N >; a : 1-1/4"MIN. m I-.. aEMB.(TYP.) ';'.;12 EXTERIORE EXTERIOR EXTERIOR L E N- v 1-1/4"MIN. EMB.(iYP.) SEE NOTE 1 1-1/4"MIN. —02116112 e EMB.(TYP.) sour• N.T.S. d 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION NO.By. JK s 9 Shown Direct to Masonry 9 Shown D'recf fo Masonry CHN.Em LFS 3 e 9 Shown Direct to Masonry Outswing only w/6-9/16'jamb Oufswing only w/6-9/16 Jamb nw�vnNo No.: � Outswing only w/49/16'jamb Double Door Only(N/A w/SidelltesJ FL-15210.6 N 0 '-� SHEET 9 OF 19 N _— Q O .� lk INTERIOR EXTERIOR �`��0' .� INTERIOR EXTERIO ;: *• 40 LNsrj ze Q:r c'm 40 8 30 31 32 '4�>'• �` T 36 37 3B .��irrr ��` -- - - -- - -- - - - --- -- 33 34 nrn ns� z r m -- - ---- E-- - _ -E V- ° 8 Li Ez ---- -- - - a D --- -- - a -.;------ - --- --- - - ------ ----D— - --- z -- - -— 20_VERflCAL CROSS SECTION z 010 Outswing shown �m w � q 1 VERTICAL CROSS SECTION = cia w 10 Inswing shown zo00 3 8 40 x� m w NOTE I 29 am 1.Spacing for item K: o 0 6"from each end ° a �ryy and at centerline. E .' INTERIOR EXTERIOR E 3 VERTICAL CROSS SECTION v 50 10 Shown w/ADA threshold 39 N N SEE NOTE 1INTERIOR EXTERIOR B 0 0 K 36 37 38 30 31 32 SEE NOTE 1 50 33 34 K a a $ E 36 z i >> i ° ° a D s D . . E N�o �' .. .• 2 v 02116112 i °•`. scue N.T.S. 9 owc.BY. JK m' "s 4 VERTICAL CROSS SECTION5 VERTICAL CROSS SECTION CHIL BY.. LFS 3 1Q Inswing shown 10 Outswing shown DRAWING No.a FL-15210.6 " 0 psftEEr_LO of 19 N 8 K I R:\Oients\Piastpro,Inc PERNANENAA-Florida Product Appmvals\R-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-D2wfngs\FL 15210(2017)\FL-15210.1.6.dwg,11.6 I , I I , i z I � I � OVERALLHEIGHT t➢—/, HANDLE HEIGHT i O m 19O z ;71Z;�r m y I I H 10.04"i m I y � - l oaf I ox I o 4.63" o I = G O I ry �o m o-5�1 lox I o Rs b I �s m � z 8.82, 3 � 0 0 0 y ytltl�0.1" m � I I I I T T IT 5. � I I I ' I ��•SCFI11��/i//i �•�/, _ No.43409 s E Q PRODUCT: Document'Pnponld By.�� •• P N PRASIPRO INC. Lyndon F Schmidt /moi � ��•' J� N FIBERGLASS DOOE P.E No.'43409 ///•••/• • ,p\�� y rn 2 7 24 17 UPDATE 70 6TH ED. 2017 FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. Io x in 1 3 9 15 UPDATE TO 5TH ED. 2014 FBC JK I r� P.O. Box 230, Valrico, FL 33595 � ro NO DATE By 3—POINT LOCK DETAILS !/U phone No.- 813.659.9197 REVISIONS I IFBPE CA-No. 9813 ®2012 R.W.BUrLDrND CDNBULTAN19 INC. R:\0lents\Plastpm,Inc PERMANENT A-Florida Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(2017)\FL-1910.1-6.dwg,112.6 , 1 I I I � I � , I I I , I I ' I i .Z c Ca v � � T�T t1 z o � i { En' N I I i � I I ' I I I , i � T I I C I � ' N D V � I !7 0• ro I I m � O I 2425" 23.0 15Z � I ' I ' Cfty rrrii No.43409 q 17 �1 PRODUCT: Documents'Prepared By: f PRASTPROjINC. Lyndon F:.Sehmid! rri •%2D�•••Q��`�N I lav FIBERGLASS DOOE P.E. No. 43409 Z 1111111111! 0 2 7 24 17 UPDATE TO 61H ED. 2017 FBC JK PART OR ASSEMBLY: (BUILDING CONSULTANTS, INC. D r ti m Ito o x fq _ 1 3 9 15 UPDATE TO STH ED. 2014 M JK 3—POINT LOCK DETAILS i� �RO. Box 230, Valrico, FL 33595 rn IJ NO DATE BY Phone No.: 813.859.9197 REVISIONS IFHPE C.A. No. 9813 2012 R.W.BUILDING CGNBULTANTG INC. I I 49/16"JAMB F DIRECT TO MASONR JAMB(IYP (SEE SHEET 3" T, SEE HINGE y`.`C,a`�.•�•:'1`.*.... 4" (TYP.) 3" DETAIL(TYP.) �,lP.) mm 7'(TYP ! 0-- -- ----- -- — - — `*a' w �_ as fri��}•••'••• ••••t�``�,` g m m _ - - L 2X BUCK EE D li •11111.```t M `A TYP.HEAD - - - - �-- - - -- - -- -- - --- -S ETAIL2 _ - � ___ _ _ .- _ _ __ _ tit Inll: a owz MASONRY &JAMBS MASONRY G 1X BUCK m - - - - - -__ _•• __ _ Fa. g v Z X Z U OPENING -OPENING DIRECT.TO. EC N o L a MASONRY_ _ - fRAME — -4-911-"JAMB 7M1' ` a "� m o:a TYP.HEAD — _,_ 2X BUCK__ &IAMBS a 911-"JAMB H — DIRECTTO _-- -- - - __ MASONRY M . o O 2X BUCK ( ~-DIRECT=TO_ --� — — -- - -— - - Sa TYP. JAMB(TYP.)MASONRY ' -1X BUCK H - SILL D (SEE SHEEP 9) - °v u 2X BUCK L o ^0LU X oa � i T T 1 1 r; X W S DETAIL 1 Qd c� SUCKANCHORING ASTRAGAL SWKEJAM 8 FRAMEANCHORING HINGEJAMS HINGEDETAIL ?� O 1 XX XX DIRECTTO tnsvnng a a m a a a MASONRY M 28 1X BUCK H "m e9 a F 2XBUCK L L i ❑ 1� �d a O 4 x 11 � cv cv s 27 N 6 o s V DIRECT TO 'n e cortcRE7EANcyoR NOTES: LATCH 6 DEAD 80LTDEfAtt M MASONRY o� a 1.concrete anchartocations at the comers may be adjusted to maintain the min. HINGE DETAIL a edge distance to morfarjoints. 2 Concrete anchor locations noted as MAX.ON CENTER'must be adrysfed to (j 1 X BUCK Outswing o 0 maintain the min.edge dstonce to modar joints,addnonal concrete anchors 0. may beaensure the MAX.ON CENTER'dL 2X BUCK 3 menstonara not exceeded. r F r9 3 Concretee anchoranchor table: � ANCHOR ANCHdR N71N A1tN CtEARAtVCE M!N CLEARANCE 32 aim¢ Z TYPE SQE EM9IDMENY rOMASONFiY iOADJACEM ._, p p o +125 « Z U ELCOO 02116112 Z a LT N® 1/ scv.t: N.T.S. ° e 316 1.1/4^ AS SHOWN 1.11r DETAILi DETAIL2 Mo. JK m' raecoN DETAIL I wooD scREw INSTAttAnoN No7Es Astragal throw bolts Attach astrogal throw bolt cW.BY, LFS 3 at the threshold strike Asira ai throw bolts nL .Matntalnomin(mums/8'edgedfsfance,r•endcafance,&t^o.c.spaangot (Outswing) platp�rame - otthathreshold ORAWINONa.: N wood screws to prevent the sprifffng otwood. (inswing) FL-15210.6 a sN�Lt 13 of t gg N � I I R:\Qants\PiaslPm,InC PERNANEM\A-Forida Product Approvals\FL-15110 HVHZ Fberglass-Impact Opaque and Ciazed\C-Dravnngs\FL-15210(2017)\FL-15210.1.6.dwg,u.6 I I I � , I I I I Cn I � o , c� a o r P N O �D V y I o A 0.573" m I I Co I a -i I I y I m n l i I D >e z II H I 0.050^ Ci V � I PJD.31" I I I i I w � U6 o0~G W GD G� BogK. 3 b I W t, I I I , `%Ill 111/It � I I � •No.43409 � �� L *" yv Q PRODUCT- Documental P!.parad �i PRASTPRO INC. Lyndon F. Schmidt h t� FlBERGLASS DOOE P.E. Mo..43409 ! �i��•�Q icn in o z p�11NA�111�% r- ` y 2 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: I BUILDING CONSULTANTS, INC. ASSEMBLY- iC) 01 X u! _ 1 3 9 15 UPDATE TO 57H ED. 2014 FUC JK r� P.O. Box 230, ValNco, FL 33595 � N NO DATE BY ASTRAGAL DETAILS (Phone No.: 813.659.9197 REVISIONS IFHPE CA'No. 9813 ®2012 R.W.BUILDING 0....LTA-INC. I %Aalerzs\Piastpm,Inc PERMANENT\A-Florida Product Appmvals\FL-15210 HVH2 Fiberglass-Impact Opaque and Glazed\C-Drawings\FL-15210(7037)\R-15210.1.6.dwg,1 I 6.6 I I p c u� D D TOP c Z I I i r 1.75" a 1 I H I I I W W , 3 I C A 1 3 c �o 0 o CD rr I M CD m o i I s = i 3 �C I n3 N �a 00 Q ( y W D y-n cr $3 cJ. m ^ I y < n o = qoqD -AZT y C I I I = I N � y Z4 N I I I m H R I o• i y r 0 I O v y 5/16"0 i OTTOM I �J��tSCF/�,Jj�4i� v• Or'''': I� •• No.43409 g ' $ PRODUCT: Doeumona,I., 1d%r ; PRASTPRO INC. 'Lyndon F_ Schmidt '�j�•• WD, FlBERGLASS 000E P.E. No.143409 4i10111111��`t�1``�� 2 7 24 17 UPDATE 70 6'TFI ED. 2017 FBC JK PART OR ASSEMBLY: I (Q�]��(BUILDING CONSULTANTS, INC. Io x in 1 3 9 75 UPDATE TO 5TH m. 2014 FBC JK ASTRAGAL DETAILS YY p'— Boz 230, Valrico, FL 33595 � Iv NO DATE BY Phone No.: 813.859.9197 REVISIONS FAPE CAI No. 9813 2012 R.W.9UILaIN6 oa N6ULTANT6 INC. 1 r I I I i R:\Clents\Plastpm,Inc PERMANENT\A-Farlda Product Approvals\FL-15210 HVHZ Fiberglass-Impact Opaque and Gtazed\C-Orawings\FL-15210(2017)\FL-15210.1.6.dwg,17 I I I ' I f I I O I ' TOP/ C C,k T— c Z o q_q I O. ci 10 I o I I W =6 a I I r-1 m o av � m q O O ~ w I I I I --I I--0.32- CL 3 ' I � os � L S ° CD a a o I m 4 i° I I I I p I a = Z I w cq o I 0 3 I W N I BOTTOM l ��1luunpq I `N,�'JcENBF''�A No.43409 *^ $ f Q PRODUCT: Oeeumelde Lj o F n�1 Pmpare,tBy BSD DOLyndon Ftd P.E. No.OE i ,��•�'�' i y 2 —772-471-7 UPDATE 70 6TH ED. 2017 FBC JK PART OR ASSEMBLY: IDUILDING CONSULTANTS, INC. I� ,aol y 1 3 9 15 UPDATE TO 57H ED. 2014 FBC JK ASTRAGAL DETAILS ��/��P.O- Box 230, Valrleo, FL 33595 NO DATE BY I l�V Phone No.: 813.659.9197 REVISIONS FBPE CAI No. 9813 2012 R.W.BUILDING CaNSNL—H-1 INC. I f I � � I j R:\alentskPlasVm,Inc PERMANENT\A-Florida Product Appmvals\FL-15210 HVHZ Fiberglass-Impact Opaque and GiazecRC-Mawings\FL-15210(20I7)\FL-I5210.I-6.dwq,18.6 in �n oi 0 1:7 Z 03 040 00 1 0,5 cr cr M 0 0 FL FBF-1.3" 1.4- 17.1 :0 . . . w Ei 0.75' (D -75' 0 0.07- 0.937' .2 Ic 0.28' Z No.43409 PRODUCT: Document.Preps ftwl ]PRO Lyndon F. Schmidt, FIBERGLASS DOOE P.E. No.143409 to En INC. R o 2 7 24 17 UPDATE TO 7, NBC 111111110 .4,P— --- a I_ N_ JK PART OR ASSEMBLY.- BUILDING CONSULTANTS, INC. ') C UPDATE 10 W. P221i JK RWIP.O. Box .230. Valrico, FL 33595 0) NO. Y Phone No:: 813.659.9197 REVISIONS COMPONENTS FBPE CAI No. 91113 (1)2012 R.W.BUILDING CONSULTANTS INC. BILL OF MATERIALS 66 CONCEALED STIFFENER ALUM ��` ,••• •,0�' ITEM# DESCRIPTION MATERIAL 67 SLIDE BOLT ROD ALUM A 1 X BUCK SG>=0.55 WOOD 70 ASTRAGAL BY ENDURA ALUM rr B 2X BUCK SG>=0.55 WOOD 71 BOLT RETAINER(9-3/4") ALUM C 1/4"MAX.SHIM SPACE 73 SLIDE BOLT ROD STEEL =�4 z '0� 80 ASTRAGAL BY COLUMBIA ALUM �i�' ..,z Q"� D 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL � �''••., . s-2;; 81 FLUSHBOLT RETAINER ALUM �'� �`� >>' .m E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 82 FLUSHBOLT RETAINER ALUM ///rrr l I1��` o c;;o - - 301-OR HOLLOW-BLOCK CONFORMINGTO-ASTMC90--- ---- --- ---- - - - __--_ °N = 83 FLUSHBOLT ROD -- - - ---- - -STEEL - �- F #8 X 1-1/2"PFH WOOD SCREW STEEL' 88 2X REINFORCEMENT SG>=0.55 WOOD ^ - G 114"X 3 3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL IN. i 9 m l w — -- IL ---H— 3/-16°X 31/4"PFH ITW_CONCRETE SCREW` - _ STEEL D., a °°_ I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL V` —-—-- -- --- ------ ---a-4 c m-d a— — K #9 X 21/7'PPH WOOD SCREW STEEL o z L #10 X 2-1/2"PFH WOOD SCREW(1.1S'MIN.EMBEDMENT) STEELW — -�-- —M— 3/16X 2=1/4ITW CONCRETE SCREW— —STEEL -- — - - ------ ---- a a N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL P 1 XX 2-1/4"PFH ELCO CONCRETE SCREW STEEL s 1 POLY FIBER JAMB COMP./VINYL o 2 FINGER JOINTED PINE FRAME WOOD z$ 7 WEATHERSTRIP FOAM q� 8 DOOR BOTTOM SWEEP VINYL m 9 4'X 4"BUTT HINGE STEEL o u 11 #9 X 3/4"PFH WOOD SCREW STEEL a� m 22 3 POINT"TONGUE'MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEEL o 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a a 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL m 29 ADA THRESHOLD ALUM 0 ru 30 OUTSWING THRESHOLD ALUM/WOOD N 31 OUTSWING THRESHOLD ALUM/WOOD ^ 32 OUTSWING THRESHOLD ALUM/WOOD N N 33 OUTSWING THRESHOLD ALUM/COMP V) 34 OUTSWING THRESHOLD ALUM/WOOD 6 g q 35 OUTSWING SIDEUfE ADAPTER VINYL z d 36 INSWING THRESHOLD ALUM/COMP 12 f 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP 0-0. $ 39 INSWING SIDELITE ADAPTER VINYL >> DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR r,I F 40 CONSTRUCTION DETAILS N m¢ z 50 SIDELITE PANEL-SEESIDELITE PANEL DETAIL SHEET FOR ^n o CONSTRUCTION DETAILS a z o 55 #10 X 1-1/7'PFH SCREW STEEL DATE 02116112 i 57 BACKING PLATE STEEL 58 #8 X 7'PFH WS STEEL SME, N.T.S. 9 60 MULTIPOINT STRIKE PLATE STEEL owo.sf: X mm s 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY STEEL trot rd: LFS 3 65 DLP ASTRAGAL ALUM rnwnxo xa: FL-15210.6 " sx�r 19 of 19 a Florida Building Code Online � 3 ebs f d BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts 'iublications FBC Staff BCIS Site Map Links Search Honda Oil Product Approval ' USER:Public User i s`c t"- d" Product Aooroval Menu>Application Detail FL# FL 521 -116 Application Type Revision Code Version 2017 Application Status Ap roved ' I Comments Archived I r Product Manufacturer Pla t In ./Na p ya la tics Co p. Address/Phone/Email 5200 W CENTURY BLVD. I " LOS ANGELES,CA 90045 (440)969-9773 Ext 16 rickw@rwbidgconsultants.com ; I Authorized Signature Vivian rig t rickw@ rwbldgconsu ltants.com Technical Representative Scott Johnson Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 90045 (440)969-9773 Ext 18 I scottjohnson@plastproinc.com Quality Assurance Representative Ron O'Connell Address/Phone/Email 5200 W Century Blvd. Los Angeles,CA 900451 i (440)969-9773 Ext 16 ronoconnellftlastpro.com I I Category Swrr Subcategory lle Compliance Method Evaluation Report from a Florida'Registered Architect or a Licensed Florida Professional Engineer I 13 Evaluation Report i Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. 1 Evaluation Report Florida License PE-43409 I I Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. i Validation Checklist-Hardcopy Received Certificate of Independence FL15210 R6 COI (a) Certificate of Indeoendence.pdf Referenced Standard and Year(of Standard) Standard Year I ASTM D1929 1996 ASTM D2843 1999 I https://flon'dabuilding.org/pr/pr app_dt1.aspx7paranNwGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8x]3vDdrXKxpoHIdA%3d%3d[1/3/2 i 18 2:16:32 PM] I I I I I , Florida Building Code Online i ASTM D635 1998 ' ASTM D638 2003 ASTM E1300 2004 ASTM E84 2005 ASTM G26 1995 G 155 I 2005 TAS 201,202,203 1994 i Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15210 R6 Equiv (a)(Equivalency of Standards.pdf Sections from the Code Product Approval Method Method 1 Option D i i Date Submitted 08/13/2017 Date Validated 09/18/2017 Date Pending FBC Approval 09/20/2017 Date Approved 12/12/2017 i I Suminaty of'Products " 'T �it '�." .`j I FL#. Model,,,Number or Name Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8"Impact'Opaque Fiberglass Single Door- Grain/Rustic/Mahogany Series O Inswing/Outswing (X,-Configuration) Fiberglass Door I i , I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 IT (b)11rist 15210.i.pdf Approved for use outside HVHZ:Yes Verified B,(:!Lyndonl F.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation 1Reports' zM Other:See INST 15210.1 for Design Pressure Ratings,any FLI 210 16 AE (b)''Eval 15210 l,pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 15210:2 b.Smooth/Wood"Grain/White Wood., 6'8"Impact"Opaquelhberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series'0 Sidelites-Inswing/Outswing{{(OX or XO,OXO-Configurations) 'Fiberglass°'Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes EC1'52111 R6 II (bInst 15210.2ipd£" Approved for use outside HVHZ:`Yes Verified By Lyndon'+F Schmidt,P.E.43409 Impact Resistant:Yes Created bylIndependent Third Party:,,.Yes Design pressure:;N/AEVA tion 1Reports''1 Other:See INST 15210:2 for Design Pressure Ratings,any FL,1 5210' R6 AE (6ljEvat 152,101 2 pdf' ' additional,use limitations-installation'insiructionsand product Created bylIndependentThird Party:°Yes, particulars: x ( M16! 15210.3 c.Smooth/Wood Grain/White Wood 6'8"Impact Opaque Fiberglass Double Door with or without y Grain/Rustic/Mahogany Series O Sidelites-Inswing/Qutswind (XX; OXXO-Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210 3 pdf Approved for use outside HVHZ:Yes Verified By: Lyndori,,F.Schmidt,P.E.43409 Impact Resistant:Yes Created byiIndependent Third Party:Yes Design Pressure: N/A Evaluation Reports' Other: See INST 15210.3 for Design Pressure Ratings,any FL15210 R6 AE (6),Eval 15210 3 pdf additional use limitations,installation instructions and product Created byl Indepe i dent Third Party:Yes particulars. 15210,4 d.Smooth/Wood Grain/White Wood -6'81 "Impact"Glazed Fiberglass Single'Door-Inswing/Outsw'ing Grain/Rustic/Mahogany Series-O (X' Configuration) i' I Fiberglass,Door https://flon'dabuilding.orgtpr/pr app_dd.aspx7param---vGEVXQwtDgv3yVVK]ZIQRCFPqu8gbCgpaL%2fcMd8xBvDdr)CKxpoffidA%3di o3d(1/3/20182:16:32PK I I I, Florida Building Code Online Limits of Use Installation 11,istructions i Approved for use in HVHZ:Yes FL15210 R6 II Inst 15210.4.13df Approved for use outside HVHZ:YesVerifed By: Lyndon F:Schmidt,_P.E.43409 s Y , Impact Resistant:Yes Created by Independent Third ParyYes Design Pressure: N/A Evaluation Reports s Yg X T DesignPressure Ratings,.any FL15210 R6' AE (b)Eval 15210.4. d[�f additional use limitations,4instaaton'instructions and product Created by Independent Third Party:'Yes ' a icu ars f•.i t - 15210.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Glazed Fiberglass Single Door with Sidelite or _ Grain/Rustic/Mahogany Series 0 Sidelites-Inswing/Outswing(OX or XO; OXO-Configurations) Fiberglass Door , " r, Limits of Use Installation'Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Inst 15210.5.pdf Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409 4.?r, Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports' Other:See INST 15210.5 for Design Pressure Ratings,any FL15210 R6 AE (bj Eval 15210.5.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. 15210.6 f.Smooth/Wood Grain/White-Wood 6'8"Impact"+Glazed Fiberglass Double boor with,or without Grain/Rustic/Mahogany Series O Sidelites-Inswing/Outswingl(XX;OXXO-Configurations) f Fiberglass Door Limits of Use Installation.Instructions r� Approved for use in HVHZ:Yes FL15210 R6 II (�l3nst 15210.6.pdf Approved for use outside HVHZ:Yes Verified By:i Lyndon+F1 Schmidt,P.E.43409 s it Impact Resistant:YesCreated by Independent Thii d Party:Yes Design Pressure: N/A Evaluation Reports. t �1 Other:See INST 15210:6 for Design Pressure.Ratings,any FL15210 R6 AE (f,�°Eval 15210.6. d(dff additional use a limitations,installation instructions and;product Created by Independent Third Party:Yes particulars. i f E� 15210.7 g.Smooth/Wood Grain/White Wood 8'0"Impact'•Glazed,Fiberglass Single Door-Outswing (X- j Grain/Rustic/Mahogany Series O Configuration) Fiberglass Door t Limits of Use Installation.Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b) Inst 15210J.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 EvaluationlRepoft Other: See INST 15210.7 for Design Pressure Ratings,any FL15210 R6 AE M Eval 15210.7.pdf additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. 15210.8 h.Smooth/Wood Grain/White Wood 8'0"Impact,Glazed[Fiberglass'Single Door with Sidelite or Mq Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(OX or XO; OXO-Configurations).,FiberglassDoor i -1 Limits of Use Installation Instructions t s Approved for use,in HVHZ:Yes FL15210 R6 II (b)i nst 15210.8.pdf PP ' ( Approved for use outside HVHZ:Yes Verified By. Lyndon F'. Schmidt,P.E.43409 Impact Resistant:Yes. Created by,IndependentThlyd Party:Yes n Design Pressure: N/A EvaluationReporte I t Other: See INST 15210.8 for Design Pressure Ratings,any FL15210 R6 AE (Ii)'+Eval 15210.8.pdf, additional use limitations,installation.instructions and product Created bylIndependent Third Party;Yes particulars. _ f 15210.9 L Smooth/Wood Grain/White Wood 8'0"Impact"Glazed'Fiberglass Double Door with or without Grain/Rustic/Mahogany Series O Sidelites-Outswing(XX; OXXO-Configurations) ' + f 4 Fiberglass Door l Limits of Use Installation Instructions C u Approved for use in HVHZ:Yes FI-15210 R6 II (b)Inst 15210.9.pdf Approved for use outside HVHZ:Yes Verifed By Lyndon F. Schmidt, P.E.43409 Impact Resistant:Yes Created by'Independent Third Party:Yes ass Design Pressure: N/A Evaluation Report's; y Other:See INST 15210.9 for Design Pressure Ratings,any FL15210 R6 AE (b) Eval 15210.9.pdf en additional use limitations,installation instructions and product Created by'Independent Third Party: Yes Ems, particulars. 15210:10 I.Smooth/Wood Grain/White Wood 8'0"Impact"Opaquej;Fiberglass Single Door-Outswing(X- K A Grain/Rustic/Mahogany Series O Configuration) i l r , Fiberglass'Door ' ',iI Ia f apt I I https://floridabuilding.orgtpr/pr app_dtl.aspx?paramwGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdr)CKxpoHIdA°/a3d%3d[1/3/20182:16:32PM] I Florida Building Code Online Limits of Use InstallationInstructons j Approved for use In HVHZ:Yes FL15210 R6 II (¢LIn'st 15210 10.pdf t I" a Approved for use outside HVHZYes Verified By: Lyndon F;Schmidt,P.E.43409 Impact Resistant:'Yes Created by Independent Third Party:Yes, Design Pressure:N/A Evaluation Reports; 3 Other:See INST 15210.10 for Design Pressure Ratings,any FL15210 R6 AE fb) Eval 15210.10.odf additional use limitations,installation instructions and-product. Created by Independent Third Party:Yes particulars. ` 15210.11 k.Smooth/Wood Grain/White Wood 8'0"Impact"Opaque Fiberglass Single Door with Sidelite or Grain/Rustic/Mahogany Series 0 Sidelites-Oiltswing (OX or XO; OXO-Configurations) Fiberglass Door ! i I Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)(Inst 15210.11.pdf Approved for use outside HVHZ:Yes Verified By:,LyndoniF.Schmidt, P.E.43409 Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other: See INST 15210.11 for Design Pressure Ratings,any FL15210 R6 AE U Eval 15210.11 pdf h additional use limitations,installation instructions and product Created by Independent Third Party:Yes y _ particulars. r rk�z 15210.12 1.Smooth/Wood Grein/White Wood 8'0,"Impact"i Opaque�aFberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites-Outswing(XX; OXXO-Configurations) Fiberglass Door �. - c k Limits of Use Installation instructions Approved for use•in HVHZ:Yes Ila R6 II (b)i''Irtst 15210.12.pdf Approved for use outside HVHZ:Yes Verified By Lyndon'F Schmidt,P.E.43409 Impact Resistant•Yes Created by,Indepenl'6nt Third Party:Yes DesigmPressure••N/A EvaluationjReportsj f Other:See INST 15210.12 for Design Pressure Ratings,any FLIS210 R' AE (bJ`Eval 15210.12.pdf -additional use limitations,installation instructions and product Created by Independent Third Party:Yes particulars. + 15210.13 m.Smooth/Wood Grain/White Wood 8'0"Impact j Opaque Fiberglass Single Door with Surface Bolts «� <" Grain/Rustic/Mahogany Series O -Outswing (X-Configuration) a rb, Fiberglass Door r � k Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)'Inst 15210.13.pdf 1< gyp ` A Approved for use outside HVHZ:Yes Verified By Lyndon'F.Schmidt, P.E.43409 n _ Impact Resistant:Yes Created by'Independent Third Party:Yes Design Pressure: N/A EvaluationlReports Other:See INST 15210.13 for Design Pressure Ratings,any F1_152 0 R6 AE (iz) Eval 15210 13 pdf additional use limitations,installation instructions and product Created by-Indeperident Third Party:Yes particulars. IN 15210;14 n.Smooth/Wood moo h/Wd Grain/White i /Series Oood 8'0"Impact, I ive D"Opaque Fiberglass Double Door with Surface Bolts P oor panel Outs'ing(XX,-Configuration). . FiberglassDoor i is Limits of Use Installation Instructions I Approved for use-in HVHZ:Yes FL15210 R6 II (,Inst 15210.1412df. Approved for use outside HVHZ:Yes Verifed By: Lyndon,F Schmidt, P.E.43409 x "l Created by�Indeperident Third Party:Yes Impact Resistant:Yes ? �� _ Iuationl Reports; f > fif >, ,= Design Pressure• N/A Eva 3` Other:See INST 15210.14 for Design Pressure Ratings any FL15210 R6 AE (6Fval 15210.14.pdf` additional use limitations,installation'instructions and product Created byIndepend'ent Third Party:Yes particulars. . J 15210.15 o.Smooth/Wood Grein/White Wood 8'0"I A ` a�,txr mpact"Glazed Fiberglass Single Door utilizing the xx Grain/Rustic/Mahogany Series 0 WINDSERT+an operational window insert-Outswing (X- Fiberglass Door Configuration) I i - Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15210 R6 II (b)Tnst 15210 15 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 Report's Other:See INST 15210.15 for Design Pressure Ratings,any FL15210 R6 AE (I ) Eval 15210.15.pdf additional use limitations,installation instructions and product Created by Independent Third Party: Yes particulars. Y I I https://floridabuilding.orgtpr/pr app_dti.aspx?param--wGEVXQwtDgv3yVVKJZlQRCFPqu8gbCgpaL%2fcMd8xBvDdrXKxpoHIdA%3d%3d[1/3/20182:16:32PNU I ' Florida Building Code Online I j f Contact Us::2601 Biair Stone Road,Tallahassee FL 32399Phone:850-487-t 824 i The State of Florida Is an AA/EEO employer,Copyright 2007-2013 State of Florida,::,pjivacv Statement I:;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 maybe 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 k here. Product Appclicroval Accepts: � 11�'." Fg A I eChsck E Credit'Cai I i i I I I , i https://flo'dabuilding.org/pr/pr app_dtl.aspx7param=wGEVXQwtDgv3yVVKJZIQRCFPqu8gbCgpaL%2fcMd8xBvDdrM(xpoHIdA%3d%3d[1/3/2018 2:16:32 PM] R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197 I Florida Board of Professional Engineers Certificate of Authorization No.98137 .` ' I Product / R'I/ • I I l ' AugrustI0,2017 Product Cate o Sub Category Manufacturer roduct ame 9 ry Plastpro,Inc. Smooth/Wood Grain/White Wood Grain Exterior Swinging Exterior Door 5200 W.Century Blvd. Rustic/Mahogany Doors Assemblies Los Angeles,CA 90045 I Series O Fiberglass Door Phone 440.969.9773 Inswing/Outswing-"Impact" !Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E J(System ID#1998)for Plastpro Inc.,based on Rule Chapter No.61 G20-3, Method 1 D 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 acquirefinancial,interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named erein. I Imitations: 1. This product has been evaluate and is in compliance with the 6th E ition(2017)Florida Building)Code 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 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 I resistant covering. I I ' I 4. When used in areas outside of the"HVHZ"requiring wind borne debris protection this product complies with FBC Sections 1609.1.2& R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"b""and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. I 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-15210.4 require further engineering.;analysis by a licensed engineer or registered architect. l � 7. Outswing configurations meet water infiltration requirements for"HVHZ". All other config I rations'do not meet the water infiltration requirements for the"HVHZ"and must be installed only in non-habitable areas or at habitable locItions protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is les t 4 d gr s, j S�aling FL 5 1,0. fo si e a d esi n re ur li upoc a ts. 1. Test Report No. Test Standard Testing Laboratorvc," Siqned by TEL 01390365 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab,;Inc. ! Lyndon F.Schmidt,P.E. TEL 01391846 TAS 201-94,202-94&TAS 203-94 Testing Evaluation Lab.;Inc. I William Shelton,P.E. ETC-05-255-16776.0 ASTM D 635-918,638-03,1929-96&2843-99 ETC Laborati ries I Joseph L.Doldan,P.E. ASTM G 26-95 I I ETC-06-255-17412:0 ASTM E 84-05 ETC Laboratories Joseph L.Doldan;P.E. ETC-07-209-19303.0 ASTM D 635-98,638-03,1029-96&2843-99 ETC Laboratories Ben Meunier 2. Miami-Dade NOA Materials 17-0712.05 Saflex PVB Interlayer(Eastman Chemical Company) ' 16-0314.11 Royal Mouldings(Ext.PVC) 3. Drawing No. Prepared by I , Signed&Sealed by No.FL-15210.4 RW Building Consultants,Inc. CA#9813 ©�B�B®81eQ�o� 4. Calculations. Prepared by ( ) %%%%% SG S^�'°HI f4 Lyndon F.Schmidt,P.E. ,os i Signed&Sealed by Anchoring RW Building Consultants,Inc.(CA#9813) , 0� Qo® a � f�S � Lyndon F.Schmidt,P.E. ASTM E 1900 Glass Load Lyndon F.Schmidt,P.E. o No 4.3409 v 5. Quality Assurance ©3i a STATE! OF O lit�•' d.``®o0 Lyndon F.Schmidt,P.E. ee;, 9/ � FL PE 43409 Sheet 1 of 1 °acct,@68&►� I I I ; .•j.•' •-O U M 5200 W. CENTURY BLVD.plastpro ' Z ' LOS ANGELES, CA 90045 '''• "' c�5`'� I -- _----- —_--- _--_ _--_--- 37.50"MAX.OVERALL ��glllr p�� z C;;;6 - - --- --- - --FRAME WIDTH --- —- -— — °-N Z - Smooth / Wood Grain / White Wood Grain - - - --- 9p xz� --RUstc /Mah_ogany-- 9 O o a - _:- - - - Series O Fiberglass Door a:� INSWING/OUTSWING VZ —�,---- --- —1, r - — o° 3K: IMPACT' — - — -- F y c GENERAL NOTES z L.2 H 1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building S o d Code (FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). O ?o o Uj 5sc s 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base 0 material shall be beyond wall dressing or stucco. = i N 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and �;o o does not require an impact resistant covering. o Q 4. When used in areas outside of the" VHT'requiring wind borne debris protection,this product > al a � o' complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering. o m This product meets missile level"D"and includes Wind Zone 4 as defined In ASTM E 1996 and FBC N i7 Sections 1609.1.2.2&R301.2.1.2.1. `O q ' 5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry 00 construction. N N U) " P„W 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a o licensed engineer or registered architect. 7. Outswing configurations meet water infiltration requirements for"HVHT'.All other configurations do not meet the water infiltration requirements for the"HVHT'and must be Installed only In non-habitable a g areas or at habitable locations protected by an overhang or canopy such that the angle between n the edge of canopy or overhang to sill is less than 45 degrees. _ TABLE OF CONTENTS ^n o N e SHEET# DESCRIPTION SHEEP# DESCRIPTION z 1 Typical Elevations,Design Pressures&General Notes 8 Horizontal&Vertical Cross Sections(Direct to Masonry) MAX DESIGN PRESSURE(PSF). N^z o 2 Door Panel Details 9 3-point lock details CONFf GURATION FRAME —02116112 3` Lite frame details and glanng details 10 &point lock details DIMENSION POSITII/E NEGATIVE i sL:C. N.T.S. 9 4 Horizontal&Vertical Cross Sections(2X Buck) 11 Buck and frame anchoringOWO.BY: JK m S 5 Horizontal&Vertical Cross Sections(1X Buck) 12 Components X 37.5"x 82.0" +75,Q -]§,Q 6 Horizontal&Vertical Cross Sections(Direct to Masonry) 13 Bill ofmateriaI CHV_OC LFS 3 e e s & h r a e i e ria a esig pressure imr a ons owxAxo No.: s 7 Vertical Cross Sections(Thresholds) FL-15210.4 " 0 SHEET OF 13 D c 0.7" Gl G2 2.6'— ��` TOP RAIL J`•l OA" EXTERIOR 0.4" (COMP.) �_ � L M a 'a: �� .. a •a•, ;e• ...ti. •e •. .i 1 T �N � d * '•�'� �rn _ - INTERIOR 1 3 - - rn nut 8 p..z° O - -CAP(PVCJ-- ---- --- --- ---- CAPPVC -- ( ) LATCH STILE(LVL) z c z° - --HINGE STILE(LVL) -- ` E -m° N-- -— - — -�'-HORIZONTAL CROSS SECTION- ------ — _ %a.• = — \ 6 " m a a - -- .;, E ,°° 1-9 35.75"DOOR NARDWARETABIE �o WIDTH M DE51t"aN.: Zo •c� MANUFACTURER .. MODE4 PRESSURE 3 o 0 2 KNOB: SIGNATURESERIES _75 G1 D + u 2 � D O T: St N TU S I G2 D m o kN6B: ' SRI (41)' o SCHLAGE DEADBOLT: 'B'SERIES(B60/62) ±75 m o 0 / o / 75 INTERIOR EXTERIOR a PAMEX DEADBOLT: FD7SERIES ± x Y r o &tj � 2 HOPPE MULTIPOINT LOCK: HL590003•POINTMNGUE t 50 o u 0 0 1 ENDURA MULTIPOINT LOCK: TRILEHNIUM3000(3•PT) }75 N q 2 X o •••• z p See sheets 6 and 7 for multipoint lock details. 0 a Y• :. SEE HARDWARE .` . o TABLE HBERGLASSSKIN (0.125'MIN.THK.) a' e / FOAM CORE >> z �' SEE HARDWARE (POLYURETHANE- ,•.4• n^ TABLE 1.9 PCF MIN.) o- m •. •. N"Q F zo CL BOTTOM RAIL { >' Y'• —02116112 i D (COMP.) scree N.T.S. M.er: JK m s" 40 DOOR PANEL �2�VERTICAL CROSS SECTION C°`�' d 2 - DRAWNG NO.: N s FL-15210.4 0 N sKU 2 oR 13 a a 24.27'MAX. FRAME WIDTH 5/8"GLASS BITE 20.50"MAX. +X ••� D.L.O.WIDTH A3 STRUCTURAL SIUCINE)DOW 995) __, EXT. Vy�Y' 's d i ..( * LL m 1"OVERALL GLASS THK. .... ... U 1/8"ANNEALED GLASS ry 1.86" 1.86" ��i�'�'' �`� >> m 0.090 SAFLEX®PVB- ---- ',� �I►„`,` ED_ i In INTERLAYER - -- -- - ----- - -- -- -- - -- o c — - - 1/8"ANNEALED GLASS (� �p E m ?m c a r c7 _AIRSPACE 9_aLa — -- - '-- --- -1/8"TEMPERED GLASS---- - --- - 4-- --- PP.) c ALUMINUMSPACER E EXL FRAME INL FRAME S c° cs o A3 A4 40 NON STRUCTURAL SEALAMa ---- O-' - - -- -- - A4 ----#T-19X1=3/4"PPH SELF-DRILUNGSMS -- -- --- - - - - - - - --- ----- d G1 GLAZING DETAIL INT. � h� ?o ¢.)-iQ. 0 e ' LIIEfRAMErA9iE �� yW� u 4'25 ��MANUfACTURERAXDESIGN:i, am a (TYP.) PRESSURE S z ODL LRE FRAME ODL ±75 0I 2 a 24"MAX. FRAME WIDTH RSL ±60 >; ti 20.75'MAX. E D.L.O.WIDTH q na L V N N I/7'GLASS BREz A5 8 9 1-1/4"OVERALL THK.GLASS STRUCTURAL SIUCINE)DOW 995) 1/8"ANNEALED GLASS m _ = 0.0901-SAFLEX®PVB o p6 INTERLAYER a a o (nP) z 1/3'ANNEALED GLASS Z 1.06" a � O ^ AIR SPACE s 1/8"TEMPERED GLASS 1/7'NON-GROOVESWIGGLE o w/DELCHEM#80 POLYSULFlDE A7 40 1 5, DATE 02116 12 c 1/8"BACKFILL A6 saM N.T.S. d #10 X 1-3/4"PPH WOOD SCREW DWO,er: JK A5 EXr FRAME IM FRAME SCREW CAP 3 S INT G2 GLAZING DETAIL A6 A7 cm sr. " I DRAWING NO- N FL-15210 4 0 RSL LRE FRAME SHEET 3 of 13 0 a • R:\Oients\Plastpro,Inc PERMANWRA-Florida Product Approvals\FL-15Z10 HVHZ fiberglass-Impact Opaque and Glazed\C-Drdwings\FL-15210(2017)\FL-I52.1-6.dwg,4. i Go f I , A ops m O O t D Nto m Q 2 r r a l ' o ' (a N -. OD W 00 sa W .o Ant N x o A co v In W O 0 A N H V W P W OS A Oo Oo N O.K3 IAN A N ap A A �yo oath >o V `nom aCie a 3 mN n co Z � ' z I I M I m I i Om A p< m 17 M o I A a I R � V M c v a M A , w. r 1 ,11111111/f/f2 0.15'C-SINK gyp) I ``��V,.�%ICEN@F�� 1-1/4"MIN. 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P.) r No.43409 PRODUCT: ; Document.Pmpamd etc R P PLASTPRO INC: Lyndon F. s:hmTdt I i FIBERGLASS DOOR P.E No.i 4340s i / q�It `` N_ y 2 7 24 17 UPDATE TO 6TH m. 2017 FVC JK PART OR ASSEMBLY: IBUILDING CONSULTANTS, INC. In 1 3 9 15 UPDATE TO 5TH ED. 2014 FVC JK r� P.O. Box 230,Valrico, FL 33595 Iw t. x N NO DATE 6( HORIZONTAL & VERTICAL by I Phone No!: 813.659.9187 REVISIONS CROSS SECTIONS (IX BUCK) FBPE CA'No. 9813 ®2016 R.W.BUILDING C-1.11-NT6 ING. I I I I R:\Clents\PIastpro,Inc PERMANENT\A-Rarida ProdUct Approva6\FL-15210 HVHZ Rberglass-Impact Opaque and Glazed\C-Dravdngs\R.15210(2017)\FL-15 10.Ifi.dwg,6I4 3 p , i M ' dam- < 3.�N 03 ° V a Z I IA IA I aa I I rn Mc � � I H V N I m Sy O_ oIn I O ' 1 � I l M � I I M n 22 OS m o i o j °~n o Z M ... I I 1-1/4"IvVN. i ```tp1n111rgrl�' EMB.(TYP.) 1z_ No.43409 o Q PRODUCT: Dacamanta Prepared By:;��i r'1 PLASTPRO INC. I Lyndon F Schmidt I N FIBERGLASS DOOR P.E. 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WxmW '.'i NVQ F E ' EXTERIOR E E n M m m Z EXTERIOR E a^z n° 1-114 MIN. 1-1/47MIN. M 1-1/4'MIN. DATE 02116112 i EMB.(TYP.) EMB.(TYP.) EMB.(TYP.) sr.r N.T.S. ° 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION �)HORIZONTAL CROSS SECTIO mvo.e+ JK e l Shown Direct to Mason $ Shown Direct to Masonry8 Shown Direct to Mason Cm ec LFS 3, $ Shown Direct to Mason 1Outswing only w/6-9/1 f'amb d Outswing only w/4 9/16'jamb ut 'n only w/4-9/1 jamb Outswing only w/6 9/16'jomb 1 owFL 15 N n FL-15210.4 a SHEET 8 of 13 N D d R:kCg,,nts\Mastp.,Inc pERMANBTTV,-Flodde product Approvals\FL 15710 KOZ Merglaw-Dnpad Opaque and Glazed\C-Drawings\R X10(2017)18.- 0.1.6.dwg,9i4 D Z c , OVERALL HEIGHT vD—i HANDLE HEIGHTri I o I I C= i M G) � I CAP 10.04" y + ! 1 o ``- o 3o I ..4 O m 0 p , 47 l �s + m= I 8.82" 3o a ® C U ® I �-0.1" j M + I l I I � I { I Z I I O co c ON c c O(q j0 n c0 7% j0 nl Ch ar_ i 3.61"� �+ w I�-15"• w ```%%,I,I I11��'' 43.09" F,SC1. ss Z ••I No.43409 Q PRODUCT: Document Prepared By:��.(• •• `� PLASTPRO INC. I Lyndon F. Schmidt{ 4�••' fl��0 FIBERGLASS DOOR P.E. No.j4340s $ y rnINO, 7 24 17 UPDATE TO 6TH ED. 2017 FBC JK PART OR ASSEMBLY: (�Q BUILDING CONSULTANTS, INC. UPDATE TO 5TH ED. 2014 FBC JK P.O. Box 230, Valrico, FL 33595 � tv DATE BY 3-POINT LOCK DETAILS Phone No.: 813.659.9197 REVISIONS FBPE CA l No. 9813 0 2012 R.W.BUILDING CCNSUL-NTS INC. + � I I ' 1 ' t i - I R:\CllenS\Plastplo,Inc PERMANENi\A-Florida Plodud Approvals\R.-15210 HVHZ Fiberglass-Impact Opaque and Giamd\C-DrowbIgAFL-1S210(2017)\FL-IS2I 0.1.6.dwg,1 i 4 1 I i I I i lei I I I i i I I I I I i � i I i wo I I c 'O io sz nZ ° I j In .I ' I 0 0 Q 0 I N1 i I � I i I I I A c A~ 7% <� 4n Co. o � V I • rn' I I � 24.25' 23.0' I 15.0" I � ,``Lt►11111t�////i i � �� •SCH / /i G/ I ` No.43409 I 19c/ �'*• * :fit PRODUCT: Documents Prepared f� PLASTPRO INC. Lyndon F`Schmidt 1 N FIBERGLASS DOOR P.E. No. 43409 ,o� N•• y 2 7 24 17 UPDATE TO 6TH ED. 2017 F73C JK PART OR ASSEMBLY: BUILDING CONSULTANTS. INC. y i 3/9/T5 UPDATE TO 5TH ED. 2014 FBC JK P:O. Box 230,VGlrico, FL 33595 to NO DATE gY 3-POINT LOCK DETAILS phone No:: 813.659.9197 REVISIONS FBPE CAI No. 9813 ' ®201 2 R.W.BUILDING CONSULTANT.INC. j I I I 4" /16"JAMB P DIRECT TO MASO RY J B P. \\0��i (TMP ) (SEE SHEET 8) .`\\A % =�..'••• .... • /' a a.. rT t • max �' Zg tin"!0 4� e, d SEE HINGE- ;_..... • D TYP,HEAD DETAIL(TYP.) 2X BUCK- L - - °u ••z -- --_-_ -_ 8 JAMBS ° C+ 1X BUCK z c°m _—l_ - DIRECTTO' - 'o - --- �� p,�a — MASONRY— �- - MASONRY J -D MASONRY -_+D-a f-E OPENING OPENING TYP.HEAD cz --- -- - 8 JAMBS -- -----.-- --- — - a "s � FRAME - -- ------ -- - --------- z a o: s 2X BUCK 44/16"JAMB M O z$ 2X BUCK �6 q/i b"JAMB N 7 DIRECT TO h —0 " MASONRY Q. m -+ JAMB(TYP.) � a (SEE SHEET 8) a � m a •p ADA SILL a ( ONLY y a 44 N N BUCKANCHORING STRiKEJAMB aFRAMEANCHORiNGHlNGEJAMB B Pu z Masonry construction x (n rr � CONCRETEANCHOR NOTES: t.Concrete anchorbcallons at the comers maybe adjusted to maintain the min. DIRECT TO edgedi.,nce to modDIRECTTO arlolnis. DIRECT TO MASONRY M o $ 2 Conaafanchorbcationsnotedas"MAXONCENTER'mwstbeadtwstedto AIXBUCK MASONRY o.a ts 5 malntaln the m1n.edge distance to modarjolnts,additional concrete anchors 28 MASONRY 1 X BUCK G M x may be requaed to er&m the MAX.ON CEARER cftwston are not exceeded 9 IXBUCK ~ w z 3.Concrete anchor table 2X BUCK 4 w a ANCNQR ANCHOR MtN MtN CtEARANCE MtH:CtEARANCE 2X BUCK 5S 2X BUCK TYPE 511.E EN..... M TOMASpNRY TO:AD.(ACENf; 2X BUCK irn Eas;E: AxcNOR 1XBUCK1i DIRECT TO 11 M 11 a z o° TAPCONe 1/4" 1.1/4" T r M MASONRY 11 �1t 02 16 12 a DIRECT TO 11 ❑ 11 LTRACON" 1/4" TAX 1• a^ MASONRY G 1X BUCK s� N.T.S. o dee TAPCON® 3/16° 1.1/4" AS SHOWN 1.1/2" 27 5g 2X BUCK CHIC.G* LFS 9 I,WOOp SCREW INSTALLATION NOTES: - DRAt51N0 ttD.: k$i Malnfa ns a minimum 5/e"edge distance.!'end distance,&l"o.c.spacing of LATCH E DEADBOLT DETAIL HINGE DETAIL HINGE DETAIL N_ FL-15210.4 wood screws to prevent The splitting of wood. insN9nS Oulswing a a • R-.XCHents\PIastPr0,Inc PERMANWT\A-Rarlda PmductApprovals%FL-15220 HVHZ Rberglm-Impact Opaque and GazedXC-DraMngs\FL-15210(2017)\FL-15210.1-6.dwg,114, 111125" II CL Q 50 DIE IA � zc r* L—.25' 03 00 0 1.4 0.65"— ct cl Ill. cl� Ric oh w 0 0.937" .7S' 0.71 o *-!AR 4340 �Z No.43409 aa Tg 4 Q PRODUCT. Do.urne PLASTPRO INC. nta repcndt .......... d Schmid FIBERGLASS DOOR P.E No. A3409 UP _.gK PART OR ASSEMBLY. BUILDING CONSULTANTS, INC. 2 UPDATE 12 a UPDATE TO 2014 FBC _LK_ P.O. Box 230, Valrico, FL 33595 I w Rw AT E; NO, DATE BY COMPONENTS •Phone No.: 813.659.9197 . REVISIONS I I FBPE CA INo. 9813 0 2D 1 2 R.W.BUILDING O—U-8 INC. • d�r BILL OFMATERIALS „ O• �L.�r mvt AW Sl► N ITEM i DESCRIF1foN MATERIAL ❑ `a1' qA 1XBUCKSG>=0.55 WOOD 'Vr' e^ B 2X BUCK SG>=0.55 C 1/4"MAX.SHIM SPACE WOOD jq:, �` t }•' •........ � >> m -- ___D _ 11.4"X 2-314 STEEL ELCO OR{iW CONCRETE SCREW MASONRY-3X00 PSI MIN,CONCRETE CONFORMING TO ACI - E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE X z° - - <. G 3/16'x3.1/4"PFH ITW CONCRETE SCREW-_ STEEL �+ E =m m -T-'� --I— -1/4'X-1:3/4"PFH-ELCO OR-ITW CONCRETE SCREW— STEEL - - - .- v�a� 9 p o a J 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW -- v, 'm a. IT a STEEL K i14"X2-i/4"ITWCONCRETE SCREW STEEL _ �~'' r --- —--L-. #-10.X 2-1/2'PFH_WOOD_SCREW 1..15'MIN.EMBEDMENT) STEEL ge vlz p M 3/16°X 2-1/411W CONCRETE SCREW STEEL:— - --- ---- -------- $ a �'""a N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL - Q P 114'X 2-1/4"PFH ELCO CONCRETE SCREW STEEL 0 1 POLY FIBER JAMB COMP./VINYL cr -13 2 FINGER JOINED PINE FRAME WOOD zo 7 WEATHERSTRIP 8 DOOR BOTTOM SWEEP FOAM yM g 9 4"X 4"BUTT HINGE STEEL " o 6 11 #9 X 3/4PFH WOOD SCREW STEEL a 22 3 POINT'40NGUE"MULTIPOINT LOCKSET(Mfg.BY HOPPE) STEEL o 23 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) STEELIL o 25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL a 27 LATCH STRIKE PLATE STEEL 28 DEADBOLT STRIKE PLATE(SECURITY) STEEL m 29 ADA THRESHOLD ALUM ca 30 OUTSWING THRESHOLD ALUM/WOOD e 31 OUTSWING THRESHOLD ALUM/WOOD n.r 32 OUTSWING THRESHOLD ALUM/WOOD 33 OUTSWING THRESHOLD ALUM/COMP s 34 OUTSWING THRESHOLD ALUM/WOOD 0 ol 36 INSWING THRESHOLD ALUM/COMP , d 37 INSWING THRESHOLD ALUM/WOOD 38 INSWING THRESHOLD ALUM/COMP a�u 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS o $ 55 #10 X 1-1/2'PFH SCREW STEEL 57 BACKING PLATE STEEL r 58 #8 X 2'PFH WS STEEL r 12 60 MULTIPOINT STRIKE PLATE STEEL 62 ENDURA TRIEENNIUM 3004 LOCK ASSEMBLY STEEL w z ME.02116112 1= s�uF N.T.S. 9 s" M.M X m' cm ar: LFS S DPAINO NO.: FL-15210.4 N 0 SHtET 13 OF�3 N di � Florida Building Code Online Md9.al..ert — SCIS Home Log in I User Registration + Hot Topics I Submit Surcharge i Stats&Fads I IPublications,'l l FBC Staff i BCIS Site Map, Links 'Search' Florida W TOmia' Product Approval r USER:Public User i L x OL I Product Approval Menu>Application Detail FL# FL13010-R5 I Application Type Revision j Code Version 2017 Application Status pr ved i *Approved by DBPR.Approvals byDBPR shall be reviewed and ratified by the POC and/or the Cor4nmissior f necessary. Comments Archived El ; I I Product Manufacturer Custom Window Systems Inc. ''! Address/Phone/Email 1900 SW 44th Avenue Ocala,FL 34474 (352)368-6922 Ext 245 j kpine@cws.cc I I I Authorized Signature Kevin Pine kpine@cws.cc i I Technical Representative ]ay Lathrop Address/Phone/Email 1900 SW 44th Ave j Ocala,FL 34474 (352)368-6922 Ext 291 jlathrop@cws.cc I Quality Assurance Representative Arturo Monteverde I ' Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 t (352)368-6922 Ext 221 amonteverde@cws.cc ' I Category Windows i Subcategory Fixed I Compliance Method Certification Mark or Listing j Certification Agency Keystone Certifications,Inc. Validated By Steven M. Urich,PE Validation Checklist-Hardcopy Received I I I I Referenced Standard and Year(of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440-05 1 2005 AAMA/WDMA/CSA 101/I.S.2/A440-08 2008 ASTM E1886-05 I 2005 ASTM E1996-05 2005 PA TAS 201/202/203 i 1994 f � I Equivalence of Product Standards i i https://floi dabitilding.org(pr/pr app_dt1.aspx?pa am—�vGEVXQwtDgvQEb8FEH6OVrs5wFsWUkbaFo9a3237SsZ56IeCsOc92Q%3d%3d[1/4/2018 5:1209 PM]f I i Florida Building Code Online a k Certified By , x Product Approval Method Method 1 Option A Date Submitted 09/29/2017 Date Validated 10/02/2017 I Date Pending FBC Approval s. Date Approved 10/07/2017 i Summary of Products ! — _ i FL'# Model,Number or Name Description {k,; / 13010.1 PW-8150 PVC Fixed Window PW-8150 PVC Flg/Fin Fixed Window 1 Limits of Use Certification Agency Certificate I r Approved for use in HVHZ:Yes FL13010 R5 C CAC CAR 138-1357. dmf Approved for use outside HVHZ:Yes FL13010 R5 C CAC CAR 138-1362.E Impact Resistant:Yes FL13010 R5 C CAC CAR 138-562.pdf Design Pressure: N/A Quality Assurance:Contract Expiration Date Other: PW-8150,36"x 72"and 72"x 76"see installation 09/14/2019 detail for DPs. Large Missile Impact.In HVHZ may only be used Installation Instructions up to 30ft above grade.Glass complies to ASTM E1300-04. FL13010 R5 II CWS-433D:pdf ' Verified By: Lucas A.Turner 58201 Created by Independent Third Party:Yes Evaluation Reports rt° FL13010 R5 AE EvalReport4331).pdf Created by!IndepeddentThird Party:Yes v g- 13010.2 PW-8150'PVC Fixed Window PW-8150IP1%C Flg/Fln Fixed Window,Continuous Head 8 Sill. in Limits of Use Certification Agencj►Certificate Approved for use in HVHZ:Yes FL13010. R5 C CAC ICAR 138-261e2.12df " r Approved for use outside HVHZ:Yes FL13610 R5 C CAC iCAR 138-705e2.pdf Y� Impact Resistant Yes FL13010 R5 C CAtICAR 1'38-706e2.pdf yr ¢ Design Pressure +67.5/-67.5 Quality Assurance Contract Expiration Date y t $ Other: Large Missile, DDp = +/-67.5 psf, Max.size 74 1/8"x 08/12/2019 { 72".Outer lite must be safety glass above 30 ft. in HVHZ'. Installation Instructions Glass.complies to ASTM E1300-04. FL13010 R5 II CWS-510C!pdf Verified By: Lucas A§Turner 58201 Created bylIndepen ent Third Party:Yes Evaluations Report`s I k� FL13010 R5 AE EviReoort510C.[1df Created,byIndepenrlent Third Party:Yes 13010.3 PW-8300 PVC Fixed Window PW-8300 PVC Fixed'Window, 120"x 48". a m ? Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R5 C CAC CAR 138-258e2.pdf Approved for use outside HVHZ:Yes FL13010 R15 C CAC CAR 138-481e2.pdf Impact Resistant:Yes FL13010 R5 C CAC CAR 138-482e2.pdf Design Pressure: +70/-70 Quality Assurance Contract Expiration Date x Other: PW-8300, 120"x 48",DP= +/-70 psf. Large Missile 04/09/2019 Impact.Glass complies to ASTM E1300-04. Installation Instructions a _FL13010 R5 II CWS-373C. dmf Verified By- Lucas A.Turney 58201 Created by!Independent Third Party: Yes Evaluation'Reports FL13010 R5 AE EvalReport373C. d[dff Created b Independent Third Party: Yes r 13010.. 4 PW-8300 PVC Fixed Window PW-8300 PVC Flg/Fn Fixed Window. Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL13010 R5 C CACI CAR 138-1093:odf ~-, Approved for use outside HVHZ:Yes FL13010 R5 C CAC%CAR 138-1320.pdf Impact Resistant:Yes FL13010 RS C_CAC CAR 138-250e2.pdf Design Pressure:N/A FL13010 R5 C CACI CAR 138-274e2.pdf 9 P g L �' `• Other. Large Mtssile,Im act,See Installation Drawings FL130i0 R5 C C CACCAR 138 457e2.pdf CAR 138 465e3.�df s ._ Max size and DP's.Outer lite must be safe ty glass above 30 ft. FL13010 R5 CAC https:/Iflondabuilding.org/pr/pr app_dtl.aspx?param--wGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaFo9a3237SsZ56IeCsOc92Q%3d%3d[1/4/2018 5:12:09 PM] I ' i I I Florida Building Cade Online I I i in HUHZ. Glass coinpIies to ASTM E1 -04. FL13010 R5 C CAC GAR 138-534.pdf FL13010R5 C CAC'3;CAR 138-730e2.ptlf FL1n3010`R5 C CAGAR 138 739e2ptlf Quality Assurance Contract Explratlon Date 04/29%2018 ¢,{ Ins#allatito,nInstructlons FL13016 R5 CWS-159E.pdf Verified By:!Lucas A ;Turne 58201 ` by'Ind p ent Created a Third Party.Yes Evaluafion iRepo I}. FL13010�35 �valRep0rt159E. d[Lf Created;6y Independent rhird'Partjr;Yes, I 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.:;Priva I Stateme It!:Accessibility Statement::Refund Statement I I i Under Florida law,email addresses are public records.If you do not want your e-mail address released in resp)pse 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.SI 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 ,i Product Approval Accepts: e'chec M I I Credit Card ' Safe: i 11 i i I I � I I i I I � I I j � i I I I I I ' I I I i I I I' https://floridabuilding.org/pr/pr app_dt1.aspx?paramwGEVXQwtDgvQEb8FEH60Vrs5wFsWUkbaFo9a3237SsZ56leCsOc92Q%3d%3d[1/4/2018 5 212:09 PM] I URNER 1239 Jabara Ave. ?,North Port,FL 34288 ENGINEERING & i Ph. 941-380-1574 CONSULTING, INC. FBPE C.O.A. #29779 Evaluation Report 159E S _ember 7 2017 Product Description: Series 8300 PVC Fixed Window,Large Missile Impact,48"x 72"unit size DP55 or 72"x 76"unit size DP67.5 (DP65 outside HVHZ) Manufacturer: Custom Window Systems,Inc. 1900 SW 44 `Ave,Ocala,FL 34474 Statement of Compliance: This report evaluates the above-listed product per the requirements of FAC Product Approval Rule Chapter 61G20-3.005 (4). This product complies with the requirements of the 6`h Edition(2017)Florida Building Code including the HVHZ. The product testings standards performed are ou lin d el w. Technical Documentation: 1) This report,prepared by Lucas A.Turner,P.E.,at 1239 Jabara Ave.,North Port,FL 2) Approval drawing CWS-159E,signed and sealed by Lucas A.Turner,Pit 3) Test Reports NCTL-210-3954-01 and-IA,and NCTL-210-3955-01 and-'lA, from National Certified Testing Laboratories,Orlando,FL,with Testing Performed: AAMA/WDMA/CSA 101/I.S.2/A440-08,ASTM E1886-05,ASTM E1996-05/09 and TAS 20L 202,!203 1994(TAS reports 3954-1A and 3955-1A signed and sealed by Gerard J.Ferrara,P1E.) i 4) Supplemental Calculations to support CWS-159E, signed and sealed by Lucas A.Turner,P.E. Installation: Units must be installed according to approval document CWS-159E. I Limitations of Use: Thisproduct: j • May be used in O configuration in sizes up to 48"x 72"unit size at design.pressures of+/-55 psf, or in sizes up to 72"x 76"unit size at design pressures of+/-67.5 psf in or+/-65 psf outside the HVHZ,with max. glass daylight sizes as shown in CWS-159E • Is large missile impact resistant and does not require the use of shutters • May be used in the High Velocity Hurricane Zone • Requires outer lite in I.G.to be safety glass when used in HVHZ above 30 ft of grade • Requires glazing as shown in CWS-159E,with Kuraray(Dupont) Se ntr,gas Interlayer per Miami-Dade NOA 14-0916.1 It in DP65 or 67.5 units or Kuraray(Dupont)PVB Interlayer per Miami-Dade NOA 16-1117.021 in DP55 units ! • Requires Quanex(Milaon)white rigid PVC framing per Miami-Dade NOA 17-"0206.l Ot i t I have evaluated the interlayer and framing materials in these Dupont and Quanex'NOAs and find that they comply with the requirements of the 6t'Ed. (2017)Florida Bdin''Code for use in this p od ct. I Certification of Independence: I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in Custom Window Systems or in any company manufacturing or distributing products for which this report is being issued. I do not have,nor do I intend to acquire,nor will I acquire, a financial interest in any other entity involved in the testing or approval process of this product. No 58201 '%11 p �� *" 9/07/2017 ~ L t �� SLATE OF `uM Lucas A. Turner, P.E. P;X4'0`"`' iFL PE#58201 Docunent Title: !Doc No: l ' FRM B1-02 STO � Structural Performance Rev No: 7 Page 1 or: 1 KE'Y N C ertif icati on j caj cn-nowea..�No! l� Authorization Report Required By PRO 61-03 I' I ' CAR& Product ID Number: 138 - 739.0 Issue Date: 110/28/2010 Revision Date: 11/13/2015 Expiration Date: 3/16/2020 Company Code: 1 138 This.Certification Authorization Report(CAR) is issued..by Keystone Cerfificatio,ns, Inc. (KCI) after full validation review, and is based on a standardized evaluation of the product conducted by an independent accredited -laboratory in accordance with the specified referenced standard.Actual fenestration product performance;may vary based on many factors, including installation, condition .of :the wall/roof substrate and they age of the;product and installation components. This report indicates the product is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified atwww.keystonecerts.com.! Licensee-Information- Product Information: Custom Window Systems, Inc Model:8300 Fixed with Fin or Flange 1900 SW 44th-Avenue Operator Type: FW I I. Ocala FL 34474 Config: No, GS-5/1,6"Ann Lami IG Max Width: 48 Max Height: 72 Referenced Standard: roduct Rating: I . PA/TAS 201/202/203 Large Missile, DP 4-55.0, 48x72 O Qualifying Test Information: Test:Report No: NCTL-210-3672-1 &-2 Test Report.Expiration: 3/16/2020 Authorized Signature: f Key stone'Celltifications, Inc. 2015.11 .16 564 Old York Road, Suite 5 ` 2 Etters, Pennsylvania 17319 4-1 13:34:52 -05'00' ! Phone: 71'7-932-8500 Fai 717-932-8501 ' I WWW.KEYSTONECERTS.COM I I � PICTURE WINDOW - LARGE MISSILE IMPACT GENERAL NOTES: , 1.THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED VWNDOW SYSTEMS TO COMPLY WITH THE FLORIDA BUILDING CODE(FBC),CURRENT EDITION INCLUDING THE HIGH VELOCITY HURRINCANE ZONE(HVHZ) 1900 SW 44TH AVE. AND IS RATED FOR WIND ZONE 4 MISSILE LEVEL D IMPACT USE AS OCALA,FLORIDA 34474 DEFINED IN ASTM E 1996 PER THE FBC. WW W.CWS.CC 491/4, 731/4" 2.GLAZING OPTIONS:(SEE SHEET 3) MAX.OVERALL FLANGE WIDTH MAX.OVERALL FLANGE WIDTH 8300 PV 48• 72• 3.CONFIGURATIONS:"O". ARCHITECTURAL SHAPES INCLUDE,BUT ARE PICTURE WINDOW AX UNIT WIDTH MAX.UNIT WIDTH NOT LIMITED TO,THOSE SHOWN ON SHEET 2. -- - --451/8"-- - - -- -- - -69 US— 4.-4. RATING:- - --- - - ---- - - -IMPACT_ GLASS DLO GLASS DLO -NEGATIVE DESIGN LOADS BASED ON,TESTED PRESSURE AND A ———————— ———— GLASS TABLES ASTM 300-0401/09.1/ T Z SITIVE.DESIGN LO DS.B SE TESTED,PRESSURE, W O.0 PO A- . A RE,WATER iNEiLTRATiON TEST_P-RESSURE AND-GLASS TABLc'S- I I I I ASTM E-1300-04e01/09. o zwO>-ow3:m mm 77114" I I 5.ANCHORAGE:THE 33 1/3%STRESS INCREASE HAS NOT BEEN USED O O I=-O 4�LL F-Lu Lu MAX,OVERAGE——I __ I IN THE DESIGN OF THIS PRODUCT.SEE SHEET 8 FOR ANCHOR 0 0 F-0 z o a_ 731/4" I I FLANGEHEIGHT I I ANCHOR CALCULATIONSDETAILSTWINDLOAD'DU�TION FAOTOR Ct1=1:6 WAS USED FOR WOOD -Q o Z U-Z j U rn MAX. O u.U OVERALL B I I B I I >, f'-?!O W O O Z FLANGEHEIGHT i I i 76" i i 6 PRODUCT REQUIRED.APPROVED FOR IMPACT RESISTANCE. SHUTTERS ARE NOT ¢ O Q }? OZ UJ D mowu�w O I uUN T I I 7.ALL FRAMES ARE FULLY WELDED. Z D. w 0 r j MAX I I HEIGHT I I O w OL 4! W= UNIT 8.SERIES/MODEL DESIGNATION PW-8300. a a w�a HEIGHT 9.THE DESIGNATION XAND 0 STAND FOR THE FOLLOWING: I I I 731/8' I I ttttuu�4q 691/8" I I GLOSS I I 0=FIXED SASH. `��p�PNOREW GLOSS I 8 I 10.SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR VPS;•��G E NSE••Q?.�'.� O I I LOCATION. Z-4: No 58201 I " 18 I I 9; STATE OF •U e ss'ONA,Z",%%%. 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: TABLE OF CONTENTS GENERAL NOTES AND ELEVATIONS GENERAL NOTES&ELEVATIONS.......1 I DRAWN BY: DATE: ARCHITECTUGLAZING DETAILS.SHAPES.:::::::::::::::.3 ADE 05/05/07 SECTION VIEWS....................................4- _ +_ R I .S L P T DWG#.' REV.: EXTRUSIONS&B.O.M...........................5 72��X 76�� CWS-159 E ANCHOR SCHEDULE&NOTES.........6-7 HVHZ +/_67.5 PSF SCALE: INSTALLATION DETAILS.......................8 SHEET 1:20 1 OF 8 WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW - - - -- - - --- --- --- IMPACT - FULL ELLIPSE("OVAL'S Lu - - - - z_ ¢ -- - --- ---FULL CIRCLE — - — -- ;z_w.�.o-¢.�Z w _ TOMBSTONE w z 0 z -- as o aw�zo�mx Z zxm¢KWpO O OF-0 *< I w --- - ----- --- --------- --v- vim.~. a��a --- cD �0w 0—Z w 00�Ci0wU)iw mwa -6-1- w�� w' O �puu'u,y 1/2 CIRCLE �GP9 vNG EN FrG�y�L No 58201 OCTAGON 'lk * •; TRAPEZOID X90: STATE OF ;�� NOTES: y 1.SEE SHEETS 6&7 FOR DETAILED ANCHOR INSTALLATION REQUIREMENTS. 2.THRU FRAME-MASONRY,WOOD OR METAL OPENING. 9/22/2017 THRU FIN-WOOD OPENING. LUCAS A.TURNER,P.E. 01 3.OVERALL SIZE MUST NOT EXCEED THE MAX WIDTH AND HEIGHT OF 1239 FL A#RA AVE.A PORT RECTANGULAR WINDOWS ON SHEET 1. NORTH PORT,FL 34288 4.ANCHOR SPACING FOR ARCHITECTUAL FLANGE AND FIN WINDOWS PH.941-380-1574 MUST FOLLOW THE LAYOUTS SHOWN ON SHEETS 6&7,WITH ANCHOR SHEET DESCRIPTION: SPACING MEASURED ALONG THE LENGTH OF THE PRODUCT. 1/4 CIRCLE TRIANGLE ARCHITECTURAL SHAPES DRAWN BY: DATE: ADE 05/05/07 DWG#: REV.: CWS-159 E SCALE: SHEET 1:1 2 OF 8 cmgbm WINDOW SYSTEMS 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC 8300 PVC PICTURE WINDOW - - - - - - IMPACT - --- - - -- -- - - - -- - z w zOz w�zF— o aW�rZ0M3= z zx�¢�wp0 -- - -------- ---- - ------ -1=OVERALL------------- — ------ -- ------------ O- OF-O ------ - -------- 1'OVERALLU U y-FO U - 3/16"ANNEALED or TEMPERE 3/16"HEAT STRENGTH or TEMPERED Z p Z U(1)Z U y 1/2"AIRSPACE 3/8"AIRSPACE <Q-?�Q p w- O 5116"LAMINATED 7/16"LAMI GLASS 1¢- O0'>-=) �O 2 W L'LwUOJU)F-- 1/8'ANNEALED 3/16"HEAT STRENGTH a z.p p-U .090 DUPONT PVB INTERLAYER .090 SENTRY GLASS IONOPLAST INTERLAYER a ~d ww 3'W 1/6'ANNEALED 3116•HEAT STRENGTH tottl1t1/"',,, QUANEX DURASEAL .�`` P.........� G SPACER 6 PURFECT GLAZE"H" gUANEX DURASEAL g PURFECT GLAZE°H" ��p°.•'�G E N g SIKAFLEX 552 IG SPACER SIKAFLEX 552 JG�• " F'•,i" Z-'� No 58201 ,13 2 1U 1/2'GLASS BITE 10 FGLASSTYPEBB S ITE *• * *= 7 7 �9�. STATE OF ;�� (� 0 z� GLASS TYPE A 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: GLAZING DETAILS GLASS MAXSIZE DRAWNBY: DATE: SETTING BLOCKS PER FBC 2411.3.3.1 H ADE 05/05/07 DP+/-55 A 48 X72 9WG 0: REV.: CWS-159 E DP+/-67.5 B 72 X76 scALE: SHEET 1:1 3 OF 8 WINDOW SYSTEMS LTJ 1900 SW 44TH AVE. OCALA,FLORIDA 34474 WWW.CWS.CC INTERIOR 7 B B 9 9 8 8300 PVC PICTURE WINDOW --- o -- - - - --- - ---- - -- — - 8- - -- -- - — e - - --IMPACT - ' z - - O -- - o z0zrwca �_~ Z zxm¢�woo O OI-O�j F-0. 8 9 ZED-ZF.7w SECTION VIEW B-B zO Z O(6z p'O 10 11 t1 10 >- §1Owp€oz W ,cn U)a WCDw u'fnw OJfgF O w�= w=ww a F- m aw3'a INTERIOR N0R'E'W�T�o, .......... 2 No 58201 tt 9 9 to z�- z n m 5 9/.TURN? `�- LUCAS A.TURNER,P.E. O O7 FL PE#58201 -- 1239 JABARA AVE. NORTH PORT,FL 34288 PH.941-380-1574 7 8 SHEET DESCRIPTION: SECTION VIEW A-A SECTION VIEWS DRAWN BY: DATE: ALTERNATE FIN FRAME ADE 05!05!07 DWG#: REV.: CWS-159 E SCALE: SHEET 1:1.33 4 OF 8 PARTS LIST FRAME CORNER CONSTRUCTION (' ITEM PART# DESCRIPTION VENDOR MATERIAL ` MNDOW�®TEMS 1 H-6006B FRAME, PW, MAIN, HEAD MIKRON PVC 1900 SW 44TH AVE. 2 H-60068 FRAME, PW, MAIN, SILL MIKRON PVC www cWS.CC aa7a 3 H-6006B FRAME, PW, MAIN, L.JAMB MIKRON PVC ` 4 H-60068 FRAME, PW, MAIN, R. JAMB MIKRON PVC CORNER WELD(ALL SIDES) 8300 PVC 5 H-6006A FRAME, PW, MAIN, FIN MIKRON PVC SCALE 1:8 PICTURE WINDOW 6__ -P_3113_SCREW._SUPPORT FOR PVC_- ___ _____ TEAM-PLASTIC RUBBER - --- - --- - - - - - - - ----- --- -- -- --- ---- 7 P-3352 SET. BLK., 85 DUR., 1/8"x 5/8"x 2" LG. FRANK LOWE RUBBER 8 PURFECT GLAZE"H", SIKAFLEX 552 HENKEL/SIKA SILICONE z o ¢w - - - -- —9—-P-3752 CAP-PL-UG;1/2" HOL"E --M&M -- --SIL-ICONE=— — -----_— __ — _z—W.�-O- �_�z w° _ w zoz -- 10 S-6064 IGLZ BE., FXD. (1"O.A. I.G.) I MIKRON PVC LL zZ w�z O W 3 11 GLASS SEE SHEET 3 0 0 1=-o a a w°O -- - ---- O 3110" 3118" 4 F?LL20OLLV }� §�:}O M P F O Z o a zU)WIL N0-jU)F- 1 2 3 4 5 Fof w�Wai l\^�I d d D: D. 21/16" W� 1/16" 1116" ,,��µuWrrgrr O Q ,p�� p�10RE.. +6• � F•'.�� 2718" :-4:' No 58201 %-A %13'. STATE OF :'w PVC FRAME FLANGE-H-60066 t^ ��'rsS.ONA�E��`��, �rrrrinun+� PVC FRAME FIN-H-6006A X� 11a• 9/22/2017 LUCAS A.TURNER,P.E. FL PE#58201 7/8' t/ts" 10 L 1 3^ 1239 ABARAAVE. 3116" 8 NORTH PORT,FL 34288 PH.941-380-1574 SHEET DESCRIPTION: PVC GLAZEBEAD-S-6064 SCREW SUPPORT-P-3113 EXTRUSIONS&B.O.M. DRAWN BY: DATE: ADE 05/05/07 DWG REV.: CWS-159 E SCALE: SHEET 1:1 5 OF 8 14"MAX.O.C.( .) yyp �®�• MAX.(TYP.)-��}.--�{-8°MAX.O.C.(T'P.) NDOW SYSTEMS 6"MAX(Tp) SEE NOTE 2 4° (T,P) EE NOT 1900 SW 44TH AVE. 6"MAX.(T P.) OCALA,FLORIDA 34474 ------ --- ------IS11111 WWW.CWS.CC I I I I I 8300 PVC I I M' OC I PICTURE WINDOW (TYP.) INSTALLATION--" ---- INSTALLATION- --- ----- ANCHOR(fYP.)-14° I -- ANCHOR(TYP.) --- --------- - —- ----- -- ----- MAX O.C. I I(TYP.) - - I _--0 W 0 'Q W p O —I 4ANCHQR�LAYOUT:.J� -- IW`zoz X—IlIIo aW�Z°X�=Io ol=-Od<=ll► � z CL�N-1mo-OZLL�OOLLZ§�oFp'o- I00�=QO2IIL 0�COl— o Wloa=a:--- d 3: ANCHOR LAYOUT-(FLANGE) �� PrADREWT,DP+/-55PSF DP -55PSF �GQo;.4�G9ly8's No 58201 "•�7� :9� STATE OF ,kr: 1.INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION.ANCHOR SPACING APPLIES TO ALL SHAPES(SEE SHEET 2)ALONG ALL FRAME EDGES. SILL ANCHOR SPACING SAME AS HEAD. SHIM AS REQ AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX.ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16"IS PRESENT. LOAD BEARING SHIMS SHALL BE �Z CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.WOOD SHIMS ARE NOT ALLOWED. 3.ANCHOR TYP , IZ ,S A I G AN E B D E T H L E AS SPEC FI D I IT IE E WING E T B 1,S HEET 1 9/22/2017 LUCAS A.TURNER,P.E. 4. LL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED W ITH A CORROSION RESISTANT MATERIAL OR COATING. DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST FL PE#58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5.INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, 34288 SPECIFIED IN TABLE 1,SHEET 8. PH.941-380--11 574 SHEET DESCRIPTION: 6.ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETE/CMU OPENINGS,EMBEDMENT SHALL BE BEYOND WOOD BUCKS,IF USED,INTO SUBSTRATE. ANCHOR SCHEDULE& INSTALLATIONS TO SOLID CONCRETE OR GROUT-FILLED CMU MAY INCLUDE BUT DO NOT REQUIRE 1X WOOD BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. NOTES INSTALLATIONS TO HOLLOW CMU REQUIRE THE USE OF 1X BUCKS BETWEEN THE PRODUCT AND SUBSTRATE. DRAWN BY: DATE: 7.A MINIMUM CENTER-TO-CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS:3"FOR MASONRY,1"FOR WOOD AND METAL. ADE 05/05/07 8.WOOD OR MASONRY OPENINGS,BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. DWG#: REV.: SUBSTRATES SHALL MEET THE.MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET,SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. CWS-159 E 9.SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: SCALE: SHEET FMA/AAMA 100(FIN WINDOWS),FMA/AAMA 200(FLANGE WINDOWS), FMA/WDMA 250(BOX WINDOWS),FMA/AAMA/WDMA 300(E)CTERIOR DOORS) 1:20 6 OF 8 MIN.EMBEDMENT Il J]/j(��®�jj/�'L/a(/G SEE TABLE 1 SUBSTRATEVlriY0.U(L TYPICAL HEAD ANCHORAGE BY OTHERS WBPIDOW SYSTEMS 1/4"MAX.SHIM SEE TABLE 1 MIN.EDGE DIST. SUBSTRAT 1900 SW 44TH AVE. MIN.EDGE DIST. SEE TABLE 1 BY OTHERS OCALA,FLORIDA 34474 SEE TABLE 1 WWW.CWS.CC SEE TABLE 1 1/4"MAX.SHIM MIN.EDGE DIST. UBY OTHERS SEE TABLE 1 SEEE TABLE E ABLE 1 MIN.EMBEDMENT 8300 PVC ERIMETER SEALANT SEE TABLE 1 INSTALLATION ANCHOR SEE TABLE I BYINSTALLER p MIN.EMBEDMENT PICTURE WINDOW -SIDEANDOUT - -- ------------- - ------------ - - ------ - - ---- - -- -- -- -- ------- -- - -- --- ---- -- --- - -- -SEETABLE-1------ ----IMP_ACT----- ------ SEALANT BEHIND O p GE BY INSTALLER 114"MAX.SHIM �u Z ¢Z -!= OW�O- U3 �- __ PERIk1E ER SEA-:ANT _Z__W-�.O¢ -�,W_ - - PERIMETER SEALANT BY INSTALLER W Z 0 Z It Z F_ BY INSTALLER INSIDE AND OUT 0 Q U) 0 m INSIDE AND OUT - LL WzI-W 0 R INSTALLATION ANCHOR' Z Z=2 6 SEALANT BEHIND SEE TABLE 10 0 F-O Lj d=F SEALANT BEHIND--- -.0 Z-to Z FIN BY INSTALLER Z O CD 0 h-j 0 TALLATION ANCHOR g HORIZONTAL SECTION C HORIZONTAL SECTION ¢ F-Z,2 O 0 O Z E TABLE 1 6 TYPICAL JAMB ANCHORAGE 8 TYPICAL FIN ANCHORAGE �0 H F-I.- HEAD _=-Z- HEAD AND SILL SIMILAR FOR FIN INSTALLATION F o: }j?�p cd 00 ZCnW�O'JfAF- a 0 W �� wz: a H a w��a ❑ t 1/4"MAX.SHIM ,��%16 j0REby��G�� SEALANT BEHIND �JU� %%p�';.•'�OFNg'•.•�p NGE BY INSTALLER O :aG; �. F •.'L�� No 58201 •:?f t ERIMETER SEALANT MIN.EMBEDMENT *' Y INSTALLER %-D,� ;a INSIDE AND OUT SEE TABLE 1 �p0 STATE OF •:�W ��3A, O R 10 UBSTRATE BY OTHERS N's/ONAL�;.•`� SEE TABLE 1 MIN.EDGE DIST. SEE TABLE 1 EALANT UNDER SCREW A VERTICAL SECTION EAD BY INSTALLER 8 TYPICAL SILL ANCHORAGE p z;z_ a 9/22/2017 TABLE 1:APPROVED INSTALLATION FASTENERS LUCAS A.TURNER,P.E. FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE KIN.EM MENT MIN.EDGE DIST. FL PE#58201 FLANGE CONCRETE(2.0 KSI MIN.) 3/16"[TW TAPCON -1/2" 1-1/8^ 1239 JABARA AVE. PERIMETER SEALANT NORTH PORT,FL 34288 FLANGE HOLLOW OR GROUT-FILLED CMU(117 PCF MIN.) 3/16"ITW TAPCON 1" 2" BY INSTALLER FLANGE CONCRETE(2.85 KSI MIN.) 3/16"ELCO ULTRACON 1" 1" INSIDE AND OUT PH.941-380-1574 D HORIZONTAL SECTION SHEET DESCRIPTION: FLANGE GROUT-FILLED CMU(ASTM C-90) 3/16"ELCO ULTRACON 1-1/4" 2-1/2" 8 BOX FRAME INSTALLATION FLANGE 2X MIN.SOUTHERN PINE(G=0.55) 3/16"ITW TAPCON 1-3/8" 7/8" HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS OR ELCO ULTRACON FLANGE 2X MIN.SOUTHERN PINE(G=0.55) #10 WOOD SCREW 1-3/8" 7/8" FLANGE REMOVAL NOTE:PARTIALLY OR FULLY REMOVING THE FLANGE, DRAWN BY: DATE: 16 GAUGE(0.060")MIN.STEEL STUD #10-16 HILT!KWIK-FLEX OR RW FULL THREAD UP TO AND INCLUDING A BOX-FRAME APPLICATION IS ACCEPTABLE PROVIDED: ADE 05/05/07 FLANGE (33 KSI YIELD MIN) TEKS SELF-DRILLING SCREW THRU 0.060" 7/16 DWG#: REV.: -MIN.1/4"FILLET OF CONSTRUCTION-GRADE ADHESIVE CAULK IS APPLIED 1/8"ALUM.(6063-T5 MIN.)OR #10 GRADE 5 SELF-TAPPING/ FULL THREAD INSIDE AND OUT,FULL PERIMETER,BY INSTALLER. CWS-159 E FLANGE 1/8"STEEL(33 KSI MIN.) DRILLING SCREW THRU 0.125" 7/16 PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SCALE: SHEET FIN 2X MIN.SOUTHERN PINE(G=0.55) #8 WOOD SCREW 1-1/2" 7116" SHOWN FOR FLANGE WINDOWS. 1:2 80F8