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Home My WebLink AboutFL#15219-R7 Exterior doorsFLO!llOA CIIPAATMINT Of' Business & Professional Regulation Ce.OF THE SECRETAAY BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications I Contact Us I BCIS Site Map I Links Search FL# Product Approval USER: Public User Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Plastpro Inc. / Nanya Plastics Corp. 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 ( 440) 969-9773 Ext 16 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Scott Johnson 5200 W Century Blvd. Los Angeles, CA 90045 ( 440) 969-9773 Ext 18 scottjohnson@plastproinc.com Ron O'Connell 5200 W Century Blvd. Los Angeles, CA 90045 ( 440) 969-9773 Ext 16 ronoconnell@plastpro.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report -Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) PE-43409 National Accreditation and Management Institute 12/31/2022 Ryan J. King, P.E. Validation Checklist -Hardcopy Received FL15210 R7 COI (1£) Certificate of IndeRendence.Rdf Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM D638 ASTM E1300 Year 1996 1999 1998 2003 2004 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved s ummarv o fP d ro ucts FL# Model, Number or Name G 155 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL15210 R7 Eguiv of Standards (.0 .... P-df Method 1 Option D 07/21/2020 07/30/2020 08/05/2020 10/13/2020 Description 15210.1 a. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Single Door - Grain/Rustic/Mahogany Series 0 Inswing/Outswing (X -Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (c) Inst 15210.1.p,Qf 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 FL15210 R7 AE (£) Eva I 15210. 1.P-df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 2005 1994 15210.2 b. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass 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 FL15210 R7 II (c) Inst 15210.2.rulf 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 15210.2 for Design Pressure Ratings, any FL15210 R7 AE ((j Eval 15210.2,P-df additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.3 c. Smooth/Wood Grain/White Wood 6'8 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites -Inswi ng/Outswing (XX; OXXO -Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (c) Inst 15210.3.pgf 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 15210.3 for Design Pressure Ratings, any FL15210 R7 AE (g Eval 15210.3.P-df 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) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (£) Inst 15210.4.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 15210.4 for Design Pressure Ratings, any FL15210 R7 AE (c) Eval 15210.4.rujf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. I Grain/Rustic/Mahogany Series O . -- Sidelites -Inswing/Outswing (OX or XO; OXO -Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (c) Inst 15210.5,Rdf 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 15210.5 for Design Pressure Ratings, any FL15210 R7 AE (£) Eval 15210.5,Rdf 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 Door with or withe ~ Grain/Rustic/Mahogany Series 0 Sidelites -Inswing/Outswing (XX; OXXO -Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (c) Inst 15210.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes j Design Pressure: N/ A Evaluation Reports Other: See INST 15210.6 for Design Pressure Ratings, any FL15210 R7 AE (£) Eval 15210.6,Rdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. --.._, ------,_. 15210.7 g. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door -Outswing (X - Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (c) Inst 15210.7,Rdf 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 15210.7 for Design Pressure Ratings, any FL15210 R7 AE (£) Eval 15210. 7.RQf 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 Grain/Rustic/Mahogany Series O Sidelites -Outswing (OX or XO; OXO -Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (c) Inst 15210.8.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 15210.8 for Design Pressure Ratings, any FL15210 R7 AE (£) Eval 15210.8.RQf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.9 i. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites -Outswing (XX; OXXO -Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (£) Inst 15210.9.pgf 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 15210.9 for Design Pressure Ratings, any FL15210 R7 AE (£) Eval 15210.9,Rdf 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" Opaque Fiberglass Single Door -Outswing (X - Grain/Rustic/Mahogany Series 0 Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (i;_) Inst 15210.10.RQf 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 15210.10 for Design Pressure Ratings, any FL15210 R7 AE (£) Eval 15210.10,Rdf 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 -Outswing (OX or XO; OXO -Configurations) Fiberglass Door .. 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, any FL15210 R7 AE (.0 Eval 15210.11.RQf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.12 I. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with or without Grain/Rustic/Mahogany Series 0 Sidelites -Outswing (XX; OXXO -Configurations) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (c) Inst 15210.12.P-Qf 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 15210.12 for Design Pressure Ratings, any FL15210 R7 AE (.0 Eval 15210.12.Qdf 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" Opaque Fiberglass Single Door with Surface Bolts Grain/Rustic/Mahogany Series 0 -Outswing (X -Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (c) Inst 15210.13.pqf 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 15210.13 for Design Pressure Ratings, any FL15210 R7 AE (,!;) Eval 15210.13.Qdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars. 15210.14 n. Smooth/Wood Grain/White Wood 8'0 "Impact" Opaque Fiberglass Double Door with Surface Bolts Grain/Rustic/Mahogany Series O on Active Door panel -Outswing (XX -Configuration) Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (c) Inst 15210.14.P-Qf 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 15210.14 for Design Pressure Ratings, any FL15210 R7 AE (c) Eval 15210.14.Qdf additional use limitations, installation instructions and product Created by Independent Third Party: Yes particulars . 15210.15 o. Smooth/Wood Grain/White Wood 8'0 "Impact" Glazed Fiberglass Single Door utilizing the Grain/Rustic/Mahogany Series 0 WINDSERT™ an operational window insert -Outswing (X - Fiberglass Door Configuration) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15210 R7 II (c) Inst 15210.15.Qdf 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 15210.15 for Design Pressure Ratings, any FL15210 R7 AE (c) Eval 15210.15.P-Qf additional use limitations, installation i nstructions and product Created by Independent Third Party: Yes particulars. Contact Us : : 2601 Blair Stone Road, Tallahassee Fl 32399 Phone : 850-487-1824 The State of Florida is an AA/EEO employer. !&P..Y.r:i9ht 2007-2013 State of Florida . : : Privacy Statement : : Accessibili!;Y. 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: ill~■ Credit Card Safe -,n ll J'I \ \ \I I I H H ._, "' e ~ t :1: ~ !!l t & ~ It I 1. l "f g I 2. ~ .!!I " I 3. I ~ ! I 4. I m I 5. J r I 6. 0 ! I 7. :ii' ! ~ 1 J i I s I ! ii plastpro 5200 W. CENTURY BL VD. LOS ANGELES, CA 90045 Smooth / Wood Grain / White Wood Grain Rustic I Mahogany Series O Fiberglass Door INSWING I OUTSWING "IMPACT' GENERAL NOTES This product hos been evaluated and is In compflance with the 6th Edition (2017) Aolida Building Code (FBC) structural requirements including the "High Velocity Humcane Zone" (HVHZ). Product anchoo shall be as fisted and spaced as shown on details. Anchor embedment to base material shall be beyond wolf dressing or stucco. When used in the "HVHZ" this product complies with Section 1626 of the Florido Building Code and does not require on Impact resistant covering. When used in areas outside of the "HVHZ" requiring wind borne debris protection, this product compiles with FBC Sections 1609.1.2 & R301.2.1.2 and does not reqwe an impact resistant covering. This product meets missne 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. For 2x stud construction, oncholing of these units shall be the some as that shown for 2x buck masonry construction. Site conditions that deviate from the details of this drawing requ~e further engineering analysis by a icensed engineer or registered architect. Outswing conf,gurotions meet water inrntrotion requirements for "HVHZ''. All other configurations do not meet the water infiltration requirements for the "HVHZ" and must be Installed only in non-habitable areas or at habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEETI DESCRll'rlON SHEET# l Typical elevolions, design pressures & general notes 11 3-Point lock details 2 Door panel detoi~ 12 3-Point lock details 3 Sldelite panel details 13 Buck and frame anchoring (XXJ 4 Lite frame details and glazing details 14 Buck and frame oncholing (OXXO) 5 Elevations 15 Astrogol detoi~ 6 Horizontal & Vertical Cross Sections (2X Buck) 16 Astrogol detans 7 Horizontal & Vertical Cross Sections (IX Buck! 17 Astrogol details 8 Horizontal & Vertical Cross Sections (Direct to Masonry! 1B Components 9 Horizontal & Vertical Cross Sections (Direct to Masonry) 19 BID of materio~ 10 Vertical Cross Sections (Thresholds! rr c5 ::j ~ ::j~ ~~ <~ w5 BS'z! i:;Q. >= ·x ~~ ~i ~ rn i,, :t: ~; ~~ 11-0 RAMEWIDTH ~37SMAX. I X e X 0 • [][J] xx ,,,· ~~'\ •••••u•••• If~ IO /j;, .. ···· gt ··;~~ 0 ~ ::rf ij ie ~li:;!; ~" : g; £ 4;'! 0~ ~ 0 ~ -;. ·\ / f)j~ ~ 0 <Ji "1 -::,~-.... • •• .$' ~~~«) .,..,.) •••••·•·•• ,, =>>,.;m ,.,.,,, ,,,,, ~ 0 (0 0 ,,,,, .... ,\ 8 ~ ·: z 'I, (> X :l!-< '2 _ z O 0 ,,; 15 Eo,9 -m ~"" l' a. .c . o Q. ~ icl!! ai~t:IE Jlt..::::,,,., I ~i ~ , "..i c:.> 81.: "'~ :a,:~ <.>o "' ~:a,: C,-J ~8 .,.:~ oz ~~ ~ ~~ ~15 ~ ~~ "' "'"' f ~ f3~ "' -E ; ~ll: a. ~~ii:; 00 fl: If 1/) z 0 in c5 0:: ci ~ MAX. DESIGN PRESSURE (PSF) ~ ; CONFIGURATION FRAME SWING ENDURA ASTRAGAL DIMENSION POS. NEG. 74.0" X 82.0" INSWING +6n 11 -6n n xx '-.,.74.0"x81.13" OUTSWING +75.0 -75.0 152.0" X 82.0" INSWING +50.0 -50.0 oxxo 152.0" X 81.13" OUTSWING +50.0 -50.0 See sheets 2 & 4 for hordware and ile frame design pressure fimitotions OLP ASTRAGAL POS. NEG. +.cnn _,n n +75.0 -75.0 +50.0 -50.0 +50.0 -50.0 COLUMBIA ASTRAGAL POS. NEG. +50.0 -600 +50.0 -50.Q...~ +50.0 -50.0 +50.0 -50.0 , . z 0 -a "'"' 02/16/12 ~ SCA1E N.T.S. ~ , DWG. lrl, JK m CHI<. lrl, LFS ~ DRAWINO NO.: : FL-15210.6 0 SHE£T 1 or 19 ~ :!l f si I ~ s :;t i I I I I I ~ s i I I I O.:=t~l=l O.r' -~· .. ~-•· . .-·. ·.· ;-; •. ~ ... .d., -... .d .. . . .. ·• : ._,.. . :·• ... . . . · .... •. . . ts. r':,-=1 Fr . . ~ . · 1rmmnmmr1 ~ . . ·. •. .. . . _:· .... ~ .-.-.. -· ...... . .... . ..i . .. . ti-• • • CAP{PVC) LATCH STILE {L VL} CAP (PVC) HINGE STILE (L VL} ffi HORIZONTAL CROSS SECTION r 35.7S'DOOR 7 WIDTH EB lfJl~i ~ ~ I?: L' ll X I> SEE HARDWARE TABLE HARDWARE TABLE MANUFACTURER MODEL MAX.DESIGN rRESSURE /PSFI ICWIKSEr KNOI: SIGNATURE SERIES ±75 DEADIOLT: SIGNATURE SERIES (980) SCHLAGE KNOI: "f" SERIES (f51) ±75 DEADBOLT: "B" SERIES (B60/62) PAMEX LEVER: fl.3B SERIES ± 75 DEADIOLT: FD7 SERIES HOPPE MULTIPOINT LOCK: HLS9000 3-POINT TONGUE ±50 ENDURA MULTIPOINT LOCK: TIILENNIUM 3000 (3-PT) ±75 See sheets 8 and 9 for mulffpoinl lock detaHs. FIBERGLASS SKIN (0.125' MIN. THK.} FOAM CORE (POLYURETHANE -1.9 PCF MIN.} BOTTOM RAIL (COMP.) TOP RAIL (COMP.} ··};;[]' '.-:~11 .; • _ .... ;..JI_.. ·. ~~-: ~ ·~:-. ,' -.. . •. •. ; .. . 4 .... :·_ "1 .. ,,,, ,, iC ~' •••••• IO .s-~.--·· ~ ~ ~~--"=-o::i §ft( I §~it:. :o: . :: ~ -~ ;e1>)_ i ~ ~ 8:., %~l----~--.. ~ l~i ,,,,, !l1 oiii o ,,,,, 11111 • 8 r:i ·: z &-,.. ox~~ f\.'l!l!l zOu ~ \. • ~ Ea, 9 a,~ w C"'~ l~! ~~n , .. 0 ~ l ~z ~ J !~ ~ "" ~ uO ~ ~8 c::, 0(/) t d ii ~ ~ "' ~ g§ ii ~ !s 8 i "" >--, -, CD ~~ ........ co ;~ ~ i!:i!: !!1 IO II> Gj f2 f2 0:: ~~ :, g, O.TE:02. = N.T.S. DWC. BY: JK .s . ~ G) VERTICAL CROSS SECTION CHI<. BY: LFS i ~ 2 DRAWINC NO., ! FL-75270.6 ii SHEET _z._ OF 19 9-ii. R:\Oients\Plastpro, Inc PERMANENT\A-Aorida Product Approvals\R.-15210 HVHZ Abe<glass-Impact Opaque and Glazed\C-Orawings\fl-15210 (2017}\R.-15210.1-6.dwg, 3.6 ~ ,~2'$1, I 'v i I!! _,,, no ~a ~~ WIN ~ ~ ~ n g ; '-~----~ ~~o ~~a .,,:,:n ;i;~o zm,., .:,_Im ,,, .. _,.. ~··· p~ ij~ i~ ~~ ~z 0 <I !:: ~;,i '¾, .. '_J So :i:g "' I! ~ ~ I ~ i ~ I ~ u I I I PRODUCT: PRASTPRO INC. I 1 ~ ~ R _ ___ flBERGlASS OOOf' t,, -i!l Rl ,. ;z: li! -,-<.. :-t I-!=> ;;i =--Y> "' 0, ., , .,~ 17 UPDATE TO 6TH ED. 2017 FBC JK PAITT OR ASSEMBLY: --15 UPDATE TO 5TH ED. (2014 FBC JK ID'. SIDE'LITE' PANE'L Df'TAJLS REV!SLONS Cl 201 2 R,W. BUILDING CONSULTANTS INC, ~ iii ~ ~ ll=q 0 t' ·•.II ½ ... .. · 'D," ·.:-~ ·.b. .. ..... :• ·r_::• .. ·'-·•. w1-I ~ ,... Q g "' ; I! . . .,.·«. •.· .. . .. . . •· .... •• v· ..... . . . ~ . ... ""· . I! fl,. -'· .... •. . .. .. ..... . ,I.,• C. •• : ... _. :i.·_ ~.:_ k::\:~\ ... :-. 1.T_LJ no 0 "O ~~ ~;= ,,,111111,,,, ,,, sCH,o• 11~ ,,, f ......... ~,"I~,. b. ' V. •'..-...::u,... ., .$' •• •··~-....·• ••• ~ ':) ~ : .. -:. rL:..-?-f-No. 43409 \ 9 -*· * ·* /. 7-,,., :-,s \ l "/' ~~ ... : Docurntmt.. p;..pared By: L,yndon F'. Schmidt P.E. No, 43409 ,,,;;7mi,,,, BUILDING CONSULTANTS, INC. ,q JI P.O. Box 230, Valrlco, F'l. 33595 VV Phone No.: 813.659.9197 FBPE CA No. 9813 £186 "ON YO 3dW L6!6"6!;9"£18 :"ON 8UOYd !;6!1££ "U •o~µfDI\ ·oci: xoe "O"d M'\r "ONI 'SJ.NV.L1nSNOO ONI01tn8 <1:J ,,,,111111,,,,, in' 0- 0- ~ 0 e. w 6 g in "' ~ (!) ~ ~ ,.;. "' j,:~ "'(!) ~Q (!) ~ :::l ;ti ~z wZ >< ~ !g 6~£? "ON "3"d \PJWI.IQS "..i uopu.<, "'8 .... DdOJd..-WMOQ 3 3 "' > (!) (!) 0.. 0 .i 0 ~"" ~ w "" u..w WW < >-z uo.. "'~ z <::E o..w t"' < .,,,- d~ ~ "' lo <::0 1 . "' .., ~ "' (!) "" z w ::; ~~ ~ e; ~ ~~ ~ ~ ...J :c ::E< 0.. ::, D! ~ ...J ::) ,. <g :2 I!!: X .,, 0-z-0 ,-!.. z .. ·:, ·o XVWJJ'llM g1 ::! ~ Q I 0 SN ISi ~ Sl/Vl3Q DNIZV19 QNV Sl/Vl3Q 3Yffl!.:l 31/l Afl 31VO ON "' "! o,I >Ir 08.:I PlOZ ·03 lilli Ol 3lVCJdn SI 6 r l -vi :,:: ~ O -'A181'l3SSV !10 .il!Vd >Ir 08.:I LIOC: "(13 Hl9 Ol 3lVCJdn LI ?l: L Z ~ ~ -, ..., ., ~ i!5 i -""I 3~~ i=~/.:1 t--+-----------,1-----1--1: ~ : ~ i ~ 9 :1:inao!ld ., ~ i!i tJ ~ iii 1 . ... c( I! .., 0 .... "° ~ ii +I +I :s ... .. w :r ~g 0.. 0.. "' g~ ~ 3 3 w 3 i~ ~ u "' < "'O X g1 (!) (!) > (!) 0.. (!) '!:"'-a.. .,, i, I '3 5 ~ ,.;. ~ Tu"' 0 e,; 63 02 .. j,: ~ < "' 0 .. _, ... ... ~ 0 en i 0 GI: i ~ w "';:g _, u..w 0.. ~ ~; z ~ ~ :r !1z "' z 0 uu w < ~"' < ~~~ > ~ ~ 0 !g ci ~ ~}:~ =!t 9"► 'liMl>'9-J'OIZSFB\UlO.:) OIZSFB\5!5u!Ml!JCJ • :)\l)azel!) pue onlJedo P<dwi • sse,filOQ!cl ZHIIH OTZSFB\~eAOJddy lJIIPQld -• V\lN3NVWll3d >UI 'OldlSetd\SlUO!O\:~ R:\Oients\Plastpro, Inc PERMANENT\A • Ronda Product Approvals\A.·15210 HVHZ -,glass• Impact Opaque and Glazed\C • Orawings\A.·15210 (2017)\A.·15210.H.dwg, 5.6 <J '-~----x '-~----pl !:2 ~ 0 z x .?$ Ill II '-~----x '-~----'-~----0 '-~----'-~----x '-~----m ,-'¾,1Hr -! m ~ '¾, x '--~ ~----0 '-~----!l! I s;i ~ r! ~ l 7 PRODUCT: El I' · g r.l I I PRASTPRO /NC. I ~ !J !J ~ I I FIBERGLASS D00£ 0, ;_;; Ii 2: !il ~ .. r ;-t i;; .2 7/24/17 UPDATE TO 6TH ED. f2. 0171 FBC I-$=> vJ §.: !ll _ 1 3/9/15 UPDATE TO 5TH ED. f2J)f4) FBC co o, "' N_O DATE ~ PART OR ASSEMBLY: JK BY ELEVATIONS REVISIO-NS C) 201 2 ~.W. BUILDING CONSULTANTS INC. II ,,,,,1111111,, ,,,, t SCH ,,, ,, V.•·=·······:,,,.,,. ,,,. ~ .:-. ..• ...,,,,..;·~>-...... :: .. .. ,, '";-c. : f No. 43409 \ ~ "i'-;z,? ~ Documenta Pn,pa,a,f By: Lyndon F. Schmidt P.E. No. 43409 . ,,,,;;7:m,,, CD BUILDING CONSULTANTS, INC • JtHJf P.O. Bo, 230, Volrlco. FL 33595 VV Phone No.: 813.659.9197 FBPE C.A. No. 9813 "' ,0 f l & ~ 4 . 4 Note: 1. SideRte assembly screws located 6" from top and bottom then 5 more equally spaced (7 total). 2. Spacing for item L: 3" from each end and @ center line (3 total). B V 1 EXTERIOR INTERIOR ~ J ] I l ! i s i I J f I HORIZONTAL CRQSS SECTION Outswing shown -lnswing also approved EXTERIOR 5 VERTICAL CROSS SECTION 6 Outswing shown (lnswing slmHor) INTERIOR EXTERIOR ~ I. 2 HORIZONTAL CROSS SECTION 6 Outswing shown -lnswtng also approved _ Shown with 1 X reinforcement 3 6 z~ ~~ ::t ui =~ HORaONTAL CROSS SECTION Outswing shown -lnswlng also approved V EXTERIOR .. ---6 VERTICAL CROSS SECTION 6 Outswing shown {lnswing similar) INTERIOR EXTERIOR 0.15" C-SINK (TYP) '"' z ~CL fr,~ ;; :i~ ~~ ~m =~ ,,,__ ·-· ,,, i[ .:::,~ ••••••••••••• It) , ~.• m ~Qi' ·. --~ ::: :I!( !!l j: ..1:: 0.., § ~i ~ • !i I§~ it s :: Cl>: i ~! f1::: i o oi ~~ .. ~--~ / $ >-'~~~ ,, ••• ':.Jo10m ,,.,., ·•··•···•· ,,, :>>,,;m ,,,, ,,,, !Q o ai o ,,,,,,, "'' O l'l Z . . ,l;-~ o«;,;~ ('-'!! :l! ~ ~zo ~ r(: ~ Eo, -m G °" 8.-5~ ~ci~lt l"'~ ~a:il:~ V . . V JI..:. ~ Ii C 0 E oz 1 !~ ~ ..., (/} 08 2: ~o 'I~~ II i6 §~ cl O::v, ~ ~~ II ~ !s i ~~lo l!ll!l ..... 00 ''"" "'-§i! DAll'.: 02f_!6f_12 SCA!£, N.T.S. DWO. BY: JK CHK. BV: LFS DRAWING NO.: FL-15210.6 SHffJ' 6 OF ..1J1.. 1---------------------------------~~..::!&.....J "' " t :!: :;,i &:! Note: 1. Sidellte assembly screws localed 6" from top and bottom then 5 more equaUy spaced (7 total). 2. Spacing for Item L: 3" from each end and @centerline (3 total). C G o. l>b n. .. E ,,. \\~lllflJJ ,,,,, it ~ ......... ~ ~~ •••• • .. "!-~ s-~ ... --\. ~ ~ '~·( !?l i·,-u"' ? af ~ it i ~ l!; ~ " =1/J~ . i :::~.~ ~ .~ i .. ,1/ij ::: ~ 8 ~ "' %~~······)······· ...-~; ~ 1~m .. :,:, ,,,,, ~ 0~ o ,,,,,, 1111' 8"' z .ii "' ·: ':' i ~!~j ~ ,., ! Eo, -9 m •w "' g_ .CO • C 0-.f,ll:t -q_go. .. 'J ii: o.o.e:! ,11..:, :::::,,_ I~~ ~ ~I (G ik ~ is' & ~ J j I 0 I l I I j e' I N ~ :,: I 'g I I i :li iii I!! M I g i,i HORIZONTAL CROSS SECnON w/l X sub-buc: Oulswing shown (lnswlng similar) ' " .. " ·" 1-1/4" MIN._,_ __ _, EMB. (TYP.) HORIZONTAL CROSS SECTION own w/ l X sub-bucl Oulswing shown (lnswing simHar) G EXTERIOR 3 7 A 4 7 INTERIOR VERTICAL CROSS SECTION Shown w/ 1 X sub-buck Oulswing shown (lnswing similar) . . • b G .. VERTICAL CROSS SECTION_ Shown w/ 1 X sub-buck Oulswing shown (lnswing similar) z~ ~E ::ta:i :z~ u~ ~8 &)~ ~ffi ll.Ql II ~ 'Q' ~~ it ~ ~~ ID ....JO ~ ~t:; ~ §~ "' "'!:l 0 ~@ i c.., .. ~~ ~ ~~ u 3 ~ ; , . z 0 u 1-n.o:~:re-·..._o ..... 2_...__._ ........ -1 ~ sc,u, N.T.S. ~ 1---------1 , DWG. BY: JK m CHK. BY: LFS ~ DRAWNG NO.: 0: I I FL-15210.6 I~ _ • SHE£! _L_ or ..li_ _ «, ~ f :f § !i! I ,_. & s ~ ~ j ~ C Ii (M 8 ! I ~ J N :,: 5: s ~ i I J i I ~ .s I ! ;,;_ Note: ( E ""-1. Sidellte assembly screws located 6" from top and bottom then 5 more equaHy spaced (7 total). 2. Spacing for item L: 3" from each end and @ center line (3 total). ·~ . ~ C 7 INTERIOR EXTERIOR HORIZONTAL CROSS SECnON hown Direct to Masonry Outswfng shown (lnswfng simHar) SEE NOTE 1 . " .. E " 1-1/4"MIN. _.__--" EMB. (TYP.) D 3 8 . b . . • b D VERT!CALCROSSSECIJON Shown Direct to Masonry Outswfng shown (lnswfng similar) 4 8 D 0. 1>b, 0, .. VERIJCAL CROSS SECTION Shown Direct to Masonry Outswfng shown (lnswfng similar) .. ~[ ::!. cc ~~ i[ ~-_., ~~ ,,,, ,,, ~ •••••••••••• ~~~ U) ,""-~ •• •• •••• ~ CD ~~--·. --~ ;af ~ • 11§~ ~ ... ~ :,_:( ~ 1· ..J-: <.i "' ~d)\ ~ .!9~i-0~ -•• • ' u "I") 0::,\),\ j ,•· .$ "~~ -:,. •• • , i-;: Oco«> ,,,) ·•·•· ••···· ,,, 5 >,,;ca ,,,, ,,,, !2 om o ,,,,, 1111\\ 0 l'l z ii' u"' ·: ('-t (>M~..: ..,. 1! ~ z O U '" '-~ Eo, 9 a,• ,, ,tt-fi~ -o5!t' '\"" .,~ ala:if~ ,..:. ::::,,,,. Ii c~ ~ J 1~ es og ,t;c Ov, ~'.s <llt, i~ iJ Ci: ll: ~~ 1i:!Z u~ t=r ~g ,:, ~1-ffi fcl ::,; ~ll:: ~~ ~~ !s !;lo ~ ~§ < :r:v, l!;il!;llii ~I~ .... ~ .. 00 ~ .• C"II !~ 0 '0 1>'.TE,02/16112 SCALE: N.T.S. DWG. BY: JK CltK. BY: LFS DRAWING NO.: FL-15210.6 SHa:f .JL DF.11l. ci ~ . >-z ; , • z a u • z 0 " 5 m ~ ri .. jj " " : f g 1 r:;-ij $ I;! i I I I I f i $ i I J I .s l ! i,i E Note: ~[ .... i~ 1.S' 1.25' . MAX. MIN . ......,_ p EXTERIOR 4 9 VERTICAL CROSS SECTION Shown Directto-Maso!'\Y. -Outsw!ng onlyw/ 4-9/16'jamb Double Door Only (N/A w/ Sldelites) 1. SldeHte ossembly screws localed 6" from top and bottom then 5 more equally spaced (7 total). 2. Spacing for Item L: 3" from each end and@ center line (3 total). h 9 HORIZONTAL CROSS SEa,QN Shown Direct to MaSO!";Y, Outswing only w/ 4-9/ 16' jamb Double Door Only (N/ Aw/ SideHtes) INTERIOR EXTERIOR E ... • 'Z' ~[ Jl~-:fl I MIN. -J..---..,_ • • . . , I · .. j INTERIOR 5 VERTICAL CROSS SECTI_QN Shown Direct to Mason~ Outsw!ng onlyw/ 6-9/16' jamb ~1 2 9 9 "• ft, ;i ,...:~ HORIZONTAL CROS_$SECTION Shown Direct to MaSO!";Y, Oulswing onlyw/ 6-9/16 jamb E EXTERIOR 6 9 ~[ flJ~. :!t,.; 'Z' '.:!: ~ I MIN. -J..---..,_. • . . . , I · .. j VERTICAL CROSS SECTION Shown Direct to Mason~ Outsw!ng only w/ 6-9 /16' jamb ½~ -::. •" EXTERIOR ~ (! SEE NOTE 1 u 1-1/4"MIN. 3 9 EMB. (TYP.) HORIZONTAL CROSS SECTION Shawn Direct to Mas~ Outsw!ng onlyw/ 6-9/16' jamb ,,,, ,,, ...---.,,. ~ ••••••••••• ~,.~ U) $~.--·· ·· .. ~ 0, .... fJ.• .. .,. ~ ::~.-, ~ 1· =o"' f tsf ~ -tt lJ§;i; it" ::: -"; 1:· : .::i· -~ .-v,. z : ~ om ~ ~-..... ..··· f ~ :£ ~ ~ , •• • ' :.JOCOGO ,,,.) ...... •.•• ,,, :::, >..;0> ,,,, ,, ,, ~ o .; o ,,,,,, ""' 0 I') Z i ~ o"' ;;-: ~ ~Jl1 ~~!o C'i.. l°'s.~~ Ox l ~~ ~~ii: E i ~o ~ E oZ ~ 1! !~ ~ & li Lu i:::~ ug ~g ,!;c:, H r ;.J ~&l a~ Cl.IX> ~ §v, ii ~ 0:: l515 0 :ci::: i ~ la: i I ,,-.. _., ~;~ ,.._..,o .. -~ o,.mo2 SCALE: N.T.S. DWC. BY, JK CHI<. BY, LFS -NO., FL-15210.6 SHttT .JL Of' .ti. ci ~ • ~ • ~ , . z 0 " • z 9 5 m ,; ,i N 0 N g ~ ~ t ~ ~ ~ ~ s: i I I I I J ~ s: i j i I .s I ! i,i_ INTERIOR 40 INTERIOR EXTERIOR f 1 ) VERTICAL CROSS SECTJON 10 lnswingshown EXTERIOR ,-. 50 4 VERTICAL CROSS SECTION 10 lnswing shown -~ NOTE 1. Spacing for Item K: 6" from each end and at centerline. ~[ :!. ai :1:~ al 3 10 ~"'-"'-"'-"'-~ ~ ~ . •V• VERTICAL CROSS SECTION Shown w/ ADA threshold DY 2 10 ::i--,. i~ ,.. . :fl .J VERTICAL CROSS SECTION Outswing shown INTERIOR 177~771 5 ) VERTICAL CROSS SECTION 10 Oulswing shown ::i--,. i~ ,.. . :fl EXTERIOR ,,,, ,,, ~ .. ~~ ••. ··q,:--:-U) ~Q.••·· ·\.~ ! ::}//( !1l 1· ..1-0 ,., ? a{ ~ -tr l ~g ~ rt " :: ~ . :15_:::~· ~ -d)~ :2 :,..:: 00> ~,i,\ ! : ~ dm!'.! ,, ••• ' 1-:ooco --:,.,) ······· .... ,,, 5 >,,;0> '~~, iC ,,,, ~ o CD o ,,,,,,. '"' 8 :::i ·: z C, K ~ ,( z O 0 1.cg 9~g~ 0--.12 ill .. sq.cm o. ~ mo. o. "-I J ~~ ~ i !~ es "' 08 ~c, 1E~ 15 Cl.CD II ~ !2 0 6 ~ ~ 5 l!;ll!;I~ e!le! 11n ~. 12112' iD:: ~~ :, ~ ci ! ~ ; a . z 0 -u ,,.mo2 16 12 ~ SCA1.E: N. T.S. ~ DWG. BY: JK ~ CltK. BY, LFS i DRAWING NO.: ,i FL-15210.6 " b=.lQ_ OF 19_ j~ R:\Olents\Plastpro, Inc PERMANENT\A--Product ,lpproYals\Fl-15210 HVHZ Aberglass • Impact Opaque and Glazed\C • Orawlngs\Fl-15210 (2017)\Fl-15210.1-6.dwg, 11.6 I C: )> r-1 : OVERALL HBGHT ~ 1---------HANDLE HEIGHT • 1 o r □" ~=-----.------.----....,,..,,,..... ____ _ ~ - - -~ ~; ~o "tj;J ~ oo-----· G) ~ ;,o V> i t: -: _,, 3:: ~ ---11--0.11" ~ ?l @( )@ ~ i 7 ... ~ I:! ~~ §;i: ~3:: o.5 ~ 'i o<a) cik~ ~"b O'l'-. () 0 0')(.. ~ ii iq~ i'l ~ ~ ... I ,~ \ ~ 98) ........ ... ... ,a ii 1 · 8.82" I _l 3i [o c:=:::J O c:=:::J o) ~ r " !::_ 1 -.. -0.1 i i:I ... 5: ril I l u,J mtl I .. -lS'-,.._j t ~ 41.7"----i ! 12 j r! ~ PRODUCT: El ~ · · ; r.l PRASTPRO INC. t-.. 1 ~ ~ . l;J FIBERGLASS 000£ 1-c;; ~ 2; !ii "-> '· :_, m 2 7/24117 UPDATE TO 6TH ED, 12017) FBC JK PART OR ASSEMBLY: I-p ~ ~ !ll _ I J/9/15 UPDATE TO 5TH ED. 12014) FBC JK J-POINT LOCK DETAILS <o 0> "-> NO DATE _ ,._,_.,_ BY 0201 2 R.W. 8UILOING CONSULTANTS INC, be '7-:2,7 Documonto Preparod-By. Lyndon F. Schmidt ,,,11111,,,,, ,,, SCH•~ ,,,. ,,, t:,••·"·~~~~ .. ~ V.•·~·•r, g .... ·· ··· ... ~ .., : No43409 ._ ,_ =• i -.* i* ;-a.\ f ,_-ii.•. . P.E. No. 43409 ,11 ""'1111\'" -,• ,,,,, .... ,,,, CD BUILDING CONSULTANTS, INC. J\.,W P.O. Box 230, Valrico, FL 33595 Phone No.: 813.859.9197 FBPE C.A. No. 9813 R:\Cllents\Plaslpro, Inc PERMANENT\A · Ronda Product Ap!Jrovals\FL-15210 HVHZ Aberllla .. · Impact Opaque and Glazed\C • Drawings\FL-15210 (2017)\FL-15210.H.dwg, 12.6 ~ C, C: "'I~ "£~ ~§ ,,c;g; f ~ I I C, ~ I I I I I I ~ ~ L,.$ . =i•w-J ,,11 .. ,,,,,,, I ,,, CH ,,,. "'' f.~ .... ~~J-"-::, ~''-':···~·-..•. ~ / l / No.-43409 \*-.?""r-~ * i 'f'2.,;, ~1 \ = : ! 15~ !jl I !;I j ~ ~ PRODUCT: ----Docum•nto Piiopored-·e,r. -~~•• •-•-•••·~._ !!I i!) I" · j; r.1 ---PRASTPRO INC. Lyndon F". Schmidt .-,,,, •••-~~~ ,~ I-I ~ ~ ~ FIB£RGLAS5 000£ P.E. No. 43409 1111 10NAI,. 'e,~,,, IN -li 11111111111111 !;l ~ '· r-~ c» 2 7/24/17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I-p <iJ ~ !') _ I 3/9/15 UPDATE TO 51H E:D. (2014) FBC JK J-POINT LOCK DETAILS :llw P.O. Box 230, Volrlco, FL 33595 'D o, "' NO DATE BY Phone No.: 813.659.9197 REVTSIONS FBPE C.A. No. 9813 2012 R.W. BUILDING CONSULTANTS INC, ; f ;;j El o:' i :::i El i ·3 is I ] j R .§ J 11 u: ~ :,: :::i ~ I ~ TYP. HEAD &JAMBS 1rr· 11 II BUCK ANCHORING ~ J.i1t_i ~7 .. [ ] ~~ ~~ -o ~ CONCRETE ANCHOR NOTES: 8: I. C011crete anchor locations at the comeB may be adjusted to maintain the min. < edge distance to mortar Joints. 'ii 2. Concrete anchor locations noted en "MAX. ON CENTER'" must be adjusted to "8 maintain the min. edge distance to mortar joints, additional concrete anchors <I: may be n,qu/red to ensu,e the "MAX. ON CENTER" d/merulon are not exceeded. j 3. Cancrete anchor table: MIN. CLEARANCE MtN. CLEARANCE a: i ~ ~ lf .5 ANCHOR ANCHOR MIN. TYPE SIZE EM8EDMENT TOMASONR.Y TO ADJACENT EDGE ANCHOR 11W TAPCON9 1/,f' 1-1/,f' r ,.. ULT~gON1 1/,f' 1-1/4" 1" ,.. TA~ON9 3/16" 1-1/,f' AJSHOWN 1-11r WOOD SCREW tNSTAl.lATION NOTE5: I. Maintain a minimum 5/8" edge distance. 1· end distance. & 1· o.c. spacing or wood sc,ews to prevent the sp/Jttfng of wood. r ~ ~ l r "1 .,, A$TAAj;AL STRIKE JAMI FRAME 2X BUCK DIRECT TO MASONRY JAMB (TYP.) (SEE SHEET 9;;;_) ~ ~ ~~-I l7 Fi 3" r• (TYP.J 7 ~ JfTYP.) _j I I 1{1 I I I ii t SEE DETAIL 2 II "" g_ ,.,,,,,,. .. / ~ TYP. HEAD &JAMBS 6-9/16" JAMB~ -~ DIRECTTO -TYP. "" ' 11 MASONRY JAMB (TYP.) (SEE SHEET 9) SEE DETAIL 1 FRAME ANCHORING --xx--11 ~[ ..,u -ci I.ATCH & DfAP BOLT DUA/!. !! !! i-i-DETAIL I SEE HINGE DETAIL (TYP.) !,. .;; i ~ .;; l HINGE.IAMB DETAIL2_ DIRECTTO MASONRY lX BUCK 2XBUCK Astragal throw bolls at the threshold (Outswlng) Attach asfragal throw boll strike plate to frame as shown DIRECTTO MASONRY IX BUCK 2XBUCK DIRECT TO MASONRY IX BUCK 2X BUCK ,,,.-,,, . ~t ·············· U) ~Q .. •· ·. -;. ~ ~ ~ .. , ~ l": :: 0 ::i ?at ~. ii§~~~ ~en\ ~ !§~~ o~ %.\)'~·-. f . ...-I! i~~ ..... ,. ............ ,, 5> •O, ,,,,, ,,,,, ~ 0 ~ 0 ,,,,, 11111\ 0 .-, «> z ill-~ o"";i~ t'i:2 ~~zo '\',~ d~ ~~g~ '\ f~~ ffi~i!:~ !"-. ~ Ii CO ~ {!~ ~ 8 !: _\)_---:.~ "' ~ Lu 0 d8 ti ~a ~ OV> ~ ~)<' QcV, i:!::S ~ ~c v,<:> ~85 w V) 0 Q<tl !!al :z ... HINGE DETAIL .. lnswlng ii ~ ~ G I-::, 0: a, a: .... ~ ,;:: 0 QEJ.AIL I Aslragol throw bolts at the threshold (lnswlng) {.){.) E: E: "+ 00 ;~ en z 0 iE iE vi (0 1/) GS ~e a:: ~~ 1§ 1§ Q Q. ::,::, ~II) -w ~ 0, '< ,.._., 0 SCM.£, OWG, BY: JK CHK. 8Y: LFS DRAWING NO.: FL-15210.6 I i o'-----------------------------------------------------------------------------__.'----'='-==:....1 SHrrT 1 .3 OF JJl. ~ ci :; • " z ; , . z a u • z § 5 m ~ ci N □ N (I "' :!; f s I ~ ~ f I ] j I I ~ SI 2X BUCK, )I 4" (TYP I 4" (TYP .) ~Mm ~ ·J__~ Jr 8" (TYP.) If-8'' (TYP.) 111111 II 11 II BUCIC ANCHORING oxxo 4" 7 G(TYP.) 111111 --111, rn "'~ '° 11 q ~ II~ iu II T . a:: fr, i~ .,; ~~ -o AS111AGAL STRIICE JAMB r 1= ' (TYP.)] 3" 1 ~ 7' (TYP.) :j• . . .. . ._ .. 7 (TYP.) 3" (TYP.) 0u. I 1IIILI I I 1~1 I :::::::ui \ 110 II SEE DETAIL 2 r~2XBU(;~ 1r II TYP. _ ,vr,11r-v MULLION d ~MW~,,? _ TYP.HEAD _ & JAMBS D TYP. SILL I I I I 11 ' SEE DETAIL 1 FRAME ANCHORING OXXO I J!IHi I I I '"""'' ,, ,,,,, it ,,,,. ~' ········• ~~ .. , ~ {.. .. •·· >.:fS{--~ ::'fJ_/ ii ..... ..!-:; rJ ::i ~~'( :~=~~ = : it : = . = "': oj ~1B:: ~ o ~-\ z /~<.g~!'.! ~"'~·-. • ••• ~ !j ~"!~ ,,.,, .......... ,,, ~.!'.!. I I ,,.,, it ,,, z ~ ., ~ l!]I, ,,,,,,,. "'' 8 .... l .t .. ox~<0, -s-" z 0 6--9/16" r JAMB®-DIRECTTO MASONRY JAMB (TYP.) (SEE SHEET 9) _ '° ~ \["' ~ d.. s ~ l ~ '\J,,,o!i! SC!.cm t[ Ill~ m Q. Q. "-~ ~;;::-~~ ~g SEE HINGE DETAIL (TYP.) !,.. ;;; + !!: ;;; l HIN'i_EJAMB ! ~~ ~ il "l'i.j es 8 3-o. c., I Lu J: u8 0 2: ~c::, ... Otll ··t' ll:::5 ~ g ~~ ~ ....... Q.Ql ~ ~ ii c;: ~ D !ii 15 Q. !ij LATCH & DEAD BOLT DETAIL HINGE DETAIL HINGE DETAIL ~~ :lie§ Q. :, j;;;--••ul ~~! ' -I I z it lnswing Oulswlng :ii CONCRETE ANCHOR NOTES· ~DIRECTTO i I. Concrete anchor locations ~t the comers may be adjusted to maintain the min. M MASONRY ~ edge distance to mortar joints. 1 X BUCK I I I I Iii'. I 2. Concrete anchor locations noted as "MAJC. ON CENTER'' must be adjusted to H :, maintain the min. edge distance to mortar jalnts. addlffonal concrete anchors I I I I ~ lilJj may be required ta ensure the "MAX. ON CENTER" dimension ore not exceeded. l======l >-------< L 2X BUCK --,. 3. Concrete anchor table: ~ c J !ANCHOR !ANCHOR! MIN FMIN.CLEA~ANCE fMtN.CIEA~NCEI ~:::::::::~ 32 .... ..,,-~ I I '''" I ••-I ...... _ .. : .... I "' ~;~u•v I "';;~';;,;'" I ".,::: ".,::: ~ ~ S... = s.. I I I I I"')":;= : " !ii TA~oN• 1/4" 1-1/4" r 4" ~ ~ T r Mtt:02 16 12 ~ ~ ELCO •• l/4" 1-1/4" l" 1¥" 0 .-------I SCN.L, N.T.S. 5 ~ UITRACON DWG . ...,, JK m .l( ITW • t-------1 · • TAPCON9 3116 1-1/4" 3" l·l/%' DETAIL I DETAIL I DETAIL 2 CHK. BY, LFS ! .& WOOD SCREW INSTAILAHON NOTES; Astragol throw bolts Astragal throw bolts Attach aslragal throw bolt -NO" " I I. Maintain a minimum 5/lf' edge distance. 1· end distance. & I" o.c. spacing of at the threshold al the threshafd slrfke plate to frame FL -1521 0. 6 0 J!i wood screws to prevent the spljttlng of wood. (lnswing) (Oulswing) as shown " jj SHEET J..i. Of .J.H. 0 9-I TYl'E . I SIZE I ~-· -· -l l J ~ ~ ~ ii R:\Olents\Plastpn), Inc P£RMANENT\A • Florida Pn>duct Approvals\A.·15210 HVHZ Aberglass • Impact Opaque and Glazed\C • Drawlngs\fl•15210 (2017)\A.·15210.1-6.dwg, 15.6 ~ ~,, ~) ~ t 5 lg :ii !2 Ill ... .... 8'.g!l.~ I: fli!§ :-&"' ,..ell ~ g ell ~ ~ ij L I p ~ 0 ~ § ~ 0.573'' ~ ~ J t --1~ 0.050" 1100.31" ~1 ~ "' 0 ½ ~ ½ .., ~ ~L ~ LL p .... ~ ~ ~ "' e; ~ V> "" n -<> "' "l 0 1 5 ~ 6'i p .... ~ ~ re ij :0 I . kl ij "'~ 0 "l ½ ,,,11\II 111ft ,,, ,. 5f'!u.!'1 ~' ...,,,~:-•·=·'!'!'',..'',,. h ~ .. ~:V)', ,,. g /' ··• ... ~ 7-c -. : No.43409 \ ~ 9z,;. =-. .,,_~ * ~*. ~-1)--: 1ln~1 I i i I!! ~ PRODUCT: Document. -Piiiparod By: ;?J . . ~ r,I PRASTPRO INC. Lyndon F. Schmidt I !!!! !!!! ~ FIBERGLASS D00£ P.E. No. 43409 ,,,-•~A\. ... ,,· c:;; j5 :z: ,,,,,.,,11111 N .. r-:_, ;;; 2 7/24/17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. ~ ;;) §ii: !Jl _ I 3/9/15 UPDATE TO 5TH ED. (2014) FBC JK ASTRAGAL OITA/ts :llw P.O. Bo• 230, Volrlco, FL 33595 O> N NO DATE BY Phone No.: 813.659.9197 REVlSIONS FBPE CA No. 9813 0201 2 R.W. BUILDING CONSULTANTS INC, ~ ~ l:i - ~ L i-r I t 60?£1> 'ON •3• d ~P!W4::>S ·.:1 uopu.<, ,......,..,_.,.,_.nooo WOilOS t ~ ~ -0 l ~ ,:; ~ "' "" :;;: ~ 7 I !!:? t±-11 t t Sl/'1130 lV:J\>WS\f 'A 181'l3SSV !10 .!.!!Vd 3000 SSVJ9H38ci 'ON/ OHdlSW/d ~ ~ :c :::, 0< E. :c ~ :5 ~ I -.; ii ~~ ~"' ~ I 0 lo .• :c ,0 :::, °' E. !::; 0 "' 0 < w 0 a-a SN ISIJ\3~ AS ON "' 10 ~ >Ir ow l -Iii ~~ cl >Ir ow ?: 10 ,-.: ~~ a -z ~, "' i i ,~ 0 Ill s l ~ i ! ~ ~ 31: J_~ i i ,._ E ~je .t~·o-DL i1i ---~ :::, 0.:::, ii! .2< .?:-.0 E ., ~ i1& Ii ::,. E :::, -~ ~ 9·91 '5MP·9-1·01zs1-M(LTOZ) 0TZ5T-"1,J\s6u!Ml!.I() · :)\pa2,!f) pue onbed()pedWI • SSeifiJ"'lll ZHAH 0TZ5l·e!ISJ•N>J1ld1,,i:>nP<>'d -• -3d JUI '0"1!Rld\51UO!Ol'll R:\Cllents\Pfasl!XO, Inc P£RMANENT\A • -Product Approvals\Fl-15210 HVHZ Rberglass • Impact Opaque and Glazed\C-Drawtngs\Fl-15210 (2017)\Fl-15210.1-6.dwg, 17.6 -< .... "'~c!, §:I~~ !s :z: -i !E ~ ~ I k2.6S· __J ~ ~ !§ .. "' "'"' [g g ..., -~7 □J -I l-o.32'' ! Q 7 i--o.50" r..... I _J_ ..., ... ~ill E ~~ ~ C ... I t 3 A-A 'v QJII .... . -;?: °I C 3 5· C 31s Ji (C ,. Q.), ~ ~ ( c!, a--< ,. i i! ~11 ii 1!: I ~ 111111 Olli TOP "'"' ~~ 0> " "l 11 "' 0, " "l Ill I ~ > 0 "' 0 !::; -:::i :r 1111 i ~ _I ,-111·1 ~ ~-11 "' ~ ~ T I ~ ~~ BOTTOM ~ Ill I I 0 a ~ .... -m "' -"l Ill I ,,,,1111,,,,, ,,, SCH• .. ,,,. ,,, t:.•·· .. ·!!!'~..",.,, ,, V.••~••r·, §' .... ·· ··· ... ~ -~ .. ._ .. ~ .. l'lft ·---!I! I ~ i !'! ~ PRODUCT: 0oc ......... Prepa-El ;!l · I', r.l ---PRASTPRO INC. Lyndon I'. Schmidt I-I !l! !l! ~ FIBERGLASS OOOE P.E. No. 43409 .,1 • ...._ -. ..... ~ ~ z '''"""''''' ~ l\l .. r :., ;;; 2 7/24/17 UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: BUILDING CONSULTANTS, INC. I-!:) t:1 !i,; in _ 1 3/9/15 UPDATE TO 5TH ED. 120141 FBC JK ASTRAGAL OITA/LS J?,w P.O. Bo• 230, Valrlco, FL 33!195 "' 0> l\l NO DATE _ _ _ ..ID'._ Phone No.: 813.859.9197 E:'IISIONS l'BPE C.A. No. 9813 201 2 R,W. BUILOING CONSULTANTS INC. nss ·oN vo 3dS.. SNOISIA3 L616·ss;s·1:1s :·oN 9U04d tf/1 sss££ ial •001,110" ·= •oe ·o·d /Yb ·oNI 'S.I.NVJ.70SNOO ON107l08 SlN3NOdY'IO:J l--'J..8=-l-~--------1-~3.J:~\IO"--"O"'N:,,i"I to °'I ==~-~ )If' :JEl:I tlOZ '03 HJ.g OJ. 3l'r0d0 i;1 6 r I -ui ~ ~ ci -:;.1srassv !10 .ur;d >Ir :)8.,1 LIDZ '03 H.L9 OJ. 3l',Od0 LI ti: L Z ~ ~ ., i;j :!; 11111 .SL'IJ 601'£1' 'ON •3• d 1w405 ·.:1 uopi.1,(-J i -col 3000 SSY1D~8/.:i "' ~ ~ I -I ':JNI 0~~d '.L:Jnoo!ld ,___,_ ________ ,__ _ __,___, i ~ i ~ I ~ I - .SL'II ~ ~ l J . I .. 1 Zl !2 .,; ~ .... ,86' LJ LJ 9·91 '6Mp·9-t·o1zst-1"\Cl10l'.) 01is1-1c1\sliu1Ml!.IQ • '.)\pozl!J~ pue anbed() ioedw! • SSllJi!J-ZHIIH 01ZS1·7"1~•AO.lddv Pf!JlOJd -• W\!N31M1ll3d JUI 'OJ<liSOid\SlU"ID\:~ ; f s 1 R §, ~ i .s ~ G i l I ! 8/U OF MATERIALS IIEM I I DESCRll'TION A I lX BUCK SG >= 0.55 B I 2X BUCK SG >= 0.55 C I 1/4" MAX. SHIM SPACE D I 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW E I MASONRY -3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 F I #8 X 1-1 /'Z' PFH WOOD SCREW G 11 /4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW H I 3/16" x 3-1 /4" PFH ITW CONCRETE SCREW I 11 /4'' X 1-3/4" PFH ELCO OR ITW CONCRETE SCREW K I #9 X 2-1 /'l' PPH WOOD SCREW L I # 10 X 2-1 /'Z' PFH WOOD SCREW (1.15" MIN. EMBEDMENT] M I 3/16"X2-1/4"1TWCONCRETESCREW . ---N I 3/16" X 2-3/4'' ITW CONCRETE SCREW P I 1/4"X 2-1/4" PFH ELCO CONCRETE SCREW 1 I POL YFIBER JAMB 2 I FINGER JOINTED PINE FRAME 7 I WEATHERSTRIP 8 I DOOR BOTTOM SWEEP 9 I 4" X 4" BUTT HINGE 11 I #9 X 3/4" PFH WOOD SCREW 22 I 3 PbINf'1C>NGUE'' MULTIPOINT LOCKSET (Mfg. BYHOPP§. 23 I MULTIPOINT STRIKE PLATE (TONGUE SYSTEM] 25 I LATCH AND DEADBOLT STRIKE PLATE (TONGUE SYSTEM] 27 I LATCH STRIKE PLATE 28 I DEADBOLT STRIKE PLATE (SECURITY] 29 I ADA THRESHOLD 30 I OUTSWING THRESHOLD 31 I OUTSWING THRESHOLD 32 I OUTSWING THRESHOLD N I 33 OUTSWING THRESHOLD I 34 OUTSWING THRESHOLD ~ 35 OUTSWING SIDELITE ADAPTER ~ 36 INSWING THRESHOLD i 37 INSWING THRESHOLD j 38 INSWING THRESHOLD I 1 ~ I DOOR PANEL-SEE DOOR PANEL DETAIL SHEtT FOR I 4U ~QNSTRUCTION DETAILS 39 I INSWING SIDELITE ADAPTER JI !SO I SIDELITEPANEL-SEESIDELITEPANELDETAILSHEETFOR CONSTRUCTION O_!;l_AJI..S g I 55 #l0X 1-1/'Z'PFHSCREW i 57 BACKING PLATE I 58 #8X2"PFHWS ~ 60 MULTIPOINT STRIKE PLATE .li1_ 62 ENDURA TRILENNIUM 3000 LOCK ASSEMBLY 65 OLP ASTRAGAL MAIHIAL WOOD WOOD STEEL CONCRETE STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL STEEL COMP. I VINYL WOOD FOAM VINYL STEEL STEEL STEEL STEEL STEEL STEEL STEEL ALUM ALUM/WOOD ALUM/WOOD ALUM/WOOD ALUM/COMP ALUM/WOOD VINYL ALUM/COMP ALUM/WOOD ALUM/COMP VINYL STEEL STEEL STEEL STEEL STEEL ALUM 66 I CONCEALED STIFFENER ALUM 67 I SLIDE BOLT ROD ALUM 70 I ASTRAGAL BY ENDURA ALUM 71 I BOLT RETAINER (9-3/ 4'J ALUM 73 I SLIDE BOLT ROD STEEL 80 I ASTRAGAL BY COLUMBIA ALUM 81 I FLUSHBOLT RETAINER ALUM 82 I FLUSHBOLT RETAINER ALUM 83 I FLUSHBOLT ROD STEEL 88 I 2X REINFORCEMENT SG >= 0.55 WOOD lflTITTl1 ,,,,,, iC ,,,,,, ,, •········ ~,. "' -l~ .. •··· ·· ... l m ~~ .. ·· 1·~ :::.0 ::i ~ :I!( ~ : <il:~ ~,... =al ~ ir i~~ · -~ ~\)'.... .... .f ~~~i = Cl)\ ~~ .:!ti::: g! 8.,;., ;, )·•... ••• ,, ::, > ,.; .. ,,,, ••••• • ,,,,, !l! ci.; ~ ,,,,,,,,. '"' Ii 8 ::l 6-< ;; c, ~zo l"E., ~"'!!w J.c~ ~tj_gE .. ~~ ., 0..0.. i ~~ ~ "oJ es 1.: i ~~ ~ 1 ~<!> ~ LL ~ffi ..., 0 Q.~ ~ ;! t;I Is a, § ~ il: 0.. l<J ~8 -0 l§ll§li'ii ~~ .... ~ ~~ (;3@ ~~ ~e Ill ~ I .... 0 u ! ~ ; , . "'1-1~1 lg DOTE, 02/16/12 sc,u:; N.T.S. DWG. BY: JK Cit<. BY: LFS DRAMNG NO.: FL-15210.6 " z 9 5 ID ~ ,i "' -t-------10 ! SHEET 19 OF 19 ~ ii