Loading...
HomeMy WebLinkAboutPRODUCT APPROVAL'S`! Florida Building Code Online r Page 1 of 2 lit 7. BCIS Home Log In User Registration Hot Topics Submit Surcharge Stets & Facts Publications FBC Staff BCIS Site Map Links Search Busines c,!.. Professional i'`I Prod uucbt'iApproval .Mi1RR User Product Aporovai f4enu > Product or Application Search > Application List > Appliotlon Detail FL # FL11979-R2 Application Type Affirmation Code Version 2010 Application Status Approved LE Comments Archived Product Manufacturer Town and Country Industries, Address/Phone/Email 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Authorized Signature Tom Johnston tomj@tc-alum.com Technical Representative Thomas B. Johnston Address/Phone/Email 400 west McNab Rd. Ft. Lauderdale, FL 33309 (954) 970-9999 tomj@tc-alum.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels 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 the Allen Reeves Evaluation Report Florida License PE-19354 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By ORLANDO L. BLANCO, P.E. '. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL11979 R2 COT COI Doc.Udf Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=WGEVXQwtDgsxYIeb4opOD... 5/5/2015 ` Florida Building Code Online Page 2 of 2 �iI affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ._;Yes `_:'No -'INrA FL11979 R7 COC 11979 24 claucle 2010 Cert.pdf Product Approval Method Method 1 Option D Date Submitted 02/23/2012 Date Validated 02/23/2012 Date Pending FBC Approval Date Approved 02/27/2012 Summary of Products FL # Model, Number or Name Description 11979.1 E.A. 24GA 12" O.C. STEEL PANEL 24GA GALVANIZED STEEL STORM PANEL Limits of Use Installation Instructions Approved for use in HVHZ: No FL11979 R2 II 12 OC 24 GA.odf Approved for use outside HVHZ: Yes Verified By: ALLAN REEVES PE 19354 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: SEE MAX LOAD AND SPAN CHARTS ON PAGE 8 OF 9 FL11979 R2 AE Evaluation reoort.odf ON INSTALLATION DRAWINGS I Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street 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 serd 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 dick here . Product Approval Accepts: secvriU•v; O httDS://www.floridabuildina.ora/pr/pr app dtl.aspx?param=wGEVXQwtDgsxYleb4op*->D... 5/5/2015 1. 24 GAGE GALVANIZED STEEL STORM PANELS. .,.STEEL SHALL CONFORM TO ASTM A653, STRUCTURAL QUALITY GRADE 40, WITH G60 GALVANIZED COATING AND MINIMUM Fy=44 KSI. 2. THIS SYSTEM HAS BEEN TESTED AND EVALUATED AS A LARGE MISSILE IMPACT PROTECTIVE SYSTEM COMPLYING WITH SECTION 1609.1.4 OF THE 2007 FLORIDA BUILDING CODE AND ASTM STANDARDS E1886/E1996 &E330. PROVEN PERFORMANCE IS MISSILE LEVEL 'D', WIND ZONE 3. 3. THESE PRODUCT EVALUATION DOCUMENTS ARE PREPARED BY THE PRODUCT ENGINEER AND ARE GENERIC. THEY DO NOT INCLUDE INFORMATION PREPARED FOR A SPECIFIC SITE. 4. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 611515-23 OF THE FLORIDA ADMINISTRATIVE CODE. 5. THE 33-1/3X INCREASE IN ALLOWABLE STRESS HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. G. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND ANCHORAGE LOADS IMPARTED TO THE STRUCTURE. 7. ALL ALUMINUM EXTRUSIONS SHALL BE 6063-T6-UNLESS OTHERWISE NOTED. TOP & BOTTOM MOUNTING DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. ALL BOLTS & WASHERS SHALL BE ZINC COATED STEEL, GALVANIZED STEEL, STAINLESS STEEL OR 2024-T4 ALUMINUM ALLOY WITH A MINIMUM TENSILE YIELD STRENGTH OF 33 KSL 9. STORM PANELS ARE NOT AIR PERMEABLE. THEREFORE, MINIMUM SPACING BETWEEN PANEL AND GLAZING IS NOT REQUIRED. FRACTURE OF GLAZING IS ACCEPTABLE WITH THIS PRODUCT. 10. SHUTTER'S MANUFACTURER LABEL SHALL CONTAIN THE MINIMUM INFORMATION OR TOWN & COUNTRY INDUSTRIES Fr. LAUDERDALE, FLORIDA LIMITATIONS THIS PRODUCT HAS BEEN EVALUATED AND IS IN COMPLIANCE WITH THE 2007 FLORIDA BUILDING CODE EXCLUDING 'HIGH VELOCITY HURRICANE ZONE.' MISSILE IMPACT TESTING WAS PERFORMED TO WIND ZONE 3 (BASIC WIND SPEED < 140 MPH) MISSILE LEVEL D REQUIREmLNTS. THIS PRODUCT HAS NOT BEEN EVALUATED FOR ENHANCED PROTECTION OF ESSENTIAL FACILITIES AS DEFINED IN ASTM E199& NOTCH VERT10 ONLY AS M V„ SEG r r .� OXEM ANCHOR SPACING 2-1/2' MIN APPROVED ANCHOR WITH MINIMUM OF I ANCHOR PER CUT SECTION MOUNT CONNECTION RADIUS "U" HEADER TYPICAL ELEVATION GA. STEEL STORM PANEL KEYHOLE PUNCH WASHERED {PING NUT (71'P) 0�0 ANCHOR (TYP) TYPICAL PLAN VIEW 2-PANELS SHOWN ul s � Wm" adz° Ng:Lq z a4 > rr_ acy i$ w u �1J m Na° 0, yC L al X o (DATE- 28 NOV. 20061 DRAWN- CHECKED, DWM ANR ' PROJECT NUMBER . ;. 06100009 & • 07070009 i ., J �e\�,'"•. 08120002 /( 22 IicCd�y a[IC tea$ SHEET i OF 9 I Cl COAWEC71ON TYPE EMBED REFERENCE ANCHOR r 1 CONNEC770N TYPE SCHEDULE FOR MAX EMBED REFERENCE ANCHOR SPACING SCHEDULE FOR MAX . SPACING 7 18 10 C � WO •,� � lk. 5 a� B 2 m EXlS77N GLAZING ENGD= KAY DETER= 1 lG IXlS77NG KANTAMM WILT GLAZING 2 CONDUMM 'aca j—ate urn, Lo w UMJ= SIDE .MMVJRES R vwi 3" MAX. UILD-O I EMBED C 1 CONNEC770M 7)PE IXISRNG CONCRETE HOLLOW REFERENCE ANCHOR FR ma BLOCK OR WOOD f7iAM/NCI ,(SEE ANCHOR SCHEDULE BASED ON SPACING TYPE OF STRUCTURE) WALL MOUNT SECTION 1" J EMBED Cl CONNECTION 71PE --D=ING CONCRETE; HOLLOW REFERENCE ANCHOR BLOCK OR WOOD FRAMING (SEE SCHEDULE FOR MAX ANCHOR SLn.DULE BASED ON CING TYPE OF STRUCTURE) n BUILD -OUT SECTION SPECIAL NOTES: ANCHOR, ANCHOR EMBED AND ANCHOR EDGE DISTANCE SHALL BE AS SPECIFIED ON SHEEP 8/9 AND 919. ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. STORM PANELS ARE NPL AIR PERMEABLE. 7HEREFORE, MINIMUM SPACING BETWEEN PANEL AND GLAZING IS NOT REQUIRED. FRACTURE OF CLAZING IS ACCEPTABLE WITH THIS PRODUCT �Ln 1 CONNECRON TYPE REFERENCE ti f0 a ol m ANCHOR SCHEDULEf°R ^ Li MBE MAX s a ra n d o Z SPACING $ Z 4 5d UI N �L" B� > UI C M i W N 7 Mvu z Cl N L ~ �T j W X L o f w H QhQ cl: O 3�w m� i j�l- EXISTING GLAZING to 0. ¢ U w ED co Z W N N i � J 8 LQu � 5 ' jW0 EMBED _Cl CONNECRON TYPE y REFERENCE ANCHOR ICJ lSfING CONCRETE HOLLOW Sc FOR MAX O BLOCK OR WOOD FRAMING (SEE SPACING ANCHOR SCHEDULE BASED ON $ 71PE OF STRUCTURE) �` n`'h" HEADER SECTION DATE, 28 NOV. 200 � DRAVNi CHECKEAi BVN ANR ' PROJECT NUMBER 06100009 & /7070009 .i;,l 08120002 SHEET 2 OF 9 z a odce.yee.Q .2oe4 EDGE DIST. EXISTING GLAZING ,C2 cONNECRON 7YPE RE£EAFNCE ANCHOR SING FOR NAX SPACING EMBED I EMBED C3 CONNECRON TTPE C CONCRETE HOLLOW EDGE REFERENCE ANCHOR_ BLOCK OR WOOD fRLiRNG (SEE DIST. SCHEDULE FOR MAX ANCHOR SCH£O(f!E 845ID ON T:P£ OF S7RUC7URb �U" HEADER SECTION u Cl CONNECRON TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING '-Cl CONNECRON TYPE \ SCR mUNLEEFOAIgC NG CONCRETE: HOLLOW S BLOCK BLOCK OR WOOD FRAMING (SEE ANCHOR SCHEDULE BASED ON TYPE OF SMUCTURV BUILO-OUT SECTION ` SPECIAL HEADER SPECIAL NO 5: ANCHOR, ANCHOR EMBED AND ANCHOR EDGE DISTANCE SHALL BE AS SPECIFIED ON SHEET 8/9 AND 9/9. AL_ .1NCHORS SHALL BE INSTAaED' PER MANUFACTURER S INSTRUCTIONS. STORM PANELS ARE NOT AIR PERMEABLE. THEREFORE, MINIMUM SPACING BETWEEN PANEL AND GLAZING IS NOT REQUIRED. FRACTURE OF GLAZING IS ACCEPTABLE WITH THIS PRODUCT. cc- Cl COMNECRON TYPE y Lim.. EMBED REFERENCE ANCHOR SCNEDUIE FOR MAX uy n O Z SPACING R UI Z . Q a4 Ni! >VMi tn if�4 TWin W W V JJ 0.25' MAX. n 3 Z a a O e n aXL W `• c Q°. n Q I� Wac • 73� Wa A. F_ H m EXISTING Q m GLAZING o. o� y I 3SW n �� I �e HNC¢ to L)Wc-,Ld wo: 3„ MAX BUILD-OW14 it y Ld W O $ , 8 CUN¢ ti W0.625' ' a 1' a 7 19 EMBED C I CONNECUON TYPE (y REFERENCE ANCHOR SCHEDULE FOR MAX v NG CONCRETE; HOLLOW SPACING r ^ BLOCK OR WOOD FRllgNG (SEE ANCHOR SCHEDULE 84SLD ON C c�JJ2 TYPE OF S7RUCIURE7 (� Q n BUILD -OUT SECTION SPECIAL HEADER O DATE, 28 NOV, 2006 ➢RAVW CHECKED • ' HWN ANR PROJECT NUMBER 06100009 & 07070009 OB120002 SHEET 3 OF 9 GZGG,,, %j,/�•t�_. a Z bdcd�y 2 oa ffi • MIN EMBED C2 f:IANNEL770N TYPE RffERpNCE.WCfpR SPA fOR KLY y OU Wq I� D DWG m Y~ 2 x 4 Pmlyy Qa GLIAS110 EMBED C3 LONNECTKW TYPE IX/SIING CONGREI$ NO(LOW BLOCK OR W000 fR1Y/HG (SEE EDGE REEFAENL'£ ANCHOR SLHEDU[E FOR LLAX SPAGING ANCHOR SCHEDU!£ E4lS© OE/ DIST. TYPE OF STRUCTURE] ��DER SECTIONSECTION q �m m �mAxy EXISTING BRICK VENEER Cl CaWEGNON TYPE RorEROMEB SCHEDULE EDRANGNOinXR sPACINc J3 n s� Ern W O a Z z Cl CONNECTTOY TYPE REFERENCE ANCHOR n �Ea 4 Sri L N C N W y O SCHEDULE MR Ma SPACNO N O =dY' ^ J J 0.5". 7 C tl� Uv� �p 2 't O 0.25" MAX. n ¢ F V_ f W EXISTING STEEL ANGLE 1 fo =Vy. ~ C7 r N 00 M AS APPLICABLE I A J 1 fa 4 m GL�ING a W F~-• QED u rn DlI377NG BRICK SILL o a a U yy yy LLD 3J� W y L,<Ld Os m ti y •�.•.. • Wl7H Z B L QJ N 19 9 Uy o 8 J Lo 1' 14 9 7 /6 EMBED I" MIN `ez'w N4' 'LASHING \ Cl CONNECTION TYPE PENETRA770N AS APPLICABLE REFERENCE ANGTIOR SCHEDULE FOR U4X EXISTING 2 X 4 WOOD EXISTING 1/2" MIN PLYWOOD REQ. SPACING STUDS ® 16" O.C. MAX WITH FASTENING TO STUDS �LD-OUT SECTION -OUT SECTION BRICK VENEERVENEER SPECIAL NOTES• ANCHOR, ANCHOR EMBED AND ANCHOR EDGE DISTANCE SHALL BE AS SPECIFIED ON SHEEP 8/9 AND 9/9. ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER,, IN57RUC'.'OA'',, STORM PANELS ARE NOI AIR PERMEABLE. THEREFORE, MINIMUM SPACING BETWEEN PANEL AND GLAZING IS NOT REQUIRED. FRACTURE OF GLAZING IS ACCEPTABLE W/7H THIS PRODUCT. r C1 ^ v J eWNETET wxe ANCHOR —EY/SRNG CONCREM HDLEOW SCHFDUEE AIR I V o BLOCC OR WOOD E7Ll�ONG (SEE SPACING ANCHOR SCHEDULE BISED ON _ u 7YFE OF STAUClUR� � ( ♦ L TRACK MOUNTING O O DATE. 28 NOV. 2006 DRAWN, CHECKED, BWN ANR PROJECT NUMBER 06100009 & 07070009 ' 08120002 Ie,,, SHEET 4 OF 9 Z� ATcc C•yt ,Q �d6Q 0.50 2., � �-•— 2 —I 0.024 ?5' 2 1.25' 22.40 1 �---- 4.834" 12" COVERAGE 13.83" TOTAL WIDTH 12" PANEL PROFILE --I 2.25" I—0.062' TYP. L 0.375" 2.00" 13 "Lq ;HEADER r 0.867" 0.130"#1 10.418" O.OSJ" (Tra.) �714-20 MACHINE SCREW p STUD ® 6" 0 N O — —ZOO"* U STUDDED ANGLE 125. 2 1 2- 0.024" s COVERAGE n 6" PANEL PROFILE ' id NOTE: CAN ONLY BE USED AS AN END PANEL TO CLOSE THE REMAINING ❑PENING THAT MAY BE LESS THAN A FULL PANEL WIDTH 3.375" (See Note 1) N 0.086" TY' `a o tl� LT__0.3126550.32 0„ BUILD -OUT 6 "F" TRACK 0.368"Ll" 170" 3.000" 1 312" (see Note 1) Un 0.657" -' 0.09411 REVERSED T FRONT 1 2.25 094" 7YP. 2.00 �-- 2" MIN, 5" MAX —•I ALUMINUM ANGLE BUILD-OUT/CLOSURE .368" 0.170" 0.312" T 0 1.675" 0.657" N I_ 0.094" 0 2.187" N 088" R .250" T1P n h ie N hI N �i 2.0007. 2 'W' HEADER (OM19" 7" .5" 8 WING NUT �m a�w C� $yak d 6 d $y� v zZ w v =WY^p JJ 6 C6= n mxa ¢�L. -4 2.00" W - DATE: 28 NOV. 2006 (-q-�_11V-20 SQUARE 14 "E" TRACK ,��LPECIAL BUILD -OUT HEADER "F" TRACK °BWM' CHANRD HEADED BOLT PROJECT NUMBER NOTES: •'. 06100009 6 07070009 '.�!•� •'� 08120002 1) TESTING QUALIFIES 1' AND 2' LENGTHS ALSO 2) TESTING QUALIFIES AS -TESTED EXTRUSION THICKNESS AND THICKER 64G6,,, 57. /p ` •- SHEET 5 OF 9 2� OEcEAno�.Y 2oa4 ' SELECTED ASSEMBLIES OF COMPONENTS i4"-20 Sidewalk SELECTED ANCHORS Bolt W/Nut @ 12" O.C. or #14 SMS @ 8" O.C. (Q) 1/4' X 2-1/2' PANELMATE (MALE) (b) 1/4' X 7-3/B' PANELMATE (MALE) FOR BRICK VENEER (C) . m 1/4' X 2-1/2' PANELMATE (FEMALE) (CI) ANCHOR X 2-1/4' SAMMY ANCHOR (FEMALE) } BUILD - 0 U T WITH U HEADER (e) 1/4' X 2-1/2' QUICKSET CONCRETE ANCHOR Y4"-20 Sidewalk M 1/4' X 2-1/2' TAPCON Bolt W/Nut @ 12" O.C. or #14 SMS 0 8" O.C. (g) 1/4' x 2-1/2' WOOD LAG SCREW (h) 1/4-20 X 5/8' SLOTTED BRASS BUSHING (FEMALE) n BUILD -OUT WITH STUDG�D ANGLE Y4"-20. Sidewalk Bolt W/Nut @ 12" O.C. or #14 SMS @ 8" O.C. BUILD -OUT WITH REV. "E" "'GE IMy 1/4-20 X 2-1/8' PANELMATE INSERT 1/4'-20 X 1' TAMPIN 1/4'-20 X 1/2' to 2-1/2' SIDEWALK S.S. BOLT E w XL) 00 1--0 0 hn 3fw 0 LJ r3 u 4i rn >C4 F 0 ti to ��P4 3J� WL3N os N N Q J t7 �w O � � Q O5 DATE, 28 NOV. 2006 ,- DRAWN CHECKE- BWM ANR .. PROJECT NUMBER 06100009 & 07070009 � 00120002 SHEET 6 OF 9 zz �.:a.,s.se Zse4 PUNCi IN AD RECE7i SIDEW PANEL PANEL FROM DRILL 5116" O HOL! AT 6" OC IN 28" X 7" X 1/8" 6067-T6 ALUMINUM 718" WASH! WING -NUT TWO LIFE SAFETY STORM 6061—T6 ALUM. PLATE PANELS SHALL BE CUT 2" SHORTER THAN ALL OTHER ADJACENT PANELS EMBED. COMMON TYPE RE MUWE ANCHOR SCNfOULE FOR IIAX SPACWC M wm 6O ATE : zz gd v =d§.' N C Ul aU LY JJ m R z a N X Q �L C7 CONNECRON TPE W I,. REFERENCE ANCHOR scNmU E FOR M" SPA c ~ =UN ° OO ?" 5 14 M_JN :x 3ORw m�a -EMBED. � I qCri > —EXISTING STRUCTURE EXIS77NG STRUCTURE U LJ W INTERNAL MOUNT EXTERNAL MOUNT u-QW a2 WLoH O�ti (U't Q N 2.-4" 2" .5/1610 HOLE FOR 2„ FASTENING PANEL > J Lo " 21 PE — (Z — O— e ---o — P� FIRE EGRESS PANEL 0 j — — e —o — a Z Z s" D.C. TYP WALL MOUNT o �O 1 MAX. (MAY NOT EXCEED STORM PANEL SPAN TABLE) DATE- 28 NOV. 2006 DRAWN' CHECKED, I D11M AMR PROJECT NUMBER 06100009 & 07070009 08120002 SHEET 7 OF 9 2i OGc-cmdeR Z0157 2.5e� 8FM0 PANEL ARCUNO CW WfR d 3%RTJI ro AGNQFNT PANEL WN 114-21 6t7L75 S MA9/ERm PWM= AT 24' ac mp,) srRccniRc PAY/rM PAILS ro HQST ANC S/MA: (M OR ro AJOOm ARr ANC[£ rro^ & BJ/JiAy A7 YARY Cp'WUGIRCN YA/!EY C1a5F5! ro mRIR lrArrr smtl CORNER CLOSURE PLAN VIEW r 1/4" __MAX MAX —r EXISTING HQST__v STRUCTURE WALL MOUNT CLOSURE PLAN VIEW / [4ice. �2- ro s• ��,, 112' WM. CM1AP ANCHORS AT O.C. S'ACYNO FROM ANCHOR SCNEDUlES TRAP MOUNT CLOSURE PLAN VIEW 1 114" MAX 'x5'(MAX) x 1/8" ALUM CLOSURE ANGLE ANCHORS AT O.C. SPACING FROM ANCHOR SCHEDULES EXISTING HOST -� • ... _ :. STRUCTURE BUILD -OUT MOUNT CLOSURE PLAN VIEW ANCHOR SCHEDULE Anchor Schedule, 12" Storm Panel Maximum Allowable Fastener Spacing in Inches . - c. m ° W Min. 3/4" Edge Distance, -.Spans 4'-0" to 12'-0" Connection Type Anchor Type Installation Type C1 C2 C3 1/4" 0 Lag Screw, 1-27/34" Wall Mount 18 6 5 Min. Thread Penetration, Shear Parallel or guild Out 18 11 10 Egress Panel 18 12 11 Perpendicular to Wood Grain 0 1/4" 0 Textron Panel -Mate, 1- 7/8" Mn. Penetration, 1/4-20 Machine Screw for Female, Wall Mount 18 11 10 guild Out 18 18 18 Egress Panel 18 18 1 18 1/4-20 WINN for Male All Points Brass Wood Bushing, 1-1/8" Embedment, 1/4" e - 20 x 5/8' Sidewalk Wall Mount 7 7 .6 guild Out 14 14 12 Egress Panel 15 15 14 Bolt SEE SHEET 9 OF'9 FOR ADDITIONAL ANCHORS 12" Storm Panel Allowable Design Wind Pressure Span Length Wall Mount P.S.F. Build Out P.S.F. Egress Panel P.S.F. 4'-0" +134.0, -145.0 +67.0, -78.0 +60.5, -70.5 5'-0" +107.2, -116.0 +53.6, =62.4 +48.4, -56.4 6'-0" +89.3, -96.7 +44.7, -52.0 +40.3, -47.4 7'-0" +76.6, -82.9 +38.3, -44.6 +34.6, -40.3 8'-011 +67.0, -72.5 +33.5, -39.0 +30.2, -35.2 9'-0" +59.6, -64.4 +29.8, =34.7 +26.9, -31.3 10'-0" +53.6, -58.0 +26.8, -31.2 +24.2, -28.2 11'-0" +48.7, -52.7 +24.4, -28.4 +22.0, -25.6 12'-0" 1 +44 7, -48.2 +22.3, -26.0 x� OcCCAv,Q t-1l boa 8' 4 �m Z e LL iWw d tn vC X'Z NWU Wi _ JJ W '5 c X, 0 QHL f ~ O C=1 3�Ld Wit~— >�� �o . LJ�a Li¢Ld OS'm WAN ti N N J l7 j W u O '•U O � � Z S DATE. 28 NOV. 2006 DRAWN- CHECKED- BWM ANR PROJECT NUMBER 06100009 & 07070009 08120002 SHEET 8 OF 9 / 7 7-84&3747 a i HR Engineering, inn. 1418 E. Market St., Suite g S U& COuntY York, PA 17403 Dennis Lowmzjn Tou7n & Cotlntre= Industries 400 West. McNabb Road. Ft, Lauderdale, Florida 33309 RE: Florida Evaluation Report, 12" Storm Panels, 2007 .FBC Dear Mr. Lowman; Fax 7 i 7-8 6-0355 15 December 2008 The fallowing Town & Country Industries product, 1.2" Effective Width, Storm-Loc Galvanized Shutter System has been tested in accordance with the 2007 Florida Building Code, Section I609.1,21'rr�t�cricrn of C?Peniiras. The testing was Clone at architectural Testing, Inc:., and the results are in their report 66919.02-401-14: Structural testing in accordance with ASTINT E 3')0-02 was performed on 6 different specimens ��=nth vas �=u�g spans and end support conditions. Allmvable pressure results varied wit13 the span lengths and end support conditions. Then impact and c}=cling testing in accordance with ASTM E 1886-02 and E1996-02 was performed on each of 7 specimens With similar spans and end support conditions to those in the structural tests. All specimens, with the exception of one, achieved fissile Level it and Wind Zone 3 (50 fps and 9r 2x4) in file impact and cycling testing. Panel material is roll formed steel sheet, 24 gage (0,024" thick) with 2 deep profiles, and 12" c€fcctive width. Panels function as single span, one way, bending. members, usually irnstaIled vertically, but can be installed to span horizontally. panels attached directly to the walls around an opening are referred to as "Wall Mount". Panels that are inserted into end connections that are then attached to Walls are referred to as 'Build Out". zy .special installation condition "Egress Panel" has a bottom plate that is easy to remove. Additional details of the parcel and mountings are shown on the installation drawings. Rased on the above test results, I have performed comparative: analyses to determine the allowable design wind pressures for spans ranging froth 4%0" to 12°,_{1°, From a review Of tine testing, I determined that the mounting, which is the -support condition, is the critical factor. So, the analyses are based On riot exceeding the support condition reactions in the.tetsts, and allowable; design pressures vary: with the.i.averse of the span length. The "Wall Mount's condition. is the strongest, and the single test VVas used to rllj T 0%kr-'I & COUnIfY 12" Sitorin Panel Pare 2 detemnine allo,4vable loadings for each span. Four different "Build Out" specimens were tested with three of (hem having different end conditions at head and sill. The weakest ozi the four were actually two types with the Sallie results, 3" extended "H" at the head plus build out angle with studded angle at the sill, and 3" extended "F" at the head plus build out angle with studded angit, at die sill. All of the "Build Outs" were grouped together using these lowest test results. Two different "Egress Pariel" specilytens were tested. The weakest, "U" tra& at the head plus "E" track at the sill, was used in the analyses. The rc-stilts of the comparative analyses are in a load/span tabl.e on the installation drawings, Using rational arMlyses, I have, develope.d lnsLaflaLi011 fastener spacing for a variety of anchors into substrates of concrete, hollow masonry block, and wood. Since the panel load/span table was developed using constant end reactions for each of the 3 installation Err eS_ "WOU Mount" "Build Out", and "Egress Panel", the fastener spacing remains P constant for all spans. The allov,,,able loads for each fastener type are based or, test results supplied by the fastener manufacturers. The allowable leads ate then divided by the end reactions per unit width m obtain fastener spacing. A practical irlaxiinum Spacing Of 18" was used in the anchor schedules. The 3anchor spacing schedules for colicrete— , IV niasonvi block, and wood are included 011 the installation drawings. , hollm A limiting factor for these panels is that they are not qualified for the fflgh-Velocity Hurricane. Zones. These storm panels are na air permeable, so do not have a mininium required spacirig between panel and glazing. T.Ne installation dranxing load/span table allow -able design wind pressures are in conformance with the 2007 Florida Building Code, Section 1609, lfrind Loads. 1 trust that this info ation is sufficient for your ne eds. eeds If there are any questions about this evaluation report, or if anything additional 's required, please contact me. I i Sincerely yours; Allen N. Reeves, P17 Structural Engineer Florida License No. 19354 / C Z�15CEM 4 Cf ­, ANR:rlh CC:08120002 I ANCHOR SCHEDULF TART Fc $a�oyy^ �mH JJNO npyyy Q. OZ Cy^4 NZ QI Ilk i m Z tn O iAda_ vx� R c w W 1- 2t,y 00 qJy 1 W ❑ 1— Q >1—= ��rn N � � UWW ,q WLd AN OS v J l7 jW z Q� �J � O o �? �O DATE, 20 KnV, 2006 DBWH CHECKED, AWR PROJECT NUMBER 06100009 & 07070009 08120002 SHEET 9 OF 9 r..1 lorida Building Code Online Page 1 of 3 i •.� I I e�`y�3v? ' ^` fuw (3r`i"tE"q:� BCIS Home I Log In User Registration Hot Tapia ? Submit Surcharge i Sta[s Facts I Publications i FBC Staff 4 BCIS Site Map i Links Search Busiines jr�� it PrOfeSSi6 al ON p.'r agcbtiic User Approval 'i ReC`�t.3�C�Lio:� . ul rmduct Anorovai Meng > Product or Application Search > Aoniicatinn List > Application Detail II {" FL239-R20 " Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. I I Comments Archived 'I Product Manufacturer PGT Industries COPY Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext22318 FILE druark@pgtindustries.com I I Authorized Signature ]ens Rosowski jrosowski@pgtindustries.com .I Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com ,I I Quality Assurance Representative I Address/Phone/Email I Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER I I Validated By Miami -Dade BCCO - VAL �I I I I Referenced Standard and Year (of Standard) Standard year �j TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By 'I I ' �I ,I Product Approval Method Method 1 Option A I I ii Date Submitted 11/27/2013 II Date Validated 12/02/2013 I Date Pending FBC Approval I,t+r�o•/k>nxnxr flnt7rlahnilrlina nra/m/riv min dt.i.asnx?naram=wGEVXOwtDciuSIBugCAEm... 4/30/2015 i !`.Florida Building Code Online Date Approved 12/09/2013 Summary of Products FL # Model, Number or Name Description 239.1 SH - 200 (Non -Impact) Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1013.12.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/01/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 IT 11-1.013.12.ndf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: ;wage L or J 239.2 SH - 500 (Large Missile Impact) WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 13-1009.05.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: N/A 01/08/2019 Installation Instructions other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 13-1009.OS.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.3 SH - 600 (Non -Impact) I Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1013.13.0 Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/26/2016 Design Pressure: N/A Installation Instructions other: Please see Miami -Dade County Notice of Acceptance FL239 R20 11 11-1013.13.Ddf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.4 1 SH - 700 (Impact) WinGuard Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 11-1013.14.ndf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 03/26/2016 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 11 11-1013.14.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.5 SH - 800 (Large Missile Impact) Multi -Story Aluminum Single Hung Window T- Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL239 R20 C CAC 1171222.04 LM.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: N/A 05/03/2017 Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance Fi 239 R20 TI 11-t.222.04 I_M.ndf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.6 I SH - 800 (Small Missile Impact) I Multi -Story Aluminum Single Hung Window I Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see Miami -Dade County Notice of Acceptance (NOA) for product performance information, anchorage details, and anchor type, size, and spacing information. Certification Agency Certificate FL2.39 R20 C CAC 11-1222.05 SM pdf Quality Assurance Contract Expiration Date 05/03/2017 Installation Instructions FL239 R20 It 11-1222.05 Sf 1.nd Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluations Reports Created by Independent Third Party: 239.7 1 SH-3000 (Large Missile Impact) I Architectural Systems Aluminum Single Hung Window I. h"q-//www.floridabuildine.org/Dr/Dr apt) dtl.aspx?param=wGEVXQwtDquSIBu8CAEm... 4/30/2015 j Florida Building Code Online Page j oT -i Limits of Use I Certification Agency Certificate Approved for use in HVHZ: Yes FI 239 R20 C CAC 12-0726.02odf Approved for use outside HVHZ: Yes Quality assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 12-0726.02.pdf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 239.8 SH-3000 (Small Missile Impact) Architectural Systems Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FI239 R20 C CAC 12-0726.01.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/06/2017 Design Pressure: N/A Installation Instructions Other: Please see Miami -Dade County Notice of Acceptance FL239 R20 II 12-0726.01.odf (NOA) for product performance information, anchorage Verified By: Miami -Dade BCCO - CER details, and anchor type, size, and spacing information. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back fdo=rt Contact Us :: 1910 North Monroe Strgyj Tall-hass a FL 32322 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrinht 2007-2013 State of Florida :: Priyaey Statement :; Accescibility 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact $50.487.1395. *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: e i-.:1 EhisY 11 sicurit"si:TmcS' httnq•//www_floi-idabuildinQ.ora/nr/ur amp dtl.aspx?param--wGEVXQwd)quSIBu8CAEm... 4/30/2015 E MRA Q° MIAi2I-BADE COUNTY WID PRODUCT CONTROL SECTION DEPARTMENT OIL PERMITTING, ENVIRONMENT, AND REGiJLATORY 11805 SW 26 $trcet, Room 208 AFFAIRS (PE RA) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE ffOA) ov%vw.►niamid:ade.gov/pera/ PCT Industries 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County PERA - Product Control Section to be used in Miami Dade County and 'other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -bade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 1181-1-200" Ala-aninum Single Hang Window — N.I. APPROVAL DOCUMENT. Drawing No.-SH200-01, titled "Single Hung Window Installation" sheets 1 through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE NffACT RATING: None LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TE RMINATXON of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for ten-nnination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and followed by the expiration date tnay be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA. # 1I-0614.01 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No.11-1013.12 =01981011C=0W Expiration Date: Sepstember 01, 2016 ... ° Approval Date: December 08, 2011 Page 1 21 PGT Industries NOTICE OF ACCEPTANCE: lEVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. MID-SH200-01, titled "Single Hung Window Installation" Sheets 1 through 8 of 8, dated 05/11/11 with revision A dated 10/10/11, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. �. VESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94, 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of series SH-200 aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6479, specimens 1 thru 26, dated 03/28/11, signed and sealed by Marlin D. Brinson, P.E. (Submilied under previous N®A #71-0614 01) C. CALCULATIONS: 1. Anchor verification calculations and structural analysis, complying with FBC-2007 and FBC-2010, dated 06/08/11 and updated on 10/07/11, prepared, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTIY.I E1300-04 AD. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement Ietter of conformance to the FBC-2007 and FBC-2010, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 2. - Statement letter of no financial interest, dated 10/07/11, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.10--1066 issued by BNC, dated 11/09/10, signed by Ishaq Chanda, P. E. G. OTHERS 1. Notice of Acceptance No.11-0614.01, issued to PGT Industries for their Series "SH- 200" Aluminum Single Hung Window — N.I., approved on 09/0 1/IL@nd expiring on 09/01 /16. manlkdmerez,P.E. Product Con Examiner NOA No. 11-1013.12 Expiration Date: September 01, 2016 Approval Date: December 08, 2011 E-1 ,1, 1) THIS PRODUCT HAS CODE, WCLUDIN'Ol7Y.E fBGNVELOCITY HUTOUCANEIDDESIGNED & TESTED 70 YY(HAM' QNRE0.1ENiS OFTHE TLOfUOA 2)ISHUTTER9 ARE REQUIRED WHEN USED W WdB68ORNE DEBRIS REGIONS 3)FORMJSOIJRYAPPLICAnONS BJ L9AA:IOAOE COUNTY, AWtYPcAMASONRY 6YAD DTE ANCHORS. GUE NASONUNITS ACONCRETEVTN MiN KSI PERANGHORTYPLSEASLFS S84SHEET 4S. 4)MASOMRYANCHORS MAY BE USED INTO WGODAS PER TABLE S.SNEE7a.ALLN'OOD-,CH9lFSS7HAN 7-10'TMLCICAREro BE CONSIDERED 1%AJSTALUTIONS.7XW00B DUCKSARE OPBaIkLIF UNRI9 WSTALIFD p^�IRE�CITLYTO5Ue5TRATELV00D GUCKSDEPICTED A92XARE 1.1T2'..0.GREA7FR 1%A\O 2X8UCK5 ONHEN USED) SHALL BE DESIDtfEDTO PROPERLYTRANSFERLOADSTOTIIESTRUMRE V.'OOD BUCKDESIGN AND UJSTAUATION IS TFi'c RESPQNSIDIUTY OF THE ENGINEER OR ARCHITECT OF RECORD. 5)ANCHOR ESIBEONQJTTO SASE 0.7A7QUAL 54ALLBE 8EYON0 WALL DRESSING OR S7UCC0. USE ANCHORS OF SUFFICIENT LENGTH AS SPECffIED ONT..880, BHEETA 8 SNARROLVJOINTSCNANT ISUSED ONALL FOUR CORNERS OF THE FRAME INSTALLAT ION ANCHORS SNOULD BE SEALID. OVERALL SEAUNGIFUSHWG STRATEGY FOR WATER RESISTANCEOF INSTALLATION SHALL BE DONE BYOTHERS Arm IS BEYOND THE SCOPE OFTHESEINSTRUC710NS (t) SHIMS ARE REQUIRW AT EACH ANCHOR LCCAnON WHERE THE PROOVCf IS NOTFLUSHTOTI¢ S�UFFlGENTLYANCH R TED ORE519T LOADS DF WOISED OtJTHENLB�YTHE4YtJ00W��OTM� `UST BE 17) DESIGN PRESSURES: IA. NEGATIVE DESIGN LOOS BASED ON STRUCTURALTEST PRSSSURE, FRAMANALYSISAND GL SSPERASTM ,E1 00. 10. POSfTiVE DESIGN 1DA05 BASED ON WATERTE57 PRESSURE. STRUCMW.TES7 PRESSURE,FRASiE ANALYSIS AND GLASSPER ASBU E1300. . -E, . DQINf.N�PRP.s�sUR�E. TTHE14 E33.7114 STflRESBEEN S INCREASEEHHAS NtST OTBEENU�IN"ll"E'DESPORNOO aTO iTHIS PRODUCT.THE I.B LOAD OUAAnON FACTORWAS USf:D FOR7FiE EVALUATION OFA:CNORS MO N000. MR:IOR37 WiT CONE WTOCOMACTYATH ONHER DISSI0.VlAN EUTERIAI :SHALL MEETIHE REQUIREN.EJTS IOFTNE :FL, BUILDING CODE FOR CORROSION RESISTANCE. REFQ3ENCE.: TEST P.9PCRTS FTL-04T0: ELCO ULTRACON RDA: ELCO CRETEFLE% RONANSVAFBPANDS2=5 FORN'COD COtISTRUCn0.JAt�n ADN.2003ALUMWL'M DESIGN MANUAL 4CO75E200 (FlN�FRANIE} HUNG VfU90W WAS FORMERLY I(NOi1:VASTlE40005FIUES URANGS FRA'1L�)OR 53-UC' R P-TO-TIP WAD01 52.110'000KNroTH NOANCHOM t 49-10 REQUIREDUJ uF VISIBLELUGHT FLANGE q �--g _,__I - ._.. FRALA NERD G 35.1f2' 0'MA TMCF 'ASIOLE cENTEROF Z7• uG<7r HEETINO NINLO.C. 76' nr�ro rIP n HERRR A BUCK / HEIGHT 8'C. FROM / C MEETN MEETING RAIL MAX O.C. r 0' �I --a NOANCHCRSREGUIRED NJAX W FLANGE FRAME;AL WQJDOW SMA'E9 AhD SASH C08r1 WMRONS AS SHOWN BELOYJOR SWIIAR. MAYBE USED BY WSORIGIN67HB SHAPE N A BIOq(AtJD 08TANIN0 DESIGN PRESSURES FDRTMAT BLOCKSTZB FRO)ITY,ETASIE9QN SHEETS 263. I� WIDTH .I I+ WIDTH -^•I I / I HE13fii NE7tG8T T IL11Rt171F srsr4WNm4L x,ortvraa awNcaa wwmmrmuurt TYP. FLANGE FRAME ELEVATION (TESTED UNIT) UNIT,UNIn D'cSIGN PRESSOA2_RATINO INPACi RATW O VARIES, SEE SHEE7526D NOT RATED FOA U:PA.^Y RESSTANCE ,1„I111/, ��o+� ..rags'•, ` a. •.• iT g IR4KcaJ cwmB = iT; No.5BTBfi CERT. OF AJM tII-118'BUCK N707N 40•LD' _ NSIBLE L1GM 3' NA. e fAa. o.a 3S.Irr VWLE LIGHT 7T 01 G "EIGHT T WMAX -J __I � tr MAX O.C.• TYP. INTEGRAL FIN FRAME ELEVATION S_NITESTED UN ID TO SHEETS: GENERALNOTES-..__---_ 1 QEvanoxs_ T 7 DESIGN PRESSURES.-.-38 3 INSTALLATION F1A.NGE— 4 INSTALLATION p1TEG1LILL FlN_S ANCHOR OUANTTBES� 0 GLAZING DETAILS— 7 CORNER ASSEMBLY-_..-.--.T EXTRUSION PROFILEB____8 PARTS LIST.- ___ __0 1 kL NOTES & ELEVATION J ROSOWSKI mu: HUNG WINDOW INSTALLATION 05/11/11 tTSmD" SHbH1DOF 8 �MD-2O0-01RA iZHS- 1 I li -q Z I s1N I 11 NOlIV11VISNI MOONIM'JNiH tl aunssmd DISMO —� ;cp weia :wc)mJ siq 1>Isnnosoa r JJNtlHO ON � wo �ioti 90SOZ% 1wo.10 'L`L�O =eVM. --- l4ZlS V 3TAOXWI 6Lsl %C ro•a a'a'mrennru�v szz of �'1dN0:gs� '•. J'� �. A�0 Ouk= 0 G�: d0\yaTi' o Vim= of C 50L6S'0N a� Z� m� zo \, a zfl ¢ L--JI f o ¢FJ`Sr r3y 7Y'�%Y'f�Y-dO�?Y`7 + O m N m m 0 m 0 0 0 N O m d m m ry m � O W "ot `7 A r 't `A a O Od ry p N D O gj 6j ? '�7 '4 h M Y 4 n 4 N O Y 5 M N Y N 46 n N C1 O P N O ? a +q+ LL' 6 i � � O 14 v 0 N } p� m m O O O m M o. un u W co ui c v r o H Y 9 m T �j SN C Vicc,, m « + + « m m « + f « « + + + T + Y + « + « P + ♦ + 2 o ry ry N n M o m M m C M v ry o v 6.4o i o o 1$1�i o�N vi + i i + «+ v! i� « « + "+� "�+ + Y ++ T 5 e 61 0 0 0 O O _ m �.7 O m W M 0 Q m O! N N F m Cr O M F O al P d o 0 0 0 o e o 0 0 0 0 0 o e o o m mx�+ o o \Y o n o +� o F� 49�a m ae'p 0 0 0 0 P�S7y O tQ OQ mggr O m m 0 oew�R��"� 0 0 f0 O O m O n 0 mI`q�R"1`m, 0 0 0 O� m n44AlR�� M g Si N �C « + uS +« Y ups « + m ��mv + « f �I���sv+iai2 f i + + ig3i�lai3r;u���tv����7�myE + + ♦ i + + + + + gtot a3 b ilr*35�Fo^h "�� 6 T qq SEE NOTE2, THIS SKEET. ;i \J tAfiV 1 ` VISIBLE LIGHT HEIGHT I 27 il' DUCK I HEIGHT EXTERIOR I I E FRAMES coNCR TEVAU CONCRETFx++U PERANCHOR OPTIOUALADDON 13 EMBEDMENT --"-I PERA.NCHOR REO,UIRENENT REOUMEMENT TYP. ANCHCR TYPE.• 5� FANGE Q HEAD. S U.SJANBS �(' 3 1/f uA% 41 27 _ EMBEOCAENTAND EDGE DISTANCE • _. _ - SHDd 12 St 70 PER SUOSTMT-c. SEE TABLE 6, DIEDG£ STANCE •• ,(,fj THIS SHEET. ENEEDvtr _ t - _ / -- — - _ [j -�•--� ._-__:-- TYP.ARCNOR ?Fr • •' � IEMBEDMENi �1I4'MAX 1f4' : Eh78EDa 11 EDGE .' • DISTANCE Sm! AND EDGE �.1 24 TYP.ANcxoRTrPE, ii OISTANDE PER WBSTRATE, •• _ - ' •' -- ••INSTALLATION �'"ENTAND EDGE DISTANCE PER SUBSTRATE. 'O I�I SEETABLES, THIS SHEET. 32 43� EXTERIOR I SEETASLES,THM J.1 INSTALLATION INSTALLATION OPTION3 SHEET. OPTION 1 OPTION 2,1 VISIBLE. —� 7CkwTRS S7RAOHTHTA ONTO INSTAL N D15TALLATKNN WCKriDTN .. --III THROUGHlK iP THROUGH MASONRY. INTO htASONAY. CHO K'0007K NOANCHORS . NO At' CNORSCIRECTLY TIP-T0.TW Wd)7H REOUIREDATHEADER INTOMASGray. HORIZONTAL SECTION A -A tl12DTEEL/- S N3(0U1LING TAME SEE rAmE s.THls S1F�T C ._T INSTALLATION OPTIQN 4 INSTALLATION HEIGHT u _1-1�I I "e FROXI ANCHORS I VENT END. CtPECRY O VdiISIE jl I 7METAL .� 3 NEIGH, I I� DADE APPRGVEO MUlL10N, I� I AUUMINUU, STEEL AND OR EXTEWOR II I' TT STEEL STUD. SEE SUDSTRA7E n_-M.n0W7u OF 3THREAD5 BEY0NOTHEIUETALUU63IMTE II PROPERTIES.TASLE 6,THISSHEET. �/ I: )TOTES O 1) USE ONLY SUBSTRATE•AFPROPRIATE ANCHORS LISTED ONTABLE 6 OFTHI3 SHEET. FOLLOW EMILD7SENTAND EDGE DW;L'=UM TS. ANY INSTALLATICN OPTION SHOWN LIAY BE USED ON ANYSMS OFTHE WVJ=i. 2254• 31 20 2)hULSOttRYANCH0i7S MAYBE USED INTO W000 AS PERTABIE 6,THI5 SKECT.ALL BUCKSPCMDAS mWTHICKARE70 CONSIDERED IX 2XBUlAT10N4 W000 WDKB D�'PICTEDA52XARE t-t2'TH(CKORGREATER 1XAND2X BUGN$ SOS Group And., Sub=mIn aBn•Edpo Ol Mln E)- rH —A 114•410 SS CMWWX ucgnd C:4u. (ASTM GBO) V _ 7• I-V4' T•va' D N12 Steel SId5 SOeN m P.T.SdEin.•nR (SG=.w WiT 1310' Alumliun, 6053-75 min. 31T VS•' Steel Swl GT. 33111h 31W 0.0340 (20 GB)• A33Steal af6• Val V4' 410 66 CfdoFlmf P.T. Sa-.th—Pare(sr e,S.`) 1" law COtICNdO (mlA 8.35 ksl) Y 7' Ilnp:aGnd ClSU, (P,81fA G00) 7314• 1.7f4' C 174' StaW UIV6:a7 P.T. SaWlvn Pirm SG=.65 Y 1.98' COn7nla (Mn. 27 xaU 1' 7JI8' 1111rmded 7YAU, (ASTh1 G00) 1' 1-V4' MDMTro-17]•TroNM1D1H-C HEJGINT:TIP•TG-TIP tNDTW1-flSlifi' rO•TIPWIOTH-4• HEIGHT-T-7f16*)a 2XWGOO 7XWOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. - OUCNSTRIP, 2 "EH us D)SIIALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE W'OOOBULMDESIGNANDINUAUATION LSTHERE5P0➢1S191LITY OF THE .t gAyoa,VUh PD SEE NOTE2. ENGINEER ORPRCHITECT0F RECORD. n mgdydd`vidHfiPRaltdn THIS SHEET. - 1 °v.I— 1 0)3. 2 3)VSIELE UGHTLYID'M OR HEiGHT(AtSD 01111tf/ Ausptmmtio ---_�- REFERRED EF URED FROM B£ADINT OPENOW)15 O. a ONjc N F� Fertrm LY• aato: Ra1i�9n1 edwDxv 6 1�: t JJ 10H0/1 i NO CHANGE . 1N^L1AICSHD7 • �:• - � RMred B/: Oafa• Frv'sH-n: aw>,1 :,kPvadm F NOANC}IORS •t. • .�,. .: CONCRETEi cR - Q-eotb� D,v�n yr; REOUINEOIN - O FLANGE ANEa IRRGUENT -� FLANGE FRAME INSTALLATION DETAILS J ROSOWSKI FRAME SILL -� STAT '•�� S TONAL 6 r`� M YET3CE. FL 34278 SINGLE HUNG WINDOW INSTALLATION 05/11111 S ' N P.O. BOX 1620 VERTICAL SECTION B-B „1 111lj�1�17 NOKOH6, FL 34274 kyuec. sue: s*aH Drvxy to 6e 0. LYN�t un PE CERT. OF AVDI #2B2Ba SH-200 NTS 4 OF 8 MDSH2O0-01 A INSTALLATION 2X WOOD, SEE NOTE 2, THIS SHEET OPTION 5 H - EMBEDMENT iCURI&OKE/,DER EDGE - ���-- INSTALLATION DlsiAticEL ANCHCR(SCREW) CO THROUGH THE FIN �� 114-a1AX SHN J O- TP,ANCHORrYPE EMBED14EWAND 1.463• EDGE DISTANCE I II 1— PERSUSSTRATE, sEE.ABLEBTHIs SHEET. vI31sLE 38 uGM HETGfIT i 01 30 II 26 41 EXTERIOR B 2761• G-) BUCK USE ETMEfl LATCH (o29)OR HEIGHT SOTTOULOCK (911}TESTED 36 I -li UNRLOCATION: 65,5•FROM OVEMEND. VISIBLE 7 LIGHT HEIGHT ,,� I I 34 EDGE _ ~I 1 EDGE- DISTANCE EDGE DISTANCE 1!4•TYPE, RJ �- J- EDGE -I DISTANC'- ANCFiORTYPL, EF:9E0M',ENTAND DISTANCE EDGEWSTANCEPFiRSUBSiRATE,3EE - �- /W'AIAX SIBlb 7W.ANCHOR TYPE. \I_ .TMISSNEET EMBE0LIEFIT ANDiVGE-. 2XWT10D, SEE 2XIYOOD, DISTANCE PER SUDSTRATE, SEE TABLE 6, THIS SHEET. U NOTE RrNIb SHEET EMBEDMENT SEENOTE-2, THIS2HEET HORIZONTAL SECTION C-C EDGE _ 2EP.flo , nISTANCE I -- `��- SHEmHE2, ---� THISSFVEET 6 a1 27 1 T� 12 61 19 EhSDEDkENi II EDGE --'�� - I _ I DISTANCE J -j-- F1:9EOISEM 1M•LIAXSFSI.1 TYRANCHOR TPE, INSTALLATION �. EMBEDMENT AND EDGE - 24 4 DISfA4CE PER SUDSTRA7E, INSTALLATION - - OPTION i SE CTABLE b,TIUS SHEET. - 64 INSTALLATIONANCHOR INSTALLATION OPTION5 1 32 EXTERIOR (NAIL)TIIPOUGHTHEFN E INSTALLATION AIGH OPTION 43 I-1 STfOPTI HEATER ANCHOR (SCREW) -- \131DLEUGHTWIDTH V 1, STA' LLATICHANCHOR THROUP THE FIN DUCK WOTH EGRESS FORMULAS (Ccm')1HR000HTREFIN LEOUAL-LITEZ MULLION SECTION HEIGH guacM:Ort WIDI r:DUCK.10TH-- •sa3ns• DADE APPROVEO MULUDN, MAYBE VETTICAL ORHORIMINrAL MAX. VISIBLE LIGHT FORMULAS INSTALLATION 114• SRI.% SEE SUBSTRATE OPTION 7 PROPERTIES, TABLE 8.TIBS SHEET. LUAL-LITE) -t11G• INSTALLATION WIDTH (SASITY DUCICVAAH-< D� BUCK ANCHOR(SCREW) D IHEIGHWIDTHT.(FD (BUCKM99GHTWIG7l'D THROUGHTIEFIN --S- EXTERICTI V WITH FIN D10 STEER REMOVED SEEP DRRLNc TwLE a SMS (G5) I I E �R \J I i � 22W 31 20 STUD. SEE SUSS7PATE PROPERTIES 6 TABLE 6, THIS SHEET. NOTES Anchor guyy�te MIA Edge OIsDIReo Man. EmtsDdmolN 2-12-x.1178ox Hait P.T. ScuLMm Plno (SG=.65) 10 2-7t1G' 2.1rr x .131• Common Neil P.T. SouUrem Pine (SG - .65) 9116, 2.711W 2.1W x .145" Roofing NO P.T. SolAhem Pine (SG =.65) WIG" 2.711117 i)IO SLetI EMS Beim(GN P.T. Southem Phm (SG =.65) V4' 1.318" JU-Vern, 606345 min. 31u Ila, yeti 3Wd, GA 33 "I' WV 0.030 A36 61Lhf W8' 11U" r 1!4•MAY SIL'!A tI USE ONLY SUBSTRATE -` 11111i1�)�Inveu.�� .., ow :....... ..........•.. •.w....-..- ^uq 13 APPROPRIATE ANCHORS usTEG ,y LY N„ !�� t+�s+•d bY• °°'F R.warc .anD�c:e 16 oNTABLEcoFTHmSFF1T. oL�.,•••••. {k 10/10/11 NO CHANGE J 7YP.AtdCHOR TYPE. - WSTANCELIRIT TcNTANO EDGE �``{i'h /�GEflSF"•.EP ����yff. JJ DL,�G ELM EOMEfff AF81 EDGE -'-' EDGE DISTMiGELtMUTS.ANY CZ:• •: Rw 08}: CGr. RsiaWL• nlivn/ dePmv,usLyatP C4'TANCE PER SUBSTRATE 1GI6TANCE RlSTALUiIONOfR10N 6HOY,TJ �'k �•59705 SEETAGLEILTH196HEET. p� MAY 6E USED CNANY SIDE OFTHE = _ EDGE WiNOGlV. -CpoppO��; Cmxn .Ly: INSTALLATION ° Ar\� 23 rz TMODQ� ORR6UCK :POs.,�srniEOF w: 1°7u TEcnama„Y GR,vE FIN FRAME INSTALLATION DETAILS J ROSOWSKI OPTIONS ENSEOIAENT '- T- 1 �F F °.M INSTALLATION ANCHOR (� tOR1O"'' C9 : !L VE11=4 FL 34275 SINGLE HUNG WINDOW INSTALLATION 05/11/11 WAILITHR°UGHTHERm 2X W900, SEE NOTE2, TITS SHEET (ALSO REFERRED 70 ASCAYLIGHT ''ON111A1��` ND:CBUS, iLBOX 134274 OPENING) I3 MEASURED FROM 'ALYm11AilETLPE Sena It dat Sex SAseL• Dr4a - Ah Re*• VERTICAL SECTION D-D DEADNGTGBEADNG. Pr�LfiT� CM. OF AURL 820290 SH-200 NTS 5 OF 8 MD SH2O0-01 A HBO Air pp�pQpppflpflQH®Q©©HflflIIH©3�1flFfl©�1fl�]�iHr3bflfl©©flflQflE3fl© IInIIII IIHQH IInII©©H©HIIppHnnun HnOEiQnHIIUBHnE�IIOIIi7n�flII ®ann QflIIQ nII nEiflII©n Q©QpIIQFIE�DHnQQEIQE�IIQ� _ _ HQfl© II©IIE�IIHQHnHQHnE:®IIQHDH©©®Ep1�II©flOdQ©HQL�HQHDfl ©©©©©©© ©©©©©n©©©aE©©©©©IIDEii7©©Q©0©EQl©EQ]©On�EIII©© • unHIIflIInnIInHnII®IIHIIHDi7IIHIIDHII®nH �II�7EIH®F�QQHHEIII ©©flIIQIIIIDflflH©flDflElflflIIDflQflQIIQIIDIIDIIufl©fln uflDfl flOflQEln • nn©�pnnnnIIHnIIIIunun�j IIunHIIHIIununIIu�IUQ© 11©p0p©©�qq©©pII�HII epH�©Q©n©H�©fl©�Q©©IQUD�©EIII©Hnn n©DHn©II nDHQHII ® iKin HII IIflQflQflflIIDflQan mo�o Du OflDifl�fl on on 3DflD annual] Qn�EiIIII©®UUMUM1©Q�DOu�HEO�®flO© ®9 • 6° Q�©�IIHDHDEIIIFIDHQEin �IIIIiInflIIIIIIEiIIE�IIH®�n©IInnHDHnnn nnnn �.©HpIpMpMURflDflEi©Q©QflEpIflp©QDOQflDQIIflDflQfl® D©D©IIfl©�lEffl®E7 • • II©fly©©Qfl©©©©©upq ip©apnpH�E �nnQ�nnun uII�QQopE�Q�Q�pp©ppII�i© nnflIIIInQnHIIHQEIQH©©nnE7�7Qfl®�DHQQQO�QQDH®EiflQQnQHQ ©EIHIIfl©©QF7EI©QflflE]aflDIIDt7QflEfEiRE� QHQi10 Qt7QflQE1000©DflQ 0 aHDOnppnQnOEiflHFI©QDODE7Dn000n©nDQun DDDUQODHQQE1uH nOQi10E7n IIman nHDEl®QHn�nHIIii®E7QHn�nOHOnpHpn©flpnll®II IMUDIM" III HD QEIflQQHQIIIIQQHHDF� .IIE7E HIM13QflQflan QIIHnHIIu®QHnOnH©©IIH13 nl UMIN©H�nHpQflp flOnflpII�©pflOfluII ®E©©p�aQIIH anflD©0©©F7©QflQHHEIIIHQQ�u© 7DH©©QE7�� fDflQflfl©E}flQE!©nQflDH©H�QHQooE�DIID©©Qna©QQIIHDEIDQa©FIflQ u nun nun DIIEJQHE1HQEinHn©HnE]©E7nun ©EiHQHppnIIQUQHoHIIUQueua+ ®13 II©II�fl©AE1©n�uEI©�QOO©Q�E7tn1©©©EniHIIn©DII©Qflfl©En#A©Q®�EQ�FI©©�®Q �ppEMISHIBU �fl'II°II©©a©©Qflfl�fl©HEyflB13II ©©DQREi�Eup1�EEnIII�EIH�+s'DUD�n a 6 � i rnonu ft"I A �N1+^Bw� =ba " ANGLED/CURVED O ANGLED/CURVED E.rt�tbo 1!0 FRAME FRAME Br ASSEMBLY I 90" CORNER ASSEMBLY 3 W CORNER FRAME FRAME v^ ` ASSEMBLY ASSEMBLY ' \ l� aye °� oti U) 0 2, I r4 T1 ai 0 � o o x pV 3 `. S 1•YiEFP 80 St F 1Q—g� NWCH i NOTOK ID B & g 40 EACNENOI+ 86 2 I S /, / co /I FLANGE b0 61 aq mF 50 51 b➢ffAm RWtE mi R�m V M O VAAOSAT VMIFKAIL FTWJESMSLAR O O SCRETY GOSSES 0LIELDSAT Z SCREfr BOSBES Z ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR ASSEMBLY DETAILS FOR i FLANGE FRAME CORNERS FIN FRAME CORNERS FRAME TO MEETING RAIL `o y a z o 3 CD 3ELU Cifn _ 1WI101 12Kola o CLASS STACK GLASS STACK n 1 _ 3WANNEALEDOR�114"AIRSPACE 3I1CAV'iEAIED Oft 311EAIRSPACE TEMPEREDCLASS TEMPERED GLASS m�a+ .n IWANNSALEDOR TEMPERED MASS I r TEMPERED GLASS — 116-AK EALWOR TEMPERED CLASS _ _ ifrANINEALEDOR s�Opi �-L TEMPEREDGLASS TEMPERED GLASSED g �4041 II 6142IjI33 43 3AP3IS'NOM II Sie'NOM II T &rNCM jW1,10MGLAGLASS GLASS SITE GIAGSERE GLASSBITE r O 3S T` 36 38 36 38 T �-T 33 T 32 ' Llll ll lllrrr O� 7 T T TaaaN/6 ,,, 1/8" GLAZING DETAIL 3/16" GLAZING DETAIL 1/4" GLAZING DETAIL 1/2" I.G. GLAZING DETAIL 1/2" I.G. GLAZING DETAIL = •Iw $ Jv 94? y Bi GLASSTYPESABB GLASSTYPESCSO OLASSTYPESE6F CLLSSTTPE5061 GLASSTYPESN6J '�r"�Ln II11e`� 2 Item PGT Davg.# PGTPaftg Description 2703E 62703EW Flange Frame Head 211 2751E 62751B%V OWN Fmme Sill 3;1 2781 62781%N Flange Frame Jamb 4! 1 2713 62713BW Integral Fin Frame Head 51 2714E 82714EW inte0ral Fin Frame Sill 61 2782 e27B2W Integral Fin Frame Jamb 2706 U2706DW Sash Bottom Rail 2707 82707CW Sash Top Rail 2739 62739W Fixed Meeting Rail 2709 62709CW Sash Side Rao r2O 2740B 742740AW Sash Bottom Lock 2785 62785W Sash Stop 134 66615 Addon Flange 1228 61226DW V'myl Bulb, Flex PVC 70 21 1662C 71662CW Headf8 it Gasket, Polyethelyne 22 1270 7PAD118 Open Cell Foam Pod 23 2772 72772SW Fixed Mee -Ong Rail Plug Gasket, Mold PVC 24 4066 6406BG 1Nstp.,187 X.230 Fin Seal 25 2784 72784W Sash Side Ra8 Gasket, Polyathelyno 26 1078 7121UM balance Take-out Clip - 27 Varies per Size Balance 28 2711 42800W Sash Cam, Nylon - ,29 1096 71096W Sweep Latch, Zioc 30 1o16 7858W W d8 X.625 Ph. Fl. SMS Latch Scrum 131 1267 71267N Solo Block 718' x 112' x 1", EPDM 132 BQURAK318 Duraseal-3118' 33 soURAK14 Curnseal -114- 134 Sash Bottom Lock Spring 35 Screen Cloth, Fiberglass 36 Dow Coming 899 Silicone Glax(ng Sealant ,40 16.25 fi1625B Glass Bead (118" Glass) ' 41 019 827198 Glass Bead (3/16' Glass) 142 1263 81283E Glass Bead (Ile Glass) 43 1253 6VT48B Glass Bead (I.G.) I60 7B1POA g8 X 1" QUAQ Pn SMS 151 781PSTX 98 Xf Sq. Pn Whn Fast SMS -41U S.S. 152 1184 781LHPOA g8.15 x 1 LH WAnfast Screri ZLrc 163 1188 781LHPDX g8-15 x 1 LH Tvinlast Scrv1 Zinc (S.SJ L.54 791PFTFUA gS X 7' Ph FI ulcuf SMS 155 70X1 FPAX g8 X1'Ph Fl- Stalnless Steel 1110 1/8' Anr Baled or Tempered Glass g1 3116" Annealed or Tempered Glass 1 62 1114r Annealed or Tempered Glass G3 I 110"-114' AIr- 718' An. or Temp. I.G. 64 1/B"• 3118" Air- 3116' An. or Temp. I.G. — 2OeV 2.0UW_ 30L0• L� �r SV- I0 A12451 51 e.0V2.WVT . ow 62• -��- P� A720 .05• r _4 6a6170ALUNNUn20V 60FRAME HEAD O_�I0FLANGE F�ryAST 0FLANGE LUAl 6013-TOµU 6WIVI lNI0178P1Urmutm 1 1 Ai6• 2.066 2.T2C T ASV I r t.12S +I .cSV �- �- —I I 0 1Aor Visa mr 1 I - 2100" I.ESV JLr -�pr- 17I20• .ow •O6r 1.t2S A7G' w030� ...1LL� -ai� A82' -----2ASC —'1 .05V @INTEGRAL RN=1EVLL O weGRAL FEN FRAMEJArA1 9ASH BOITCMPAL 6 SASH TOP RNL 0 0003,T6ALUMINUM1f 0 6003-TSAWra01UM 0006346ALUMNUM 6063-76ALUM:NUM —•IF• Asr 77 002 T Z 159r 7.1W' A39. .6, .oar .vsrr — 1 --J 1 A11 SASH STOP � A{r4- -PI .PL6• I--- AW -L 7.15r 0�9, DIVE• GO v 0u6.3-Ta1ALULKNUM 10 56063•TGALWANNUM 11 0D(G-WALIJUINU . 11Ad 12 606346ALWAINUM uirrr.." "Cp ` asF FR ", ,?! JG6 .,.'� '� JJ 10l10l11 NO AYriaee 6Y• O4ro: ae.;:w. �' No.59105 s EaKwc«,: •' BSA 1pP • �(7�� 7070 TECh7101A(Y OfiY T. 'SSIONPI • N. WN'CF. FL 34275 P.O. e0x 1520 SINGLE ,• iJK01115, rL 34274 Sa,4r/Irodd: Sm'm A LIT:Y LIYIeM1PL OF AUTIC 02922E SH-2OO NT$ PE 00105 - - mar .o5W 1 13 ADDON FLANGE SM-UAWMINUM PROnUCr RBVhsPDna o.ssxptyma Mi dL:tr"c coed ACC tm 1- /3. !o F nuao dca Gy uLy odeyeotori a PART DETAILS J E HUNG WINDOW INSTALLATION 8OF8 05/11/11 R Florida Building Code Online Page 1 of 2 R crfAPR`2 3 2015- � AN it y i Florida Department! BCIS Home Log In i User Registration . Hot Topics I Submit Surcharge ; Stats & Facts i Publications i FBC Staff I BCIS Site Map .I Links ; Search BusinesProdut , lrofessi n lI � ;ti °Rye USER: Publics User oval Regulation ,I II Product Approval Menu > Product or Aoolication Search > Aoolication List > Application Detail i (? %•LiCt~' w:Ls FL # FL15558 r-- Application Type New Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived [J Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Janet Gerard fbcl@jeld-wen.com Technical Representative Steve Saffell Address/Phone/Email 3737 Lakeport Blvd Klamath Falls, OR 97601 (541) 882-3451 Ext 2900 stevesa@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies i Compliance Method Certification Mark or Listing i Certification Agency National Accreditation & Management Institute Validated By National Accreditation & Management Institute, Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A I Date Submitted 05/01/2012 'https://www.floridabuilding.org/pr/prapp_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQt... 4/22/2015 Florida Building Code Online ` Date Validated i Date Pending FBC Approval Date Approved i Summary of Products 05/01/2012 05/06/2012 Page '2 of 2 FL # Model, Number or Name Description 15558.1 Energy Saver/Contour Opaque Wood Edge Steel Outswing Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FLIS558 RO C CAC NI011082 Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 08/31/2015 Design Pressure: N/A Installation Instructions Other: Refer to installation instructions S-2104 for sizes, FL15558 RO II S-2104 SS.Ddf configurations, design pressure ratings, and installation Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 details. Created by Independent Third Party: Yes Evaluation Reports FLIS558 RO AE PER2035 SS Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 1940 North Monroe Street, 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 mall. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(i), 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: —R51R 5ccuritVNILTUN:.l- https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvKmQdIOUtQt... 4/22/2015 NOTICE OF PRODUCT CERTIFICATION ' • Company: JELD-WEN ,Exterior Doors Certification No.: NJOI1082 3737 Lakeport Boulevard Certification Date: 05/01/2012 Klamatb Falls, OR 97601 Expiration Date: 08/31/2015 Product: "Energy Saver/Contour" Opaque Wood -Edge Steel Door w/ or w/o Sidelites (wood frame) Specifications Tested To: TAS 201/202/203-94 The "Notice of Product Certification" is only valid if the NA,MI Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification program is accredited by The American National Standards Institute (ANSI). Inswing Glazed Design Water Missile Test Report Number Configuration or or Maximum Pressure Test Impact & Outswing Opaque Size Pos/Neg Pressure Rated Comments s X O/S Opaque 312" x 6'10" +66/-70 10.0 psf Yes CTLA-696W Single Max Panel Size: 3'0" x 6'8" Installation Details: S-2104 1-8 OX/XO O/S Door -Opaque 4'5" x 6110" +66/-70 10.0 psf Door -Yes CTLA-696W Single w/Sidelite Sidelite-Glazed Sidelite-No Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 513" (1/8" Tempered Glass) Installation Details: S-2104 1-8 OXO O/S Door -Opaque 5' 10" x 6' 10" +66/-70 _ 10.0 psi' Door -Yes CTLA-696W Single w/Sidelites Sidelites-Glazed Sidelites-No Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (118" Tempered Glass) Installation Details: S-2104 1-8 XX O/S7 Doors -Opaque 6'3" x 6'10" +57/-57 8.55 psf Doors -Yes CTLA-696W Double Max panel Size: 3'0" x 6'8" Installation Details: S-2104 1-8 j OXXO O/S Doors -Opaque 8311" x 6'10" +57/-57 8.55 psf Door -Yes CTLA-696W Double w/Sidelites Sidelites-G lazed Sidelites-No Max Panel Size: 3'0" x 6'8" Sidelite DLO: 6" x 5'3" (118" Tempered Glass) Installation Details: S-2104 1-8 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 0 2 Tel: (804) 684-5124/li'ax: (804) 684-5122 �: NAMX AUTHORIZED SIGNATURE: JELD EN® Steel ENERGY64VER/CONT01IR6'8"WOOD EDGE OPAOUESTEEL OU73WING IMPACTDO0RUN/TSWI7N& WITNOUTSIDEL/TES GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE AND HIGH VELOCITY HURRICANE ZONE I MZ' REQUIREMENTS. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED PER ANCHOR LOCATION DRAWINGS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. SEE TABLE 1 ON THIS SHEET FOR DESIGN PRESSURE RATINGS. 5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR 'HVHZ' ZONES. SEE THE DESIGN PRESSURE CHART BELOW. 6. DOORS ARE IMPACT RATED AND DO NOT REQUIRE MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS. 7. MIAMI-DADE APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES B. SIDELITES ARE AN OPTION AND CAN BE USED IN A SINGLE OR DOUBLE CONFIGURATION. RESIDENTIAL INSULATED STEEL DOOR (Common to all frame conditions) COMPONENT CONSTRUCTIONS: Face sheets: 24 ga. (0.020� minimum thickness, Galvanized Steel A-525 commercial quality - AKDQ per ASTM 620 with average minimum yield strength Fy(ove.)=24,600 psi. Core design• Expanded polystyrene with 1.0 to 1.25 Ibs./cf density, by JELD-WEN, INC. Door Panel Construction, The active and inactive panels are constructed from 24GA (0.020' min.) galvanized steel. The face sheet tops and bottoms are bent 90' over the top and bottom rails. The top LVL rail measures 1.67" wide x 1.042" high. The steel bottom rail is roll formed 0.027' galvanized steel measuring 1.67' wide x 1.21' high. The sides of the face sheet are roll formed onto the LVL latch stile and Ponderosa Pine hinge stile which measure 1.67" x 1.0". The interior cavity is filled with polystyrene. The face sheets are glued to the polystyrene. Fixed Lite Const.: The sash is constructed from 240A. (0.020' min.) galvanized steel. The edges of the face sheet are bent 90' over the polystyrene core and glued to it. The sidelite panels are routed to receive the OOL Lip Life Frames or the optional Trinity Light Frames. (See sheet 7 for glazing details.) The lite frames are sealed w/ QSD glazing compound on the exterior. Frame Construction: The frames are constructed from Ponderosa Pine jambs measuring 1.25' wide x 4.5625' deep. The door and sidelite head jambs are mortised and butt joined to the side jambs and attached with (3) 16GA 2' x 7/16" crown wire staples. The units use a standard bump face Pemko threshold measuring 4.041' deep x 1.0' high. The threshold is attached to 'Zz, the frame with 3 160A. 2' x 7 16' crown wire staples. 8 I Fl HI .875" TYP. 74.5' MAX. OA FRAME WIDTH .125' 36.625' MAX OA OA 36' MAX. OA PANEL WID W/ASTRAGAL PANEL WIDTH INACTIVE acnvE 80' MAX. O.A. PANEL 11 HEIGHT .25" O VAX. )A O AME IGHT 0.625' -' .875' TYP. 80, MAX. G.A. PANEL HEIGHT 81.25' MAX. OA FRAME HEIGHT 0.625' 3775" MAX. OA. FRAME WIDTH _ 3f MAX. OA PANEL WIDTH 80, MAX. OA PANEL HEIGHT 81.25' MAX. O.A. FRAME HEIGHT A 0.75' .� nnrrorc n. rT rvl..l 70.25' MAX. OA FRAME WIDTH .75' .75 MULL 15.5' MAX. OA TYP. BAR TYP. SIDELITE FRAME WIDTH .875' 36' MAX OA 14' MAX. OA TYP. PANEL WIDTH PANEL WIDTH ® ® 6' MAX. O.A. D.L.O. WIDTH 63.125" MAX. g 4 OA D.L.O. G HEIGHT C 4 I LA III HIE III LL 0.625' � r r =U SINGLE OUTSWING IMPACT UNIT (OXO) W/ NON -IMPACT SIDELITES VIEWED FROM EXTERIOR . NEWEDIFROMIEXTERIOR - 875' 107' MAX. O.A. 125' 36.625 PANEIDELITE ANE MAX. OA PANEL WIDTH FRAME WIDTH 75" MULL BAR TYP. 36' MAX. O.A.. 15.5' MAX. OA FRAME WIDTH 14' MAX. OA. W/ASTRAGAL PANEL WIDTH PANEL WIDTH 6' MAX ® ® ® ® INACTIVE '] ACTIVE OA D.L.O. 80' % - % WIDTH MAX. O.A. PANEL HEIGHT 63.125" MAX. I 4 81.25'5 MAX. OA FRAME HEIGHT 9 O G OA 4 O.L.O. HEIGHT DOUBLE OUTSWING IMPACT IIMIT rnvvnl W/ I.InAI_11/DAnT © u./c, SINGLE OUTSWING IMPACT UNIT (X) TABLE If VIEWED FROM EXTERIOR DESIGN PRESSURE RATING -WHERE WATER INFILTRATION REQUIREMENT IS Raw SINGLE DOOR UNIT Ix OK XO, OXO) +66 psf -70 psf W/WO NON -IMPACT SIDELIIES DOUBLE DOOR UNIT ()01, OXX, XXO, OXXO) +57 psf -57 psf WIWO NON -IMPACT SIDEUIES 0.625" lIglta!iy signed by Hermes F Norero, P.E. eason: I am approving this document late: 2012.05.0117:5135-04'00' n3.1 0 rn Z OC vi q WWpmGo Ln �jQLn LUtea F. I:iL11LJ VILwtU MUM Lx MUK O I W �UCI ^ Qa ' j�z \_v `s AVE % 3 p�t�,Z9578 Prepared By: BUILDING DROPS, INC. Phone: 407-644-6957 Fax: 407-644-2366 DATE: 9-11-01 SCALE: N.T.S. DING. BY. JWJ CHK. er: S. SAFFELL DRAWING NO, 5-2104 sHEFT _1 of 8 0.75" MIN. CONCRETE/ 0.75" MIN. CONCRETE/ EDGE DIST. MASONRY 51 EDGE DIST MASONRY 51 1.50" BY OTHERS 1 50" BY OTHER 0.250 MIN. EMB. 19 MIN. EMB. MAX. SHIM 20 19 20 ' / /// /// 2 0.250" / 44 / MAX. 1/ ' // SEE DETAIL 7 11 SHIM SEE DETAIL 7 32 ON SHEET 5 1 ON SHEET 5 17 EE NOTE 6 ON 29 31 SHE 4 SEE NOTE 3 0 10 SHE 4 1.750" MIN 1.750" MIN. PANEL THK PANEL THK. 36 17 SEE NOTE 2 ON 23 SHE 4 38 45 0.125" MIN. 47 GLASS THK. INTE 10 EXTERIOR INTERIOR EXTERIOR 81.25" 80.0" 87.25" 80.0" MAX. MAX' O'A MAX. SEE GLAZING MAX. D.A. PANEL OA DETAILS, SHEET---. PANEL HEIGHT HEIGHT FRAME 7 HEIGHT HEIGHT SEE NOTE 2 ON 23 37 SHT. 4 38 1 36 17SEE NOTE 6 ON 17 10 SHE4 29 EE NOTE 8 ON 32 SEE NOTE 9 ON 16 33 16 SHT. 4 SHE SEE SEE DETAIL 7 NOTE 3 8 12 ON SHEET 5 ON SHTT, 4 31 E25" 44 ���� MIN. `.•�' � ''�.:� .�....;: 1.25" MIN. 2.50" MIN. CONCRETE/ EMB. 1.75' 2.50" MIN. CONCRETE/ MASONRY EMB. EDGE DIST. MASONRY BY CE IERS MIN. ' EDGE DIST BY OTHERS r^, Vc"T1CAL CROSS SECTION ^I3 L'CRTICAL CROSS SECTION 2 WITH HIGH DAM THRESHOLD 2 AT SIDELITE SASH m DESCRIPTION 1 DOOR STEEL FACE SHEET 24GA 0.020 A41N. 2 FRAME HEAD FINGER JOINTED PONDEROSA PINE 3 FRAME HINGE JAMB FINGER JOINTED PONDEROS4 PINE 4 FRAME LATCH JAMB FINGER JOINTED PONDEROSA PINE 7STEEL 5 4' x 4' BUTT HINGE 12 a. BY HAGER6 9 X 1PFH WOOD SCREW HINGE TO DOOR7 DOOR LATCH STILE 8 OUTSWING PEMKO BUMP FACE THRESHOLD ALUMINUM 9 BRAD TRIM NAIL 76G4. X 1' FOR MULLION CAP STEEL 10 COMPRESSION WEATHERSTRIP FOAM 11 DOOR TOP RAIL LVL 12 DOOR BOTTOM RAIL STEEL 13 DOOR HINGE STILE FINGER JOINTED PONDEROSA PINE WOOD 14 110 x 1 3 4" PFH WOOD SCREW STEEL 15 LOCK BLOCK FINGER JOINTED PONDEROSA PINE WOOD 16 3 16" ITW TAPCON ANCHOR LVZ 1 1 4" MIN. EMBED. STEEL 17 EXPANDED POLYSTYRENE 1.0 to 1.25 Ib. cf DENSITY BY JELD-WEN FOAM 18 NOT USED _ 19 2x WOOD SUB BUCK WOOD 20 SHIM 0.25' MAX. THK. HIGH DENSITY PLASTIC OR GREATER)- 21 KWIKSET 400 SERIES KNOB STEEL 22 KWIKSET TITAN 700 SERIES DEADBOLT NOT SHOWN STEEL 23 8 x 1 1 2" PLASCREW ODL LITE FRAME STEEL 24 ILI x 2' PFH WOOD SCREW STEEL 25 8 x 2 1 2" PFH WOOD SCREW STEEL 26 PO x 1" PFH WOOD SCREW IMPERIAL ASTRAGAL TO DOOR STEEL 27 110 x 2' PFH WOOD SCREW STEEL 28 MULLION CAP WOOD 29 SILICONE CAULK CR LAWRENCE 33 ClSILICONE 30 GLAZING COMPOUND QSO BY ODL SILICONE 31 BRAD TRIM NAIL 16GA, x 3 4" FOR 3 B" QUARTER. ROUND. STEEL 32 3 8' QUARTER ROUND SIDaITE STOP WOOD 33 CORNER BLOCKS FOR STEEL DOOR BOTTOM RAIL MDF 34 SCHLAGE KNOB SET #1751 STEEL 35 SCHLAGE DEADBOLT LB360 NOT SHOWN STEEL 36 SIDEUTE STEEL FACE SHEET 24GA, 0.020' MIN. STEEL STEEL 37 1 8" TEMPERED GLASS BY PPG CLASS 38 ODL LITE FRAME SG SPARTECH POLYCOM PP5530 C13 POLYPROP. 39 PRESSURE TREATED MULLION BAR 3 4" x 4 9116 x 81 1 4" P.T. WOOD 40 ALUMINUM EXTRUDED ASTRAGAL BY IMPERIAL ALUMINUM 41 ASTRAGAL STRIKE PLATE BY IMPERIAL STEEL 42 YALE KNOB HERITAGE SERIES STEEL 43 YALE DEADBOLT HERITAGE SERIES NOT SHOWN STEEL 44 SIDELTTE FRAME HEAD, SILL AND JAMBS (FINGER JOINTED PONDEROSA PINE) WOOD 45 LITE FRAME BY TRINITY FOR 1 2' I.G.U. POLYPROP. 46 1 2" INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS 47 LITE FRAME BY TRINITY FOR 1' GLASS POLYPROP. 48 _IL INSULATED TEMPERED GLASS BY TRINITY AMPAC GLASS 49 LITE FRAME SCREW 6 x 1 1 2" LONG PANHFAD BY TRINITY STEEL 50 GLAZING COMPOUND DOW 1199 SILICONE 51 10 WOOD INSTALLATION SCREW W 1.50' MIN. EMBEDMENT STEEL 52 DOOR LATCH STRIKE PLATE STEEL 53 DOOR LATCH DEAD BOLT STRIKE PLATE 0%%1 III/,_ - STEEL 0 Cjm o� ? y M W WLm,Go x� C-a'QLn Lu n 2 3 V� X a w �J I:4O •G w,— .. •'.0 .Qi^ p * , 7 * � T O t7 �, p (�,' C(/ �•. P.E.Nu•!s� 1'-.1��NS( AVE . . FBPE CFKN9i,�U11f0_i%cnPK.- Prepared By: Q I BUILDING DROPS, INC. Phone: 407-644-6957 I Fax: 407-644-2366 DATE: 9-11-01 SCALE: N.T.S. DWG. BY: JWJ CHK. BY: S. SAFFELL DRAWING NO, S-2104 SHEET 2 of 8 SEE NOTE 4 ON SHE. 4 °d 0.75" MI a EDGE DI T..a ° ° d CONCRETE/ MASONRY BY OTHERS EXTERIOR 1 N7J ERIOR \\ 51 10 1 17 SEE DETAIL 5 ON SHEET 5 0.250" MAX. n HORIZONTAL CROSS SECTION SHIM 3 LATCH JAMB TO BUCK SEE NOTE 1 ON SHT. 4 25 15 1 7 INACTIVE PANEL THK /, SEE NOTC 4O 24 SEE DETAIL 1 ON THIS 11 10 ON SHT. 4 SHEET [1 HORIZONTAL CROSS SECTION AT IMPERIAL ASTRAGAL EXTERIO 1.750" MIN. PANEL THK. �i j INTERIOR 17 1 10 51 SEE DETAIL 5 ON SHEET 5 (� HORIZONTAL CROSS SECTION 0.250" MAX. 3 HINGE JAMB TO BUCK SHIM SEE NOTE 7 ON SHT. 4 / o ti m o O Y = � CONCRETE/ o MASONRY e e BY OTHERS z° w m 3 I 0.75" MIN. o x— . EDGE DIST. Wo¢ o cn UZ 2U Ny 0cz w wax �3 2 w "c UySSy � ASTRAGAL THROW BOLTS (2) TOTAL, (1 EACH) a a EXTERIOR r0.31" 014 x 9.0" LG. AT TOP & BOTTOM 5 3 � � 5 SEE NOTE 1 SHT. 4 26 DETAIL 1 ASTRAGAL TO STILE ATTACHMENT NOTE: ITEM 24 NOT SHOWN THIS VIEW FOR CLARIjjj j j s j j,, N F. L =* gg 7 rem ccloy�[MRMYluril0�i0Wt7ihRER * � 1578 Prepared By: Q IDRAWINa BUILDING DROPS, INC. Phone: 407-644-6957 Fax. 407-644-2366 DATE: 9-11-01 SCALE: N.T.S. DWG. W. JWJ CHK. eY: S. SAFFELL NO.: S-2104 SHEET -L Ov B SEE GLAZING DETAILS, 3 SHEET 7 SEE NOTE 6 ON SHE 4 0.750" - 7 1 15 21 42 34 EXTERIDR 10 25 SEE NOTE 5 (D 17 ON SHE 4 SEE DEFAIL 5 ON SHEET 5 39 F HORIZONTAL CROSS SECTION U AT SIDELITE TO LATCH JAMB SEE NOTE 5 66 ON SHE 4 25 SEE DETAIL 5 ON SHEET 5 i'_G�s ORIZONTAL CROSS SECTION J AT SIDELITE TO HINGE JAMB NOTES: CONCRETE/ I. SPACING FOR ITEM J26 THE 110 x 1" PFH SCREWS ATTACHING THE IMPERIAL ASTRAGAL TO THE INACTIVE DOOR IS MASONRY AS FOLLOWS: FROM THE TOP DOWN & THE BOTTOM UP- 1.0", 2.5 , 4.0", 5.5", 13.0 ; 18.0" & 26.0". BY OTHERS 2. SPACING FOR ITEM 123 THE #8 x 1 1/2" PLASCREW IS AS FOLLOWS: TOP & BOTTOM. HORIZONTALLYY, SIDELITE PANEL 3.0" IN FROM EACH CORNER. ON THE SIDES. VERTICALLY, FOR THE SIDELITE PANELS,• 3.0°, 13.0 , 26.0 , 39.0" 52.0" & 63.0". " 3. SPACING FOR ITEM 131 THE 16GA x 3/4" BRAD TRIM NAIL ATTACHING THE QUARTER ROUND TO THE SIDELITE AND ITEM J9 THE 16GA. X 1" BRAG TRIM NAIL ATTACHING THE MULUON CAP TO THE MULLION BAR VERTICALLY, IS AS FOLLOWS: TOP & BOTTOM HORIZONTALLY (FOR THE 318" QUARTER ROUND),• 1.25"IN FROM EACH CORNER WITH (1) NAIL MID -SPAN. ON THE SIDES VERTICALLY (FOR BOTH 3/8" QUARTER ROUND & MULLION CAP); 1.25" FROM EACH END & SIX MORE EQUALLY SPACED ON THE FIELD. �e 4. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND BUCK USE ITEM #25, A #8 x 2 1/2" PFH WOOD SCREW. WHEN ATTACHING THE STRIKE PLATE TO THE JAMB AND SIDELITE JAMB AT THE MULLION USE ITEM J24, A 18 x 2" " PFH WOOD SCREW. , 5. SPACING FOR ITEM #25 THE J8 x 2 1/2" PFH WOOD SCREWS ATTACHING THE JAMBS TOGETHER AT THE MULLION, 4.4.. IS AS FOLLOWS. 6.0" FROM EACH VERTICAL CORNER WITH (4) MORE SCREWS EQUALLY SPACED ON THE FIELD, 6. THE SIDELITE PANEL IS SECURED INTO THE SIDELITE JAMB W/ ITEM #29 SILICONE CAULK ON THREE SIDES AND " 3/8" QUARTER ROUNDS SECURED WITH ITEM 131 BRAD TRIM NAILS x 3/4" LONG. 7. WHEN ."7TA.CHING THE HINGE TO THE J 9B AND BUCK USE ITEM #27, A #10 x 2" °C1 SCREW. WHEN ATTACHING 0.75" MIN. de THE HINCE TO THE JAMB AND SIDELITE JAMB AT THE MULUON USE ITEM 114, A #10 x 1 3/4" PFH WOOD SCREWtUGE UIST 8. SPACING FOR ITEM J49 THE 16 x 1 1/2" PANHEAD SCREW (TRINITY LITEFRAME) IS AS FOLLOWS: e SIDELITE LITEFRAME FROM THE TOP DOWN VERTICALLY, 3.25", 18.0625" 32.8123", 4Z5625" & 62.625". SIDELITE LITEFRAME TOP & BOTTOM FROM THE LEFT,• ONE (7) SCREW AT 4.4375'. a 9. ALTERNATE CONCRETE/MASONRY INSTALLATION ANCHORS OF EQUIVALENT PERFORMANCE CHARACTERISTICS CAN BE USED UPON APPROVAL OF THE ARCHITECT OR ENGINEER OF RECORD FOR THE PROJECT OF INSTALLATION. 10. USE' ITEM #51 WHEN INSTALUNG INTO WOOD SUBSTRATE AT HEAD & JAMBS, LICE !LrM §25 WHEN INSTALLING INTO MULLIONS. USE ITEM #16 WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. NOTE 3 SHE 4 SEE NOTE 2 23 ON SHE 4 L9 SEE NOTE 6 ON SHE 4 LSEE DETAIL 5 ON SHEET 5 0.250" MAX. SHIM 181,E NOTE 7 SHT. 4 1I SEE GLAZING DETAILS, SHEET 7 EXTERIOR 0.125" MIN. J INTERIOR GLASS THK. F. SEE GLAZING DETAILS, SHEET 7 EXTERIOR 0.125" MIN. J INTERIOR GLASS THK. F. Prepared By: yBUILDING DROPS, iirC. Phone: 407-644-6957 1578 Fax: 407-644-2366 DATE: 9-11-01 SCALE: N.T.S. DWG. BY: JWJ DHK. BY: S. SAFFELL DRAWING NO.: S-2104 THEFT 4 OF B MAX. O.A. FRAME WIDTH SEE DETAIL 2 ^ f ON THIS SHE. SEE DETAIL 4 ON THIS SHT. 6.00" .00" TYP. 6.00" TYP. 12.5T0" T . .00" TYP. TIP. 6 TYP. I III 1 1 1 I 7.375" 51 l TYP. ITYP. 31" 5 SPACES 13.85" SEE DETAIL 5 81.25" — ON THIS SHT. MAX. O.A. 1 FRAME 5.50"� _ HEI HT — I 31" 36.625" 16 TYP. ][ 00" TYP. 12.125' 6.00 x 7.00" TYP. RP TYP. i JC DETAIL 3 ON THIS SHE DOUBLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR 25 16 14 27 SEE NOTE \ — \ 7 SHEET 4 41 6 / \ 41 DETAIL 2 - @ HEAD JAMB DETAIL 3 - ® THRESHOLD DETAIL 4 ASTRAGAL STRIKE PLATE ASTRAGAL STRIKE PLATE HINGES TO JAMB & DOOR 81 M G FR DETAIL 5 DETAIL 6 16., STRIKE PLATES TO ASTRAGAL STRIKE PLATES TO JAMB MPE C 'U .15" MIN. o 0 C-SINK. N :r M 16 512 1� 17 oo-�sJ � � El SEE NOTE 10 \ \ ON SHEET 4 — — �2 F.' DETAIL 7 F. I*NTERSINK FOR INST.1Ll A„TICN ANCHORS o 0 0 �I W OUmQjzuz •• ��j' DATE: 9-1 1-01 7 ' O i Prepared By: SCALE: N.T.S. DWG. BY: JWJ * _ f i Q CHK. BY: S. SAFFELL P•; !V DRAWING NO.: BUILDING DROPS, INC. S-2 i 04 S*` Phone: 407-644-6957 SHEET 5 of 8 gD�zes�e Fax. 407-644-2366 81.25" MAX. O.A. FRAME 4.50" TYP.TY 3.00" . TyP. 6 TYP. 5 SPACES ® 13.85" 07.00" MAX. O.A. FRAME WIDTH SEE DETAIL 2 ON SHEET 5 16.41" TYP. 00" TYP. F��6..00" 41" TYP. DO" TYR TYP. .00" TY .00" TYP, l l Il I III I11 I l II I I 51 51 — nP• TYP. SEE NOTE 5 �- 25 ON SHEET 4 — SEE DETAIL 5 ON SHEET 5 5.50"I 25 � a 36.625" 16 TYP. BL gL 1 1 L 3.00" 3.00" TY . .00" TYP. 3.00" 7.00" TYP. X 7.00" TYP. A. SEE DETAIL 3 ON SHEET 5 DOUBLE DOOR WITH SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR SEE DETAIL 4 ON SHEET 5 6 P 0 V m 0 Ln Z f6j Wf Ix W Lc000 Y = v SEE DETAIL 4 Lu ON SHEET 5 SINGLE DOOR WITHOUT SIDELITES ANCHOR LOCATIONS VIEWED FROM INTERIOR Opt` c s F.1fU.,'''O .C.P "I� * 7 •. T T O i zZ ♦ /''� P ,• ` ER "NQ• 0. �� ��` i�N�AxKs Ate` FBPE c[Axrif, AUTI _ l �RA`28578 Prepared By: Q BUILDING DROPS, INC. Phone: 407-644-6957 Fox. 407-644-2366 DATE: 9-11-01 SCALE: N.T.S. DWG. BY. JWJ CKK. BY. S. SAFFELL DRAWING NO: 5-2104 SHEET 6 OF 8 0 EXTERIOR 50 > m 0.125" MIN. Z y TEMP. GLASS N HICKNESS ao W w C ~¢ L - > ^ e n 0.50" INTERIOR GLASS BITE 17 29 50 29 46 50 38 23 SEE NOTE 2 ON SHE 4 � EXTERIOR 0.500" MIN. L'n .o GLAZING DETAIL 1 GLASS THK. 0125" TEMP .. 0.250" AIR o xF In ODL LITE FRAME SINGLE PANE 1/8" TEMPERED GLASS GLASS SPACE < "mi a � � o SPARTECH Lu POLYCOM PP5530 C13 oaz ¢ = z r N 38 woo m 0 "o 03 .25" x .50" 0.125" TEMP. w N INTERIOR 0.50' INTERCEPT GLASS QaY o GLASS STEEL SPACER o�x� 50 BITE 0 3 17 29 29 48 SEE NOTE 8 50 45 49 ON SHT. 4 a a � SNNF- EXTERIOR 0.125" TEMP. GLAZING DETAIL 2 o GLASS TRINITY LITE FRAME 1/2" INSULATED TEMPERED GLASS N N w o 1.000" MIN. LUPOY EU-5007 o o E GLASS THK. 0.750" AIR SPACE 45 NOTE. ��?cc .75" x .50" INTERIT INTERIOR 0.125" TEMP. ALL GLAZING CONFIGURATIONS o 0 0 STEEL SPACER 0.50" GLASS SHALL COMPLY WITH SAFETY = o o o = GLASS GLAZING REQUIREMENTS OUTLINED IN FBC SECTION 2406. BITE o = N o a 50 47 Ao SEE NOTE 8 ���,� w o o m ¢ F �� ON SHE. 4 �, ES F• DATE: 9-11-01 SCALE: N.T.S. GLAZING DETAIL 3 7 Prepared By: DwG. er: JWJ TRINITY LITE FRAME 1" INSULATED TEMPERED GLASS = * : * = cNx. er: S. SAFFELL S. LUPOY EU-SOOT = fl . T T t = Q �0 '•/� P :'��� ` a DRAWING 47 '� DA4.i.r�a•!]7%� �ILZ BUILDING DROPS, INC. (r,/�tN�tKps AVE�,IS'. 407-644-6957 S-2iv4 %Phone: revs aQKA;v Aurir0rnD47EI�D�zss�e Fox: 407-644-2366 SNEEt 7 or 8 a 1.670" 1.670" 1 210" DOOR BOTTOM RAIL 12 24GA (0.021') STEEL DOOR HINGE STILE 13 FINGER JOINTED PONDEROSA PINE WOOD OZONE �Ipj�4�I 33 CORNER BLOCK FOR STEEL BOTTOM RAIL MDF x 3.0" LONG 1.500" -{ -{ 0.624" 1.750" ASTRAGAL HAS TWO 0.3125" DIA. x 9" LONG BOLTS, 1 ON TOP, 1 ON BOTTOM I^� 1.025" SASTRAGAL (IMPERIAL) 40 6063-T6 ALUMINUM I J- 0.529" 0.380" 0.500" 0.530"_P � 0.140- 1.670" 1.670" 4.5625" 2.188" 1.000" 1.042" / .� j// 0.750" 1.250" // // / 0.500" ODOOR LATTC_H S71LE 11 DOOR ITOP RAIL 2 3 WOOD JAMB FINGER JOINTED OsPONDEROSA PINE 10 COMPRESSION WEATHERSRTIP SCHLEGEL Q-LON QDS 650 1.250" P.500" 0 SASTRAGAL STRIKE PLATE 41 (IMPERIAL 0.125" STEEL) 11.875" DIA. VARIES WITH HARDWARE USED 0.513" ::::::.,.:. 1.544" Y� 1.750" y 2.521 " \112" I.G. TRINITY LITE FRAME �f POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA #07-0828.01 1.109" 0.868" 0.482" 0.585" T 0 1.736"O.675 ❑ 2.137" 1.012 . O -I 1.381" 52 DOOR LATCH STRIKE PLATE DOOR LATCH DEAD STEEL 53 BOLT STRIKE PLATE STEEL WOOD LOCK BLOCK 15 FINGER JOINTED PONDEROSA PINE 0.125" I I.:.. 1.544" 1.586" 1.750" -1 1.752" Y� 2.519" 2.621" i!11" I.G. TRINITY LITE FRAME 38 1/8" S.G. ODL LITE FRAME U POLYPROP. POLYPROP. TRINITY PLASTIC LITE KIT MATERIAL ODL PLASTIC LITE KIT MATERIAL APPROVED UNDER NOA07-0828.01 APPROVED UNDER NOA #10-1209.01 ® 0.375" 0.375" -� �--T 3/8" QUARTER ROUND 32 SIDELITE STOP PINE 2.040" O O -1 1.375" I40 I II O O O'0.097- F- �- 4.000" -1 MULLION CA IP HAGER STEEL BUTT HINGE 28 PINE (81.25" LONG) 04" x 4" x 0.097" THK. STEEL EXXXxl \\ 0.582" 1.000" M f- 4.041" I - BY PEMKO INSERT Prepared By: TT QO , P: '�Q/ TN DAP.•i.Aa•i] � E;ULDI.,G DROOPS, INC. pa�xyS AW Phone: 407-644-6957 'PE CEQK9i AUINO RD,29S)e Fax: 407-644-2366 9-11-01 N.T.S. BY: JWJ By.. S. SAFFELL NG NO.: S-2104 8 OF B 127 W. Fairbanks Ave. BUILDING DROPS Suite438 A Perfect Solution in Every Drop Winter Park, FL 32789407.644.6957 PH Certificate of Authorization: 29578 407.644.2366 FX contact@buildingdrops.com Product EvaRuaffon Rep® °t Of JELD-WEN, inc. Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites for Florida Product Approval Florida Building Code 2010 Per Rule 9N-3 Method: 1- A (Certification) Category: Exterior Doors ' Sub - Category: Swinging Exterior Door Assemblies. Product: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/or w/o Sidelites Material: Steel/Wood Product Dimensions: 107"X 81.25" (Maximum) Prepared For: JE LD-WEIR, unc. `,`����� r►ttt��r 3737 Lakeport B➢vd. N%� ES F O i Kl amath Falis, OR. 97601 ��` R�,,,....., , . , .'� 4 ZZ Prepared by: = * ° 7 -* Hermes F. Norero, P.E. � -v T T � Florida Professional Engineer # 73778 tU Date: 05/01/2012 0,n �••..� O DP;•' _� Contents: �/ •' • •' • • • G� �`� Evaluation Report Pages I — 4 �j�`Sl0NAL Installation Details Pages 5 ���// 1111100000, Digitally signed by Hermes F Norero, P.E. Hermes F. Norero, P.E. Reason: I am approving this document Florida No. 73778 Date: 2012.05.01 17:42:30-04'00' BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 li Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Swinging Exterior Door Assemblies I �I Compliance Method: State Product Approval Rule 9N-3.005 (1)(a) FL#: Cate: 05/01/2012 Report No: 2035 Product Name: Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 107" X 81.25" (Maximum) Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Rule Chapter No. 9N-3.005, Method 1a of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 2010 Florida SLI11ding Code.. See Installation Instructions S-2104, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. ,i �I Limits of Use: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with ') Section 1609.1.2 of the 2010 Florida Building Code and does not require an impact resistant i covering on outswing doors. 4. Non -Impact sidelites do require an impact resistant covering when used in areas requiring wind borne debris protection to comply with Section 1639.1.2 of the 2010 Florida Building Code. 5. Site conditions that deviate from the details of drawing S-2104 require further engineering analysis by a licensed engineer or registered architect. i 6. See Installation Instructions S-2104 for size and design pressure limitations. 'I Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 it Quality Assurance: i FL*: Date: 05/01/2012 Report No: 2035 The manufacturer has demonstrated compliance of door products in Accordance with the Florida Building Code and Rule 9N-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through National Accreditation & Management Institute, Inc. (FBC Organization #QLIA1789) Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Certified Testing Laboratory, Inc. (FBC Organization # TST1577) Report #: CTLA696W, Report Date: 11/01/2001 2. Quality Assurance National Accreditation and Management Institute (FBC Organization #: QUA 1789) Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 5 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 ii Installation: 1. Approved anchor types and substrates areas follows: I FL#: Date: 05/01/2012 Report No: 2035 Through Frame Installation: A. For two by (2X) wood buck substrate, use #10 Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. II B. For concrete or masonry substrate where one by (1X), non-structural, wood bucking is employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. it Refer to Installation Instructions (S-2104) for anchor spacing and more details of the installation requirements. Design Pressure: r Design Pressure XX, OXXO X, OXO, XO, OX Outswing Positive 57 PSF* Positive 66 PSF* Negative 57 PSF Negative _ 70 PSF umts meet water inrntration requirements corresponding to noted design pressures. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 5 BUILDING DROPS FL#: A Perfect Solution in Every Drop Date: 05/01/2012 Report No: 2035 Certificate of Authorization: 29578 i Installation Method JELD-WEN, inc. 6 Energy Saver/Contour Wood Edge Opaque Steel Outswing Door w/ or w/o Sidelites 6 6 SF @ SPY @ I 11 SPf @ I P. 25 0 Hermes F. Norero, P.E. Florida No. 73778 Page 5 of 5 Florida Building Code Online Page 1 of 3 ,. �?1bvMr RECEII,TD APR'2 101 4. e:xi.._.x �� ,—. Busines '.' BCIS Home Log In User Registration Hot Topics �l „�::. Submit Surcharge Stats & Facts Publications FBC Staff BCIS S.te Map Links Search �_ Professional (i" jUsER Approval "2i 1. rl Product Approval Menu > Product or Aonlication Search > Apphcation List > Application Detail FL # FL1844-R17 Application Type Revision Code Version 2010 Application Status Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments No validation checklist comment sent 1/27/15 jb Archived Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Horizontal Slider Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S 2/A440 L008 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E-1886 2005 ASTM E-1996 2012 ASTM E-283 2004 ASTM E-330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL1844 R17 Eauiv Cert of Eauiv AAMA101-2011 To 2004 odf FL1844. R77 E-tuiv Cert of Eauiv ASTM E1996_12 to E1996-09..�df https://vvww. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ-, vtDgsGsvRHsb6W... 4/22/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option A 01/26/2015 01/26/2015 01/28/2015 FL # Model, Number or Name 1844.1 ] H R - 210 Cimi�ts of -Use Approved for use in HVHZ: No • Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 1844.2 HR - 410 Description Aluminum Horizontal Roller Window with Slip -On Nailing Fin Certification Agency Certificate FL1844 R17 C CAC Certification HR-210.1)df Quality Assurance Contract Expiration Date 01/10/2016 Installation Instructions FL1844 R17 11 HR-210.1)df Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R17 AE Prod Eva[ HR-210.r)(if Created by Independent Third Party: No Vinyl Horizontal Sliding Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R17 C CAC Certification HS-41.0.0f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/17/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R17 II HR-410.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R17 AE Prod Eval HR-410.Dd Created by Independent Third Party: No 1844.3 1HR-510 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. 1844.4 HR-2110 WinGuard Vinyl Horizontal Sliding Window Certification Agency Certificate FLIS44 R17-C CAC Certification HR-510 b.Ddf Quality Assurance Contract Expiration Date 07/28/2015 Installation Instructions Fl_1844 R17 II HR-510 b.odf Verified By: Dean Ruark, PE 73138 Created by Independent Third Party: No Evaluation Reports FL1844 R17 AE Prod Eval-HR 510 b.Ddf Created by Independent Third Party: No Vinyl Horizontal Roller with Integral Nailing Fin Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R17 C CAC Certification HR-2110.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 02/21/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design [ LiS44 R17 lI HR-2110 Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FI-1844 R17 AE Eno Eval HR-2110.Ddf v Created by Independent Third Party: No 1844.5 I HR-2210 I Vinyl Horizontal Roller Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. Certification Agency Certificate FL1844 R17_C CAC Certification. Ddf Quality Assurance Contract Expiration Date 10/22/2015 Installation Instructions FL1844 R17 II HR-2210 Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by IndependentThird Party: No Evaluation Reports https://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEV XQwtDgsGsvRHsb6 W... 4/22 /2015 Florida Building Code Online it Page 3 of 3 ,t FL1844 R17 AE Eno Eval HR-2210.)ddf Created by Independent Third Party: No 1844.E HR-2710 Premiere Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R17 C CAC 1JR-2710 Certifications d.odf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: Yes 05/26/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R17 II HR-2710.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R17 AE Ena Eval HR-2710.pcf Created by Independent Third Party: No 1844.7 HR-2810 Premiere Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL1844 R17 C CAC HR-2810 Certifications cl Ddf Quality Assurance Contract Expiration Date Impact Resistant: Yes 07/18/2016 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R17 II FIR-2810.odf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FIA844 R17 AE Ena Eval HR-7.810 oof Created oy Independent Third Party: No 1844.8 HR-5410 EnergyVue Vinyl Horizontal Roller Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1844 R17 C CAC Certification 5410 HR.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/11/2018 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for design FL1844 R17 II HR-5410 Ddf pressure, size and anchorage information. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FI_1844 R17 AE Prod Eval HR-5410.Ddf Created by Independent Third Party: No 1844.9 HR-5510 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Please see the Installation Instructions for design pressure, size and anchorage information. WinGuard Vinyl Horizontal Roller Certification Agency Certificate FL1844 R17 C CAC Certification 5510 HR.odf Quality Assurance Contract Expirati,3n Date 12/11/2018 Installation Instructions FL1844 R17 II FIR-5510 Ddf Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1844 R17 AE Prod Eval HR-5510 Ddf Created by Independent Third Party: No Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Pnone: 850-487-1824 The State of Florida Is an WEED 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 -record!; 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 emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: T ® eCti:D 19 4— t.rit%� s. 't https://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgsGsvRHsb6W... 4/22/2015 �..-1-1 Documen(Tiue: Structural Performance Doc No: FRIVI B1-02 Rev No: 6 Page: 1 or: 1 EYS'i"o!V,,*,- C¢nr,rIGTID1Vb. INC Certification Authorization Report Required By: !PRO B1-03 CAR & Product ID Number 190 - 465.0 Issue Date: 4/2/2008 Revision Date: 11/27/2013 Expiration Date: 1/10/2016 Company Code: 190 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below.. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meeis the requirements of the referenced standard and 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 at www.keyitonecerts.com. Licensee Information; Product Information: PGT Industries 1070 Technology Dr. Nokomis Model: HR-210/201 Aluminum Horizontal Slider XOX PO Box 1529 Operator Type: HS FL 34274 Config: NO Max Width: 111 Max Height: 63 Referenced Standard: Product Rating: - AAMANVDMA/CSA 101/IS2/A440-05 HS-R45 2819xl600 (111x63) Qualifying Test Information: Test Report No: ATI-78026.01-401-47 Test Report Expiration:: 1/10/2016 Authorized Signature: Digitally signed by Steven M.Urich Keystone Certifications, Inc, DN: cn=Steven M. urlch, 564 Old York Road, Suite 5 o=Keystone Certifications, Inc., ou, Etters, Pennsylvania 17319 email=surich@keystonecerts.com, Phone: 717-932-8500 Date,Date:2013.11.27 1333:41 -05'00' Fax: 717-932-8501 W W W.KEYS'rONECERTS. COM "�`-`����� `` DocumentTjtle: Structural Performance Doc No: FRN Bl-02 ' Rev No: g Pails: 1 .oc 1 YSTON Certification Authorization Report Required9y: PRO B1-03 CAR $ Product I'D Number: 190 - 466.0 Issue .Date: 4/2/2008 Revision Date: 11/27/2013 Expiration Date: 1/10/2016 Companv Code: 190 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This report is only valid when!: igned by an officer of KCI, and indicates the :product as manufactured by 'the company named below has been tested .and meets the requirements of the referenced standard and 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 at www.keyt+tonecerts.com. Licensee Information: Product Information: PGT Industries Model: HR-210/201 Aluminum Horizontal Slider XO 1070 Technology Dr. PO Box 1529 Operator Type: HS Nokomis FL 34274 Config: NO Max Width: 74 Max Height: 72 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/IS2/A440-05 I HS-R451880x1829 (74x72) Qualifying Test Information: Test Report'No: ATI-78026.01-401-47 Test Report Expiration: 1/10/2016 Authorized Signature: Digitally signed by Steven M. Urich Keystone CertificatlOns, Inc. DN: cn=Steven M. Urich, 564 Old York Road, Suite 5 o=Keystone Certifications, Inc., ou, Etters, Pennsylvania 17319 email=surich@keystonecens.com, Phone: 717-932-8500 c=US Fax: 717-932-8501 Date: 2013.11.2713:34:19-05'00' W W W AEYSTONECERTS.COM GENERALNOTES: 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE FOR THE DESIGN PRESSURES LISTED. 2) WOOD BUCKS DEPICTED AS IX ARE LESS THAN 1-1/2" THICK. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 3) SEE TABLES FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. 6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 2.7 KSI CONCRETE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. GLAZING COMPLIES WITH ASTM E1300-04. 8) THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. TARI P 1-,1FRIrKI 017C121-I to. Window Buck Size Configuration XO/OX Design Certification Numbers Width Height (+)pBt 45 (-)pBf 74" 77 45 111" 63" XOX (1/4 -1/2 -1/4) 1 45 45 190-465, 466 TABLE 2' ANCHORS FhR I=w mmunnlmc Anchor Substrate Min. Edge Distance Min. Embedment 2-1/2" x .131" Common Nail I P.T. Gouthem Pine (SG = .55) 1 3/8" 7-7/1W 2-1/2" x .14.T Roofing Nall P.T. Soldhem Pine (SG = .55) 3/8" 2-7/16" #10 Steel SMS P.T. Southem Pine (SG = .55) 1/2" 1-3i8" Aluminum, 6063-T5 min. 318" 1/8" Steel Stud, Gr. 33 min. 3/P" NV"' 0.0346 (20 ga) A36 Steel 118" --•.- • �.....,"_.-• auw „v„ w, amen• tmntumta: SHALL BE MIN.3 THREADS BEYOND INSIDE FACE OF MATERIAL. I E 74" MAX. BUCK 72" MAX. BUCK 14" MAX. O.C. I — T I_ 9-1/8" MAX. 10-1/8"--I•-----I k----I-14" MAX. O.C. THROUGH NAIL FIN MAX. SPACING (XO OR OX) 11" MAX. BUCK 1AX. � a 14" MAX. O.C. —T 4-3/4" MAX. -L 7-1/2" MAX.--I---I-14" MAX. O.C. THROUGH NAIL FIN MAX. SPACING 0lOX) 11111I1111 vyNN Ai/(/� 7i�' Dmwer wnn umwe nseroew+rn�valauoavimm �' O? • cNSE R �•— J. POSOWSKI 08)24/11 h�' ti� ••.-k � wne_-: mra: w ". umvmwmenwr:xowaBava�ncs Q � 05 iw�e�mwr��rvanw� � : No 5B1 • • _ arxirsuwaFwremisrxc.¢ �I �• it1=1070 TECHNOLOGY DRIVE T OF = NOKOMIS. FL 34275 %p0: •.• F FLCERT.OFAl17r1.:2026J HORIZONTAL ROLLER INSTALLATION A. LYnn Miller, P.E. S-^" vN r 1� P.E.H58705 HR-210 NTS 1 0 f 2 1082411JR II —�� EMBEDMENT EDGE DISTANCE EXTERIOR SUBSTRATE SHIM EDGE DISTANCE FIN FRAME, HEAD INSTALLATION a EXTERIOI M SUBSTRATE EXTERIOR lu FIN FRAME, JAMB INSTALLATION FIN FRAME, SILL INSTALLATION 1YNN 4f/������ nor wm r.mdr n�.vavnnat�cwmar�armu� :\ 4�0••• ENS •''•`'A �% J. ROSOWSK! 081241.1 ALUMINUM Son-,s INSTALLATION NOTES: ? .' �� DE .xey. om a.waa woraarn�nm ww vnavornr�s Q : '•. ;c oan�mnutrarwmoa2snmana .wrRoramxairn�cur�xsm wwne� No. 58705 aRASmvnacr� 1) SEE SHEET 1 FOR SPACING REQUIREMENTS.��: - ® D--05- 2) SEE TABLE 2 FOR ANCHORAGE AND SUBSTRATE REQUIREMENTS. GI I�� ��70 TECHNOLO 7E OF GY DRIVE 3) MAX. SHIM THICKNESS TO BE I/4". / _ <u; NOKOMIS. FL 94275 j ST = FL GERT. OF AUTH.: 29295 O�`'' •. PLOR�oP• ',C�;. HORIZONTAL ROLLER INSTALLATION ��'CCss, "••••'• A. Lynn Miller, P.E. S.i,.amea sm.: s— .1"a., x... P.E.i158705 HR-210 NTS 2 of 2 1062411JR i 11011111M I t 0 a--- - - m I Til ro-1 1070 Technology Dr. N. Venice, FL 34275 Tel. 941-480-1600 pgtindustries.com Product Evaluation Report Date: January 3, 2012 Product Description: Horizontal Roller, Series 210 Florida Product Approval #: 1844 Manufacturer: PGT Industries 1070Technology Dr. North Venice, FL 34275 (941)486-0100 Statement of Compliance: The product listed in this evaluation report, meets the requirements of the Florida Product Approval Rule, 9N-3. This :product complies with the requirements of the 2007 & 2010 Florida Building Code, Technical Documentation: Elevation, anchorage/installation drawings and Test Reports: Drawing # : 1082411JR Test Report(s): ATI-78026.01 Installation: Units to be installed as per the attached installation drawings. Limits of Use: 1. 'Maximum Design Pressures and sizes to be as listed Li the test report, unless attached documentation shows lower DP's or smaller sizes. 2. This product is not impact Resistant and requires shutters in windborne debris regions, 3. This product is not for use in the High Velocity Hurricane Zone (HVHZ). Certification of Independence: A. Lynn Miller, P.E. is employed by PGT Industries, -and therefore has a financial interest in the company or any company manufacturing or ' distributing products for which this report is being issued, but does not, nor LYNN ��, \O wfnaInterest in any other entity involved in the approval 4�CENSF F.Q process ofth s p product. * No. 58705 * ' 3 1� cc, SAT OF �— A. Lynn Miller, P.E. P. E. # 58705 FL Cert. of Auth. #29296