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HomeMy WebLinkAboutPRODUCT APPROVALFlorida B*ld ng.Ccpde Online 2/16/18, 8:44 AM r [`SCANNED SCANNED s • a BCIS Home Log In Us'r Registration ! Hot Topics i Submit Surcharge i Stats& Facts ` Publications i FBC Staff i' BCIS Site Map, Links Search f1 rich Product Approval USER: Public User 8±: ck:in Product Approval Menu > Product or ADDlication Search > Application List > ♦ s a FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FL4613-R6 Revision 2017 Approved Detail ScWage Lockk ZY p C� 8TY- r6—nns Ivania Street Carmel, IN 46032 (317) 715-4073 james.donlan@allegion.com Jim Donlan james.donlan@allegion.com FEB 21 2018 ST. w,County, Form Quality Assurance Representative I— Address/Phone/Email I CE&terior Category Doors Subcategory g Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Hermes F. Norero, P.E. PE-73778 UL LLC 12/31/2020 Locke Bowden ` Validation Checklist - Hardcopy Received Certificate of Independence FL4613._.R6_COI_COI AI egion SS 2017-10-19.pdf Referenced Standard and Year (of Standard) Standard Year TAS 201 1994 TAS 202 1994 ( i TAS 203 1994 https:/!floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtgtNdreiWNws3DhfThQuvKKmFf0MARyws%3d Page 1 of 2 Florida P4(ilding Cgde Online 2/16/18, 8:44 AM Equivblence of'Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/19/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/23/2017 Date Approved 12/12/2017 1 Summary o d_ucts . *:w J., waY/O \ FL # Model, Number or Name Description 4613.1 Steelcraft L18 & CE18 Impact Resistant Metal Doors with Hardware ts,ofsiis"� Installation Instructions Approved for use in HVHZ: Yes FL4613_R6 II_S05-012 SS 2017-10-19.pdf Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida RE. 73778 Impant,ResistanU Yes,,.__ Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports er: Ilow Metal Flush Si Doors. 3'0 x 7'0 for Impact FL4613_R6 /�E.--PER5182 SS 2017-10-19.pf1f and water resistant a°"pMf cations. See installation instructions Created by Independent Third Party: Yes for design pressure ratings. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 'Credit Card - Stife - ; . W4114111VI&WIMM .I https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtgtNdreiWNws3DhfThQu:vKKmFfOMARyws%3d Page 2 of 2 What istfie Falca)R SZ-Series Door? 11/27/17, 11:52 AM r ' ' F ri?aue: i"y Ask your gUestiort Entering your question as a complete sentence will provide more accurate results than keywords or phrases. Ask your questionFSearch i !Lser gtiesiicr?$ F7a(') ! t a:egory 's_<; i What is the Falcon SZ-Series floor? Resolution: Falcon SZ Series Door I the economy Steelcraft commercial grade door recommended light commercial applications when architectural specification are not needed. Op ions: The SZ-Series door is available with the following features: • Steel Face Sheets = 18 gage Cold Rolled Steel face sheets (A60 Galvannealed option) • Door Size = 3068 or 3070 single door • Edge = square edge hinge and lock sides with visible seams • Core = Honeycomb or Polystyrene • Top Channels = 14 gauge inverted end channels o Hardware Prep features: o 7 gauge hinge reinforcing for 41/2" standard weight (.134) non -handed o closer reinforcing 1.4 gauge o lock option 161, 61L, 86ED and reinforced for rim panic (RPD) • toss ptjdlils. dgor aKe fiuS.ti�typq (no glass cutouts) • Fire Label =Warnock Hersey 1 1/2 our _7 m� in label • Packaging = available in twenty (20) packs only • Primer is standard Steelcraft beige. FBC Approval: The SZ-Series is an approved FBC product with FBC #FL-13883. DISCLAIMER: INFORMATION PROVIDED THROUGH THIS SITE IS PROVIDED TO YOU AS IS WITHOUT ANY EXPRESS REPRESENTATIONS OR WARRANTIES OF ANY KIND, AND WE MAKE NO REPRESENTATION OR WARRANTY THAT THIS SITE(OR ANY INFORMATION PROVIDED IN RESPONSE TO YOUR INQUIRY), WILL BE ACCURATE, COMPLETE, OR ERROR -FREE. YOU AGREE THAT YOU MUST.EVALUATE ALL INFORMATION AND RESPONSES, AND THAT YOU BEAR ALL RISKS ASSOCIATED WITH, THE USE OF THIS SITE, INCLUDING ANY RELIANCE ON THE ACCURACY,COMPLETENESS, OR USEFULNESS OF ANY INFORMATION OR MATERIALS MADE AVAILABLE THROUGH THIS SITE. x I Other users ask Question '#c hinge carry weight Falcon SZ cutsheet i flush bolt on at doors http://kc.allegion.com/kb/article/what-is-the-falcon-sz-series-door/ Page 1 of 5 Al CM NOX SEE NOTE S. 1- Cs� A2 A3 A4 OPTION HDWE FAMILY LOCKING HARDWARE DESIGN PRESSURE Al MORTISE LOCK SCHLAGE: L8000, L9400 SERIES FALCON: M SERIES t701.70 PSF BI A2 CYLINDRICAL (BORED) LOCK SCHLAGE: AL, NO, A FALCON: T. 8, X, Z. S, H SZ 8CHLAGE F-SERIES (F(A)10J40161(A)) WITH BSSM362 DEADBOLT SCHLAGE F(A) 36WM HANDLESET WITH DEADSOLT A3 MMEW9A) R CYLINDRICAL (BORED) E-BOLT SCHLAGE F(A) 3601362 HANDLESET WITH DEADBOLT LOCK WITH DEADLOCK (AUX. OR . SCHLAGE 5200 SERIES.(3210125112701280 OR H100 SERIES (H/107153f180/186) INTERCONNECTED ENTRANCE LOCK - - +671.67 PS)F INTERCONNECTED). DEXTER JSERIES (J10140/54) WITH JD -SERIES (060182) OEAD80LT JHSERIES HANDLESET WITH DEADSOLT {JH60(62) BROADWAY USERIES (U10f40161) WITH B10801062 DEADBOLT U1060M062 PASSAGE MANDLESETWITH DEADBOLT MORTISE EXIT DEVICE MONARCH:16J11 =+7 D1.70 P.SF pA4 R E V I S I O N—S DESCRIPTION I DATE APPROVED APPROVAL DWG 05/25/05 t REVISED NAME JPD 11/01/13-_-'� JOPTIONI DOOR MODEL A L.B,TAL,SZ SERIES FLUSH CE SERIES ,PANELS y*f rf NOTES j ,f I. ALL DIMENSIONS SHOWN MAX. AND TYP. FOR ALL DOOR/FRAME I=ELS t 2. ANCHOR REQUIREMENTS 1 SEE SHEET 2 FOR APPROVED ANCHORS AND INSTALLATION, 3. HINGE REQUIREMENTS, 4.5' STD WT. MIN. (MIN, 3 HINGES) BUTTS OR CONTINUOUS HINGE FOR DOOR OPENING UP TO 7'6' HIGH - MIN (3) HINGES FOR DOOR OPENING 7'7' - 8'0' HIGH - MIN C4) HINGES LOCATIONS, 9.75' FROM RABBET IN HEAD TO CL OF TOP HINGE 10,38' FROM FLOOR TO CL OF BOTTOM HINGE, EQUALLY SPACED IN BETWEEN. APPROVED CONTINUOUS HINGE MODELS, MARKAR FM-300, HG-305, STANLEY 661HD, MCKINNEY MCK-LEND, HAGER 780-224HD, 790-900, IVES 600, 700. 112HD, 224HD SELECT SLIIHD, PEMKO FM -SERIES, 4, SEE SHEET 2 % 4 FOR AVAILABLE STANDARD OPENING SIZES AND SPECIFICATIONS. 51 HARDWARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS. 6. 4' FACE HEAD I3 AVAILABLE, 7. APPLY CAULK AS NEEDED, S. WHEN WATER INFILTRATION RATING 1S NOT REQUIRED USE ONE ROW DF PS074 WEATHERSTRIPPING PER JAMB AND HEAD. INSTALL PER SHEET 3, 9. SEE SHEET 5 F13R WEATHERSTRIPPING OPTIONS TO MEET WATER INFILTRATION. SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANTA, STREET - CARMEL, IN 46032 rAIM AWL E.P TIgV TI L€�7D annvN DATE WIND AND MISSILE IMPACT RESISTANCE YMF o7/as/o L/B/i/CE/SL/SZ SERIES 1-3/4' 3'0'7'0' SINGLE DOORS f/MU SERIES FRAME A"RUVU sME FLAT VG NM 2 SHEET 1 OF ENL N'PYL ,1_ PlTS AUTOCADIF A MASONRY �';ICHOR N7O W CRDU7 FRAME AND 'ELM WALL QVfDOD STUD ANCH(1R N'IWL © STEEL STUD mam - __- r�. STEEL SIUO ANCHOR MASONRY T-ANCHOR "E �� Sal Wcoi l Q •—/ ww STUD ANCHOR WELD-N 08 LOOK -IN Mw•OR WELD-N) (TJ Pu nAupgq. y Loa.Dt m WIRE ANCHOR 1J/s5' DM' O Q! t lNclip(" DRICIIT BASIC 151RE grx.xm 3 ,�, y FRAME 10 OC 5.10' x 9.38' CST � O ^J cRwT taco OI W000 STUD WALLS 8D ti LD D D F..vty:: = {::• i ' ' : �'.". 5£E NOTES 1 dt 2. 4) TOTAL PER STEEL S W WALLS '.',.. lD{OR SEE NOTES t Q 7. r .J �SHKI SPALE F x,�r ANOtOI _ Pd_rean RY BLOCK WALLS fe MAIL LLWW.'tt ❑ 'm T S? W -q. aEXISTING MASONRY ANCHOR (EIAAT Q ELRS7NG L!ASONRY ANCHOR (EMA1 �t< urtt ,A IN RI CONCRETE WALL OR CMU WITH LAC BOLT NID Y7000 SND WAU } Y.1t r ua : f' x MIAtN 8 .E;A ,-•i1T oar • i•` ,, ✓. xpu w S' ? .1,mIlo.'G +nwc t •� • OPfaA'Gaa��y LOW - IN II�W'�UIID OLD -IN LOCK-N R� WRD-1N wcu1a. x�c>atccP o+�v.ouRfD m nw.a�n awrn amosucl:on w-'p+,ncHen. ath coc errwu! VIP 3/8' MN. r' 3/8 x{ COL MN. EMDEOMENTT/� YiV1../ �EQ7T➢-N RED HEAD (SLEEVE ANONOR WOOD STD WALLS ZEE CONCRETE OR RED HEAD (WgJ-R ANQIDR) sm NOTE 1. gyL�yLD r OROUT.RLIED CQ BLOCX WALL r Mti 1 R E V I S? 0 N S DESCRIPTION DATE APPROVED j !L DRAWING YNF 05/25/05 j NA14E JPU lillown 1I d I DETAIL •A• ant wN D• V' X t_3/4' TAa00N OR + % 1-3 e 0 / EXTERIOR FOR OUTSWNG (A) PLACES INTERIOR FOR INSWN0 DOORS SILL INSTALLATION (TYPICAL) DEfAA 'H, JAMB BASE ANCHOR JAMS SASE ANCHOR (WELOM OR ADJUSTABLE) (IVELD-ED OR ADJUSTABLE) NOTES: 1. WOOD OR STEEL STRUCTURAL MEMSERS OF WOODAND ST EEL•STUO WALLS MUST BE DESIGNED TO CARRY SUFFICIENT LOAD. 2. UFINERSAL ANCHOR CAN BE USED FOR WOOD AND STEEL STUD APPLICATIONS. 3. NUMBER OF ANCHORS FOR VARIOUSOPENING HEIGHTS IS LIMITED BY MAXIMUM DISTANCE BETWEEN ANCHORS, SHOWN ON THIS SHEET. 4. FRAMEIANCHOR INSTALLATION SHALL CONFORM TO THE STEELCRAFT INSTALLATION INSTRUCTIONS, 301105 RECOMMENDED INSTAU A77ON INSTRUC NDN5 FOR M&L FRAMES, AND ANSLRIHI All S-IG INSTALLATION GUIDE FOR DOORS AND HARDWARE 0-fo RADIUS SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA STREET CARMEL, IN 46032 DDRD ANGLE PRDJECTM 1 LE ANCHOR DETAILS / MOUNTING CONDITIONS - _ I DATE 2 SHEET 2 OF 5 BENT TABS TO SECURE ASSEMBLY a 2 4P6 ` p• QP 'L FP WELDED 'MELDED� A..4PG4- 'KD' 'SUA' "KNOCKED —DOWN" SET—UP AND ARC —WELDED ASSEMBLY ASSEMBLY #8 X 5/8-TRUSS HEAD SMS a e.• a a.• rkWELDWEDWELDED 'MU' HEAD NOTCHED HEAD SITS ON TOP "MULTI —USE" SERIES AND BUTTED BETWEEN JAMBS OF NOTCHED JAMBS ASSEMBLY TABLE 1. AVAILABLE FRAME CONFIGURATIONS FRAME SERIES JAMB DEPTH MAXIMUM DOOR OPENING SIZE MATERIAL WIDTH HEIGHT OESCR. GA. IN. TH CRS/HRS 16/.053" 14/.067`. F 5.75' 3'0" 7'0' GALV 12/.099" MIN, STAINLESS 16/.053" STEEL MU 5.75" 3•D" 7'0" CRS 18/ 053' MIN. GA TABLE 2. CRS ASTM A1008 HRS ASTM A1011 GALV: A80 ASTM A924 STU 304,306 ASTM A240 x REVISIONS DESCRIPTION DATE APPROVED APPROVAL DRAWING 05/25/05 REVISED NAME JPD 11/01/13 2. MIN. r HEAD 2" MIN. 4" MAX. �jj 1.94" 0.625" 5.75" MIN. VARY VARY t HINGE JAMB STRIKE/HINGE JAMB WEATHERSTRIPPING DETAIL WHEN WATER INFILTRATION' IS NOT REQUIRED (ALL DIMENSIONS -TYPICAL EXCEPT WHEN SPECIFIED) NOTES: 1. FRAME CONSTRUCTION 1.1. MINIMUM JAMB DEPTH 5 3/4% STOP HEIGHT — 5/8- 1.2. FRAMES AVAILABLE AS FLUSH (F—SERIES) AND MULT—USE (MU —SERIES) (SEE TABLE.1) 2. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 2. SCHLAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA.STREET CARMEL, IN 46032 MG APPROVAL - FRAME OPTIONS CORNER DETAILS PROFILE WEATHERSTRIPPING ATTACHMENT flAT -Trim 05-012 SHEET 3 OF 5 B E NTS I AUTOCAD DESCRIPTIONLTR DATE APPROVED OPTIONS A. APPROVAL DW10 YMF 105/25/05 13 REVISEDCORE NAME JPI) i° SECTION A -A SECTION A -A SECTION A -A SECTION A -A A -A .,. ejs�ivi�f��;��fo•�a�f� e • •• SECTIONSECTION f••�f�..ed.•.y?nS••< ii�:•�e:•:•s2.:•:.:•:•41 F •j �•Q•�e�•�•�•.•.•••�.�: r•% .y� a 1•:I :.��:�:�:�e • !••••'•'•:::i•i� r �• :i�i4 �< Ira I�� ir• 1��� i�:i - .' I I •,s,•,•e•,•,•ey i s�i�S�e�i� �ifi �i�i� - IJ. •. _ _ _ _ _ _ _ _ _ _ EXPANDED POLYSTYRENE •.. POLYSTYRENE POLYURETHANE STIFFENED 1 [ i [• < `�i?At1 MANDED P12LYSTYRM FOAM ELFOAN HUD HAT SHAPED SECTIONS 20 GA. tRAFT PAPER. 1.2' CELL SIZE TO MINERAL AND FIBER BOARD OR -POLNIW'YANURATE Vf2GO, 3 / AVAILABLE DOOR CONFIGURATIONS TABLE 1. (SEE NOTE 1.) STIFFENERS TD BE* WELDED TOGETHER AT TOP AND BOTTOM fSP13T'.TLDEI) r.—.1,75- DOOR WIDTH STIFFENERS E4-,26- 1 4 2'30',30' S DOOR SERIES CORE MATERIAL MAXIMUM DOOR OPENING SIZE SKIN MATERIAL WIDTH HEIGHT DESCR. GA. MIN. THK PER SHT.7 HONEYCOMB CRS 18/.044" L POLYSTYRENE 3'0" 7'0" GALV 16/055" POLYURETHANE 14/.070" 18/.044" B STEEL STIFFENED 3'0" 7-0" CRS 16 " GALV 07O" SL/SZ HONEYCOMB POLYSTYRENE .+0" 7'0" CRS 18/.044" POLYURETHANE GALV 16/.055" T MINERAL FIBER 310" 7.0" CRS 18/.044" GALV 16/.055" 14/.070" CE POLYSTYRENE/ 3.0• 7'p" GALV 18/.044" HONEYCOM$ 18/.055" TABLE 3. CRS ASTM A1008 yg HRS ASTM A1011. cr GALV: A60 ASTM A924 Ar STL: 304,306 ASTM A240 .,h t NOTES: 3 1. DOOR CONSTRUCTION` 1.1. MINIMUM DOOR THICKNESS — 1 3/4'� ' f 1.2. DOORS AVAILABLE IN FLAT AND &ROSSED ' SURFACE MODELS (SEE TABLE.1) 1;;, 1.3. ALL DOORS ARE FLUSH — NO LITES OR LOU,VERS'; ALLOWED PER THIS APPROVAL + 1.4 OPTIONAL DOOR VIEWER -PREP IS ALLOWED WITH � MAX. HOLE 05/8" (SEE DETAIL G ON SHT.S) 2. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. MINIMUM YIELD STRESS FOR STEEL IS 4460D PS!. SCHLAGE LUCK COMPANY, LLC 11819 N: PENNSYLVANIA STREET CARMEL, IN 46032 2 SHEET 4 OF S f SEE I 3.91--1 Y3.9 -i- 13,9 f-- 3,9i I4oTE 1 ®^ -- aaxvaalm —• — RIG@ .SECTION 35. 25 EE NOTE 2 MAX. }—F 0,75 FLEXIBLE Y.2S SECTION SEE NOTE 3. I 7 FAs-SEAL ODOR sir DETAIL'O'TOP OF DOORIHEAD WEATHERSTRIPPING 0.50 013 T� 5,00 i g { ZERO INTL 566 SMES THRESHOLD WITH NEOPRENE BUMPER tit 1 L"Ps 0.50 TOP CAP 1 0,25 Ti 5.00 i __� PEMKO 2005 SERIES THRESHOLD WITH 9UCONE, MNri DETAIL DOOR VIEWER IN -DOOR PREP 00,625' MAX. AVAILABLE VIEWERS: IVES U696, U697, 698, U698,700,U700 DEXTER 697.698 OR PILE SEAL ADDITIONAL WEATHERSTRIPPING HARDWARE .�• REQUIRED ONLY WHEN I WATER INFILTRATION IS NEEDED 0.50 0,25 T �r OAV f I DOOR SEAL t--- 5.00 --i ZERO PART NO. NAP.ONAL GUARD 950 SERIES THRESHOLD 01 $144SlFS 8 "TH SIUCONL VINYL OR NEOPRENE BUMPER 0,500 0,25 S 1DURABLE HLT-20SHV SERIES 'iHRE5HOL0 FLEXIBLE-\ ' O 469' 0.08 i- O,S00' --4 PS-074 SELF-ADHESIVE N£ATHERS7RiPPiN0. f SMs DOORSWEEP SURFACE MOUNTED Sys NeoprCm 1 0.88" ALUMINUM WITH NEOPRENE D.as O 1—O.DJ• ZERO PART NO.539 ZERO PART NO. 139 0.08' 1,38' 0.39' � ewpOn Ca:rr ire D58' ORAIN DRIP (D ADJUSTABLE STOP ZERO PART NO. 11 ZERO PART NO.475 0.375' FLOOR CLEARANCE , - I I R E V I S I O N S DESCRIPTION I DATE I APPROVED APPROVAL DWG YMF OS/25/05 I IEVISED NAME in111/01/13 DETAO.'H' BOTTOM OF DOOR WEATHERSTRIPPING AND SILL INSTALLATION NOTES. tq 76 J DETAIL'I I HINGE JAMB SWEEP INSTALLATION 1 O PROTECTING SWEEP j APPLIED TO THE SOFFIT 1 AREA OF HINGE :AMH, BUTT AGAINST ELDSED mmR .� DOOR S£Aln HEAD AND HEAD AND JAHBS i o 1. SLOT LOCATIONS MAY VARY WITH DIFFERENT DOOR WIDTH. 2. DOOR SWEEP RIGID SECTION IS MADE OF PRO -FAX #PD-199 POLYPROPYLENE HOMOPOLYMER 3, DOOR SWEEP FLEXIBLE SECTION IS MADE OF SANTOPRENE #101-73 73 DUROMETER - SHORE A SCALE ----I SCHL.AGE LOCK COMPANY, LLC ll819 N. PENNSYLVANIA STREET I CARMEL, IN 46032 - TK= A171E PRO.IE:CTIM W7LE FM APPROVAL------__-.,.� DOOR OPENING ACCESSOMES BOTTOM SWEEP, THRESHOLD ANO WEATHEP.STRIPPM DETAILS DRAWN DA E TO MEET WATER INFILTRATION NTS -012 SHEET 5 OF 5 Florida[ Building Code Online 2/16/18, 8:51 AM BCIS Home I Log In User Registration 1; Hot Topics Submit Surcharge Stats & Facts Publications 1 F13C Staff BCIS Site Map Links Search r Product Approval IN USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL13192-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Clames Hardie Building Products, Inc. Address/Phone Email 26La Alame"dam" ' �" ""_ Ste. 250 Mission Viejo, CA 92691 (909) 349-2927 pingsheng.zhu@jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com cTechnical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909)349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 (909) 349-2927 pingsheng.zhu@jameshardie.com Category Panel Walls Subcategory Siding 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 Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received \ Certificate of Independence FL13192.....R5_COI..._RIO - Certificate of Independence. pdf https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIlDSL7Rnc9nl4NP2!Zim2vOrA%3d%3d Page 1 of 3 Florida Puilding epde Online 2/16/18, 8:61 AM Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards ,. Certified By Florida Licensed Professional Engineer or Architect FL13192—RS_Equiv RIO-2692B-17 ASTM C1186 equivalencv_pdf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/09/2017 Date Validated 08/25/2017 Date Pending FBC Approval 08/28/2017 Date Approved 10/10/2017 of Products FL # Model, Number or Name Description vy—� 13192.1 Cemplank Lap Siding— _ fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 17- 0406.06 Installation Instructions FL 13192-._R5_II—Cem Pla n k-Installation . pd f FL13192 R5_II ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192 RS_II ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192_R5_II_ER RIO-2688-17 Plank WSP St eathing_pdf FL13192_Lt_5__II_NOA 17-0406.06.pdf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame.pdf --- FL13192__R5._AEER RI0=2687-17Pllnk Shingle to CMU.Pdf FL131 2__R5_-AE ER RIO-2688-17 Plank WSP Sheathing.pdf FL13192_R5 AE_NOA 17-0406.06.pdf Created by Independent Third Party: Yes 113192.2 1 HardiePlank Lap Siding I fiber -cement lap siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use in HVHZ install in accordance with NOA 17- 0406.06 Installation Instructions FL13192._R5_II_ER RIO-2683-17 Plank Wood Metal Frame.pdf FL13192_R5 II ER RIO-2687-17 Plank Shingle to CMU.pdf FL13192_R511ER RIO-2688-17 Plank WSP Sheathino.pdf FL13192_R5_II_HardiePlank-Installation.pdf L1F 3192_R5_II_NOA 17-0406.06.pdr Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192_R5_&E_ER RIO-2683-17 Plank Wood Metal Fra me. pd� FL13192_R5 AE_ER RIO-.687-17 Plank Shingle to CMU.pdf EL13192_-R5._AE_ER RIO-2688-17 Plank WSP Sheathing.pdf LF 13192_M-AE_NOA 17-0406.06.pdf Created by Independent Third Party: Yes 13192.3 HardieShingle Individual Shingles fiber -cement individual cladding shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192R5II._ER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame.pdf Impact Resistant: N/A FL131 2_R5_ILHardieShinale-Installation.pdf Design Pressure: N/A Verified By: Ronald I. Ogawa 24121 Other: Created by Independent Third Party: No Evaluation Reports https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHIlDSL7Rnc9nl4NP2iZim2vOrA%3d%3d Page 2 of 3 Flashing behind butt joints provides an extra level of protection against the entry of water at the joint. James Hardie recommends 6-in. wide flashing that overlaps the course below by 1 in. Some local building codes may require different size flashing. Joint -flashing material must be durable, waterproof materials that do not react with cement products. Examples of suitable.material include finished coil stock and code compliant water - resistive barriers. Other products may also be suitable. I rE e- r 1�'C. A SEC. Pneumatic nailers and cordless nailers can be used to attach James Hardie products to wood, steel, or masonry substrates. Pneumatic tools require the use of an air compressor with a hose. Finish nailers should be used for HardieTrim® boards only. Additionally, direct -to -steel tools such as those made by ET&F are designed specifically for fastening to steel framing. Refer to the product -specific installation instructions in each section for fastener choices: Power nailers recommended for attaching James Hardie products are siding nailers, roofing nailers and finish nailers. Below is a chart showing the appropriate nailer for each of the James Hardie siding and trim products. Be sure that the nailer chosen fires the fastener recommended for each product for the specific installment situation. PNEUMATIC NAILER USAGE WITH JAMES HARDIE& PRODUCTS Siding Guns HardiePaank® Lap Siding HardiePanel®Vertical Siding HardieShingle® Panels HardieSoffit® Panels Roofing Guns HardiePlank® Lap Siding HardiePanel®Vertical Siding HardieShingle® Panels a TIP tf framing nailers are used to Install dimes Nardre Products, be sure they are htter!'wrfh a flush'mou»t attachment to control »atl'seatrngitlepth f... _ ... ... .�.... ., . _.. _.. ...,t_.3_...... _...-_._ram ..... Finish Guns HardieTrim® 5/4, 4/4 Boards HardieTrim® Batten Boards 4 For small penetrations such as wires, electrical conduit, and pipes less than 1-1/z in. diameter (excluding hose bibs) no blocking is necessary. The circumference of pipe or wire should be sealed with a barrier foam and/or caulked. A1R•��3Ni?IT�C>I�tE�.SERittCE P NEL"�;�►NQ OTHER}1IVALL MC?i>iNTED Q.EItrG�S�:���,�'��" ��4 sa:.. la:.,a`r Wall mounted devices and air conditioners represent large penetrations into the building envelope and structure. Before installing a unit, please consult the architect or structural engineer to determine if additional bracing is necessary. The device should be installed per manufacture's instructions and flashed properly. Any condensate drains should extend out 4 in. from the wall, and angle down. James Hardie® siding and trim products should not be butted directly against mortar or masonry, including stone, brick, or concrete block. In these situations, a flashing should be insta to isolate the trim or siding from the mortar or masonry. Trim NL. ' .gap PROJECT RIO-25 77-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIEO BRAND FIBER-CEMENTRPLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS ,JAMES HARDJE:BIUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE- OF CONTENTS PAGE COVER PAGE I EVALUATION SUBJECT .2 EVALUATION COPE -SCOPE 2 EVALUATION PURPOSE- 2 REFERENCE, REPORTS 2 TEST RESULTS-, 3 TABLE 1, RESULTS;OF TRAN, SVE IRS E.10AD TESTING TABLE-'2A THROUGH TABLE 2C',ALL,0WA'BLE DESIGN LOADS BY* PLANK WIDTH 4 DESIGN WIND LOAD PROCEDURES .5 ABLE 4, ALLOWABLE STRESS DESI& A TAN Dgy_R �,A p ES EXPOSURE B 6 (, TABLE 6; ALLOWABLE STRESS ICI=SIGN CSC PRESSURES EXPOSURE D 6 DIEPLANK SIDING 7-12 LIMITATIONS OFUSE12 AS PRODUCT EVAI UAJOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7.10. THE 2014 FLORIDA BUILDING COOE,.AND THE,201,21-INTERNATIONAL.B.UI.LDING CODE, PREPARED BY: RONALD I.,OGAWA &ASSOCIATES, INC. 16835 ALGONQ ' UIN STREET #443 -HUNTINGTON BEACH, CA 92649 7'14;- 292-2602 714-08-1815 FAx i3GAW,4 FLOW,' 1 I VUJJ M6UWlWVIIV Qi1\GC') Wn"4 HUNTiNGTO BEACH. CA 92S49 71b�2�?-260? 7.14:008-1815 FAX PROJECT 4I0-2w-15 • JAMES HARDIE 1§161.0114G PRODUCTS;'04C: i-888-542.7343 ' intq�amashar�e.c�n EVALUATION SUBJECT 14ardieP/,ank0 Lap Siding James Hardie Product Ttrada Names:covered in,ttds evaluation: HardwPlank@ Lap Siding, CsmPtankO Siding, Preva4l" Lap Skiing EVALUATION SCOPE: A -SCE I-10 2614 Fonda aul tg Code 20 t i htt"t,io iul rkiming Codes • EVALUATION PURPOSE: This analysis is io dotormaro the maximum dosign 3:wwvd gust wind el to be resisted bran assenNy of ilardlaPfnnk (GemPlank, Prevail Lap) siding iasianed to imod ar metal framing with naits or scievis. REFERENCE REPORTS, 1.InWek Repoil 3148104COQ-062, Transirarse load testing on HaraePlank and Hardie Panel Fitter -Cement pant -is 2. N1iedL k:Report 1W7170d8Cbq*3, Trar>avarse 16ed t¢atina on HardiePlank and H6rd.ii thingla GAl,j), - fry Y • CHAT PLO ct`.9si pi ►�- �+ - I l*�'rrirO J 111/r1 r 2 JAMES HARDIiE'BUILDiN6 PRODUCTS, INC, 1.888.5424343; info zm TEST RESULTS' Table OAmiilts ol"I'mosvor*0 Load Testing. !00�0 �%Uumaum ?I nr-cz I ".1a HUNTINGTON BEACH, CA 92649 714-292-1602 114;968-1815FM OROic- C'­T R104577.15 Report Mimber TostAqOnq Inteftek Intertak .10wok Intertek Rv*luia's tin.) 0.3125 AM25. 0,3129 0,'3125 5:25" 9.25. 8; 8;25 Woad !Ty 4*.SFF' #oocl2 ;x4"SPF WI: no Wood 2':x4',SPF .0S8%head*4_ Wood Tx 4' SPF 0SI3 sheakno Frame Sparing M.) 12 .9 6 FMtanar Type *a wamrnawi 1 '5/e:xP"37t* #8 wafeft -ad sovoo.. I - 4d ring shank'sidih' g. )f 6;215- 4d ting.shank tild.M. 1,5- x 0.050* x 0,215- Fastener Longth (inches) 0.625, L625, Fastening,Klethod Brind,railedlooss , Bkw Wed to 088 Mad nailed to 0!59 Bend nadod to 038 UJIlimate 310A. Mil, 152 108 DeS? nLaad 103.5 46.3, 50.7 66.0 Effedi'MiT06A k6'00 03331 .0.667 0192 Fastw4r Uad as testod- r,bjv,joil "drawal design load (Ibanstoner), IV 35A, 3&6* Nei Faqtenar Perfeiration (in.),.P woo socioc Gmvqy_G MA Shahk OlWaler On,), D. WIthd tumv,des! INIM . gn vw(m pmr 2012 or tSR-169 Oth Wefratioti);. w 50.9 :WW2!iW fastow, lailr,&awal fwd Ls wmpamd wdh the k4i (own 34 the 1Tl&6&viiifvfwvd crv*Wbe u"d Standard ban f4rGrade it, Type A ft!"SbesbS 8ber-Cen7ant kif Snell& eqtMaienl specific gravity of 0,'70'ior.r(M,Oank1atisinstagod on OSS is recommended byAPArr-039C. 4. �d !ad 4 1 1 6 lost r esull.'rina filefiffie Mice c6riskmWo e;B3 vWjr be used. 114 at as F&Mcaiestnlhelatifell W.Cv'W'P wtwe. C,, - load duration fador W NOS-2012,Tabid 2.3.2 for wWMaMquake load - IA P = fitlimaif dMbedment depth; in, When nail 0, ZA099 6kh tkit 10:315 Inch Vrf, SMDCA" zhank (W&,,40S.2012 e*i1W?l1.Z3) it used to calculate withdrawal dasiQn value W -. 138,0, 1 GW4, C,, G . wcoaA.Pecif '. ,ic _gr3vAyp&Tii.6fq11.-3,1%A When "I shank, U, is Ie6q Mail 0.699 lath dt,m the case of r`mgshamk nails, the bftdrawal degign yatuals were obtained from ESR-1 536 Table. 2. OGA, 3 6.25 -fl&7. 119,7 46.25: 8 01278 70. 0 1-258 .'O.M -69.1 7,5. 8 -0,347 v-541.7, -191 a S. 0.376- -592A 49J j729 I I .Aft, fl• -043111 -40.7 49.7 9,25 a "OA44 44:3 AW !12 8 -19.1 8 0,597, -33,0- -1R.7 w u, E 7. Cl .ice , 5.25 -310.4, 12 - 0,233 103,5,.- .-344 625 Jz 0A17 --60.6 %-M16 1.25 12 AM- -013 -ul 7's 12 -0,521 -62.3 -32A 12 0.50- 58.9 -32.0 8.25 -77r- WwT 734.4 -3TS, 9;25 -138,6• 1 0 f 46.3 0.51 1 . .6 121 .12 3 JID0.30 Auuvrktuq1[v a I mr-m 1 "40 HUN-fiNGTON,VeACH, CA 92649 714-:i%Z2602, 7141-401MMFAX PROJEC-f:, R16-2577-11 5 JAMES"HAADIE BUILDING PRO'61.11CTS, INC, I-88M42-7343 info@jdme0tarafecam For Table 2A l0,2Clh6designs Ioad$VA1 1344a1104 34dbVpco'p-Aun1q fo,ew_h fustow.rWilhp. kepi WMIMI- Rydoing so. Ifte allMable design Load W various Hwdi6prApk'vAd1hs'sm `'.stud a WA.rtg ivdI be T?bto 2A, Allowable WsIgnLoads Based on Constant Fastener Load O viater bead i4r" *p.37511 ND, fistanerscoimealodAblindstraw) at 12" D.C. to WSP sheathing only For i ,25 Inot f mumet1om = design load X 6but my area - -105:b X A:333 -34,$ pounds. Pqr 9,25 Inch wide HardhoPlank; Desig n. load v ultimate (Wd Ioad1FOS'-- -13k$ Exit 46;3 Osf Effoqlve- 1dbbt*, = ((Pank 466ppsed to -Wealtier X la'ster On s*!p# 144) X 12)1144 = 0M7 sq,l,,. 'The fattener toads ioiamil,other.Oank widths were linew Intei,*w, ifom the wm, twlis'bail+ on ptank width C.Imlatdamwhblp I n lml,m fastw.r load tssfsd;condifon divided by eresjfWaq for iho coAdlion ton cal.-Ulxw Table 213, A116wablv Design Wadi Based I oh Constant FasieborLud,'4d ring-s0aink'siding nail f1.5-xowxb;215"j, fasteners concealed Iblind6AIIIIat VO.C. to WSpshoathing only For 8,25.iwl W, beitgnicadL ' ' UtfiMM, 366 TN f-tooer loadsW all '61her. plankWlh Werelal�ci 6w4 on the 'same '4astsertoad, -cst= aw-6 allowable deOpn load -44-iiew load' tested CaxWlion dividedbyarea fnbutafy foi this co"lica to be rmcwated Table, Allownills Design Loads S#vW on.Cw%tx6tFastbnitL6ad, 4d'ring;sbank siding nail concealed (blind nall),at S'OC, toWSPaWattlIng only For, 8;25 Ifth OMO H4r&'Pkv'k,, Design load c oldmale taidure ioaffOS- 198 p8114 - 40.7 pst Effbciiveir&tary --i ({plonk width exposed area =66 io-O,�her, 'k ks(oner spocingYI44) ((USA,25') 9 6)1144 - 0,29Uq-ft, , 'Fastener Wd -desin'load'X t9butairy - -.'X.6292, '163.t1tz 'The. fastener 11oaas for aD ~ p4h* mft were cW&IWed based on the same fastener iced CWkulal6d aMwaAtc de*n Wad v fmtenk kmd leafed wiWitim divided by area.tribuiary tot ft contlMon to be talculaled Hwdi8P k Width (Inc hss� 'V; Q -0 1H -:v 2"q ul 1,;E 9 .5.25 1 1 . a 0,167 415.8 -Ma 6.2.5 6 -,0.208' ,OZG, -19.3 7.25, b -;72 -M3, .0280 44A -16.3. ir A 0 381 . US 6 0; 2 ;2- -66;0 .10.3- .8 A333 -57,9 !19.3 9,5 .6 0.344. W. I .192 12 d 0-448. 1-43:1, -19.3 A,e t9CaO JAL"VMYJUl!4 J n rCLC 7 WWJ ' r ) UP"NgTOWBEACH, CA 92649 T1�-M-2602 71d-90$=1915 FAJC PROJECT; RIO-2677-15 - JAMES HARDIE BUILDING PRIDbUCTC. INC. 1.888-542.7343 fnfo�jameshardte.com DESIGN WIND LOADPROCEDURES:- rit w•car,Rant Siding transvarsa.toad,i:ayr,(wied16k,capatliy) is ddtetminad via. cornpliame.t"k%g 4nlransoer v' load raiw uil iM9t sinrxiards. Via iire frnnsverse loan testing s» :mr:r+bre design load is defeimined based un a'taaru df:&WeI j of.3 applied to fhe" 4tmate. test bid. Simi the allowable design toad is based On ractor.o!'safrity Of 3. >Sfavat iaasign tOads,nn Ubertemenl siring tarn efale 1fNgctiy to rexauifed '.asfgn pressures for r1i11iWraol S'J 31ss Design. and illeretor4 xfiouM be used Wtti c4n11 i?Utipn ka" > ifntl i+qunenns for Aff4jyrAbl+} .$1n1ss Di±sign {1+6t]i; By t{" trio bombirfawn loadmll 0403tions Ior AlloWabfe Sfrass Design (ASO ihntssted atfovnaiale design loans forfiber-cornant biding are aligned with the wind Speed r&,gWrehrenl5 In ASCE 7+f0Fgure 28:5.1A, r fguta28.5.18 and Ffgtire 2G'.S:iC, t or this arnafysis, to"cab"le iris press4ires InTables 4, S; and 9; tiie toad cal lbiila(wn vi i'bo m ecCordanoo w1fi ASCE 7 10 Section 2A corisWolnq-nominal foods nsi;R,r a7latrahre.srrOss desrpra; Toad cnrrtEfns4iton7, toad colribinntiwj 7 usgs a toad eactnt nt 0.8 applied to the tviitd rraloaty pessura: Equation 1, %, 0.062661(i,"K %d,V (W. ASCS 7-10 equacidn 30.3-i) q,,, velocity pr+isstire at wvj.lA z 'Kj , vetodity prea4tsre a>gsasura.wattki+ nt.evatuatcd at heghtz icrt , toptlgnfiplf a factor riW d'gaf'wnapty fasfiir V'.15asic •vnrid . Eoatioh Z, V=v A {ref, 20121W 320Y4.F'3CSection 1,5M.I-tfef9r Fbns) V. , tnlimat® d'"' tit wind specws (3 ,s06dnd gust'1.1PH) 3st¢rmined from, (2012 lBQ 2014 I Dee Pig 16WA, 'O, or C ASCi .7-10 Figural 2a.5-1A, 0, or C Equatloh 3. pe%`(GCQ (3C,,) Imr ASCE 7-16 aquation'70,6-f1 +2Cp r pioddd of eldent.-1 pressuCo coefficient and gust,-offeci Tartar ;4 ,s txatut t of ?tlfDttlai. prfls$W41Gon tiC, . f: &W quat, flact fiictor p. ; design prrsxwre �P5Fj1br 4id }"(is owaWc i►eslpri toad tar.siding) j 'emtine design pressura,'SlitlsGWte 4e"into Eguafioa 3, 1 ion 4. Moilvabre Sy"s Desrgn, ASCE 7-10 Sedbo 2.44; laud comh(»abim Equation S. 6.6D i 0.6NJ {reI ASCE 7-70 setrjmn Z-1, f, "Wd cdn tr'nafion l) ■ ` fy , del' food W : %Vi d tggd(load due to wM'pmssure) t to detefm*7v thv A11owibN 8tmss DBslgn Prassure, aplH Elie load /achirfor W /tvi ndl lmrn Equaftitnn a ro p ides gh essuie) rle:erm;»erl lrcm egJarron t • Ertuseton 8, pd A 0s`(PJ Equation 7, fn. = 0.0`(O:OpiSii`K,'iC 'i!a`1+r'{GG GCp)} Cquavon 7 is-used.to poprdats Tebie 4;;s, 40d'8„ To delerfn ne the aGbvtatrle uttimaty t+a$tc win}f spe2u Idr FfarrTa Sidling ur Tafib .7;'sorve l qn afka;7 for V _ EgpaUamit. V,4 (d? . .6'0.00256'K Kzn'Ka`(GCo Appikabla 10 me..%ods speafad l F,xcepffOns f through 3,a11201,218C. 2Gf4:F8CJ.�ircifd+t J6tt9:`i, V;10 determine the allowable norWapidvsX J wirry speed {vasatl (arNurdra Sid ng t» rake 7 jWyY»e conVersrbr, rbrntr t2 be161A Equotiony, tI 'stj •,1p;8jc (rot,2o1218CR-2014f :V�. Notn" design wind speed f3 seem d quse !pP0) (rQ/ 2012 /BC R 2a14 t 1'alilo;3, Gpefflclaniv nt d Consianits used fit DelvrinWh9 V and p. K, W Zara 5 Hrglu(to EVIO' f C 1._ ExpD K' 1(1 GCrmo, 0-15 0.7 0,85' 1.03• hX60 1. 0.95 4.4 20 0.7 0.0 IM 1.r 0.86 1.4 25 0.7 0494' 1:12' '1 0.95 -1A ,. 30 01, 0,98 .' - .1,16. 1 0,86 '-1:4 35 0;7.1 1.01 1.10 1'. 0;85 -1.4 40 0,M 1:04 1.22 1' 015 =14 0.18 45 0:785 t.im 1;24$ 1 : 0;88" 4.4 018 53 0,8't '1.09. ll. t 0:95' - '4 4 Oa18 55 0.83 1:11 1:29 1' 0.86- AA 0.18 60 0,65 113 1;31 1 -0,85 -1,4. 0,18 100 0,99 �L8 0.18 HUNTINGTON BEACH, CA 92649 714-292-2602 -PRO JECT.00.257745 JAMES HARDIE WILDING PRODUCTS, INC, 1.868-642-7343 Tabto 4. Allowablo Stress Design and Claxiding (Pkl;j F(pastdds {PSF}t*,kiefzwaistt*d at Various Mad Spqeds�mnd FxposumCatad ory Wind SpM.(l wco4flw'l), 100. 105 110 :116 120 13D­ 140 160 Ian 170 IN IN 2w 210 a B .11 .8'' 8 , !_8 a. fl, a B 8 B a B' -14A -Mg. 1175: -19,1 �-20.13 -24.4� 40:3 -315 _-3Z 0 -41,7 -413,8 -52-1 -57.8 -63.7, .1519 .17's ASS '-20.9­ -w2c4 48A 4", 37�.0' -41,7 .483 .52j Z7 3 M,7 26 -14A -15,9 47,5 AM *20,8 44,4' -283 -32,5 41,7 -40,8 -52.1- -57.8, .-63.7 30 44.4' -15.9. .19T 720T .28,3, _3Z5 -37,0; 41,7 -46.8 421 .-57,8 -617 A -18;2 -19'9 4211 45*- -29,$ -319 : AS 415 -43.8 -54A :6U,2 -BW 47 -•13-017 40 15.7 717 -3 77T 9 -o -726, -7 22.6 .2&5 -"'T -WA -40.1 .45,3 -.50.3 .56.6 •617 45 .-18.2 47.,9 _-19.6 -21.4, '-23.3 "-27.4 031.71 --a 4 A 13- -418 -52,5 -56.5 -64.8 -71:4 '50 -,16.7 413A, -202 -22.1 -24.1 • r26,2 -32,7 -37.6 4U, -48Z 441 '-60.3 -66.8 -73,7' 55 -1711 .18A -216 24,7 -28,0 -33.6, 48.6 -43.8 .49,6 -56, !i -r-'I -a T-N.5 -755 60 -395 -A4,9 -M"r- ­7 _M0 73M -:92-3 --07. T 7ffl - '100 �A, 2 -2&2 -31.0 _707- =36T -413 7502 -57.6 .655 . -914 -IWA -112.9 -9 Tuble Ili Allo'wabio Strasa Design - Component and Vadding (C*C)Pr&ii ' s (PSF) to M 11051SWAt VariaLm MAdSOada - Wind 6POSWO C-Weg" C. jum � . I Wnd'Spaedt3- sqc4md gust) 100, W 105 '1 to, 1,16. 126 t30 140, ISO _Iw 170 180 190 271 210 HelqM (11) cl c c C7 - c 'o c c C 0 1. c c c .17.5' 09.1 -21.2 -23.2 45.2 i29,0 -34.4 d4380 _39�5 -44,9 -W8 -633 670.1 -77;3 20' a N-21.5 -7 7W"9- --`ffs - .267, 6_ -36.4 41`3 -47.$ 60.2 -67,U -7.0 -81,9. 25' 113A �2V4; _216 -25,6 27 .9 -7- 32.8 8, 0 143.6 - 403 -010 �R;q -76 5:, -777F 7W.-5 30 -20,2 -22. -24J5 -26 -39's -45.5 -513 48.4 --65;5 -73.0 -80,9 -89.2 05 -2016 .40 . -25.2 442 -40.3 -,-4A.9 163,3 .60, 40, 40.0. .�,214 -3019 .3613 -42.0 -43.3 115.449 -612.0 -69.5 -77-1,2- -77,4 -85.8 -TTT -94,8 0 -22.0. ;242 -26.8 29.1 :Tj - _6 ;37:1_ 43A 49A 78:2 7779-3 -96,9 50 32.5 ­724 _8 .1291 ­32.4 -Mo -44A -57.8 -65.0 -72,9 -312- _Z2_7 ;Mg -99:2 -5 55 229 -25.2 -277 '361 :Wo -mu- 449 _51:5 -58'9-- -7-42 $-10 70-f .482 =6 m:6 13.9,4" �0.7 -5S �59.T -57:4 -K5 �441 .07 102,0 loo _32j3 77=9 -411 '1_6. 9 -5 . =0 53. 8; ­73.3 -43,4 -94,1 -1 1=0 3=0 3 -143.6 Tabi . * 6. Allowable Stim peglari Gooluolivnt anti C1liddin111C&CIVi4siures t0sm to be Re5isWitvarfaus IMM SPeads -Wind Exposure cateam 0, A SPeed (3 cond gust) lbo" 105, 1 Ifj; 115r 12u, "Im, -146. 150 160 170 780 iw 2m 210 1 (fl) 1 0 0 •0. D. p or 0 0 0-15. .21,2 -23A 457- ­2811 r30 635:0 47�$ .54A -778­7 _35.0 -mr 20' ._2221 :24:6 -27.0, �-29b 32.1 -37T •4,417 -10.1 -.57,0 -64A 7- 721 =0 4, -Wl -98.2 '-779,- �25, I • T 7 7M 75.6 53.5 5, 75".3 E4 -5 .0 5 -719- T -74.r !W4 401-9 30 _219 -2&4 -29,0 131.6 -34,6 -40.4, -53EA ­6113 .602 -77,5 -80:4 -915.7 ;-1061 35 -24,5 ­241 '-32;5 -35Z 41.S, A8.1 52 -62.6 -70.9 -79.5 -88.6 •'40 .47.1 730.5 ZT3, --38;2 -7-425 7-4513, ZT6 7 e4A 72.7 -81,5 909 -100:7 .111,0 45 25".7 3T1 340, 3 TX 43A-60,3 -57A es-7,44. -917 402J 413.3 50 26.2 -31.7: -34A -47J �44,'3 '-51.3 S8,9 711 775.7 44,9, -94,6 -104.0 65 , -26.6 r29,& 7 -32.1 '77W-2" �-w, --4=0 -742 _2 _70 _9 -:97- _=760 --69:1 --W,, I 7WT A17.4 W .78A W.6 rW­`_ -_3 =3 4­6_8 7774:_7 48 _9 "5J:2 4j2.s .. T2-jl- -X3-2- 0.­7011-8 711 -oa =-W.4 =-147� =WO Tibles 4.. 6. and 6 ane bmed on ASCE 7-10 and consistent with the 2012 lbt. 2612 IROW4 ft 2614 FWda Stilding Code, V.. WIMP 1w, 21 fi�0010 ­'UNAL a JAMES HARDIE BUIL11ING PRODUCTS, INC, 1-8m'42-7343 Table 7. Allowable Wind Speed (Mph) for HardlePlavalrd HtiNTINGTON BEACH, CA 92649 714-202-402 7i4!906461'6 FAX PROjECTI. 010-2577-16' 114"Cal Moffiod in ASCE 740 Chaptek 30 CSC Part I and Part .10b tr, Zara FdC 2012 18C; 2014 FBC I IT c *% t ; STATE OF PLORO SIONAli- Coefficlants used'in Tibia t cAlwtatiaris for Vi, Oimo Wind, Speed, (3-:&eco011 dusl mph) Design Wind, Speed. (3-sownd qLisi oriph) $00doed In E2012 ISC, Figoesmosk of C. to methms g in Exc4pum I Smog K, ProdW Product Thircgriess Width w-fies) Fastener TWO Festerter Spacing; Frame Type Fastener tt PSI) 81Md" Height" flee:} 8 D";9" L*34 (RSF) aii 31 Expc Expo yj K, � � lixdtoptank 5110 5.26 fibbed 6CM6 altrid scmwdd is WSP 2X4 w6kid or 20 04, steel lrarnhg, WSP Q 0-15 265 1 243 221 207 lea 171 1 AC35 0.7 0,46 1.0 WAO 1 110.85 -141 0-18 20. 268 236 • 216. 207 183 181 -1015. 017 VIG 1.08 110,85 .1410,18 25 268. 231 2 Q1, 207 179. 164 -1035 07 41R4. 112 .1I oas 0 -1,410.19 �30 '269 228 1 208 207- 175 161 -103,5 7 098 1 M, 4) 1085 -14 0118 36 .262 2=23 205. *203 '173 4% -103.5 0:43 1.01 179 1 0.85 '.1.4 9.18 '40 :257 220 203 104, IN 157 -1035 0.79 1,04 1.22 1 0.85 .i.e 0.18 253 -217 201 196 Ifie 155 .103.5 0:785 t,085 50 249 ZIS Ina 166 1 164 -103;5- 0.81.1 !,00 Q27 t oas 74 is 55' '246 '13 197 ISO'' 165 1 153 .103,5 0.63 i It 129 '1 0,35 -14 40,19 W 243 Zil Joe '158 1831 1$2 tQ3,5 0,95 1,13 131 1 0,85 -IA 0.18 100, 20I 178 167' 156 133 1 130 -10.15 0115 1,26 1 1.43 Ih160 I 0,85l -1-8143.14 Bak 5!16 0.25 No. 9 $ ton, Ir � _9 walothead 61r,4 -m-d (a WSP 2X4 Wood of20 93: steel flumh , V, 7116-!Nck rig 12 0415, 236, 214 *96 183 lea 151 -W, 6 (),1: 086 1.03 tttao 1 0,851 -14 10,1,3 20, 238 20e 100 183, 161 147 -80-6� 0,7 oll 1.08 i 0,85 I-iAl 0-18 25, 2M ',204 1V 181 168 145-80'8 0;7 QS4. 1,12 1- 0:35 .14 03,3 30 236 200 184 1S3 165 142 -Ma 07 0,98' 1,16 0.85 .1.4 ats 35 � :;M to-/ lei 111 152 140 Sa.C, 0,73 1 1,01 1.19 7 53 71 oa 40 .227, 194 179 170 160 139 -006 010 L04 1.22 eras -14 0AB, 46 3 -192 177 173 148 137 -90.6 0,745 1130 1245 1. 0785 -1.4 0.1$ Sao i'75 110 147 I36 1 -Me 0,81 1.09 i.27 1 085 -1 A 0.18 188 174 IGS 145 135 1 -N.6 0.83 1,11 C20 085 -14 0.19 .186 173. 166 144 134,1 -0(16 0�61, I.Ij 1,31. 6,531 --1.4 1 a,ta 157 148 137 122 114 -80 6 0.0 126 1AY h>80 1 0,85 HordieRank 7125 N �S fibbed, WdmeiId screws 8"' 5'�"��d to WSP wii�d or 20 ga, from�-Q 7,16'04 WSP sheathing 12 0- 16' 213 193 175 165" iw. 136 -653 0.7 -0.05 1.03- ti-1W V 0 13S 4A. ,141 20 .213 188. 111 185 145 133 .813 0.7 0A 1.08 1 rs-5 44 0.18 15, 213 184 168 IN 142 130 4" 03 age �1.12 1 04�5 -1.4 0,18 30, 213 lea 165 165: 'A 39 128 -65.2 0.7 am , "'s - 1 085 H101-11811 -- •I.A 0.13 35 208 177 103 161 137 120 -551 0, 1,01, 1-19 1 C85 -1.4 O.It 204 1 175 161 08. 136 125 '61, 0,16 1_04 1,22 0.65 vj A G,t8 48 -201 172 1159 1 156 1w, 124 -15513 0.745 1, W-j' 1, 4 8 8 I ;**a.,"l alas -1.4 71-6 ISO 170 158 '153 132 122 1 -6&3 D.131 I �tfi .1,27 1 C05 -IA -rI 3- 55 105 169 157 151 13'. 1211 -65,3 M83 1 *1' - f2a 1 I 085 AA 0.18 60. 103 167 155 ISO 130 A20 -65.3' 0,85 1,13 1-:31 1 1..4, rma 100 160 • IQ, 133, 124 110 103 -i5.3 0.99 126 1;43, ri260 1 1045, -1110,18 Hamiepianx Wifi 7.5 No. a ii I. fibbed "a�ertleAd tund .to WSIP. :2j<4 ww4 or20g' : iivl 'frairning il- 7116%hic* WSP 12 0-15• - as lea 171 161 140 1-33 B.? 0,85, 1,03 hief I 1015 -1.4 OAS 20 208 183 167 161 142 130 -6213 0,7 alb c 1.08' 1 0,ak -1.4 1-0,18 25 - 208 179 164 161 139 IV,'- -62,3 -07 0: 94 7 1-2 1- OAS 4.4 0.18 30, 203 175 1131 1 let 136 125 -62,3 0.7 0.98 ills 1 0165 -1.4 0, Q . 35 203 173 159 1 158 134 1 123 -67,3 0113 1*01 1.10 1 0.65 AA OAS .:40. 100 170 157 154 132 1 121 -621' 0.70 1:34 7.22 1 0,55 IA 46, 196 168 150 152 130 1 121 -V-3 ViaS, 1,365 1,Z45 1 0.05 -14 0.116 so 103 166 154 150 120. 1 119 623 031 v,00 III' 1 0.85 11 0.16 165 153 148 128 119 -32-3 Wn 1,11 129 1 0: AA 7.16 60 188 163 152 148. - 127 lie -M. 3 OAS 1.13• 1,31 1 0.95l -11,4 0,18 'it" 158 138 130 121 107 101 .62.3 0,99 I'm 1,43 w-w 1 10.951 '1.6 aAe HaWleplank 8116 a x =QW . s Wild --wed lowsp 2X4 woo . d Qr20. ga. at ftel framitV. 711 Ir fnic* WSP 12 D-15' 198 ISO 164 154 139 127 -58,9 0.7 as-,; 103 h51110 I 0,65 f 4 11.18 20 196 175 160 1 154.. 136 124 -!Z40 0,7 1 0.9 1,08 1 0 4BS AA GIS "25 108 171 157 154 133 122 .56.0 0.7 C 94 112 cas -CA 0 13 .30 108 l6a 1154 154 130 119 -56.9 0.7 0,90 1.16 1 385 -1.4 0.16 I 35.. 194 165 152 151 US Ile I W� Mn 1,04 1 1 0.10 a 40- 100- 163 180 148.. 126 416 -56,0 0.74 104 122 1 0 66 �A 4 0.16 45, 187r 161 149 145- 125 115 -569 0.785 1,005 1.245 1 055 •14 0.16 so 184 169 147 143 123 114 -mq O.At 100 .1.27, 1315 55 '182 158 146 141 122 113 -560 O in l I I? C25 7 aa5 4 4 0.18 6t3 i80 158 145 139 121 112 50.8 MISS 113 1131 17 a R; .1,410,14 100 1-149 132 124 115' 102 .96 .58'e, 0.0s 126 1 143 M>.60.1. 1,1,C451 --I a] 0 -4-4 A 0 DAMES HARDIE BUILDING PRODUCTS, INC. 1496-542-7343 HUi4JT*4r,*0N'sFAC11, CA 92649 714-2a2-2602 714-90t-i'615 ,FAX PR& FECT;'AIO.2677-15 " OF STATE ....... used in Tabla 6 osluuladoft for V. 2012 laa 2014 FBC 201248C, 2014 FBC A.q&vable, Ultimate Ptil41Wind, Speed. (a -second gust mpnj AkvMla, No6nal Design Wind, Soec-_ V10 (3-WOM gust mob) ,2 1 W.Fk1section 100111. at dO 'W16 12012 18C, 2014 F Ci �Igqes 1009A.a; or t;,Cottliciaiits i; pvngh 3 16an 09.1,1 wind @ Urn category Sdir4 tS Product Tlichnegs tuns Width (InWas) Pastener TypeIliac Fastener spatiivg irame Tpa FastWW 8papih, 1h,.liall Building Hejqhl�," IWO 13 D 8 C D (PSF) F*pBj.EvC EYpO Kr K4 W. GC Har0pank, 5�16 $,25 No, 8,x I- 5w. Idail x , I , 37 T .0 rit Ld vmleitiead . 1311nd wowed, IOMP 2X4 vo0cd ar 26 SIM framing, 'file ,WGP 12 0.16 .194 IM 160 i$4 136 114 -54.4- 07 0,85 I'a3,1MW -1 ar,05 -1,4 0,18 20: 194 171 156 .160 133 121 ­54A 0,7 as -,Cs 1 085 -1-4 0,15 25 194 168, 153 ISO 130 111 -54.4 0.7 0,t_1 112 1 .0�ss -14 0.18 30 194 1 164 151 ISO. 1 127 W - 554 A' 02 1.18 1 0,135 -IA 019 35 190 162 14l) 147 125 115 44,A 0,113 1,01. 1.1% 1 OAS -14 OIA .40 '186 159 14? 144 123 114 -54.4 0,70 1,04 1,22 1 0,05 -1.11 0118 48 .183 , 157 146 W 122 113 �S4.4 -0,765 1,065 0,65 -1,4 018 60 -180 156 144 140 121 1 t2 1 -54,4 061 5 1 1, 0 0 A 4 0 la, 65 i78 154 143 138, JID 111 1 -54,4 0,8% 1.11. t..n� 1 1 0.051 -1,41 0119 60 IM I53 142M� 118 110 4, A A CBS 1.13 �j I t I aasl .1.4 10.18 100 '146 129 .121 1 113 100 94 54.4 0,W 1,20 1.43 In'60 1 110.85 -1,3 013 .1-lard.ePlank me 925 No, 8 K I- Sir long x 0,3M'HD. screws abld sq-red t*T41,Sp 7M'wood or 20 ga. steal. framing, WiWisIck WS? 12 0-16 170 162 148 139 M 114 -46:3- 03, OAS 1,03 [Ns40 1 110.85 -.4 0,18 20 170 159 11" 130 t22 Ill -46,3 0,7 n.0 1.68 1 1025 -1:4 011a 250 179 154 142 130 120 Ito A. -48i 0:7 0,04 1,12 t I 0.95 -1,41 Q'is 30 175 161 130 139 117 108 .4911%, O'l MI)a 1:16 1 0.85 tA 0.18 35, 175 140j 137 136 115 106 4H i 0173 IV 'I 0,85 .1.4 Ole 40 IT2 147 136 133 114 M' -46Z 0 7i 1,04 1.12 1 0.05 d 0,13 45 169 145 1 134 13t 112 104 41,53 01913 1.m 1248 015 •S,4 018 X, 166 143 IST 1 129 'Ill 'la3 .46.3 tat 1,09 1.27 1 055 -17 7 is 55 164 142 132 127 110 102 4W& 043 Ll 1 1.20. *1 0135 .1,4 0114. 6& 141 131, 126 100 iOl •46,3 0.25 1,11 .111 1 OaS .1.4 V, is 100 1 134 its)' 112 104 92 87 _Wx 0,94, 1,2,_ 1.4d2 jtj-6,_ i 0,t15 0: 1'*. .10 10 Hjrdiup.)aMk W6 :9:5 lprig x 0,37,5- NO ribbed 40,4,id screws 811PA sc!e"d 'to %'Sp 1�0 vwWd at.26 ga, steel ""nil"91 Me"fnick Vap s6eatliing 0_15 1. 176 ­159 1-15 136 123. 112 44.5 0.7 0.86 1.03 b50D I 10.951 -'J.41 0.16 '20 '176 155 14l 136 120 log 44:5 0:7 01 1.08 1 0,85 .11A, 111g 25 lie 152 '39 - 130 117 Joe 445 0.7 O;vjA 1�12. 0.85 -14 Ole I 34). . - ITO I Me 130. 136 1.15 106 44.5 0.1.1 0.98 - Tie - - 6*55 - 1 -, is v- :172, 146 .135 113 1 .13 104 44.5 klTl 1 1.01 1,14, 1 0.85 .14 -Ole 40 169 144 133 131 112 t03 'A4.5 0, YO 1. CA 1122 1 0,85 .1.4 0.18 4$ 166- 142 132 128- 110 102, -446 0,746 1,065 1i345 1- 105 AA 018 W 1163, 141 130 126 log '101 ­44.S 0.41 I.Ct I 127 S.E -14 all, 55 '161 139.. 129 125_ 108 100 -t4,5 0.83 111 1:29 -L 1 '0651 -1,41 Gla 60 159 138 128 .123 107 99 -4415 ox5 1.11 .1.31 1 0.05 .3A 0,13 100 132. 'Ili Jig -102 91 85, _445 0.09 1.29 1.43 I MW 1 065 .1'8 0.18 • ,No, Six I� VY*foft screws 66, sae"d to WSP, 2X4 wow io Sfcel . ��ftVt%h Wap 12. OWIS 148 IM 122 115 104 9A .31.6 01 0.05 t:03 MM. 1 0-95 .1.4 '0.18 10, .148 131 fig 115 Iol 02 _3116 33 019 1 . 1 0.85 44 0.18 25 .148 .128 117 115 90 Lt _t31.d 0.1 Ot.94. 1,12 a o'es -114 0.16 148 125 115 115, 97 _: go .311A 0.7 0,08 - 118 1 (185 0" .1.4 0.18 1 ZAS, 145 423 113 '112 05 89 -3-mi .0113, . 1.01 1.19 1 0,85 -1:4 a .11, 40' 142 1 12* 112 1 1110 94 87, -3i.8 0.76 1,04 1.22 1 ass - -1,4 oje -,45 140 120 Ill 103 03 86 w3l,.6 O.-I&S I I'Oss 1145 0,25 W0.3151 1,�A F36- So 138' - lig 110 107 92. as 41 of 061 1.09 1,27 i 0.1�5 D"�S -1.4 OA6 ss 139 711 a- og. Jos ill 84 =31,0 0.83 1.11. 1�2 -1,4 7,16 Go 134 lid IGO 104 '90 84 -310 aM 11.13 J-1.111 I AA all! ei) 02 66 76 72 G.i7 0,99 I.W 1,43 141-N I ", i 0,65 1 -1 -a 0,78 Harl5ePl.hk 5116 5.25.,; P.09(r shank 7C ")S"40 ring rhank nal, 6d Shad 0 VYSP 2X4 or 2.0 0& ste;a vamm viellia %*JSP S406thiiiq Lj 0-15 248 225 VA 192 174 1 0,7 0;85' 1,03 InsW 7 0.85 -1.4 10.161 219 log tv 169 155 F-01- OA 08 A 0.8.1 :14 13.1a 25 .248 .214 IGa 197,' 106 162 .89.7 0-7 0.04 - 1,12 1 0.85 _IA 0.18 3-0 24S. -209 192 192 M 149 -eu 7 .0.7 0,96 tAg' 7 753 -1A 0.10 �35 243 208 log leg 160 147 �-58,7 0,73 JAI 1,14 1 Fas -T5 0:13 40 238 - 203 leg 184 157 145 i6a 7 9,76 L04 =22 1 0,85 -1A 0,18 45 201 IN I jai 156 144 1 481 10M 1,00 _F2Z5_ 7 -0,85 -14 018 W M 230 199 0 104 1 178 154 143 1 -60,7 1 0,81 1,09 127 1 0'8s -IA Diu 65 2234- ne 1228 E17 107 178, 11 i 1211 60 22je JrA 181 4 L44 1 12 1116 1 H 1.51 100 186 Ide 165 1 W i RE t 128 120 ;01? 1,25 1.4:J jh-A-1 1 I 0.65 1 .1.13 0.18 BEP Blue Barrier Installation and Application Guide BEP Blue Barrier is a system of seamless fluid applied products designed to protect the building envelope. Approved assemblies and applications listed below incorporate the BEP Blue Barrier product line. These products when used as a system are designed to provide seamless assemblies around windows and doors, at penetrations through the structure and provide a proven air and moisture barrier. This breathable and seamless system protects the building envelope from air and moisture infiltration, increases energy efficiency, guards against moisture damage and defends the structure from mold growth. BEP Blue Barrier Products: �,� Blue Barrier Liquid Flashing 2100 Blue Barrier Joint Filler 2200 ue arrier iqui rap 2300 Blue Barrier Flash'N Wrap RG 2400 1.Window and Door Assembly Wood / DensGlass: BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap RG and BEP Blue Barrier nt Filler are used in the window and door assembly. When preparing the opening for product installati , applicator must ensure the rough opening substrate is prepared and cleaned free of all debris and co minants. The framing material should also be cleaned and all sheathing and framing should be inst d properly to support the window frame per the manufacturer and engineering structural specificatio .Any voids should be prepared with BEP Blue Barrier Joint Filler. All voids in excess of 3/4 of a ' c should have a closed cell backer rod installed prior to the caulking of the joint. Set the backer r , o industry depth based on the joint size. Apply the BEP Blue Barrier Liquid Flashing or BEP Flash' rap RG from the inside corner of the buck to return 6" to the face of the wood and/or DensGlass wal 12 mils. BEP Blue Barrier Liquid Flashing can be applied with a trowel or BEP Flash'N Wrap RG c e applied with a roller or chip brush. The coating will be dry to the touch within 15-30 minutes and theme, ening is now ready for installation. Install the window and door wit mead of BEP Blue Barrier Joint Filler behind the flange. (If the installation is not on the same ,the installer must wipe down the original coating with an approved solvent, as listed on the BEP Tech ' Data Sheet, to remove dirt and debris between coats.) Once the window or door unit is installed and r the required inspection, the installer must clean and scuff the nail/installation fin and the portion of a vaxed or painted frame on the window or door unit to be coated. Apply a coat of BEP Blue Barrier Li d Flashing at 12 mils from the corner of wood frame to cover the scuffed fin and the frame of the unit mg sure to cover any gap between the fin and the frame. *Note not for use on Borate treated lumber. s iaeram #1. Diagram # 1 . I BEP Blue Barrier is a www.BEPproducts.com Revision: October 1, 2013 DOMINUS Trademark of �>� n Pagel o f 5 t , BEP Blue Barrier I n r MasonEy I Ensure the concrete is prepared and cleaned free of all debris, contaminants and residual oils from form boards. All voids should be filled with BEP Blue Barrier Joint Filler. All voids in excess of 3/4 of an inch should have the appropriate sized closed cell backer rod set to the appropriate depth. The bucking material and/or opening must be prepared and installed as required by the window and door manufacturer and/or the engineering specifications. Apply BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap RG from the inside corner of the bucking to the outside corner of the block wall at 12 mils. On the concrete assembly, it is not necessary to carry flashing to the face of the block. BEP Blue Barrier Liquid Flashing can be applied with a trowel, roller and/or chip brush. The coating will be tack free within 30 minutes of application and the opening is now ready for installation. Install the window and/or door with a bead of BEP Blue Barrier Joint Filler behind the flange. (If the installation is not on the same day, the installer must wipe down the original coating with an approved solvent to remove dirt and debris between coats.) Once the window or door unit is installed and after the required inspection, the installer must clean and scuff the nail/installation fin and the portion of any waxed or painted frame on the window or door unit to be coated. Apply a coat of BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap RG at 12 mils from the corner of the block or poured concrete to cover the scuffed fin and the frame of the unit making sure to cover any gap between the fin and the frame creating a seamless barrier. See Diagram #2. Diagram # 2 BEP Blue Barrier is a www.BEPproducts.com I Trademark of OOMINUs Revision: October 1, 2013 Page 2 of 5 PolyWall SOLUTIONS- rBtUILDING M A.m•r..nm wuh win cT�u ummm Product Data Sheet Description Poly Wall Blue Barrier -Joint Filler 2200 is a structural adhesive and detail sealant used to fill voids and seams and to bond dissimilar materials. Joint Filler can be applied to surfaces and substrates that have been prepared per the Poly Wall Blue Barrier Application Guides. Blue BarrierTm Joint Filler 2200 is part of the Poly Wall air and moisture barrier system. Features/Benefits • :Large joint and seam filler/Bridges gaps up to 3/4" on ,'multiple substrates • Superior shore hardness/Prevents filler wear and tear • ! Exceptional adhesion/Bonds to multiple substrates • ' Non-sag/Creates a better and cleaner application bead • Environmentally friendly/Solvent free, isocyanate free and low VOC • Advanced proprietary technology/Provides superior adhesion • Wet surface. application/Bonds and cures in wet conditions • Class A surface burning rated /Provides added fire • protection against flame spread and smoke development Approved Applications Window and Door Installations Mechanical Penetrations Flashing Details Voids in Multiple Substrates Application Methods Use sausage gun with applicable tip to achieve desired bead of material. When bonding to surfaces, ensure the surface is clean from dust and debris. When applying joint Filler to other Poly Wall Blue Barrier Products, the initial product must be cleaned with approved solvent and brought back to tacky. Surface temperatures must be between 33°F-100°F. Approved Solvents Mineral Spirits Denatured Alcohol VM&P I Methyl Acetate (VOC Exempt) .1 I www.poly-wall.com Packaging Options Size Part Number: 20 oz. Sausage Tube BB 2200 Joint Filler - 20 OZ 2 Gallon Pail BB 2200 Joint Filler - 2 GAL Typical Properties Cured Properties at 21 days: Hardness, Shore A 60-70 Tensile Strength 250-350 psi Elongation 215-250% Tear Strength 40-50 psi Peel Strength 59 PLI UV Exposure 9 Months Uncured Properties: Tack Free Time <45 minutes Cure Rate 1/8" —16 hrs. Note: Cure rates will vary based upon the relative humidity of the application environment. VOC Content <30g/ liter Dilution and Mixing Apply as packaged. Do not dilute or alter. Product Color Blue Blue Barrier joint Filler j�€� 1 is a trademark of Poly,duard` L. 1 k ,� (! ,Blue BEP Barrier 2.Penetrations of the Building Envelope Use BEP Blue Barrier Joint Filler with BEP Blue Barrier Liquid Flashing or BEP Flash 'N Wrap RG to seal around all penetrations in the building envelope. All gaps and voids around the penetration in excess of 3/4 of and inch must be filled with closed cell backer rod and/or closed cell expanding foam. Ensure the backer rod and/or foam is set at the appropriate depth to width ratio. Scuff the penetration and caulk around it with BEP Blue Barrier Joint Filler, being sure to carry it onto the penetration itself. Wait 15 minutes, and then apply BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash `N Wrap to the penetration. Using BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap RG, coat at least 4" around and onto the penetration. See Diagram # 3. rI t BEP Blue Barrier is a Trademark of D°M'"vS Diagram # 3 www.BEPproducts.com Revision: October 1, 2013 Page 3 of 5 Florida, Building Bode Online 2/16/18, 9:01 AM a�" q z' '::✓ •,•1` �,,, •'� ,a:,.:.;fY*e, w, .¢".. a,� �,.,�.ym�+en`: ;�'�' :.4rr6d•sa" osaARiAtRAR Fi rich �RAW& "� r Ohl. Product Approval 40 +a USER: Public User FXjvJ,,{a4 tU,zC3 +E""'.if5i cQ AhUt Product ADDroval Menu > Product or ADplication Search > Application List > Application Detail •' + _ . FL # FL4092-118 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer 4Custom Winnddow S stems Inc. Address/Phone/Email 4th venue Ocala, FL 34474 (352)368-6922 Ext245 kpine@cws.cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative Jay Lathrop Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352) 368-6922 Ext291 jlathrop@cws.cc Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext221 amonteverde@cws.cc Category =Horizontal Subcategory r 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 Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Lucas A. Turner PE-58201 Keystone Certifications, Inc. 07/21/2020 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL4092_._9$__C0I._. Eva IReport223 E. pdf Standard Year https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquz931%2b4g5fa0OzM2M4GTnBAwwDnjlGdio%3d Page 1 of 3 Florida, Building Crode Online AAMA/WDMA/CSA 101/I.S.2/A440-05 AAMA/WDMA/CSA 101/I.S.2/A440-08 / PA TAS 202 1 , Equivalence of Product Standards • i Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/27/2017 Date Validated 09/29/2017 Date Pending FBC Approval 10/03/2017 Date Approved 12/12/2017 Summar of Products "`• 2/16/18, 9:01 AM 2005 2008 1994 L # Model, Number or Name [4092.1HS-8200 "py" nwg, OOVinylFlange and Fin orz«ontal—Sliliddiinngg Window �tfta ton n Approved for use m VHZ: e—'- FL409 _H_._II-,_40E,g_df Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: HS-8200, 54 x 62, 2 lite, DP 45 PSF; HS-8200, 125 FL4092_R3_AE_EvalReport340E.pdf 5/8 x 62, 3 lite, DP 30 PSF. Glass complies with ASTM E1300- Created by Independent Third Party: Yes 04. �_ --- 4092.2 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window —8200 _-- Limits of Use - Installation Instructions Approved for use in HVHZ: No FL4092__88_II-,..CW5=223E.pdf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +40/-40 Evaluation Reports Other: HS-8200 PVC Horizontal Slider, XO or OX, 72" x 72", FL4092 R8 AE EvalReport223E.pdf DP 40 PSF. Glass conforms to ASTM E1300-04. Created by Independent Third Party: Yes _ 4092.3 HS-8200 �^ HS-8200 PVC Horizontal Slider, OX or XO. A Limits of Use Installation Instructions Approved for use in HVHZ: Yes LF4092_R8_II_CWS-486C.adf Approved for use outside HVHZ: Yes Verified By: Lucas A. Turner 58201 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: HS-8200 PVC Horizontal Slider, XO or OX, 74" x 54". FL4092_R8_6E._EvaIReDort486C.odf See Installation drawings for Design Pressure. Glass complies Created by Independent Third Party: Yes with ASTM E1300-04. 0x4t Mrxt • - - -- - - - - Contact Us-:: -2601Blair Stone -Road, Tallahassee FL 32399 Phone: 850=4874824 - - - - The State of Florida is an AA/EEO employer. _ Qf2yright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal f address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S„ please click here . ,i Product Approval Accepts: https://floridabuilding.org/pr/pr app-dtl.aspx?param=wGEVXQwtDquz931%2b4g5fa0OzM2M4GTnBAwwDnjlGdio%3d Page 2 of 3 HORIZONTAL SLIDER - NON -IMPACT (SHOWN W/DIFFERENT OPTIONS) 126 71F MAX. OVERALL FLANGE WIDTH -125 5/8" MAX. UNIT WIDTH 5E r- 32 38" GLASS DLO I! GLASS DLO 63 114" MAX. OVERALL HFEGE GHT MAX." GLASS NITX 57 13116" HEIGHT " ' DUD O X 56 9/16" MAX. SASH HEIGHT F I �j E 3511/lMAX.6 F +J D a SASH WIDTT 55 MAX OVEE RALL FLANGE W IDTH �-54" MAX. UNIT WIDTH{ 23 3116" I _ I 23 3/16" GLASS DLO GLASS DLO !1 --- = _1 631,4 1 I MAX.@_9;1@= I I OVERALL MAX. FLANGE SASH I HEIGHT HEIGHT i B v O B 62" . /� UNIT GLASS HEIGHT DLO 1'rA TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS.. .. 1 GLAZING DETAILS .............................2 COMPARATIVE ANALYSIS.................3 SECTION VIEWS & ALT. FRAME 4-5 EXTRUSIONS & B.O.M..................... 6 ANCHOR SCHEDULE & NOTES .......... 7 INSTALLATION DETAILS.....................8 26 1,12' MAX. SASH WIDTH E GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION. 2. GLAZING OPTIONS: (SEE SHEET 2) 3. CONFIGURATION "OX", "XO". XOX". 4. DESIGN PRESSURE RATING (SEE SHEET 3): -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND GLASS TABLES ASTM E-1300-04e0l/09. -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300.04e01/09. 5. ANCHORAGE: THE 33 1/3% STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEET 8 FOR ANCHOR DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 6. NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION. 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT USED AT FIXED MEETING RAIL AND JAMB 8. SERIES / MODEL DESIGNATION HS-8200. 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: X = OPERABLE SASH, 0 = FIXED SASH 10. SECTION CALLOUTS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. 11. EXTERNAL WEEP SLOT =1/4" x 1" LOCATED 6" FROM BOTH ENDS. CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING XO 54" x 62" SEE COMPARATIVE ANALYSIS CHART, SHEET NONE XOX 1/4 1/2 1/4 125-5/8" x 62" NONE Lucas Turner 2017-08-30 17:13+20:00 WINDOW SYSTEMS ILYZi 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT a i.- z 3 az3 ❑w0 wwow Z wJO 0 w RwO i>-O¢3m I--wZF-3mS Z O 0HO Itod< O0Q ¢ _ U U y I-z Cl- F0 p- z� ��U� Z OZ U i--._mo -z ¢¢ ,II�� :- 5 z �a�F U=Oui O o¢� o w O •¢ w zLna O_jrmI- a0=w} o. IZ wF=-O = = w7y w(n , F- a M , >{0 5$201 STATE OF . z2 8/28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL34288 PH. 941-380-1574 EET DESCRIPTION. GENERAL NOTES AND ELEVATIONS AWN BY: DATE: AAJ 07/01/08 !G k' REV.: CWS-340 E A- SHEET 1:33.33 1 OF 8 WINDOW SYSTEMS IlY/I/I 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cws.cc 8200 PVC HORZ. SLIDER NON -IMPACT a z s ¢z� z w QWow o zroz>oor3m_ IL I-W zF-fig= Z Zxm¢[cwoo 7/8" OVERALL 7/8" OVERALL 7/8" OVERALL 7/8" OVERALL U U U) � Z a I- U) 0- 0 Z-�-ZI-�l7] 1 /8" ANNEALED - --- -3116' ANNEALED 1/8" TEMPERED 3/16" TEMPERED < O 2 U Z =O U O Z 5/8" AIRSPACE ll2" AIRSPACE 510" AIRSPACE i 1/2' AIRSPACE Q � � O � U � Z 1/B" ANNEALED 3116" ANNEALED 118" TEMPERED ! I 3/16" TEMPERED ril O 0 ~¢ cq 0 W O W z�a ¢O�c~n 6 SIKAFLEX 552 OR PURFECT GLAZE'H" 36SIKAFLEX 552 OR SIKAFLEX 552 OR 6 SIKAFLEX 552 OR W F O a. _ PURFECT GLAZE"H., PURFECT GLAZE"H" PURFECT GLAZE"H" d m d ¢ W v �{ ``�SCL ttifftflfff ZJ 112 GLASS BITE _ 1!2" GLASS BITE 1/T' GLASS BITE _ 1!2" GLASS BITE •��o�G A'I ;�F::� TG!�� IInI' 38 9 39 9 0 GLASS TYPE A GLASS TYPE B GLASS TYPE C GLASS TYPE D 8/28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EET DESCRIPTION: GLAZING DETAILS 'AWN BY: DATE. AAJ 07/01/08 IG X' REV.' CWS-340 E ALE SHEET 1:1 2OF8 a 55 165 175 187 1 /2 1102 112 1108 3/4 1110 1 /4 1120 1125 5/8 UNIT I SASH WIDTH (Its HEIGHT(IN) 115 5/8 118 7/16 21 5/16 124 7/8 129 1/8 130 7/8 131 5/16 134 1/16 135 11/16 17 7/8 1 +45 / -45 1 +45 / -45 1 +45 / -45 1 +45 / -45 1 +45/-45 1 +45/-45 1 +45 / -45 +42.5 / -42.5 +40 / -40 Za vZ +45 / -45 +45 / -45 1 +45/-45 +45/-45 +45 / -45 +40.1 / -40.1 +39.1 / -39.1 +33.5 / -33.5 +30.9 / -30. 31 1 /2 +45/-45 _/-45 +45/-45 +45/-45 +45/-45 +45/-45 +40 / -40 +39 / -39 +33.1 / -33.1 +30.4 / -30. 35 1 /2 +45 +45/-45 +45/45 +45/-45 +45 / -45 +40 / -40 +39 / -39 +32.9 / -32.9 +30 / -30 39 1 /2 +45/-45 -+45/-45 +45/-45 +45/-45 +45/-45 +40 / -40 +39 / -39 +32.9 / -32.9 +30 / -30 41 1 /2 +45/-45 +45/-45 +45/-45 +45 / -45 +45 / -45 +40 / -40 +39 / -39 +32.9 / -32.9 +30 / -30 43 1 /2 +45/-45 +45/-45 +45 / -45 +45/-45 +45/-45 +40 / -40 +39 / -39 +32.9 / -32.9 +30 / -30 47 1 /2 +45/-45 +45/-45 +45/-45 +45 / -45 +45/-45 +40 / -40 +39 / -39 +32.9 / -32.9 +30 / -30 51 1 /2 +45/-45 +45/-45 +45 / -45 +45/-45 +43.8 / -43.8 +40 / -40 1 +39 / -39 +32.9 / -32.9 +30 / -30 53 112 +45/-45 +45/-45 +45 / -45 +44.7 / -44.7 +41.3 / -41.3 +40 / -40 1 +39 / -39 +32.9 / -32.9 +30 / -30 55 1 /2 +45 / -45 +45/-45 +45/-45 +42.4 / -42.4 +39 / -39 +38 / -38 +37.7 / -37.7 +32.9 / -32.9 +30 / -30 62 +45/-45 +44.9 / -44.9 +40.41-40.4 +'16.4 / -36.4 +23.1 / -33.1 +.12.1 / -32 1 +.11 R / -31 RI +4n A / _an XO OR OX DESIGN PRESSURES (GLASS TYPE A, B, C. OR D) UNIT WIDTH (N) UNFF HEIGHT (N) 29.5 31.5 35.5 39.5 41.5 43.5. 51.5 54 17.875 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -61.9 +45 / -54.6 +45 / -50.8 29.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -58.2 +45 / -49.5 +45/45 31.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -58.2 +45 / -49.5 +45 / -45 35.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -58.2 +45 / -49.5 +45/-45 39.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -58.2 1 +45 / -49.5 +45/-45 41.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -58.2 +45 / -49.5 -+45/-45 43.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -58.2 +45 / -49.5 +45/-45 49 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -58.2 +45 / -49.5 +45/-45 51.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -66.7 +45 / -58.2 +45 / -49.5 +45/-45 53.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -65.9 +45 / -63.6 +45 / -58.2 +45 / -49.5 +45/-45 55.5 +45 / -67.5 +45 / -67.5 +45 / -67.5 +45 / -65.4 +45 / -62.9 +45 / -60.7 +45 / -56.9 +45 / -49.5 +45/-45 59.5 +45 / -67.5 +45 / -67.5 +45 / -65.6 +45 / -60.1 +45 / -57.8 +45 / -55.7 +45 / -52.1 +45 / -49.1 +45/-45 62 +45 / -67.5 +45 / -67.5 +45 / -62.5 +45 / -57.2 +45 / -55 +45 / -53 +45 / -49.5 +45 / -46.6 +45/-45 NOTES: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE 2. ALL XOX UNITS MUST USE EITHER GLASS TYPE B OR TYPE D ONLY. V- C74YA7/CYl!//Lf/iY WINDOW SYSTEP7S p�J 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.cwS.Cc 8200 PVC HORZ. SLIDER NON -IMPACT a z 3 ¢z� I- ❑wo owpw z W J O W z O z ¢- z o ¢m�>oQ3m z zxo¢mW00 O OI-O ¢x�Q U Um�Z°-r�na z OUm U�??Ut� ¢ mQOFF�o- ¢m m z W 0 N U) O W O W a p wr=-O W3:wo ¢ _ ¢ w�wcn a a:a 8/28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEET DESCRIPTION-. OMPARATIVE ANALYSIS LAWN BY: DATE: AAJ 07/01/08 YG tl' REV' CWS-340 E ;ALE. SHEET 1:1 30F8 INTERIOR SECTION VIEW A -A ITEMS NOT SHOWN FOR CLARITY: 20, 25. 27, 34, 39, 40, 41, 48, 51. 52 INTERIOR SECTION VIEW B-B SECTION VIEW C-C ALTERNATE FIN FRAME WINDOW SYSTEMS 1i�4 1900 SW 44TH AVE. OCALA, FLORIDA34474 www.cws.Cc 8200 PVC HORZ. SLIDER NON -IMPACT - ? ¢z3 ow0 wwo- Z WJO ZO§§>O=gym o Fi F-wz�-32= Z O Z=2<mw00 0r0 ¢=I_¢ U Z UU_HZ LF-0M OU` UniZ�Um F.Z, Mo LLZ r¢ a:-�:OwF.mO- Z w 0 m > O w O W W U1w OJrnF- W a��} O wr0 a aMaN zz 8/28/2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 IEET DESCRIPTFON: SECTION VIEWS OX FAWN WY: 'DATE: AAJ 07/01/08 VG #' REV.' CWS-340 E TALE SHEET 1:2 4 OF 8 INTERIOR SECTION VIEW D-D ITEMS NOT SHOWN FOR CLARITY: 20, 25. 27, 34, 39, 40. 41, 48, 51. 52 INTERIOR SECTION VIEW E-E Lt*. SECTION VIEW F-F ALTERNATE FIN FRAME 1900 SW 44TH AVE. OCALA, FLORIDA 34474 WWW.CWS.CC - 8200 PVC HORZ. SLIDER NON -IMPACT a I- z �: <Z ❑w0 U)W LL z�0003Kw m�rm3 I-w'ZI-3:2=_ Z O z=m<¢w00 OI-O <=FIL U ❑ UU)I-z a-F.NLL Z-�-_Z E-�0 Z Y OZO-Z❑U- a3pwoMoz rii 0❑¢aiowmw Zmw 0"wI- ~0 If m ¢3a� ,ZS7-1 8/28/2017 LUCAS A. TURNER, P.E. FL PE k 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 EET DESCRIPTION: SECTION VIEWS XOX .AWN BY: DATE: AAJ 07/01 /08 IG,Y' REV: CWS-340 E WE SHEET 1:2 50F8 x x 42 1 2 3 211116" 4 1/16' AO PVC FRAME FLANGE H-6031 3E Irr---2 3/16' I IF;L t 5I/6"J1l16' PVC SASH MTG. RAIL H-6027 1 3li6" 11 1/1s^ PVC SASH TOP/BTM RAIL H-6004 115116-1 778 9 1 5/8" I -1/16" PVC SASH SIDE RAIL H-6028 1 112" I�--�{� 5 2 1I78° W 1/16" S� FIXED MTG RAIL H-1836 CORNER CONSTRUCTION CORNER W ELD (ALL SIDES) 1:8 FIXED MEETING RAIL SCREWED TOGETHER WITH OUTERFRAME 1:8 :H TEK, Wht. raslenal WWI PVC FRAME FIN 5504 Schnee Silicone H-6026 e M&M Nylon or Sikaflex 552 Henkel / Sika Silicone 1/8" x 518" x 2" Lg. Frank Lowe Rubber 11/4^ 11la" j'1 3/4^ 5/e'- t. Label, NFRC, Non -impact ASTME 7/16" 1/2" 5ns 3n6°1_ FRC/DP) 12 n �i " T 7 10 i" e ROLLER TRACK HORZ SCRN ADAPTOR VERT SCRN ADAPTOR REINF. SBR/SSR REINF. SASH MTG. RAIL Fixed Tremco S-1776 S-6013 S-6014 S-1498 S-1497 x 16 Fiberglass PVC Rubber sns" 15 1 5116' 1/1s"--�� PVC FIXED RAIL COVER S-6063 1314 7!8" PVC GLAZEBEAD S-6064 3/t6"- r-----3"_� L T_0 ` 5 SCREW SUPPORT P-3113 55Dia., Blk. Dapa Hurley S Fla.S pring Fin., PVC Mikron )VC Team Plastic LINE ITEMS NOT USED: NOTE: ALL EXTRUSIONS ARE ALUMINUM 6063-T6 UNLESS OTHERWISE NOTED. 16, 19-20, 28, 32-33, 37, 53 WINDOW SYSTEMS l 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT a z 3: ¢z0 ¢F"zw Z 0 wJ0 } O Q R; on Z zM, Lu 0 1-06<= U Uw_�ZaF-rna 200>-??Otn Z Y ZOOZ Q W O O 0 Z 0 Q CC¢ONV�Z� W a Qomwowww z=nw ¢Ogv~i C = ~M � w3W} n I F a- ¢ d z� 8/28/2017 LUCAS A. TURNER, P.E. FL PE H 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941-380-1574 BOM AND EXTRUSIONS AAJ 07/01 /08 TG # REV.: CWS-340 E AL SHEET 1:2 6OF8 1,1! MAX. O.C. (T` @ SASH 6' MAX. (TYP.)- 6' MAX (TYP.)- 16" MAX. O.C. (TYP.) 9" MAX O.C. (TYP.) ANCHOR Q MIDSPAN— (TYP.) 4" MAX (TYP.)---�{I 4• MAX. (TYP.) 3 (TYP.) 11 3/16• MAX. D.C. (TYP.) @ FIXED NOTE 2 INSTALLATION ANCHOR (TYP.) ANCHOR LAYOUT -(FLANGE) MAX O.C. (TYP.) SEE NOTE 2 ANCHOR (TYP.) (TYP) MAX. O.C., 11 X II O II X ANCHOR LAYOUT - (FIN) 15' MAX. O.C. (TYP.) 6' MAX. (TYP.) 6' MAX. (TYP.) 3" (TYP.) 10" MAX O.C.J (TYP_) L X ANCHOR LAYOUT - (FLANGE) 4- MAX. (TYP.) I)--I}-8' IMAX. O.C. (TY .) 4' MAX (TYP.) INSTALLATION 8" MAX O.C. J ANCHOR (TYP) (TYP) O X ANCHOR LAYOUT - (FIN) WINDOW SYSTEMS LLB 1900 SW 44TH AVE. OCALA, FLORIDA 34474 www.CwS.CC - 8200 PVC HORZ. SLIDER NON -IMPACT a P z 3 ¢zo ❑w0 wwoo z w w J O zOz Q1=zV_ LL I-w z�32x z O z=m<mw00 OI-O ¢= m U ❑ UcnFz mCL z--ZIn- ❑U OzUuizo 0 h-,22OOLLz mQO�EltO- W 0❑wwowww a0 z` m J(n� Ill h.0 (L=M a ¢dam a NOTES: nw 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. 2. SHIM AS REO AT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE IX'. USE SHIMS WHERE SPACE GREATER THAN 1/16" IS PRESENT. LOAD BEARING SHIMS SHALL BE y rZ CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 3. ANCHOR TYPE. SIZE, SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEET 8. 8/28/2017 4. ALL INSTALLATION ANCHORS MUST BE MADE OF OR PROTECTED WITH A CORROSION RESISTANT MATERIAL OR COATING DISSIMILAR METALS OR MATERIALS IN CONTACT WITH PRESSURE TREATED WOOD MUST LUCAS A. TURNER, P.E. FL PE # 58201 BE PROTECTED TO PREVENT REACTION. 1239 JABARA AVE. 5. INSTALLATION ANCHORS SHALL BE IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM NORTH PORT, FL34288 SPECIFIED IN TABLE 1, SHEET 8. PH. 941-380-1574 SHEET DESDRIPT ION: 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONCRETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS, IF USED, INTO SUBSTRATE - 1 X BUCKS ARE OPTIONAL. ANCHOR SCHEDULE AND NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. DRAWN BY: DATE: 8. WOOD OR MASONRY OPENINGS. BUCKS AND BUCK FASTENERS SHALL BE PROPERLY DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD AND INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. AAJ 07/01/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLET. SHEET 8. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. D1tic: REV. 9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: CWS-340 E FMA/AAMA 100(FIN WINDOWS), FMA/AAMA 200(FLANGE WINDOWS), FMAANDMA 250(BOX WINDOWS), FMA/AAMAANDMA 300(EXTERIOR DOORS) SHEET 1:40 70F8 r TYPICAL HEAD ANCHORAGE MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS SEE TABLE 1 MIN. EMBEDMEI PERIMETER SEALANT SEE TABLE 1 BYINSTALLER INSIDE AND OUT SEALANT BEHIND C= FLANGE BY INSTALLER 1W MAX. SHIM INSTALLATION SEE TABLE 1 -1W MAX. SHIM SEALANT BEHIND u FLANGE BY INSTALLER C� PERIMETER SEALANT MIN. EMBEDMEN-. BYINSTALLER SEE TABLE I INSIDE AND OUT I 1 SUBSTRATE BY OTHERS SEE TABLE 1 —I MIN. EDGE DIST. SEE TABLE 1 q VERTICAL SECTION \.V TYPICAL SILL ANCHORAGE MIN. EMBEDMENT SEE TABLE 1 1/4" MAX. SHIM - INSTALLATION ANCHOR SEE TABLE 1 SEE TABLE 1 tv11N. EDGE DIST. SEE TABLE 1 LPERIMETER SEALANT BYINSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER B HORIZONTAL SECTION 8 TYPICAL JAMB ANCHORAGE TABLE I: APPROVED INSTALLATION FASTENERS ' FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE (20 KSI MIN.) 3/16" TTW TAPOON 1-1/2" 1-1/8" FLANG GROUT -FILLED CMU (117 PCF MIN.) 3/16" ITW TAPCON 1" 2" LANGE CONCRETE (2STKS I M -- FLANGE GROUT -FILLED CMU (ASTM C-90) 3/16" ELCO ULTRACON 1-1/4" 2-1/2' FLANGEMMIN) - /i6"PLCO ULTRACON FLANGE HERN PINE (G=0.55) #10WOODSCREW 1-3/8" 7/8" 060-)MIN. STEEL STUD M W) #10-16HILTIKWIK-FLEXORITW TEKS SELF -DRILLING SCREW FULL THREADFLANGE THRU 0.060" 7116" FLANGE 63-T5 MIN.) OR KSI MIN.) #10 GRADE 5 SELF -TAPPING 1 DRILLING SCREW FULL THREAD THRU 0.126' 7/16" FIN 2XMIN. SOUTHERN PINE (G=0.55) #8 WOOD SCREW 1-1/2" 7/16" MIN. EDGE DIST. SEE TABLE 1 SUBSTRATE BY OTHERS 1900 SW 44TH AVE. SEE TABLE 1 F OCALA, FLORIDA 34474 114" MAX. SHIM WWW.CWS.CC . 8200 PVC HORZ. SLIDER SEE TAB TABLE NON -IMPACT aPERIMETER SEALANT Q Z z 3r. ¢Z� w p Q W- W BY INSTALLER I z INSIDE AND OUT 7SEALANT w a Z O Z ¢~ L ¢ 1n 3 r O ¢ � m INSTALLATION ANCHOR Z Z 2 2 «w 0 o SEE TABLE I O OI-OLj¢=,rrt REHIND 0 Z U) Z Z - - (7 FIN BY INSTALLER Z O U O - O �CC� HORIZONTAL SECTION a ¢ H 2ZOI O t,O Z B TYPICAL FIN ANCHORAGE HEAD AND SILL SIMILAR FOR FIN INSTALLATION F <¢ F=- Z ¢ ¢ H } ?Oaccc, O Ill ¢ Zmul�O_jmW a C ¢ wi0 a=¢> EL F a ¢ n 8/28/2017 /x/NORTH LUCAS A. TURNER, P.E. FL PE # 58201 PERIMETER SEALANT ---� 1239 JABARA AVE. BYINSTALLER PORT, FL 34288 INSIDE AND OUT D HORIZONTAL SECTION PH. 941-380-1574 I 8 BOX FRAME INSTALLATION SHEET DESCRIPTION: HEAD AND SILL SIMILAR FOR BOX INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE. FLANGE, UP TO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: DRAWN BY' DATE: AAJ 07/01/08 MIN. 1/4" FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED DWG R RE .: INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-340 E PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. ALL SHEET 1:2 8OF8 Florid Building ode Online 2/16/18, 9:30 AM El lids �R yr!td,sf, AL' .. Pr� `-vrdFg0.em : 1 • BCIS Home Log In User Registration I Hot Tobfcs i Submit Surcharge i Stats & Facts i Publications i FBC Staff ! BC?S Site Map ? Links ; Search st > Application Detail FL11968-R4 Revision 2017 Approved Eastern Metal Supply 4268 estro riv West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Product Approval y USER: Public User Product Approval Menu > Product or Application $earth > Application LI FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Bill Feeley Irodriguez@easternmetal.com Walter A. Tillit, Jr. PE-44167 National Accreditation and Management Institute 12/31/2018 John Henry Kampmann Jr. vi Validation Checklist - Hardcopy Received Certificate of Independence FL11968 _ 44 COI_ EASTERN METAL SUPPLY, INC. __DRAWING 17-098 CERTIFICATION OF INDEPENDENCE. PDF FL11968 R4_COI _EASTERN METAL SUPPLY, INC._DRAWING 17- 095 CERTICATION OF INDEPENDENCE. PDF FL11968 R4 CO —EASTERN ME] -AL SUPPLY, INC._DRAWING 17-096_ CERTIFICATIQLV OF INDEPENDENCE.PDF FL11968 R4_C0I_EASTERN METAL SUPPLY2c INC._DRAW;NG 17- 094_CERTIFICATION OF INDEPENDENCE.pdf 'https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLX1ecJx4yFEE18fMCsutultDWU4Tg%3d%3d Page 1 of 3 Florida Building Code Online Referenced Standard and Year (of Standard) t , Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Su ma of Products Standard ASTM E330 SSTD12-99 Year 2002 1999 2/16/18, 9:30 AM Florida Licensed Professional Engineer or Architect FL11968 R4 EquivEASTERN METAL SUPPLY, INC._DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968_Rg_Equiv_,EASTERN M TE AL SUPPL_Y,, IL C.__DRAWING 17- 09�_LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996.PDF FL11968 R4_Equiv EASTERN METAL SUPPLY INC_.DRAWING 17- Q96_LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF FL11968_R4_EEc uiv EASTERN METAL SUPPLY2c INC._DRAWING 17-094_ LETTER EQUIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996,pdf Method 1 Option D 09/20/2017 10/28/2017 10/29/2017 12/12/2017 FL # _ Model, Number or Name Description 11968.1 0.040" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel (2.25" Deep)- Non-HVHZ - to provide hurricane protection. Drawing Number 17-094 Approved for use i Z: o Installation Instructions FL11968_R4_L_EASTERN METAL SUPPLY2c INC. DRAWING 17--g, _0 Q40 BE 1ALUMINUM_STORM PANEL pdf i rove or use outside HVHZ: e I s Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span is 12'-0" for +25, -25 p.s.f. Evaluation Reports and 4'-0" for +125, -130 p.s.f. for sections 1, 3, 4, 6, 7, 8, 8A, FL11968_R4_RE EASTERN METAL SUPPLY2c INC. DRAWING 17-094_PRODUCT EVALUATION REPORT.odf 9 and 11. See sheet 10 of installation drawing for other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by Created by Independent Third Party: Yes ASTM E-1996. 11968.2 0.050" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel (2.25" Deep)- Non-HVHZ - to provide hurricane protection. Drawing Number 17-096 Limits of Use _ Installation Instructions Approved for use in HVHZ: No L11 _R4_11 EASTERN METAL SUPPLY, INC. DRAWING 17- 096_ 0.050 BERTHA ALUMINUM STORN PANEL.PDF Approved for use outside HVHZ: Yes Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span is 12'-11" for +30, -30 p.s.f. Evaluation Reports and 8'-2" for +75, -80 p.s.f. for mountings without "h" header. FL11 68._R4_AE_EASTERN METAL SUPPLY_INC. DRAWING 17- 6_PRODUCT OF EVALUATION REPORT.PDF See sheet 5 of installation drawing for other spans and pressures. Valid only for wind zones 1,2 & 3 as defined by Created by Independent Third Party: Yes ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel (2.25" Deep)- Non- tracks to provide hurricane protection. HVHZ - Drawing Number 17-095 Limits of Use y «�� Installation Instructions Approved for use in HVHZ: No FL11968_R4_II_EASTERN METAL SUPPLY, INC. DRAWING 17- 0095_24 GAGE GALVANIZE BERTHA STEEL STORM PANEL.PDF Approved for use outside HVHZ: Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLXlecJx4yFEE18fMCsutultDWU4Tg%3d%3d Page 2 of 3 7. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P1E.D.) HAS BEEN VERIFIED FOR COMPLIANCE W ACCORDANCE YJlTH THE 2017 (6th EDIRDJ4J OF THE FLORIDA BUILMI G CODE THIS STORM PANEL SHALL a BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MYTH! -DARE / BROWARD COUNTIES). EA FOR AN WIND SPEED AS REQUIRED 8Y THE Jt/R1SOECNON WEER£ THESE SHUlffRS A EB ONES ACOD AND FOR A D1R£CT70NAU7Y FACTOR Xde0.85. US1NC ASCF 7-70 FOR lASTALLAROI4S UNDFR Z017 FBC AND SHALL NOT E7tCE`c0 7H£ MAXIMUM (ASD.) D£SIGNPRt35UR£ RATfNGS NDTCA7Ep ON SHEETS 5 IO TFlRU 15. IN ORDER 70 YER- TILE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SFAYL BE FIRST REDUCED TO ASO. DESIGN iWNO LOADS BY MULTIPLYING TNEM.BY D.6 NN ORDER TO 7D COMPARE TyfSf YJ/ IJAC (ASO) OESIGN PRESSURE Rg77NG5 INDICATED ON SHEETS 5 10 THRU 15. IN ORDER TO VERIFY THAT COMPOMEN75 AND ANCHORS ON THIS P.E.D, AS TESTED WERE NOT OVER SMESSELL A 33Z INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS HVr USED IN THEIR ANALYSIS A DURATION FACTOR CO=1.60 iYAS USED FOR VEP,IFICA77ON OF FASTENERS IN WOOD. STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED N ACCORDANCE W71Y1 SECTION 1609.1.2 OF THE ABOV< MENTIONED CODE AS PER AFL REPORTS 1 1728,01-00 AND 7f06ia02-D5, AS PER IMPACT 7E'STWO EQUIVALENT TO ASR,I £-1996 STANDARD & ASTM E JM-02 STANDARD, UUgED TO INSTALLATIONS WITHIN WIND ZONES 1, 2 & 3 AS DERNED BY ASTM £-1996 STANDARD ,2 ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. J. ALL ALUMINUM EYMUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. 4. ALL SCREWS TO B£ STAINLESS STEEL 304 OR J16 A15N SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50076 W/ 50 k. YIELD STRENG7H AND 90 ksT TENSILE STRENGTH &SHALL COMPLY Y// FLORIDA BOILDNC CODE SECTION 2411.3.3 4. 5. BOLTS TO BE ASTIR A-307 GALVANIZED STEEL OR AIS 304 SERIES STAINLESS STEEL, WITH J5 "; MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS 07HFRW7SE NOTLb) (A) TO EXIM40 POURED CONCRETE. 1/4' 0 TAPCON AN4CHORS AS MANUFACTURED BY LT.W, BUILDEX. 1/4' 0 x 7/5' CALK -IN ANCHORS OR ELCO male & femok T'ANELMAT£" AS MANUFACTURED BY POWER FASTENERS, INC AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY, 1/4' 0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POETS SCREW, BOLT & SPECAALTY COMPANY, !VOTE&•. A.1) MWIMUM EMBEDMENT INTO POURED .CONCRETE OF TAPCON AND ELCO PAN£LMATE ANCHORS !S 1 3/4;• A2) 7/8" CALK -IN A14CHORS SHALL BE FAMRELY EMBEDDED 1N70 THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERAITTT£D. 1/4f0-20 SCREWS USED SHALL BE 7 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS IVITH NO STUCCO. A.3) MIN1MUM EMBEDMENT OF 1/4 e x 3/4"ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT INTO S"UCCG SHALL BE PERRInro.. 1/4' 0-20 S.S. MACHINE SCREW USED SHALL BE 1 112" LONG MIN/MUM SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS KIM ND STUCCO. A4) IN CASE THAT PRECAST STONE: PREC4ST CONCRETE PANELS, OR PAVERS BE r-DUND ON THE EXISTING WALL OR FLOOR. ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS ANCHORAGE .SHALL BE AS INDICATED ON NOTES A 1) & A2) ABOVE. (A) TO DUTIVO CONCRETE BLOCK WALL - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY LT:W. BU7LDEX. - 1/4" 0 :. 7/8' CALK-N ANCHORS OR ELCO mate & Temale 7'AN£LMATE' AS MANUFACTURED BY POWER FASTENER; INC. AND ELCO CONSTRU TION PRODUCTS, RESPECTIVELY. - 114' 0 x 3/4' ALL POINTS SOLID -SET ANCHORSASDISTRIBUTED By ALL POINTS SCREW; BOLT & SPECIALTY COMPANY, 4 NOTES: B 1) MINIMUM EMBEDMENT OF TAPCON AND ELCO PANEUA47£ ANCHORS INTO CONCRETE BLOCK Lows ALL BE 1 7/4", B.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UMi. !40 EMBEDMENT INTO STUCCO SHALL BE PERMIT,ED. 1/4 0-20 SCREWS USED SHALL BE 1 112' LONG MINIMUM SHOULD STUCCO Ex AND 1' MI.NIMUM FOR WALLS WITH NO STUCCO, B.3) MINIMUM EMBEDMENT OF J/4 C x 3/4' ALL POINTS SOUD-SET ANCHORS SHALL BE 7/8' INTO THE CONCRETE BLOCK NO EMBEDMENT INTO STUCCO SHALL BE PERV17'TED. 1/4' 0-20 S.S. MACHINE SCREV/ USED SHALL BE 1 1/2' LONG MINIMUM SHOULD STUCCO EXIST, AND 7" MINIMUM FOR WALLS IV17H NO, STUCCO. B•4) 1N CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EX1577NG WALL, ANCHORS SH9tL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEMAD SUCH PEWEES. ANCHORAGE SHALL B£ AS INDICATED ON NOTES IN aI) AND 8.2) ABOL2. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMAfENDAT101JS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 7, PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SH04VN ON SECTIONS 1 THRU 9 (SHEET J & 5 OF 15) EXCEPT THAT HEADERS 2, 3 & 4 SHALL NOT BE USED, B. IT SIMLL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO lrtR;ry.THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED 70 INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS. , 9. THE INSTALLATION CONM4CTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH P,EMAIN IN CONTfN1T0US CONTACT MTN THE BUILDING TO PREVENT W1N0/RAIN INTRUSION. CAULK AND SEAL SNUf7£R TRACKS ALL AROUND FULL LENGTH. 110 , {a) THIS P.£.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORAIADON FOR A SITE SPECIFIC PROJECT., i.e. WHERE THE 577E CONDITIONS DEVIATE FROM THE P,E.D. (D) CONTRACTOR TO BE RESPONa'10LE FOR THE SELEC7701,,, PURCHASE AND NSTALLn770, INCCUDiNC LIFE SAFETY OF NETS PRODUCT BASED ON IRIS P.C.D. PROVIDED HE/SHE DOLS NOT DEVIATE FROM THE CMDMOAIS DETAILED ON THIS DOCUMENT COICMUC77ON SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIWLIY. (c) THIS PED. WILL BE CONSIDERED INVALID IF ALTERED BY ANY IfEANS (d) SITE SPECIFIC PROJECTS SHALT, 8E PREPARED BY A fLOR7DA Rc'GISuR£D l7JGN£ER OR ARCH CT WHICH WILL BECOA TH£ ENGINEER OF RECORD (EO.R.) FOR. THE PROJECT AND WHO WILL BE RESPONSIBLE 7H£ FOR THE PROPER USE OF P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. EN✓CiNEEP„ S! HE SUBMIT LATTER THE' SITE SPECIFIC DROWNGS FOR REV/LY/. (e) THIS P.E.D. SHALL BEAR THE OAT£ AND ORIGNN. SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF R£CO.40 THAT PREPARED fr. 77: SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH S£C77ON 770.9.9,3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPLNING. EABEUNG TO COMPLY WITH SECTION 1709.9.2 OF THE FLORITLA BUILDING CODE THIS DRAWING SHALL ONLY BE USED TD OBTAIN PERMITS IN THE STATE OF FLORM4 ^ . . TOP TRACK I Min. CONCRETE ANCHORS (SEE SCHEDULE) ------------------- TFF Ell! 17 if max. CONCRETE ANCHORS (SEE SCHEDVLj�) STORM PANEL TYPICAL ELEVA TION (SEE COMPONENTS, SHa,- fA OF 15) SCALE .pa~/' SECTIONA—A /> ~ CALK-M; ALL POW SOUD-SET OR `+ ELCO ma/e//emo/e PAA'ElAfATE 6 TAPCONS OR CALK ANCHORS E. D. W 0 0-20 S,DEWAU' 80LT OR O TAPCOT<S OR GUX-IN MICXDRS / TAPCONS OR CAUL-,N ANCHORS ^/ %/ (5� SCHEDULE FOR (SEE SCHEDULE FOR SPACING). . E D. (SEE SCHEWLE FOR `Cc.'G). i--F, D. A USSR BOLT + + (SEE SCHNU(f FOR SPACING) i / / POURED ♦♦ POURED ~�� PGUR£D ' ` CGNCRFIE—♦ `�' CONCRETE— .I / i CONCP.ET£ �, TAo/ i i REQUIRED ♦ _ i j t / !FtfO'JREO/ /REOUfREO p ? N 7 age, .<o. A LTERNATE -'—i' POURED CONCRETE —. W i - LEG L=77061 . REQUIRED ♦ / —®CoM. ' —•�4 C t f ' i � W ! ' SEPARATION 70 ± y, 3 t' MMIMUu v I 'z' SEPaR400N 70 ' cN. EXISTING C!/55 W IXI57mIG GLASS 4 y� i x 1- uINIMiLV, ~_. SEPARATION TO _, AIMW AI w EM5RMAS S ASS ! 7 q. 2 E\7 AFNG ON SS 70 a 1 a 71eO x 3/32 WING NUT O 1 ?WING NUT A 12• D. O ;.J2' 0. C T ' i 1 ALTERNATELEG LOCAAOV Cont. Coral. ' / 7 z'— OR C01/CRE7E � 7 Y BLOCK IYA(L i �!///j/,• %,//////j// %�'/Ir//if ✓ //,'./ ,/�/ /! //i! i/. jF .j�'; %/ t/�/f !// ALTERNa7E R£W1RE0 I _ .�� , , LONOURED, T t LEG LOOITIOA' TAPCONS OR CA1K-M ANCNORS REOUIRED J I-- E G . j- E D: 1 (SEE SCHEDULE FOR SPACING) 'TAPCONS OR OQK-IN ANCHORS '• (SEE SCHEDULE FOR SPACING). TAPCONS OR CALK -IN ANCHORS _ £ /// POURED j POURED / (SEE SCHEDULE TOP SPACIAI )X fY' CALK -IN, ALL POINT .SOLID -SET OR i .'/ CONCRETE CONCRETE / REOUIRED REOUIRED F. D. ? W/,1 0-20 51 PAN BOLT � W/7/<Y-20 S/OEiYALK BOLT OR O • 10 W/ 61t W/ }/4b-ZD TR"J55. BOLT + + (SEE SCHEDULE FOR SPACING) ALTERNATE WALL MOUNTING INSTALLATION (D. MJ CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING CEIUNG & FLOOR MOUNTING SECTION 7 OaLE : J/B = 7 INSTALLATION - SECTION 8 INSTALLATION - SECTION 8A INSTALLATION - SECTION 9 SCALE : 3/8',c T' SCALE : 3/8' a i' SCALE ; 3/8' = 1' ALTERM7£ C&UNG &'FLOOR MOUNTING INS A,.UINON - SECTWV VALID ONLY FOR Mom. AS.O DESIGN PRESSURE RAONG OF +70, -75 E. D. = EDGE DISTANCEISEE .SC2167 FLORIDA BUILDING CODE '(Non High Velocity Hurricane Zone) �.�a 7t * C2017 ALTECQ INC. 0.040 BERTHA ALUMINUM STORM PANEL L C. vK ' 2.25d DEEP DRAWN Br. - NOTE FOR C1OM8MAnON OF SECTIONS : SNOE WP'Jf BOLD` ARE J Q oiJ/ 27H/CK Q S ,�j rAr 07125117 HEAD MACHINE SCR&v W%LENGTH' =: 'aNOR1DQ:.•' 0 �,� EASTERN METAL SUPPLY, INC D<7E` AS PFR.NDTFs a2 � B2 (sH£FT 1) <268 wtsr Rt7nDs Dm+E �WALL/fL00R/�£IUNO u0UN7U1C SECTIONS CAN Bf + + / /g �`S�OAIALtx� 'COMBINED JN ANY WAY 70 SUIT ANY NNS7ALLARON.SllG FCHOINEBOSCJZry WJLENGTH 'THICK I�ti �ipfUANF<1aT+' Kd..uS�ry9.GsrowTi otmU,s. vpdNi r P„DNE• ( j20A9 B20.7, FAL`(5BJ�4T-77J6 17-094 :AS PER NOTES A?.k B2 (SHEET 1) ,n®,: (.meMT,-,s:a, rm: pm,nT,-tml ORAW7ND No. W.IL7FJ�'A 7X[!1 Jt. P.E c1D ,a-wa ILVJ 'ap .5f aT 5 OF IS POURED CONCRETE ' OR CONCRETE BLOCK ivact RFOUWED CUT PANEL ^ I CONCRETE ANCHORS 2• x 4' x OR, C—t. At... OR, 5061-T6 ALLOY Gonr. Alum. ANGLE CASE A (Plan) SCALE• 114 • - 7 - 2" x 3" x .093" 3105 H-14 OR 6053-T6 ALLOY Cont. Awm. AHCLE MY ANCHORS o 12' O. C. FV.IF PANEL z 14- GAP CASE D (Plan) ,- POURED CONCRETE CM CONCRETE BLOCK WALL REOUIREO POURED CONCRETE OR CONCRETE BLOCK WALL REOUIRED VAR/E.S J"� u0x. l 5 OR I 10 10R 6A -0 —2.500- hft CONCRETEANCHORS NCBOR2u,� 11R 0 C. OR(DR �2 OR l7 J1 �..JJ r � J.000" 2'x2•x .055' TO AL7ERNATE LEG LOCd770N • �- 2' x 5' x .055' Cont. q T �� �� �\ At... ANGLE OR .060" 3705-1154 SHEET OR OR 1 4 1 OR i 7 I NET.< Al— BEAT PLATE '- w�. •. ` DR y OR � 2 � o o c o CASE C (Plan) 1/4' 0 BOLT 'A 24" a a 4" x 4' x .072' WIJA.:KNUT 3705-H74 OR 6063-T6 ALLOY C-L Alum. ANGLE CASE B (Plan) SCALE., 114' = I" POURED CONCRETE OR CONCRETE BLOC WALL. REWIRED CASE E (Plan) SCALE. 7/4' = S- END CLOSURES DETAILS MAXIMUM A S D DESIGN PRESsttaE MAXIMUM RATIN ► E,vrr (P�,; 9Tld -CORRESPONDING Q98BESPDWING ANCHOR PAN SPACING (" (Ft) AND FOR INSTALLATI £TE CONCaFTE pt OCK AND WOOD FRAME srattrr RE s Max. Pii/JEL LENGTH ifoz MCWOR SPACING ANCHORS END ass' l �nSUTAIE� . LQR19�,.•��� \►\\\ • SEE NOTES ON SHEET 11 THRU 15 OF 0� '•.;ONS 15 FOR FOR PANEL LENGTH nINTO MOOD 'F`rs1a{�AL 6+''�' EX INGGINSTALLA ONS FRAM / - <aiiiiteH�+ FLORIDA BUILDING CODE Non' Hlgfi Velocity Hurricane Zone) .2017 lxnw, l4a 0.040' BERTHA ALUMINUM STORM PANEL La SECTION 8A IS ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE R4TING 2.25" DEEP DRAWN er, UP TO +70, "-75 PSF, 07/,2s/n EASTERN METAL SUPPLY, INC f Max. ANCHOR SPACING FOR SECTION 8A SHALL BE 6" O.C. EMIR 1 L E C C 1 N o. 4m �r twos � 7JLL1T 7F5TlND d ENWNFFRlNC COMPANY WEST PAfef BFAfJ{ :2, 3N07 .< PAL 17-094 NOTE_ MINIMUM PANEL LENGTH lS 3'-0': • + T+ 1S1f6 Piave (EST sass FAX: (561J9�1-1718 Mwr : fms 1-I3f0 , Fw : (�0lJOi:-1IIJt -OD067f9 wx r m�av ua ar. wDRAW G fh WALTER A J2UT J. RE m :Nti /1'S/1 - - ROM6t 21c. ii 15 SJ2FT f0 - 15 AS474MU7J A.S.D. DCSKNf PRt3URE JLITLYG (o.s.lJ L {17.J a040'ALOMNUN PANEL :Q1 '$• (( ) PM'fLSQ• 1, ci d a e.r. sfCAD,YA 2 a fo SECROJk 1s St'ORON: ra ALL sFCDons +25.0, -25.0 72'-0" 12'-0• f 1'-9 8'-6' 72'» +25.0. -30.0 17'-0' f 7'-5' 70'-4` 8'-6" 1<"`tf +J010, -35.0 III -I, 10'-6• 9'-I1" 8'-6' 12"rt +J5.0, -40.0 JO'-5" 9'-10• 9=<' 8'-6' f1•rt }.1D.0, -95.0 9'-10' 91-4' 8'-9` B'-6' 1?'ff M5.0, -50.0 9'-4" 8'-ID' ....8-4' 8'-8` .f2`tr -55.0 8=10' 8=-5' .7'-77' - 12•r} +55.0, -60.0 g'-6' 8•-7 • 7'-7• - 12'H +sD.o, -5aD a'-D' r-s" 7=<• - 1z"rr )?'rf +70.0, -75.0 6=1i' 12'rr +75.0, -80.0 5'-6' 6=8' 6'-6' - )p" +80.0, -85:0 12' +y50, -90.0 5'-8•.. 5'-9' S•-g• - 12' +90.0, 12' +95,0, 100,0 5'-2' S'-2` 5' 2' - �- 12']00.0,-105.4'-51'4'-1f`•{-fl" 710,q -175. 4=5• d'_B" 4t5" - 91" t 115.$ -720. 4'-0' ;' }" 4=C" - 12' +12A0, -125. 4'-2'.. .4=?' 4-2' - 11• . 125.0, -730. 4'-0' 4-0'.. 6'-O' - .11• *x MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 !/2" EDGE DISTANCE FORE D. LESS THAN 3 1121, REDUCE ANCHOR SPACING 8Y MULTIPLYING SPACING SNOWIJ ON SCHEDULE 8Y THE FOLLOWING FACTORS (NOTE ; Min. E. D. FOR CALK -IN ANCHORS !S ? 1/2 ). FOR THIS OPERATION TO &E POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT 6E LESS THAN MIrJf1.fUM SPACING INDICATED FOR EACH ANCHOR iYP£ AT ANCHORS LEGEND. FACTOR ACTUAL E. D. PANELMATES TAACON 5lUD-SET CALM, -TN 3" ,8S - .78 .75 2 T/2' .77 - - .50 2" ,50 1 1/2" ANCHORS ANCHOR MIN. TYPE SPACING TAPCON/ 3.0" PANELMATES CALK -IN 2.5" SOLID -SET 3.5" W �16191 US FULL PANEL !ZZ H&WYED EDGES HALF PANFJ WZ HEMMED ED OW L4; OPTIONAL HALF EA-NEL HVQ HEMMED EDGES Tc �1-214- ,125 -3000' Ji (�)3- ANGLE BUILD OUT BRACKEr Jis� a. 0. REVERSED -F- ANGLE TRAC"K -F- TRACK A fJ)S/8-A HOLES AT, AT S.S. MACMx SCREW rAPCONS opnom DETAIL I.- syuD wl ex am zgx ROUND -HOLE AT PA 81 KajEE��ER 12* .VCKa RAM AW, NOT 14, COMPONENTS TT FLORIDA BUILDING (Mon HIgh Velocity Hurricone Zone PANEL EASTERN METAL SUPPLY, INC 07125117 DAM I Florida Building Code Online 2/16118, 9:54 AM ° BCIS Home j Log In user Registration Hot Topics i Submit Surcharge ! Stats & Facts Publications I F8C Staff i BCIS Site Map 1 Links ? Search Product Approval a' USER: Public User aCiep4:'L"( ar`�F`C Product Aroval A Menu > Product or Wjication Search > Apolicabon List > Application De tail pp FL # L5444-R12 Application Type Revision Code Version 2 117 Application Status Approve Comments Archived Product Manufacturer Cer0inTeed Corporation -Roofing Address/Phone/Email 20 Moores Malvern, PA 19355 (610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harner mark.d.harner@saint-gobain.com Technical Representative Mark D. Harrier Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610) 651-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method I Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 i Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5444 R12_C0I_2017_01_C0I_Nieminen.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D3161 2016 ' ASTM D3462 2010 https://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtahlgO7CSsoycOr128CcpCm5j9JS30sk4S7sljNdlwNg%3d%3d Page 1 of 2 Florida BuildinoACode Online ASTM D7158 2011 2116/18, 9:54 AM Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/07/2017 Date Validated 09/12/2017 Date Pending FBC Approval 09/15/2017 Date Approved 12/12/2017 Date Revised 01/24/2018 Summary of Products Model, Number or Name" Description —` T 5444.1 q*inTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and rchitectural ".. asphalt roof shingles a,.,.,.,...• imits of Use � Installation Instructions Approved for use in HVHZ: No FL5444_R12_II_2017_09_FINAL_ER_CERTAINTEED ASPHALT SHINGLES_FL5444-R12.pf Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Verified By: Robert Nieminen, PE PE-59166 Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports FL5444_R12 AE_2017 09._FINAL_ER_CERTAINTEED_ASPHALT SHINGLES_ FL5444-R12.odf Created by Independent Third Party: Yes ��� `"�•.�.,,• Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility. Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ® Et "® Credit Card Safe �l r https://floridabuilding.org/pr/pr-app_dtl.aspx?param=wGEVXQwtDgtahlg07CSsoycOrl28CcpCm5j9JS30sk4S7sljNd1wNg%3d%3d • I� Page 2 of 2 r 0� �'�1 TRINITY EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 (610) 651-5847 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report 3532.09.05-1113 FL5444-R12 Date of Issuance: 09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code CJ&oria�"u'i oL`�;R olume. The products described herein have been evaluated for compliance with th 6`h Edition (2017) Florida Building Code ections noted herein. DESCRIPTION j"CertainTeed Asphalt Roof LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at thejob site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 09/05/2017. This does not serve as an electronically signed . ...... document. CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY I ER[� ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roof Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code and 61h Edition (2017) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2010 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158 2011 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM D3161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM D3161 05CA16778 05/12/2005 UL (TST 1740) ASTM D3161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 05NK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4786570717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678, 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC (TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 ULLLC (TST 9628) ASTM D3161, D3462 & D7158 4787586427 01/25/2017 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R33 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 r TRINITYf ERD 4. PRODUCT DESCRIPTION: • 4.1 CT20T-, XTT"' 25, XTT- 30 and XTTm 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia TM, Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor Shangle®, Landmark TM, LandmarkTm IR, LandmarkTm Pro, Landmark*"" Premium, LandmarkTm TL, Landmark TM Solaris and Landmark TM Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate TM is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake TM, Presidential ShakeT"" IR, Presidential Shake TLT"' and Presidential SolarisTm are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras*", Highland SlateTm and Highland Slate TM IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 PatriotTM is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle RidgeT"', Shadow Ridge TM, Cedar CrestTm. Cedar CrestTM IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use within FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. .4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables i507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for us in all wind zones • up to V,,d = 150 mph (Vult = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PL® Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to Vasd =150 mph (Volt =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 indicates the measured uplift resistance (RT) for the CertainTeed asphalt Roof shingles listed in Section 4.1 through 4.6 (except Presidential SolarisT"') exceeds the calculated uplift force (FT) at a maximum design wind speed of Vnd = 150 mph (Vuit = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with F.A.C. Rule 61G20- / 3. Exterior Research and Design,LLC. Evaluation Report 3532.09.05-1113 Certificate of Authorization #9503 6z" EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-1112 • CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 3 of 12 a eJ TRINITY € ERD f t' STEEP SLOPE F Vise SIN nails, and four spots of asphalt roofing cement for every ftill LANDMARK TL 11111inater s in e. See a ou,. Asp to t rooting cement should rueel ASTM D4586 Type H. Apply J" spots of asphalt roofing cement unde. 131/z" 13" 131/2---� ' each corner anti ai about 12" to 13" In from each edge. (343 mm) (330 mm) (343 mm) METRIC DIMENSIONS' ;-1 "{15 mm} 1 "(25 mm)— I I ►T i30�mrit) (375'mm) (305mm) I 1 }I --- (25 ntm) I — (25 mm) :ra.�Cir'd.N>.r'i°s^" �sr•d+r.t:^.. e�.e�:•.tx :asnc:rri';.t;#�i::x Rooting Cement Jlefea eTape 1"(25mm)- 1 *- Nail Area Fat Sieep Figure 73 5: Use six nails and fo ur sit"Is o f asphalt roofing cemenitonsteep slop. (25 inm) — (25 mm; .` Rooting Ctlmeai .+w NorthGate: ¢X�STEEP 12" 14-314" 12" SLOPE 1--,(305 mfn)—•. (375 mm}-}- •"*--(30a mm)--•I NAILING Nailin 3mvits AREA t -.---1"(25 min lseirvee��l er 1"(25 mm)—•- rlal Ines, A— Roofiri9 ement Nailing areas for steep slopes (greater than 21:12) and "Storm -Nailing" Nail between lower 2 nag fines as shown above. 6.8.1 Hip & Ridge for Landmark TM, Landmark'"" IR, Landmark TM Pro, Landmark TM Premium, Landmark'"" TL, Landmarklm Solaris, Landmark TM Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge TM or NothGate Accessory 12" 9719' (305mm) (250mm� 415/16" 41511Ci'------......111111 (i50mm) (150mm) (125mm) (125mm) Not h for Notch for Centering Centering 12° ►, 13114" N,, 1 7 (305mm} NotchasforAl)gnmentt (337mm) (�ofchesforAlignmentto ,, the Tap Edge of the Previous (180mm) the Top Edge of the Previous (196mm) Cap for 5" (125mm) Exposure Capfor55/8" (f41mm) Exposu' English Dimension Metric Dimension Shadow Ridge`"' Shadow RidgeTM Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1133 Certificate of Authorization #9503 6T' EDITION (2017) FBC NON-HVHZ EVALUATION F1.5444-1112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 8 of 12 9 27W (25O Hire} a 15+16° (125 in� } CemariAQ Notch 13'!td' (337 ntm) Align these / trotahestotop adtp of previous coat" NorthGate Ridge QOTRINITYIERD' 131181, '4-8 SM -114-6 518°"► Y (168 mm)I 068 mm 1 Centering Notch ?W ��,Align (194 mm) (337 mm} these 7 8' notches to top (194 mm) edge of ]y1— previous course. NorthGate Accessory 120 �7 (3Wlrr) ` I I+' �,LayingNotch Figure 13-20.• brse laying hok&5 to center shingles on hips and rydg&c and t0 for at8 tbd'COMct &tpOSnre. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastic® NPJTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar CrestTM' Cedar CreStTM IR hip and ridge shingles. Exterior Research and Resign, I.I.C. Certificate of Authorization #9503 6T" EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.O5-R33 FL5444-R12 Revision 13: 09/05/2017 Page 9 of 12 Florida Buildinn`Code Online 2/16/18, 10:10 AM x! .� . .,. __ �. _ e .., ., .�+ _'.• car . _�*.. 5'�ie`��`.. �,,,'�r.x..i�: °v ..'.5 I1tlpj�:Ha 7Jbtit! rd�PR ,DtCNRplitlj4lAl:'� �CORTd1dTt}BPII! 13CIS Home Log in user Registration Hot T6p1cs Submit Surcharge Stats & Facts I Publications F13C Staff BCIS Site Map Links 'I Search . d I' 'd _ 0Fc a Product'Approval #,I USER: Public User Product ,oDetail FL # FL25681 Application Type New Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer MILLENNIUM METALS INC... Address/Phone/Email 102uEntpe"Gad�-o (T' Jacksonville, FL 32218 (904) 358-8366 tonyac@mmi2000.net Authorized Signature James Buckner jimmy@cbuckinc.net Technical Representative Tonya Steele Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32202 (877) 358-7663 tonyac@mmi2000.net Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Test Report Testing Lab Architectural Testing, Inc. - West Palm Beach (an Intertek company) Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 09/21/2026 Validated By Steven M. Urich, PE is Validation Checklist - Hardcopy Received Certificate of Independence FL25681 RO_COI COI Intertek 122927.12-df Referenced Standard and Year (of Standard) Standard Year TAS 100(A) 1995 Equivalence of Product Standards Certified By https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsKQFEnckBlOw2%2f7phegxKaYEIzEJTbu4Mnc2rzL4sg4g%3d%3d Page 1 of 2 Florida Buildino,,,Code Online 2/16/18, 10:10 AM Product Approval Method Method 1 Option B Date Submitted 12/18/2017 Date Validated 12/29/2017 Date Pending FBC Approval 01/04/2018 Summary of Prnducfc Mo el,.Ntlr11Y6i'iri Description 25681.1 MMI Off Ridge Vent Permanent Baffle MMI Off Ridge Vent with Permanent Baffle attached to Wood Deck Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL25681 RO II_1-Instill-N1MI- gV=PermBafFle.pdf Verified By: Architectural Testing, Inc. - West Palm Beach (an Approved for use outside HVHZ: Yes Impact Resistant: N/A Intertek company) Design Pressure: N/A Test Reports Other: 33 Feet is maximum mean roof height per TAS 100(A) FL25681 RO TR 1-IntertekTest-MMI-ORV-PermBaffle- h7685.01-450-18-r1.pdf 25681.2 MMI Off Ridge Vent with Detachable MMI Off Ridge Vent with Detachable Baffle attached to Wood Baffle Deck Limits of Use Installation Instructions! Approved for use in HVHZ: Yes FL25681_RO_II_2-Install-MMI- RV- Detach Baffle .Off Verified By: Architectural Testing, Inc. - West Palm Beach (an Approved for use outside HVHZ: Yes Impact Resistant: N/A Intertek company) Design Pressure: N/A Test Reports Other: 33 Feet is maximum mean roof height per TAS 100(A) FL25681_RO TR_2-IntertekTest-MMI-ORV-DetachBaffle- h 7685.03-450-18-r l . pdf klach Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida :: Privacy Statement :: Accessibility, Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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: fidt F1 ON 9 9 M Credit Card Safe' , t https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsKQFEnckBl Ow2%2f7phegxKaYEIzEJTbu4Mnc2rzL4sg4g%3d%3d Page 2 of 2 �� ■ MEN METALS, INC. 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 904-358-8366 WATTS 1-877-358-7663 (ROOF) FAX 904-358-8285 TAS 100(A) -95 INSTALLATION METHOD • Millennium Metals, Inc. MMI Off Ridge Vent with Permanent Baffle - Attached to Wood Deck 8" WIDE OPENING �/� (MMI RECOMMENDS A 3" 3 %" FROM FLANGI OPENING, SEE TABLE BELOW) TO OPENING €xr" VA 8 4 '1 �4,�� 1 TYPICAL FASTENER(S) - 11 GAUGE RING SHANK ROOFING NAIL 4112 OR - #10 MIN. WOOD SCREWS VENT TESTED WITH 11 GAUGE 1 %" RING SHANK NAIL, 8" O.C. TO PENETRATE DECK BY 3/6" SIDE VIEW I )FF BRIDGE VENT ATTACHED BAFFLE: FIXED BAFFLE ON VENT SECURED WITI APPROVED FASTENERS 8" O.C. MMI OFF RIDGE VENT RECOMMENDATIONS LENGTH CUT OUT NET FREE AREA 4 Ft. 3" x 46" 138 Sq. In. 6 Ft. 3" x 70" 210 Sq. In. 8 Ft. 3" x 94" 282 Sq. In. 10 Ft. 1 3" x 118" 1 354 Sq. In.