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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building Code Online 2116118, 8:44 AM \ t .' C �• ' A 1 1 q BCIS Home Log In I User Registration Hot Topics i submit Surcharge Scats-S, Facts Publications FBC Stan BCIS Site Map Links Search F ride Y� Product Approval Y �'' I 4 USER: Public User ., 4 RECEIVED ProtluR Aooroval Menu > Product or Application Search > Aoollcaton kt > Application Detail FL # Z FEB 21 2018 Application Type Code version ST. Lucie County, Permitting Application Status Comments Archived Product Manufacturer Schlage Loc.k� C.�ompany, LLC Address/Phone/Email ..e nn sylvania Street Carmel, IN 46032 RECEIVED (317) 715-4073 james.donian@allegion.com FEB 21 2018 Authorized Signature Jim Donlan ST� Lucie County, Per james.donian@allegion.com ml4tin� r Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By . Certificate of Independence Hermes F. Norenc, P.E. PE-73778 UL LLC 12/31/2020 Locke Bowden ,:,. Validation Checklist - Hardcopy Received LF 4613_R6 COI_C9i Aliegion SS 2017-10-19 pddf Referenced Standard and Year (of Standard) Standard year TAS 201 1994 TAS 202 1994 TAS 2 I L EEO %Cf 0 PY https:llfloridabuilding.org/pr/pr app dtl.aspx?param-wGEVXQwtDgtgtNdreiWNws3DhfTh0uvKKmFfOMARyws%3d Page 1 of 2 Florida Building Code Online Y l Equivalence of Product Standards Certified By \r Sections from the Code _ r ` • Product Approval Method Method 1 Option D A Date Submitted 10/19/2017 Date Validated 10/19/2017 Date Pending FBC Approval 10/23/2017 Date Approved 12/12/2017 Summary o ducts 2116/18, 8:44 AM FL # Model, Number or Name Description 4613.1 SteelcraR L18 & CE18 Impact Resistant Metal Doors with Hardware ' i;s..of+t{sA,�•�`�`�,,;.,,a, Installation Instructions Approved for use in HVHZ:: Yes FL4613 jib 11_506-012 SS 2017-SD-19 0� Approved for use outside HVHZ: Yes Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 I t.Resistag ' Yes Created by Independent Third Party: Yes -Design Pressure: +70/-70 Evaluation Reports er: low Metal Flush Si Doors. 3'0 x 7'0 for Impact FL4613 R6 g�PER5182 SS 2017-10-19 Ddf and water resis an ap cations. See installation instructions for design pressure ratings. Created by Independent Third Party: Yes ifark next Contact Us :: 2601 Blair Stone Ro,d. Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida is an WEED employer Cnnvdaht 2n07-20f3 State of Flnrltla :: Pdv "Statement :: AucssIblllN Statement ;: Refund to m nt Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 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 adtlress if they have one. The ¢mails 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, FS., please click hem . Product Approval Accepts: "MW9IMEWRM Credit Card Safe - https:ilfloridabuilding.org/pr/pr_app dti.espx?param=wGEVXQwtDgtgtNdreiWNWS3DhfThQuvKKmFfOMARyws%3d Page 2 of 2 / 1 What is the Falron SZ-Series Door? 11127117, 11:52 AM Fdlegion pr,yiu:,,µ y,,,;,yar. ;)u=s!e;nr. Pi ivau;, P..>I!cy T-In ul Jso Ask your question Entering your question as a complete sentence will provide more accurate results than keywords or phrases. Ask your question Search User questions FAQs Cnlcgory I.ict What is the Falcon SZ-Series Door? Resolution: Falcon SZ Series Door I the economy Steelcraft commercial grade door recommended light commercial applications when architectural specification are not needed. Op on a SZ-Series door is available with the following features: • Steel Face Sheets = 18 gage Cold Rolled Steel face sheets (Aso Gahannealed option) • Door Size = 3068 or 3070 single door • Edge = square edge hinge and lock sides with visible seams • Core = Honeycomb or Polystyrene J • Top Channels = 14 gauge Inverted end channels • Hardware Prep features: o 7 gauge hinge reinforcing for 4 1/2" standard weight (.134) non -handed o closer reinforcing 14 gauge • o lock option 161, 614 86ED and reinforced for rim panic (RPD) lass Qptjap3�.dRgC4,.ars.a a no glass cutouts) • Flre Label = Warnock Hersey 1 1/2 hour (90 min abet ti Packaging = available in twenty (20) packs only • Primer Is standard Steelcraft beige. FBC Approval: The SZ-Swims Is an approved FBC product with FBC #FL-13883. 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Other users ask T Question ' hinge carryweight n. - Falcon SZ cutsheet egush bolt on al doors .._-.._.. ._ ._ .._. ..- .. .. http://kc.allegion.com/kb/article/what-is-the-falcon-sz-series-door/ Page 1 of S mw T iA00 R1 1OiE 4 I� I� I i P Ls� Al A2 A3 A4 -0WJ C-0T EN1L ��y� li[E IID2 6 .o gig 99 i ll Ell B2 B3 134 OPTION HOWE FAMILY LOCKING HARDWARE DESIGN PRESSURE Al MOROSELOCK SCHLAOE: LOON,L DSERIES FALCON: M SERIES +701.70 PSF Bl A2 CTLDODRICAL(BORED) LOCK BOHLAGE: AL ND, A FALCON: T, B;KLS,H ---------------- B2 SCHLAGE F-SERIES (F(A)f01401SMAR%TTH 63BW302 DEADBOLT SCXIAGE F(A)360130T HANDLESET WTIN DEADBOLT A3 CYLINDRK:AL(BORED) E-BOLT SCHLACE F(l1) 3=U NANDLEBEFN/11N DEAOBOLT LOCKWTTHDEAOLOCK (AUJL OR INTERCONNECTED). SCHLAGESROO SERIES(8210R51/ZI02000RN1009ERIF9 (N110I19?/1001f05) INTERCONNECTED ENTRANCE LOCK +07DPSF DEXTER JSERIES(JIUMMU5M) WITH JMERJES(JD60102) DEADBOLT B. JNSER0E4 HANDLEDET NTfH DEADBOLT {JN6dT,� BROADWAY 0-DERIES (II101 0(81) WRH 010001HRDEADBOLT U1000110Q PASSAGE MANOLESET WITH OEAOBOLT MORTA9E E)OT DEWCE MONARCHAVAi +70/-70 PSF _ Y R E V I S I O N ➢ESCRIPTIGN DATE APPROVAL. DVG 0G/25/0 REVISED NAME JPU fl/OV13 OPTION DOOR MODEL A LD,TSLSZSERIEB PLUSH B CESERff5 EM89SSE0 PANELS NOTES 1. ALL DIMENSIONS SMOVN MAX. AND TYP. FOR ALL DOUR/FRAPE NODD-S 2. ANCHOR REQUIREMENTS, SEE SHEET 2 FOR APPROVED ANCHORS AND INSTALLATION, 3. HINGE REQUIREMENTS. 4.S' STD VT, MM ORN. 3 HINGES) BUTTS OR CONTINUOUS HINGE FORDOOR OPENINGOPENING UP 7G 7'6NIGH': MIN CD HINGES ,..,.' FOR -DOOR OPENING 717' - 8'0' HIGH ^ N N U) HINGES A. SEE SHEET 2 t 4 FOR AVAILABLE STANDARD OPENING SIZES AND SPECIFICATIGNS & HARDWARE INSTALLATION AS PER MANUFACTURER'S INSTRUCTIONS. 6. 4' FACE HEAD IS AVAILABLE, 7. APPLY CAULK AS NEEDEA B. WHEN WATER INFILTRATION RATING IS NOT REQUIRED USE ONE ROW OF PS074 WEATHERSTRIPPING PER JAMB AND HEAR INSTALL PER SHEET 3. 9. SEE SHEET B FOR VEATHERSTRIPPING OPTIONS TO MEET WATER INFILTRATION. ' 3.0'7'0' SINGLE DOORS SHEET I OF 5 IT Y 91 VNIIMMKIMM, J! ms.OwfttL i 119 SwD "I IN 0 0nXw , Pf� 3 vx� 4 Wa 315 X r W/r Im vmY[NT NU ftCQ HALL +en E V I S 1 11 N S DESCRIPTION RATE APPROVED L DRAWING YKF 105/25/05 I NAME JPv 111/01/13 1 DQ W N. EXTMOR FM WTSAING Pt Wl NR1bORfTAXPmmA DooR6 SLL MTAU-A=N DUNL= am "WR (xT W OR AOAISMLE) OR MAATABM NOM, 2.a. =S& WTANm BET� ROFA ANCHORS, SHmvrN 014 THS SHEET. INSTAIINPRALAMN Htnviumms, w im RmomMENOEp INfiTAIIATIDNIN6IRUCTIONS HAROtYARE SCHLACE LOCK COMPANY LLC 11819 N. PENNSYLVANIA STREET CARMEL IN 46032 ANCHOR DETAILS / MOUNTING CONDITIONS SHEET 2 OF 5 I i BENT TABS I I TO SECURE ASSEMBLY I I P ti i I KD' i 'KNOCKED -DOWN' ASSEMBLY I I I I rkWEUD'fEO WELDED HEAD NOTCHED HEAD SITS ON TOP AND BUTTED BETWEEN JAMBS OF NOTCHED JAMBS TARIE I AVAILABLE FRAME CO --AIMS ti WELDED I V/ 'SUA' SET-UP AND ARC -WELDED ASSEMBLY 'MU' 'MULTI -USE' SERIES ASSEMBLY FRAME SERIES JAMB DEPTH MAXIMUM DOOR OPENING MATERIAL WIDTH DESCR. I GA. CRS/HRS 16 .053 I4/.067' F 5. SO' YO' GA-V 12 .099' MIN. N. I STAINLESS 16/053' STEEL pry &75' MIN. 3'0' 70' CRS 16/053�71 ' i GALV TA CRS ASTM' Al= RS ASTM A1O11 CALM. MSD ASM M24 SILL 30t,]OB Asn u4o I RUSS , 1� REV DESCRIPTION APPROVAL DRAWING REVISED NAME . HEAD MIN_F 2' MIN. 4' MAX 1,94' 0.625'� 5.75' MIIN. VARY L ARY —L HINGE JAMB STRIKE/HINGE JAMB WEATHERSTRIPPING DETAIL WHEN WATER INFILTRATIONIS NOT REQUIRED (ALL DIMENSIONS TYPICAL EXCEPT WHEN SPECIFIED) NOTM, 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. SCHIAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA STREET CARMEL. IN 46032 FRAME OPTIONS CORNER DETAILS PROFILE WEATHERSTRIPPING ATTACHMENT M 505-012 SHEET 3 OF 5 ❑ REV DESCRIPTION APPROVAL DRAWING REVISED NAME . HEAD MIN_F 2' MIN. 4' MAX 1,94' 0.625'� 5.75' MIIN. VARY L ARY —L HINGE JAMB STRIKE/HINGE JAMB WEATHERSTRIPPING DETAIL WHEN WATER INFILTRATIONIS NOT REQUIRED (ALL DIMENSIONS TYPICAL EXCEPT WHEN SPECIFIED) NOTM, 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. SCHIAGE LOCK COMPANY, LLC 11819 N. PENNSYLVANIA STREET CARMEL. IN 46032 FRAME OPTIONS CORNER DETAILS PROFILE WEATHERSTRIPPING ATTACHMENT M 505-012 SHEET 3 OF 5 ❑ II I Y �I 11 AVAILABLE DOOR CONFIGURATIONS TABLE 1. (SEE NOTE 1.) R E V I S I❑ N S LTR DESCRIPTION LATE APPROVED CORE OPTIONS A APPROVM_ O40 YMF 6/25/05 ' H 1 REVISED NAME JPD IVUI/13 SECTION A -A SECTION A -A SECTION A -A nnnn ge 1 11 111111 11 1111 I SE4Ti@I p]-fF <C) STEEL STIFFENED (D) HONEYCOMB (E) TEMPERATURE RISE CORE \r) GrXXUCV rN.17111VACC '.NM BY ATIASIDENS YC1ie LO/FN HAT SNAPED SECTIONS 2D GA 61 TO MISSSHAPED NRAFT PARR U. CELL SIZE MINERAL AND FIDES! BOARD DENSITY. 17 1 LS LDLCUR OR �POLYISOYANURATE H2O0 OF FACE SI TUT DY,EIFipAM, OFJN9T':2t/PT' STIFFENERS TO DE 4EUS➢ TOQTMER ' AT TOP AND BOTTOM D TAM A K 11 j yJL„ C— PS , i SPOTVELDE➢ �T, ✓ 3l'3 ��� DOOR 41➢714 24' ST FEN NOTES: 1 " -r '' "rJ /� / 3 26 1, DOOR CONSTRUCTION1. 2 D•, 1.1. MINIMUM DOOR THICKNESS — 13/4e' ' DOOR SERIES CORE MATERIAL MAXIMUM DOOR OPENING SIZE SKIN MATERIAL WIDTH HEIGHT DESCR. GA. IN. THK PER SHT.7 HONEYCOMB ORS 18/.044" L POLYSTYRENE 3'D' 70" GALV 1S/.Ow POLYURETHANE ! 14/.070- I 18/,044" B STEEL STIFFENED 3'0" 7'0" GALVHONE 070' SL/SZ POLYSTCOMB YRENE E 11 SO" 7'0' CRS 18/.044' POLYURETHANE ,I GALV 16/.055" T MINERAL FIBER ' 7.0- CRS 18/,044' 13'0" GALV 16/.055" l4 .070" POLYSTYRENE/ 30" i 70' GALV 18/044" HONEYCOMB i6/.055' 1.2. DOORS AVAILABLE IN FLAT AND EMBOSSED'' SURFACE MODELS (SEE TABLET) 1.3. ALL DOORS ARE FLUSH — NO UTES ORS LOUVER$ , ALLOWED PER THIS APPROVAL 1.4 OPTIONAL DOOR VIEWER PREP IS ALLOWED WITH MAX. HOLE 05/8" (SEE DETAIL C ON SHT.5) 2. FOR MATERIAL SPECIFICATIONS REFERENCE SEE TABLE 3. MINIMUM YIELD STRESS FOR STEEL IS 44600 PSI. SCHLAGE LOCK COMPANY, LLC TABLE 3. 11819 N PENNSYLVANIA STREET CARREL, 1N 46032 CRS —- _. ASTM A10p8lZiNg T� .•... CC7IIt MDR CONFIGURATIONS MRS }'M' CORE OPTIONS AND ASTM A1011 c AND MATERIAL SPECS. CALM. ASOASTM A9234oB S05-012 SHEET 4 OF 5 E "'Pi1 ASYM A240 NTS I AUT❑CAD Florid IBuilding *ode Online 2116/18, 8:51 AM 11 • Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products FL # Model, Number or Name 13192.1 Cemplank Lap Siding Standard Year ASTM C1186 2007 ASTM E330 2002 Florida Licensed Professional Engineer or Architect FL13192 R5 Eauly R1O-2692B-17 ASTM C1186 eauiv cPdj Method 1 Option D 08/09/2017 08/25/2017 O8/28/2017 10/10/2017 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 Description fiber -cement lap siding Installation Instructions FL13192_R5 ll_Cem Pla nk-Insta Ilation,,pdf FL13192 f25 II FR RIO-2683-17 Plank Wood Metal Frame.odf FL13192 R5 ILER RIO-2687-17 Plank Shinale to CMU.pdf FL13192 RS 11 ER RIO-2688-17 Plank WSP Sheathing odf FL�} 13 Q3_US_It-NOA 17-0406.06.odf Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports LF 13192 R5 AE ER RIO-2683-17 Plank Wood Metal Frame odf FL13192 RS AE ER RIO-2687-17 Plank Shingle to MI .,pdf FL13192 85_6E_ER RIO-2688-17 Plank WSP Sheathing odf 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.odf FL13192 RS_jE ER RIO-2687-17 Plank Shin g le to CMU.odf FL13192 RS 11 ER RIO-2688-17 Plank WSP Sheathing.odf FL13192 RS_Ij_HardiePlank-Installation pff FL1319 2_R5_jjNOA 17-0406.06.Q f Verified By: Ronald I. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 RS AE ER RIO-2683-17 Plank Wood Metal Frame.odf FL13192 M_AE_ER RIO-2688-17 Plank WSP Sheathi FL13192 RS. 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 FL13192_RS IILER RIO-2685-17 Shingle Wood Metal Approved for use outside HVHZ: Yes Frame Impact Resistant: N/A Fy} _I3 93_M_iLHardie5hinale-Installation odf / Design Pressure: N/A Verified By: Ronald I. Ogawa 24121 • Other: Created by Independent Third Party: No Evaluation Reports https://floridabuilding.org/prlpr app dti.aspx?param=wGEVXQwtDgtsk%2bGnUu47ogxmaHRnHilDSL7Rnc9nl4NP2iZim2vQrA%3d%3d Page 2 of 3 ft 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. rE R. to &(. i Sec. 1405.Ir' Flashing behind to add an additional layer of protection from water infiltration � ems= pta...„tEtdend"flashing i sg the + 2• a 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 HardiePlank® Lap Siding HardiePanel® Vertical Siding HardieShingle® Panels HardieSoffito Panels R E 4 `TIP it framing nadersare us c ,';Oraducts,..besuretheyarei attachment: to cantro/ Roofing Guns HardiePaank® Lap Siding HardiePanel®Vertical Siding HardieShingle® Panels Finish Guns HardieTrim° 5/4, 474 Boards HardieTrim®Batten Boards r m 11 PART TWO: CHAPTER 7 FAIR HOUSING ACT DESIGN MANUAL one 30" X 48" clear floor CLEAR FLOOR SPACE AT clear floor space spaces adjoining R. mrxESs COOICTOPS9 AND SONKS at each fixture accessible route and appliance (not into kitchen Unless knee space is provided, space to execute a required at sink if parallel approach must be provided at ranges, base cabinets are removable) cooktops, and sinks. The clear floor space in this parallel orientation allows the wheelchair user to make a close side approach permitting safer and easier reach to controls and cooking surfaces. A I� forward approach, on the other hand, is difficult I T and unsafe, especially when controls are located at I 10 the back, because it requires seated users to lean 0 OO forward over their feet and knees to reach not only ° hot pots and pans but the controls as well. See -- pages 7.11 through 7.16 for required clear floor / space at cooktop or sink when knee space is p rovided. Overlapping Clear Floor_Spaces and Accessible Route Provide Maneuvering Space user pulls parallel to 7.4 Space for Parallel Approach Required at Range and Cooktop clear floor space for a parallel approach must be centered on fixture centerline of clear floor space r t centerline of range C �a0 Y'A C7� C e �r For small penetrations such as wires, electrical conduit, Sheathir and pipes less than 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. z "" AIRCONDl1(ONERS �SERVtCEPANELS;-ANG OTHER WaLV OUNTED DEVICES 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 V 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 instal to isolate the trim or siding from the mortar or masonry. Trim -L O IOOie NcuV NYYIp J � rtcc � ww.a HUNTINGTON BEACH, CA 92649 714-292.2602 714-008.1815 FAX PROJECT: RID-2577.15 JAMES HARDIE BUILDING PRODUCTS. INC. 1.808-542.7343 1en,1nP,�jameshardte.cdm DESIGN WIND LOAD PROCEDURES: FIb&-cvmem stela banbVafaR:load .Gipaehy (wind lead MWIV) is determined via wmpr; q testing lotrnnsw,,, load nm'4+m test stendasds. V a the transverse been testing on aarmable design lead is deteaNne! Eased ona laaor of safely of 3 appibdto Me ul irnaie lest lord. Kura the allwmble desga bad Is bawd on facer of safety of 3, aaevlallo design leads on fibers omen sag correla:e dlectiy to requved desgn pMSWrer for Allowable Stress Design and Nefe.M should be Used win C413hnNion loadelg equations IT 411600bNo Stress Design 06D). By usurp tin combination Wadog equath ns for Ntovtable SUM Design (ASO), the tasted aeowaele design leads for fiber'-coment siding ane a4md.yin use wind sP6ed toqudemef hl In A:CE 7-10 Figure 26.5.1A. Rawls 28.8.1B, and Halite 26.5.1C. For INS analysis, to wlallate Die pressures In Tables 4, 5; and C the bad combination vra be 41 accordan;n_WAn ASCE 7.1a Section 2A com0(ning nominal roads uslm-aliowab'e sbass design, load cmMinalnn 7. Load minbinaton 71aes a tmdiacdol U.B apps'ed to tin lren veWrity Pressuro Equation 1, q-0.00260'K,-Kg K -Va (Rf. ASCE 740 equbbin 30.3.1) q, , vebaly Pressure &116914 z - K, , velocity, pro -we ayposure coef6oem evaluated W heighl, s Ka . tgpograptvcfacto7 I(r , vied da8C1iW101dy factor V 'bast W`ed Equation 2, vw;, (W 2012 ISC &2014 FBC Sefton 1602.1 de02'"lil V,,., u0fmalm design wind epeads (3second gust MPH) Se &Mt*d from 12012 IOC. 20$4 FOCI Figrnes 1609A. 0. or C: ASCE AtO Fglaes 26.S.IA. 'B. or C Equation 1. p=q,y DCe) Imt. ASCE 7.10 equation 30 &]) GC, , product of oxiar¢n Petswe cooracieni'am gua4effect factor ' GCn i Defend of aKomal tvpeaurdoceffeumt and goof egeH faidaf 'a ,P . design pressrna (PS9 for sing (atluvable design Wad for ruling) j' •emane design pressui. subsuh#e q,.Mhr Elawetlon J. _ Juba, p-O.00258M1r,'Kv'1(rV,a-(GCdGC,.) AOoe"We Streas Design, ASCE MO Sewn 2.4. 1, load cembbapoa 7, Equation S. OSD - O.6W fmt ASCE 7-10 MC06n 24, f, Wad cpmbnaual 7J 0 . lend lead w,, van4 acid Ilmd duo to unnd pressure) To dotarmhe thetllbwabte Shoss Design Pmssure, aApy die two facmrlarW 60.1al hum Egwlib. 4 top fdES'gd preseure) derermoledbam equaSon4 Equation 6, P.e=0.6gp) ' Equation?, p„a=60'(O:OB236•K�tCa•1Sa'V,e'•;OCa CCJj EgmOm 7 is used to populate Table f, 5, Rod S, To deiveme the altwabfer uhtmate bast wind speed Tar Hardie.Sidogin Tab'a 7. calm Equaran,71or V,,. Equation 8,. V„v=(P-a47.8.000ZWX.'(e'K,'(GC,-GCd3 App6CabAe to m irtods sj%WddM Encepboln I Mmoph:3 oI J201210C. 204'FBC)Secbbn7094. f„ la delemem Me allowable nononal design wind speed fVasd) forHerdie Siding In Table 7, appfyfhe Cwvmkn fdmnu(.t Oelrnv,' Equation 8. V. a V. •-..(1) Of s (M. 2012 BC S 2014 FEC Section ldj�FJA1'eeel/tee V-.! Non nsld9spn'vMd Speed (3-secoM,gust mptf) (rai 2612ISC& 2014 FBC SectlF�llnt'na{%{�GAWq Table.3, Coolgcionle and Constant used in Deform ining V and P. i111 �` •• A F�N.Q % K, _ Hcghi _ -Eep'B __- ExPC - E*D_ CC - OAS 0.7 0,95 1:03. 0S60 1 0.85- 0.18 20 0.7 0.9 u08 T Oss. 0.18 25 0.1 .0.04 1.12 1' _ 0.85 CAR '30 - 0.7' . - 0.96 1.16 t 0.85 FIC4 0.18 35 0.73 1.01 - 1.19 1 HE 0.1840 0.7U 1.04 1.22 / 0.85 0,18 s5 0.785 1.085 L245 1• 0,85 Ole 60asl 1.09 127, 1 0.95 0.18 55 0.03 F.ti' 1'.29 1 0.86 Oa8 60. 0.85 1.13 of 1 .CBS too 1 0.99 128 - 143 N60 I i 1 0,85 -i.8 0.18 NAV mwa rxvvnvvm a! ncc .++a HUNTINGTON BEACH, CA 92649 714-292.2602 714.9084815 FAX PROJECT: R10.2577.15 JAMES HARDIE BUILDING PRODUCTS. INC. 1.886-542-7343 l y�fq�jameshDrdle.cOm • r Tebla.i, Alltwrable Stmea 0"lan • Component andClulding (C&C) Prasauree (PSF) m be Resisted al Varlous Wind Bpeede imt Eapomum Cata0ory 8 Wmd Speed.(3- su%vo 1W) 100 105 110 11b- - 1" 130, 140. 150 150 170 ISO IN 2W 210 H' 81 B 8 s 8 8 :8 -8. a- e 8 8 e B 9' 5 - 4A -15.9 AT5' ' •19.1 •20A -24.4' .3' -32.5 - 0 •+1.7 -46.8 -52.1 -57.8 -633 •1AA - &9 A .5 SI&1 -2D2 - 44 .2112 323' 3 00' •41T T48.8 •5E1 •578. .83.7 26 -14:4 " _15.9' -17.5 .19.1 -20.9 -24.4 -28.3 -325 413 -40.9 -521 57.8. -W.7 30.14.4 -15.9 -1L5 -19.1 - �20.0 •28.3 3 37.0 1l,T -16.8 2d 'SL0 53,7 35 -1 -1 - -1 .8 -1 2 -19. 1.1.7 -25:A •2&5 3A9 -38,5 -43.% -s8.8 • ,A -b0;2 .4 10 .15.7 aA -19.0 i2g7. 8. -28,5 'M_ 39.3 -40.1 -053 50.8 -WA .627 •69A 45 .1&2 47.9' 49.0 -21.4 ;23.3 47.4 •31.7 :10,4 - -4 f.5 . •45.8 -52.5 •58.5 -04.8 -71,4 50 -t9.7 -18A. -20.2 -22.1 -24.1 -28.2, -32.7 •37.6 •42.8� a8.3 54:1 -80J -88,8 -73.7 53 1 •17.1 1 •18.9 11 -2g.7. -22.& -.-24,7 -28,8 --33.8. AS ,43.8 :49.5. .•655 -BIB -85.0 .75. 100 •2 .6 -2&2 - 1.0 . -W -4 .3 1 •50:2 I 51.0 E ,b 44.0 . - .9 - - :4 •l0$4 - I2. Table 8, Allowable Strome Design - Component and Cladding (W) Preesums:(PSF) to be Res613d at Varioum Mile Speeds- Wind Espowro Category C. Wral Speed (3- "coM gtist) _ 100 105. t10. 115. 120 140 150 IN t70 ISO I 200 210 FIW (16 C - C C C C' C 6 C C C C C 0�15- •17.5 . •19.3- -21. -232 .25.2 34:4 -39S -a4.9 -.501 -50.8 .633 -10.1 "-77,3- 20 . .1&6 .20.5' -225 --9.6 -28.7 38.4 - -Q.B -47.5. •53. 2 57.0 -74;3 A1.9 25 '•19.4 -21.{ -23.5 -2&e -27,9 8f1 •b3& -00,0 -59.0 -87:a -77.a -86.5 30 -201 -77.3 -24.5. .26.7 •29.1 J�324_m'a 39.6 45.5 51.8 58.4 -60.5 -73A •80.9 •09.235A0.840 -21.5 •23.7 •20.0 -204 .9 420 48.3 54,9 -62.0 -69.5 -77,4 -85.0 -94.841 -22. -24.2 •20-0 •29.f 1.6 13.1 49.4 58: 4535 =71,2 79.50 -225 -248 - .2 -22.7 -32,4 {.1 .50.0 --57.0 -65.0 -729 -612 -099 •1792 7 310 --4-08 :51. 58. •662 -742 -827 -97, -IDI.a -•100 • 2:6 35. .4 1 .8 •610 • 3.3 4-' ,f -10.5 -117.0 -1309 1•i .0 TaWo 6. Allowabls She.. Nolan - Component and Cladding (CSCI'Piesaums IPSFI to bW ReslatedalVadou's Wind Spends -Wind Esooeum Categoni 0. •d Speed{} sand ust f00 to116�.. 179 .. 120- 930 . 140 150- AN1J0 780 190 2Z0 210 " 1 1e qi. i - 1 0 0,. a- D 0 D 0 D 0 D 0 - D D CAS - 1.2 A :231 9t1 41Z dT.9 .54A 1.4 9 :78T -85 •03.7 20 -22.3 -.74.6 .27. •28.5 WTI- -43:7 .50.1 -57.0 54.4 -72.2 -80.4 -89-1 .98.2 3 -23.1 5 -20.0 30.. 33.3 .0 -45.3.. 325 .I .8. -r4. 4 • ,n •Iota - 30 419 •-264 -29.0: 31.8 34,5 '-W.6 ,�18.9 538 -81.3 59.2. -17:5 5 &4 -95.7 -105.5 3 -24.5 =27.1 -2 .7 -323- -35.3 . 41.5 48.1 -35-2 4S2H 770.9 -79.5 58.a -98.2 •108.3 MST—• 7:7 304' .7 - 7.5 A 3' $4A - 22.7 31,5 -90.9 d007 711.0. 45 -25.7 -28.3 -31A 34.0• - -37.0 -43.4 -b&3 •57.8 -05.7 ad.2 53.2 '-927 -702.7 +113.3 50 -20.2 .29.9 •31.7 34.6. -37.7 -H,3 +51:3 S8.9 7A 45.7 -84. •94. -•I04.a At6.5 5 •26. .29.3 1 .2 36.3 45.0. 52.2 30.9 76 .i&9 -88.2 -98.1 -I .4 -I1..4 _ -_ - - 52.... Y. .0 I -100.8 I- 19.8 -133.4 •lal. -1 .0 Tables A, 6. and 6 are based on ASCE 7.10 and consistent will the 201218C. 20121RC and Om 2014 Fladda Suedafg Code. n f B HUNTINGTON.BEACH. CA52649 714-2a2-2602 714.966.1815 FAX PROJECT:R10.257746 JAMES HAROIE BUILDING PRODUCTS, Mr, 1-M-542 7343 ` intgei)-dmesnard>g.mm 7abie 7, AllomblO Wind Speed (mph) for HardlePlanki-op Peo us s N7del Faslon« Fesmw Frame AradW TArc%befbxt m) Toe Spmm, Type ilaaiaPfaMcl 5it6 15]6 1µ61, mI7/kftad II 12 ",67 ZO^9a.- �� x OHItd steN "la4x 5+16 (125 � screwed Raalln8, t2 lyatsrl+eaD' 'tp L"75P 7!{8•ihtt auewe' ..��.SwP`..,.. H dlePbnk j W16 ' 7.25 I',arar u l ,.oat dJ JT kV, 1 12 HarpieF!aNc ( St18 —� 7S ( s � I s'or WSPI ao+aQ I71 I. 12 Noy a x I. 2X4 wood Sr'8` wn9 x a 20 gs. 0.375'ti0. � sw HarcHPtanx 916 5 n. d "r"'d 6a "X 12 e va1«head to WSP 7116'tmek scmvs' WSP sheaUln9. r J, L 1 ' DO ���' No. 121 ASCE 7.10 ChapforJOC&C Part l and Part 3)Q -� mr2�4FBc 20121e0 ? � gfpTE A kAw bla.Uumale Des)n Woo, Speed. Allowable N«nsral DeSW. Wnd Spee4 �Q �''•. FCQRIdQ'. \'� ,} 13-sooend Oust mph) {, -s d gust MW ;80. Appb+IDs mmcNa4 spmoM"'[W= ipwi�ca i4 Exo9p:ms i 2014 FBLI SOOW ab91A:mdob nUY dbl 1201aa)C;:Ml4FSq Zola Et'd)5ersan 16M1.1 Fgdvsl$c%A'Awc Caenkienb-t�wdin Tabhe CIICYIaeellmt«e,. fcldexppawn oat Wald 9YpbwYa G]tagp Shale if. hzwaax ❑ D8!_TT 7 r 'L � HUNTINpTON'QER(.'H, G/1928dF 714-292-2602 Q BEP Blue Barrier BEP Blue Barrier Installation and Application Guide BEP Blue Barrier is a system ofseamless 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�220O Blue Barrier Joint F Bluellarner iqm 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 BarrieValfit 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 t d framing material should also be cleaned and all sheathing and framing should be insproperly 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 % of a fch 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. l 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 th ening is now ready for installation. Install the window and/or door wi ead of BEP Blue Barrier Joint Filler behind the flange. (If the installation is not on the sam!,Oaf,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 andafKir the required inspection, the installer must clean and scuff the nail/installation fin and the portion of a axed 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 ng 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 Trademark of �_«•� Revision: October 1, 2013 Pagel of 5 BEP Blue Barrier 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/a 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 Revision: October 1, 2013 Trademark of Page 2 of 5 POIYWail Product Data Sheet BUILDING SOLUTIONS Description Poly Wall Blue BarrierTM 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 Barrieff 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/Providessuperior 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 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/B"-16hrs. Note: Cure rates will vary based upon the relative humidity of the application environment. VOC Content <30g/ liter Application Methods Use sausage gun with applicable tip to achieve desired bead of material. When bonding to surfaces, ensure the surface is Dilution and Mixing clean from dust and debris. When applying joint Filler to Apply as packaged. Do not dilute or alter. other Poly Wall Blue Barrier Products, the initial product must be cleanedwith approved solvencand brough[ back to - tacky. Surface temperatures must be between 330F-100°F. Product Color Blue Approved Solvents Mineral Spirits Denatured Alcohol Methyl Acetate (VOC Exempt) VM&P Blue Barrier joint Filler www.poly-wall.com Pg 1 is a trademark of Polrduard' ��.E {BEP f �_i Blue Barrj 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. BEP Blue Barrier is a Trademark of Diagram # 3 www.BEPproducts.com Revision: October 1, 2013 Page 3 of 5 Florida Building Code Online r r 2116/18, 9:01 AM r ,. y + w r: �; ♦ y•'a da q'^v✓6' � +�r6.y- pler110AarPA0.T19cut DF T�?�'A ^� n'"; ,• , 5. Buine�s &Professional Regrufation°: ` ;, , F _ &:J��1! 7i'-•- - - -. tP'-+'.f_na AA+. .;L , .a9PkH0IP; . vtn' a Dlvretoxs ,�wlatar:ee _ bpa \�jJ r �/ Product Approval pp gt USER: Public User 1=1 Produa Artoroyal Menu > Product or Aoolicauon Search > Aoollcatlon List > Application Detail FL # FL4092-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer l C'� ustOm Wf� nd^o Systems Inc. Address/Phone/Email �90ff'SW 44thh venues Ocala, FL 34474 (352) 368-6922 Ext 245 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 Ext 291 jlathrop@cws.cc - Quality Assurance Representative Arturo Monteverde Address/Phone/Email 1900 SW 44th Ave Ocala, FL 34474 (352)368-6922 Ext 221 amonteverde@cws.cc Category Windows Subcategory Horizontal Slider Compliance Method - Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ..; Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lucas A. Turner the-Evaluatlon Report Florida License PE-58201 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 07/21/2020 - — Validated By Steven M. Unch, PE 7- Validation Checklist - Hardcopy Received /l Certificate of Independence FL4092_R8CCQI-EvalRegort223E.pd( • Referenced Standard and Year (of Standard) Standard https:/Iflorldabuilding.org/pr/pr_app dti.aspx?param=wGEVXQwtDquz931%2b4g5faOOzM2M4GTnBAwwDnjlGdlo%3d Year Page 1 of 3 Florida Building Code Online r t / e • Equivalence of Product Standards ` Certified By Sections from the Code AAMA/WDMA/CSA 101/I.5.2/A440-05 AAMA/WDMA/CSA 101/I.S.2/A440-08 PA TAS 202 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 Summary of Productsru.. 2116/18, 9:01 AM 2005 2008 1994 FL # Model, Number or Name Des -ptl.�•�- 4092.1 HS-8200 200 Vinyl Flange and Fin orizontal Sliding Window a ion n cat Approved for use m li Z: L4F 092 RS LQW_$ 340E odf 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 FLFF 9 _98_AE_EvalReport340E.Ddf 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 HS-8200 Vinyl Flange/Fin Horizontal Sliding Window Limits of Use Installation Instructions Approved for use in HVHZ: No FL4092_R-tI_SLCWS-223E p4f 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 R _AE EVaalR Dort223E.odf DP 40 PSF. Glass conforms to ASTM E1300-04. Created by Independent Third Party: Yes J _ 4092.3 HS-8200 HS-8200 PVC Horizontal Slider, OX or XO. Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL 04 22_R�aLCWS-486C.odf 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". LF 4g93_gQ_AE_F�ar 1REnort486C odf See Installation drawings for Design Pressure. Glass complies Created by Independent Third Party: Yes with ASTM E1300-04. Oack Meat - -- - - - - Condct Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an ANEW employer. Coovdaht 2007-2013 State of Florida.:: Pdvacv Statement :: Accessibility Statement :: Refund ta[ m nt " 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: https:llfloridabuilding.orgiprlpr app_dtl.aspx?param=wGEVXQwtDquz931%2b4g5fa0OzM2M4GTnBAwwDnjiGdio%3d Page 2 of 3 f IUn IZ_UIV I ML OLILJCPT - IVVI (SHOWN w/DIFFERENT OPTION 126 7H MA)(. OVERALL FLANGE WIDTH 125 "' MAX UNR WIDTH 50' 32$v GLASS DLO rGLASS DLO D w 1/4' VUL IVERALL LANGE IEIGHT MAX 51316_UNIT x 0 �( HEIGHT OLOSS ' 58 91b_ MAX SASH HEIGHr � F -- 351111T F fJ p E MAX. I e SASH WIDHT I 55 V4' MAX OVERALL FLANGE WIDTH Se MAX UNIT WIDTH 23 311 GLASS OLD A CLASS DLO DLO g31M' MAX. 56911y OVERALL MAX HEIGFLANHT HEIGHT B y O B GLASS 1. 55 v4• /� DLO UNX' GLASS UNIT MID� HEIGHT C. 1 C r 26 MAX SASH WIDTH TABLE OF CONTENTS GENERAL NOTES & ELEVATIONS....1 GLAZING DETAILS......... ......... ...... ......2 COMPARATIVE ANALYSIS.............:....3 SECTION VIEWS & ALT. FRAME.....45 EXTRUSIONS & B.O.M........ ........_..... 6 ANCHOR SCHEDULE & NOTES .......... 7 INSTALLATION DETAILS .....................& I I -1 -IMPA1�,1p /L GENERALNOTES: (///(fff,000/,,Q,,�(,,,,�\L'9 ,�/G CT 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED —N S Ll/ �) TO COMPLY WITH THE FLORIDA BUILDING CODE (FBC), CURRENT EDITION, 1900 SW 44TH AVE. OCALA, FLORIDA 34474 2. GLAZING OPTIONS: (SEE SHEET 2) WW W.CWS.CC 3. CONFIGURATION OX','XO'. XOX'. 8200 PVC 4. DESIGN PRESSURE RATING (SEE SHEET 3): -NEGATIVE DESIGN LOADS BASED ON. TESTED PRESSURE AND HORZ. SLIDER GLASS TABLES ASTM E-130D &01N9. NON -IMPACT -POSITIVE DESIGN LOADS BASED ON, TESTED PRESSURE, WATER INFILTRATION TEST PRESSURE AND GLASS TABLES ASTM E-1300-04e01/09. < z 3 <Z3 5.ANCHORAGE: THE 3317J% STRESS INCREASE HAS NOT BEEN USED NWoO g IN THE DESIGN OFTHIS PRODUCT. SEE SHEET FOR ANCHOR w Z O? ¢-- t C DETAILS. WINDLOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD 0 ¢w3z 0033= e fi51/d• ANCHOR CALCULATIONS, �zmE<¢iup0 0 GLASS 00 olod<<.mo g DLO E NOT APPROVED FOR IMPACT RESISTANCE. IMPACT PROTECTIVE I SYSTEM IS REQUIRED IN WIND BORNE DEBRIS REGION, Z OOD v S U N 7. ALL FRAMES AND VENTS FULLY WELDED. SMALL JOINT SEAM SEALANT f<O w��O_ USED AT FIXED MEETING RAIL AND JAMB < ¢¢F)j 302 oommolow 8.SERIES/ MODEL DESIGNATION HS-8200. E zww ¢JONy 0. wr0 aXQ. E 9. THE DESIGNATION X AND 0 STAND FOR THE FOLLOWING: w¢ F a Q; w X = OPERABLE SASH, 0 = FIXED SASH � 10-LOCCAATIOON LLOUTS APPLY TO ALL ELEVATIONS IN ASIMILAR . ,";;DREW it. EXTERNAL WEEP SLOT=1/4's 1' LOCATED 6' FROM BOTH ENDS. `% 'Ne 58201 "tFq. % =roe ea3 :9d;- STATE OF l�1V� F Lucas 'ryTFs,�OR:Or;G�a�.° Turner Aqs/ONAl Epr`� 2017-08-30 •'I'mo P 17:13+20:00 z� 8/28/2017 LUCAS A. TURNER, P.E. )(} FL PE A 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PH. 941.380-1574 SHEETSORIPTIOm. GENERAL NOTES AND ELEVATIONS CONFIG. MAX. UNIT SIZE DESIGN PRESSURE RATING IMPACT RATING XO 54" x 62" SEE COMPARATIVE ANALYSIS I CHART, SHEET NONE XOX 1/4 1/2 1/41 125-5/8" x 62" 1 NONE 0 01 D, AAJ I7/01/08 OREV CWS-340 E SHEET 1:33.33 1 1OF8 I rlS��(�ni61�1({1j�(�U WINDOW SYSTEMS ffl 1900 SW 44TH AVE. OCALA, FLORIDA 34474 W W W.CWS.CC 8200 PVC HORZ. SLIDER iNON -IMPACT = z 3 ago a-8 ¢�2W � aw3>O¢3m u z 22o<Ww fw 'oOo ]B' OVERALL )B' OVERALL )B' OVERALL TV OVERALL m O a t2-m a 2'owzmQq 1B' ANNEALED 3tl 6' ANNEALED 1B" TEMPERED 3116' TEMPERED < ' 2 O � ZQ O LL U SIB° AIRSPACE 12' AIRSPACE 5IB° AIRSPACE 12' AIRSPACE ¢ Q>' r t-t Z IV ANNEALED I 11fi'ANNEALED 1B'TEMPERED 3116'TEMPERED OO¢ypw w Q Z(/1W OJNH SIKAFLE%5520R PURFECT GLAZEN fi 552 ORSIKAFLEX5S20R 6 SIKAFLE%552GR p wr0 PURFECT GLAZE-W PIIRFECTGLAZETP PURFECT GLAZE'W ¢� F d Q3tl 1l2"GLASSBITE tl2"GLASS BITE 12'GLASS BITE 12•GLASS BITE ��','��,y PGENS'`tGr 5=01 A+ 9 LI 9 9 IFI��I y9i STATE OF :BLz �y BIO'�A, �NAp GLASS TYPE GLASS TYPE B GLASS TYPE C GLASS TYPE D � zz 8/28/2017 WCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT. FL 34288 PH. 941,390-1574 SXEEi utscAlff ¢ GLAZING DETAILS 9 6 DA E AAJ 07/01/08 UWG CWS-340 E SHEET 1:1 1 20F8 UNIT' UNIT WIDTH (N8 U HEIGHT (N) 29.5. 31.5 35I5 39.5 41.5 43.5 51.5 54 17.875 +45 / -67.5 +45 / -67.5 +45 / 467.5 +45 / -67.5 +451-67.5 +45 / -67.5 +45 /-61.9 +451-54.6 +45 / -50.8 29.5 +45/-67.5 +45/-67.5 +45/167.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-58.2 +451-49.5 +451-45 31.5 +451-67.5 +45/-67.5 +45/167.5 +45/-67.5 +45/-67.5 +45/-67.5 +45/-58.2 +45/-49.5 +45/-45 35.5 +451-67.5 +45/-67.5 +45/-67.5 +45/-67.5 +451-67.5 +45/-67.5 +45/-58.2 +45/49.5 +451-45 39.5 +45/-67.5 +45/-67.5 +45/;67.5 +45/-67.5 +451-67.5 +45/-67.5 +45/-58.2 +451-49.5 +451-45 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 +451-67.5 +451-67.5 +45/-67.5 +45/-58.2 +45/49.5 +45/-45 49 1+451-67.5 W5/-67.5 +45/ 67.5 +451-67.5 +45/-67.5 +45/-67.5 +45/-45 51.5 +45/-67.5 WS/-67.5 +5 /-67.5 +451-67.5 +45/-67.5 +45/-66.7 45/-49.5+45/-45 53.5 +45/-67.5 +45/-67.5 +45/;67.5 +45/-67.5 +451-65.9 +45/-63.6 M+4451-49.5 45/-49.5+45/-45 55.5 +451-67.5 +45/-67.5 W5/=67.5 +45/-65.4 +45/-629 +45/-60.7 45/-49.5+45/-45 59.5 +-05/-67.5 +45 /-67.5 +45/;65.6 +45/-60.1 +45/-57.8 +45 /-55.7 +45/-49.1 +45/-45 62 +45/-67.5 +45/-67.5 +45, 162.5 +45/-57.2 +45/55 +45/-53 +45/-46.6 WS/-45 o NOTES: 1. IF SIZE INTENDED IS NOT SHOWN, USE NEXT LARGER SIZE 2. AI-L XOX UNITS MUST USE EITHER GLASS TYPE S OR TYPS D ONLY. 1900 SW 44TH AVE. OCALA, FLORIDA M474 WWW.CWB.CC 8200 PVC HORZ. SLIDER NON -IMPACT a az3 <wow w zoz m?1 0 am3>O¢3m TL zw zr3�x z U ZZ O Or00a¢00 UOgy m6 VAOZOB- au2 ¢W¢P-ra i'OaM0 wot32zoQ�Ho a'rz'wmO�D�>.-000 m 4p+4m orgy `,pPPpOREW� i�q�r I •��DENR *4r I %'9:- STATE of j,&U y�,Fs';-t p p 1pP OVt�P �4.6.�/ONAI Etas I z;:L 8CW2017 LUCAS A. TURNER, P.E. FL PE # 58201 1239 JABARA AVE. NORTH PORT, FL 34288 PK 941-380-1574 3 EET DESCRIPTIONI COMPARATIVE ANALYS IRA BY OAIE:- AAJ 07/01/08 Dwcr R V CWS-340 E SHEET 1:1 30FA 0 a M2 Ay Z_ z m m5 z� m n 0 m2 0 m f 0 T O C ... �Nd + ('h, PROPRIETARY AND CONFIDENTIAL �0" gyo THE INFORMATION CONTAINED IN m X-=- m D �0 • t., `�4 o o 1 �y��D .�yr�>, fO u THIS DRAWING IS THE SOLE ?�N) 0O: °i xG o d m g9mati mama Y�Dma �.( =z?O y m � o �1 'T v �" F xj �^= " ar•o O o y'atR y 'T PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PARTOR ASA p TA 9 �r < 50 0ai n� m �m m 4 y yir Dom o>mfn Y'��/,y'•.��� WHOLEWRHOUTTHE WRITTEN PERMISSION OF CUSTOM WINDOW > �m & ro� m m m �oE R•'\\'d; �� SYSTEMS, INC IS PROHIBITED. m I , IN tHIUHI SECTION VIEW D-D ITEMS NOT SHOWN FOR CLARITY: 20, 25. 27, 34. 39, 40, 41, 48, 51, 52 ! N ERIOR1 0 SECTION VIEW F-F ALTERNATE FIN FRAME C 19M SW 44TH AVE. OCALA, FLOP IDA 34474 WWW.CWSCC 8200 PVC HORZ. SLIDER NON -IMPACT a z 3 Qz3 NWDO QFO W 20Z ¢t2= o Qm->o¢3m �-m 2 Z2`iQQW 0 <m'OO O Z-OZZF.Jy Q 12UN ZOuU -LLWO > Z <Or�tO- Z Q ppl>->JiO� ¢NOWNW 6 ZZd 6_ONN 2 S~2 W 6p a r a Q3w z� BOB/2017 LUCAS A. TURNER, P.E. FL PE k 58201 1239 JABARA AVE. NORTH PORT, FL M288 PH. 941,380-1574 iEET DEKRi SECTION VIEWS XOX aa7 r-- AAJ 07/01/08 a, JPEV CWS-340 E SHEET 12 5OF8 12 MAX O C. 0 SASH 6• MAX MP.) 6• MAX (TYR) 16' MAX O.C. (TY'P.) ( MA%O.C. (TYP.) ANCHOR 0 MIDSPAN (TYP.) Ai 4' 4' I 3) E 15MAX XYP 9AXED6• M SEENOTE2 6MAX. IX INSTALLATION ANCHOR (TYP.) 0 MAN O ( YP) NCHOR LAYOUT - (FLANGE) i 4• MA)( 4" MAX B• MAJ (IYA ANCHOR LAYOUT - (FIN) (TYP.) ai© ANCHOR LAYOUT -(FLANGE) ANCHOR LAYOUT - (FIN) 19W SW 44TH AVE. OCALA, FLORIDA 344M WWW.CWS.CC 8200 PVC HORZ. SLIDER NON -IMPACT a F z 3 az3 ❑ o wwoo w B zoz =--L aN;aoa3m u Zw z 3�i zx0a¢wp0 U ONOOdFx--I~/la ❑ z-��z�❑1A �ZU'00LL � woxoz ru o❑¢aioww Nw Owww z- a a r101- am¢ W3wN NOTES: I•'1H11`1'^ 1. INSTALL ONE ANCHOR AT EACH INSTALLATION LOCATION. SILL ANCHOR SPACING SAME AS HEAD. y 2. SHIM AS REOAT EACH INSTALLATION ANCHOR USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1/16• IS PRESENT. LOAD BEARING SHIMS SHALL BE fx CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. WOOD SHIMS ARE NOT ALLOWED. 1 8/28/2017 3. ANCHOR TYPE. SIZE. SPACING AND EMBEDMENT SHALL BE AS SPECIFIED IN THESE DRAWINGS, SEE TABLE 1. SHEET B. LUCAS A. TURNER, P.E. 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 FL PE C 58201 BE PROTECTED TO PREVENT REACTION. I 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 PH. 941-380-1574 SPECIFIED IN TABLE 1, SHEET S. I ne De BwrgN. 6. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE BEYOND WALL DRESSING OR STUCCO. FOR CONORETEICMU OPENINGS, EMBEDMENT SHALL BE BEYOND WOOD BUCKS. IF USED, INTO SUBSTRATE -1X BUCKS ARE OPTIONAL. ANCHOR SCHEDULE NOTES 7. A MINIMUM CENTER -TO -CENTER SPACING SHALL BE MAINTAINED BETWEEN ALL FASTENERS: 3" FOR MASONRY, 1" FOR WOOD AND METAL. Linp N r. �qiE.-- 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 t 7/01/08 SUBSTRATES SHALL MEET THE MINIMUM STRENGTH REQUIREMENTS AS SHOWN IN TABLEI. SHEET B. CONCRETE AND MASONRY SUBSTRATES MAY NOT BE CRACKED. ow x9. SEALING AND FLASHING STRATEGIES FOR OVERALL WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS FOLLOWING THE CURRENT VERSION OF THE REFERENCE DOCUMENTS: S-340E FMA/AAMA 100(FIN WINDOWS), FMA/AAMA200(FLANGE WINDOWS), FMAAVDMA 250(BOX WINDOWS), FMA/AAMAMlDMA 300(EXTERIOR DOORS) a SHEET i 1:40 70F8 TYPICAL HEAD ANCHORAGE SUBSTRATE BY OTHER SEE TABLE 1 PERIMETER SEALANT - BY INSTALLER INSIDE AND OUT SEALANT BEHIND FLANGE BY INSTALLER SEALANT BEHIND FLANGE BY INSTALLER PERIMETERSEALANT- BY INSTALLER INSIDEANDOUT 114' MAX. SHIM MAX SHIM INSTALLATION SEE TABLE 1 B HORIZONTAL SECTION B rypIGAL JAMB ANCHORAGE TABLEI: APPROVED INSTALLATION FASTENERS FRAME TYPE SUBSTRATE TYPE ANCHOR TYPE MIN. EMBEDMENT MIN. EDGE DIST. FLANGE CONCRETE(ZO KSI MN) W16"IIW TAPOON 1.1/2" 1.118, FLANG GROUT-FLLED CMU(117 POE MIN.) 3/16'RW TAPCON 1' 2" LANGE CONCRETE (Z85XS IRA H.TL .,Yway w- FLANGE GROUFFILLED CMU (ASTM C-90) 3116"£LCO ULTRACON MIN, LANGE - I6" IA�7�yAA P EL�ULTRAWN `� Z18'..Aeel FLANGE 2XMIN. SOUTHERN PINE I6=0.55) #10 WOOD SCREW 1-318" 71V FLANGE 16 GAUGE(0.060') MIN. STEEL STUD (33 KSI YIELD MIN) 010-16 HILTI KWIK-FLEX OR NW TEKS SELF -DRILLING SCREW FULLTHREAD THRU 0.060' 7116 FLANGE 1/B'ALUM. (6063-TS MIN.)OR 1/6" STEEL(33 KS I MINI #10 GRADE 5 SELF-TAPPINGI GRILLING SCREW FULLTHREAD THRU 0.125" 7/IB" FW 2XMIN.S0U7HERNPINE(G=0.55) AB WOAD SCREW 1-0YZ" ]/16' SEE TABLE MIN. EDGE DIST.91NUAUA�ONANCHOR TE RS 1900SW44THAVE. WWWCWB.CCA 34474 114'MAX. SHIMEI 8200 PVC HORZ. SLIDER LE INE� NON -IMPACT R SEALANT a Z z 3 <z 3: W 0 <F W O w INSTALLER ZOz mzt OUT a LL am3>Om3m r-w zl-3gs ION ANCHOR Z z z m¢ m W o o SEE TABLE O O OI-ob<"' ow"ll Fmm SEAANTBEHIND FIN SY INSTALLER z p(7n Do- C HCRIZONTALSECTION < ¢ I.-zooz -O Q30w-r0? 6 TYPICAL FIN ANCHORAGE Q¢>N�t2fl1 HEAD AND SILL SIMILAR FOR FIN INSTALLATION I6- W CE �Omh OW - mW Q mS2 a wI-m w3wm x a f 11 m a \\\1t\vnylllp E Al 58201 •Pt %4: crlrc nc i44i� O S LUCAS A. TURNER, P.E. A. TURN FLJA #58201 PERIMETER SEALANT 123H RAA BY INSTALLERV/// PORT. PAVE. NORTH PORT, FL 34288 INSIDEANDOUT ^� Lu' HORIZONTAL SECTION PH. 941-380-1574 ' v DOXFRAMEINSTALLA'f10N E_TDESCRIPT✓JN. HEAD AND SILL SIMILAR FOR BO%INSTALLATION INSTALLATION DETAILS FLANGE REMOVAL NOTE: PARTIALLY OR FULLY REMOVING THE FLANGE, UPTO AND INCLUDING A BOX -FRAME APPLICATION IS ACCEPTABLE PROVIDED: 0RA rver one: AAJ 07/01/OB -MIN.1/4'FILLET OF CONSTRUCTION -GRADE ADHESIVE CAULK IS APPLIED LY5'G I' R INSIDE AND OUT, FULL PERIMETER, BY INSTALLER. CWS-340 E - PRODUCT ANCHORAGE IS IN ACCORDANCE WITH REQUIREMENTS AS SHOWN FOR FLANGE WINDOWS. L SHEET 1:2 80F8 Florida Building Code Online 2/16/18, 9:30 AM `• ".. '. - , '. '_ - - -. - ^.• ., obey Mpnp ABDP'hBeF)!` RI DIYIb(Oj.9' COHGRDBAII ProductBCIS Horne L.9 1. WerRegIstration 1-10t`To�rcs S.b.it Surdnarge StaM & Fads Publications FBC SUff BCIS Site Map un1c; Search USER: Public Us.r ' "!Oda pr Comments Archived Product Manufacturer Eastern Metal Supprn Address/Phone/Email 4268 estro West Palm Beach, FL 33407 (800)432-2204 lrodriguez@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative \ Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Walter A. Tillit, Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. Validation Checklist = Hardcopy Received Certificate of Independence FL11968_R4 COT EASTERN METAL SUPPLY. INC DRAWING 17-098 CERTIFICATION OF INDEPENDENCE, PDF FL11968 94 COI_EASTERN METAL SUPPLY INC. DRAWING 17- 0095—CERTICATION OF INDEPENDENCE.PDF • FL11968 R4 COI_EASTERN METAL SUPPLY,—INC--DRAWING 17-096 CERTIFICATION OF INDEPENDENCE PD.F FL11968 R4 COI —EASTERN METAL SUPPLY2c INC _DRAWING 17- s( 094 CERTIFICATION OF INDEPENDENCE odf https://floridabuilding.orglpripr_app dtl.aspx?param=wGEVXQwtDgsxYleb4opODf7EcLXlecJx4yFEE18fMCsutultDWU4Tg%3d%3d Page 1 of 3 1. ASTOCLVRIWSNOWN RASPO CE MIN N£ 201] (61h EDRttW) OF NE aORN BU�B {BUIG 6pBE, ryry5 STORM PANE2 SHLL Ml BE WSTFLL£B Af NIGN VELO0IY NORPICNE 21TNE5 (MNMI-DAD£ / BROUANO COUMMST. f0R A IWND SPEED AS REOUIRED IBY THE JURFPOIL'110N N,HI£RE WESEESHU?ER5 wINEgTgNE FOpC�00.0EA,yD FOR A DQ CTIONALRY FACTOR Ka-aam USN6' AWE ]-fo T,R INSTAC .. UNDER l] fBC ANO YWL NOT E CCE0 THE A um (ASJL) DESTG P:BmURE INTWGS INLYCTEU ON SIIEEIS 5, IO NRLT I6. W ORDER TO DERBY NE A5OV£ CO .. ULTWAIE DESIGN IWND LOADS ET£RNWC4 PER ASCf ] SW RE FWST REDUCED TO ASO. DESIGN WIND 1OA05 B, MULRPLD Y/NTH£M.RY 06 IN ORDER l0 -10 i0 CONFAB£ THESE WJ W(ASO) DESIGN PRESSURE RARNGS INDICATED ON SHEETS 51 10 THRU 15. IN ORDER M 1'£RITY TINT COMPo.YEN$ ANO ANCHORS ON THIS RED. AS TESTED IYERE NOT OVER STRESSED. A JJL W DE W ALOWABL£ STRESS FOR WIND LOADS WAS ML USED W NCR N MS. A DURATION FACRM EO-,W 4fAS USED FOR VERIr TIDN 0' FASTENERS W WOO, STORM PANELS AD6WAGY F IMPACT AND FATIGUE RESISTANCE HAS BEEN VERB MD IN ACCORDANCE WMH SELiTON 1609.1.2 OF THE ABOVE MENTIONED CORE AS PER AB. REPORTS 1 I128.01-00 AND 10610.02-05, AS PER WPACT TLSITNG EOW,,,M IO ASBJ £-1996 STANDARD & ASTLI E JJO-W SOMOAND, UMNED TD INSTALLATKVJS WITHIN W'WO 2025 1. 2 & J AS DMWED BY ASN E-1996 SINTDARU 1 2. ALL ALUMINUM SHL£T MEUL PANELS SHALL NAVE 5052-HJ1 OR 3004-HJ4 ALLOY. J. ALL ALWINVM EYI MONS SH4LI. BE ALUMINUM ASSO'QAPOY M"-T6 AILOY & TEMPER LWaW ONERWSE NOTED. IL BY81ET1$ 4. ATO B£ SfAWLE55 STEEL J04 OR 316 0 SER/E5 OR CORR05T0/4 RESTSUM COATED CMRON STEEL AS PER DIN 50018 W/ SO As' W, T SNENGTJ! AND 90 Ae1 TENSILE STRENGTH & SHALL COAIFLY W/ FLORIC 8UA0NG CODE SECTION 241Q..J.4. i MIS TO BE ASTM A-307 CMLVA M SREL LM AU; J0A SERIES SWNE59 SIEO, W,, JS ti WAYBEO SIRLM-TN. 6. ANCHORS m WALL SNLL RE AS JgLLOAS (UNLESS ON MSE NOTED) (A) TO Ex IV PCUREO C0NI8:fE 1/1' 0 TAPCON AJKHORS AS MANUFACIMED W. aw.. aUl[ oa 1/4' 0 x 7/6' OIL(-W ANCJKJRS W ELCo mete & Fe,,e TANELMATE' AS MANUFAC M BY POWER FASIENER$. ING q,R ELCO CONSIRUCOQ•J PRDDKTS, RESPLCIRTLY. 1/4' 0 x J/4' AIL FONTS SOLN-SET µCYNRS AS 051RI6UTE0 BY ALL PoIMM SCREW. BOLT & SP£CMLTY CO.VPIJ.Y. ROES A 1) MWWW EMBEDMENT WID PWRED CONGRBTE OF TAFCLN µO ELM PANELMAT£ ANCHORS S 1 J14^, A2) ]/8' CALK 'IN ANCHORS Sh L BE ENRRELY EMBEDDED WRJ NE POURED CONGPE/E, ND EMB£ONENf INTO SIWW £HALL RE PERMRRO 1/4'0-10 SCREWS USED SHALL BE 1 1/2- LONG WNIMUM SHWED SW= M,,, AND I' MRJIWW FOR WALL$ WIN NO SRIC'LVO. AJ) MNIMCW EMBEDMENT OF 1/4'o A 3/4' ALL POAN SOLD -SET A!R'HORS SHALL RE 7/8' 1N10 NC PoUREB CONCRETE, NO EMBEDMENT W10 STUCCO SHALL BE PERMTTEO. 114. 0-20 ES MAW&C SCREW USED SHILL, BE 1 1/2' LONG MINIMUM SHOULD SNCCO DLSr, AND I - MWWUM FOR We l< WTN NO S A4) W EASE TINT PRECAST $NNE PRECAST COKRE-.E Pµ£L; M PAVERS BE FOUND ON NE EOSR O WAIL OR FLOOR. AVCNORS $H BE LONG ENOUp1 TO REACH THE MAW STBU RE BEHIND SWH PANELS: µCHq,ACE SHALL B- AS WD.'CTED ON NOTES A1) & A.2) ABOVE'. (B) l0 E45'lING COVCREl£ 8[OG( WALL - 1/4' 0 TAFGOIJ MINORS AS M NufacNRLD BY & BWLDM. Y 0 A ]/S' CLK_W ANCHORS E OR ELCO mole & Tem91a 7µELM4TF' A5 A(µUFALNRED BY POWER FAS/1' ALL INC. NO SE CONSTRW A, PQODVCIS, RESPECRVELY. - I/d' 0 x JJd' ALL P0N15 SOLO -SET µCTRMS AS OSTRBUTED BY A(L POINTS SCREW, BOU &SPECIALTY CONP.WY. NOTES 81) AfiNWUM EM80MENT OF TA W AND aW PANEU a ANCHORS NM CONCRETE B(DCX B2) 7/8' CALK -IN' ANCHORS SHALL BE E,nRELY EMBEDDED NM THE CONCRETE BLOOM UNIT. W EMBCDMENT OHO SNCCO S BE PMWr'M' 1/4'0-20 .,,(' `Rfl{S USED 9MLL BE 1 1/2 LONG )WRIMUM SHOULD SWMST, AND 1' Mll. U FOR YL , OM NO STUCCO, B]) MINWUM £MBEON£M OF 1/1 0 r 1/4- ALL POINT 10L -SET ANWIORS SNgLt BE 7/6- INTO THE CO.NLRET£ BLOCK. W EMBEDMENT /N STUCCO SHALL DE P£RMIFT£D. 1/" 0-20 E5. M HNE SCREW WED SNAL RE 1 1/2' LONG ABNWUN SHOULD STUCCO MIS), AND 1' AONWUM FOR WALLS WPIH NO STUCCO. BA) IN CASE THAT ➢,£UST $TONE OR PRECAST CONCRETE yµE,,S RE FOUND ON NE E(SONO YdAL1. ANCHORS SNlil RE WNG ENO" TO REACH WE AWN STAWTURE BMW SUCH PANEL,. ANON,AGE SHALL BE AS INDICTED ON NOES N 0.1) AND B.2) AB014 (C) ANCHORS SHALL BE WSE4LED EOUO TNG Aft OF NE R2OAIMfNCROVS AND SPECBICATNNS OF NE ANCHORS MANUFACNRER. ]. Pµ£LS ANY ALSO BE JN$N IFO HOROOMALLY MLLOWWG INSEAL(ARON DETNLS 5HOIYN ON 5EC00NS 1 THW 9 (SHEET J & 5 0 15) E'LCBPT NAT HEADERS 2 J & d $LNLL NOT BE USER, 8. R SHALL 6E l RESPONSIBIUTY OF WE CONTRACTOR TO 1£RL Y THE WOO,,,, OF RIE 5,,CWRE YA{ SKMT IS W BE !<NN4S ATGCHED TO WBLWE PROPER ANCHORAGE TH5 SFINTER SHALL ONLY RE ATTACHED TO CONCRETE, &OCK OR VOOD FRANf BU 9. WE 1NSTALLARON CCNIWCTOR 15 TO SEV,/ " ALL SNIITMR COMPONENT EDGES WHICH REMNN IN CONINUDLS CONTACT WIN NE UMMNG TO PREVENT HIVAO,BNN INTRUSON my AAA SEAL SHUTTER TRACKS ALL M'OUNO Fl f N. TO (e) MS P.E.O. PREPARED BY MS RNDINEER S GENERIC µ0 OOED NOT PBOVO£ /NFORMg80N FDR A SITE SPELYFN PROJECT; L9. YMERE NE SITE CON&DONS DEM7 FROM WE P.E.D. (a) COMPACTOR TO BE RESgJNSWE FOR NE SELocnON, PURCTASE AND WSTALL rom AY WNG (lTF 5a2TY OF TINS PRODUCT, RASED ON T"S PER P.WWDED HE/SHE DOES NOT DE90IE FROM WE CONLYR0lJ5 DETARED ON WS OOWMEM. COISTRUC W S'AF£TY AT SITE S WE CONRACTOR'S RESP(NTSIRIUII: (0) NIB P.ED. WILL BE CONSIDERED #6ALID IF ALI£REO BY ANY MEANS. (a) VT S -F M PRWECM S BE PREPARED BY A FLONC REGISTERED ENGINE,, ON ARCH , a WE, WILL 6, c THE ENCNEER of RECORD (GO.k) FUR THE PRN£LT AND WIN WN. RE RESPoNSBLE TAR WE PROPER USE OF THE RED. ENGMN OF RECORD, ACRNG AS A DELECTEO ENGINEER M THIE P.EA ENGINEER, SIWL SUBAfB TO N5 UTIE, THE SOF SPECIFN DRAWINGS TOR REllm (e) M. DOS P.EO SHALL BEAR NF C1F µ0 O4IGWAL NAL ANO SNNATUNE OF Nf PROHSSSN ENGMN OF RECORD THAT ftsPRC.EO II. SHUTTER AANUFACRJRER'S 1PBEL SHALL BE LOCATED ON A REA02Y NSIBL£ LOCABON AT STORM PANEL IN ACCORDANCE WIN SECTION 1 F0 ..9.J OF noBjOA BWWIW CODE ONE LABEL SHALL RE PLACED i'0.4 EVERY OAMWO LABELJNG W COMPLY 057H SECTON 17D9.9.2 OF THE FLOe,, BURRING CORE MIS DRAW)NG SHALL ONLY BE USED TO OBTALN PERM(IS IN THE STATE OF FLORM4 #' eAlf ¢Jma nlu STAE(� ift,N ORl9�olrx YOWALM. �APNLITI" IIL .PNY�I. 2.25"DEEP Le. Mawrsn. EASTERN METAL SUPPLY, INC M6W6 A9 WMW£ eiST PAM/ 6FACM TL DrOf M16YD nolfNl..810.1 iN:(S61)eAl_IM6 °��' T%—osa > 0 O FNOIN6 /NO COYPINY a1,�ID. �.�M1YIw WQV 1 N 1) rux-tt w. rom souo-scr as [uY mcs/mwe PNRiINIE o w +/Iy-a0 yOCWgU' @OL10.q o 55rRo eo[i . (sEC Sv2IX/![ iaa SDAa.0) I i i rA9'Y}45 0� fyxyR AN \ A (sEE scxmae Pax S>ACyNC). \ r. j I I 1 � I I p(PRpfp_` y I �I smAgl�ly ro I CF6nrvC CI155 I I I IB I a muRm� o I i mnxra'rE j � mNcxnE REWIem L- ' I I I rxx-+w as awn wuo-rcr aa�� /� I am ow/rim numx.re o w/+/� s-�o s¢ewnu eotr oe o � rAvss. ear.. 1 (sr �mueE rov mAeevrJ WALL HOLIKING INsTALLATIom SECTION 7 SdLE: a/B•. ,- I E Q � mCE O+SWKE I 9�REf +�0 W 13� I I4 NBrE MR cnvBowlroN or sEcnors : smE win NFM Ync AB PFN �,/'inBN/L£8N'C [rCCMIWG SEL]M/6 GN BE MweWID IN ANf WAY R+ SIN INI' RSUt{AIIpLL MI Sp ryL NSAO P0 !tS ER I 0. IaKaa Pv CVx-m (SSE SGvml/1/IE' tDx I 1 I + 1•YiMYUN stPArmn ro � E[52K LLtSS 1 S i I � i i lz- . c 9 � Eant T rrParrs as rwu:-a sNcxars�Yi.-E%G/!� (s¢ sewmine rue raw/. / / nYsrxrs oR oux-m Pavan lsrr scv+mac Eaa roxcxErE— REawm ALLERNA MTALLATION GLY-W M6gP5 '�—F..0.— 1 _I I +EL' tOGlbl I e am ' I I ,' uwoeuu I �rruurwx ro I fffiR4C CLASS i I 1 i ; I I I r;,c.ee FLORIDA BUILDING CODE Non n .'e s vnxx lO = y' SLUEOF f�* wmn rsrE% ec 0.040 BERTNA ALYYII en�%v o :a O� OHIDw �y 43 EASTERN METAL E, nn Tucx Al., "'rP6D wwM // tt.{II rESnNC b CNC/N� CCYYAVtl na twm I nNr awr xw. m n s. m PNpVF. neluon-ema rrvvc+ cc cawv e> INC 011L s 17-094 C2iws rA w SIdS! ,S OS li I _ I r. r•.rn•—� lr0.T-Hia A9 606r-IB .W.pY CwM. Ama AWE / CASE A (Plan) SC 1/4- a ,- Y • Y i .OSY J1o3 H-u Wt 6061-i6I40Y C AMfd( MM AMylpd O u IS' a c. C. CASE D (Plan) I CASE E (Plan) • END CLOSURES DETAILS � r. r•.rn•—� lr0.T-Hia A9 606r-IB .W.pY CwM. Ama AWE / CASE A (Plan) SC 1/4- a ,- Y • Y i .OSY J1o3 H-u Wt 6061-i6I40Y C AMfd( MM AMylpd O u IS' a c. C. CASE D (Plan) I CASE E (Plan) • END CLOSURES DETAILS � I • 6 � R EM CQVC1ElE 5 aL nG°�'4iwu m�—\\ !i ua� 5 oa©°P 6A wOj o0 12. o ca I —fin ��L n �cx��ofx B 8 9 12 � aeO awO axO Q u amuam I-0DO' 'LYWCIR]F MCINR3 7 I' • 3• • .033' N IGtFFNiIE UG LCC _ CcY, 4! h t-00.4OM®MO .CV40'Num-HSME! 6 7 a �W O9 01 72 oe tax l© CASE C (Plan) _ ®O 0 v ID �3 a Q • fB114iwlKr 31.= H]—)6 R40Y i24' Cant YIX[ CASE B (Plan) S LE.114' m I- _ . �R1 .HF/MN! M— RAM IML)11 L 1R.) ai A�OR 9�i ASA ^GSOI YFl9.M /NIFW 6W0'ALNM'UY P.WQ© MYIISOu i13.0-Mo f2'-0' 11'-O' 11'-9 B'-6• /T'H f1x0. -M..0 1]'-0' O'-9• 10'-9' B'-6• IT"f1 11"M ♦J50, -40.0 IO'-3' 9'-10' r10.0. -I5.0 9'-10' 9' <' 6'-9I S'-B' 12•ff "SO, -9A0 8'-1 B'-Id R"tt 11"If 11Yf +60.0, -650 B'-0' r-9" 7•-4• _ 12-H as -70.0 1_5' s'_6' 7b' - 11Yf i f)0.0, -)3.0 6-11' 6'-11" 6'-9" - I1'H i73.0. -80.0 6'-6' 6•-6" 6'-6' - /2• 1610. -BS0 6•_/• 6•-1 • B•-�• - l2' "S.o. -910 5'-9' 5'-9" 5'-9" - 12' f900, -93,0 5=6' 5'-6- 5',_r - 12• i0i0, -100,0 S'-I' 3'-1' 9'-2' �- 01aa -115. 1•-T I'-6 i 4-6• I - 12" h IISO, -?". C-I' a' -I' - 11' ♦12RR -115 1'-I I'-2' <' 1 - 12' IMa -IJO. I•-0' 4'-0' I�0 - 12 SECTION 5A /S ONLY VALID FOR MAX. A.S.D. DES/GN PRE55URE RATING UP TO +70. -75 PSE 'ff Max. ANCHOR SPACING FOR .SECTION BA SHALL BE 6' O.C. NO MINIMILM PANEL L�ENGTH IS J'-O 1 *'MAXIMUM ANCHOR SPACINCS ARE YALID MR 3 1/2-WGE DR'TANCE. FOR E. D. LESS THAN 3 112', REDUCE ANCHOR SP W BY LRILHPLW= SPAGIIC SHOWN ON SCHEDULE BY ME FOLLGWMC FACTORS. (NOTE : Min, E. D. FOAU -W ANCHORS IS 2 I/2 ). FOR THIS OPERA17011 /D BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SH Au NOT 6E LESS THAN MB2NUM SPAGNC INDIC47ED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND, FACTOR ACRIAL E. D. PANaw7ES TAPCON 5/UD-SET GLK-IN J' .86 - .78 .75 2 1/2- .71 - - .50 2'. 50 1 112' - .35 ANCHORS ANCHOR MIN. TYPE SPACING TAPOOH/ J,O. PANEWATES CALK -IN 2.5" SOLID -SET J.5' 5'EE NOIES 0.a' SHLET 11 IHRU 19 OF 15 i PANL1 L H LBAIGiKNtS FOR 11D0•f/COLINi; W5'7/tL1110N5 "MI YpOD Hit4VC Rfim S, eSOr) c.c� utcr nwnN Bu EASTERN METAL SUPPLY, INC a6e lrcsrmHos uvN; 11FSI RVY 6Gfi{ 2 J.110] mxB.` (501/N,-e)6; rA; I561)&1-n16 17 17-09d ®m m x slBn ro or u I rattn- fneenra m°� ISM j . 3[tlW L I.VJ• ..Sd� pi9y � 1 nag i` r e i4 I_n J 21➢Y �Sbai'—� tar !- FUL/ eANEL 1 ffM-MED EDGES j ww fmJR n-mp F--I2tW'T11LM i� aMS I0.0T� 4fOM) r[unE9sr ,arx)1 Mgr•:. o �- d y Ylf9- i- HALF PANEL W/ H AIM n ED .......r ^ `,✓ a �...�./ ^ �srz•=test—,2rs9. 1- I � �s1r9. 1- —� OPTIONAL_ FULL PAL W/0 HEMMED Enrre OPTIONAL HALF PANEL W/O N MM O EDO Q STORAf PANRL �T�� Tsu• 1 Rara T is 3 —t -20tl [k•.--i Q3 3' ANGLE BIAD OUT BRACKET m,c., yr. ,• clo.�-aow• ay.oc9• DETAIL 1: sno x/ [s art rrs waa Dxw twa xur I.rS'Moa� i��ga� ;..W-I• I da dfl �mxoy `c OP710N I 'd OPTION 3 U REVERSED 'F' ANGLE TRACK ..yr.r 10 KEYKEY NOL ® ROUND HOE AT PAN @ KEY HOLE WABHER (OP710N TO 10)J,'y,. I I .fry' IN'. t r me ra t I .flr /I%'/°ap mm it bed irna I J.dn�% I •error 1 ♦I us awi�mr, j` q � �ovo• ` L :z9 I i L19• J2 MINI WALL 1.7i'rp 632' 13 2'xSYAJdX. )rf/B' SiIO4W ® �' 7RdCK ANGLE WIyN cri/D dNF.IE W/TN Sr[Jrl 1 mug yr. r I avvr yr - r mur, a•*-- r I 3' ALax. 'V' BULL° OUT .4 1�.r Ar- YJCP.YnC T �i- F♦� G--iWJ'-p © F' TRACK AN CGIE . ,W. 1• 29w'� • � RbiO' 7 RI2 M1 J� LWI- Q 'U' N£ADER zur, vn•- r aw•r O -rxZ ZVDDED ANGLEY SZVDDED SRZ DDED »r Ins/n xrxss ar y, —� vlt u i i71Vi6•MfO• sM rHv-sort• • 1 ' \: $� T-�� tt warm soar ruRprs � ' �-7' r � i aam•—e a/re•_�il.L____ —'t"'[ II7� 740"nASHIN AN�r u•�r �'- rwr »e-- I- 7B i/7B"''r"" ON WAf P. COMPONENTS vu- »r • r FLORIDA BUILDING CODE (Non Nigh Velocity Harrlccne Zom aMIJ 10.040 BERTHA ALUMINUM STORM PANEL u 2.25DEEP m.w ov. EASTERN METAL SUPPLY, INC °Jnronr[a IL ECOJN.. ��, [N nsnxo s wadc[Rrxo CaubfAxr ! IMi4 BFKI[ n- SJwa `a..-u, s.m rm.v n.vrs __y, cxpR: famyro�et nu (9rpau-rare I7-094 r Florida Building Code Online t 2116118, 9:54 AM 'r C` 9 � t 1 A 4� � +• db BCIS Home j Log In User Registration Hot Topics ! Submit Surcharge j Stats & Facts Publicabons F8C staff scis site Map Unks Search r` Product Approval USER: Public User Product Aooroval Menu > Product or application Search > Aoulication List > Application Detail FL # oApproved Application Type Code Version Application Status Comments Archived Product Manufacturer C� a Teed Cor:o::-Roofing Address/Phone/Email 20 Moores ^_ Malvern, PA 19355 (610) 893-5400 mark.d.harner@saint-gobain.com Authorized Signature Mark Harrier mark.d.harner@saint-gobain.com Technical Representative Mark D. Hamer ( Address/Phone/Email 18 Moores Road Malvern, PA 19355 (610)6SI-5847 Mark.D.Harner@saint-gobain.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles 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 Robert Nieminen the Evaluation Report Florida License PE-59166 --- __ Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date----.03/09/2020-----_.__ Validated By John W. Knezevich, PE J Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL5444 R12COI_2017 OS_COI Nieminen,odf Standard ASTM D3161 ASTM D3462 Year 2016 2010 https:llfloridabuiiding.orglprlpr_app_dtl.aspx7param=wGEVXQwtDgtahlg07CSsoycOrl28CcpCm5j9JS30sk4S7sljNdlwNg%3d%3d Page 1 of 2 Florida Building Code Online c t ASTM D7158 _ 2116/18, 9:54 AM 2011 • Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 09/07/2017 09/12/2017 09/15/2017 12/12/2017 O1/24/2018 Model, Number or Name Description 5444.1 rtainTeed Asphalt Roof Shingles 3-tab, 4-tab, strip (no -cut-outs), laminated and rchitectural asphalt roof shingles imits of Use Installation Instructions Approved for use in HVHZ: No EL5444 R1Et1_227_00_FINAL ER CERTATNTEED ASPHALT Approved for use outside HVHZ: Yes SHINGLES FL�I7.odf Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use Evaluation Reports L 444 R12 eE 2 17 09 FINAL_ ER_ CERTAINTEED_ASPHALT SHINGLES Fndepe �•` _„•,•°'^�' Created by Independent Third Party: Yes dent Third Hack Ncat Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer, Cpovriaht 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 bere . Product Approval Accepts: Mw ®* ® ER Credit Card Safe https:llfloridabuilding.orglprfpr app dti.aspx?param=wGEVXQwtDgtahlg07CSsoycOr12BCcpCm5j9JS30sk4S7sljNdlwNg%3dV.3d Page 2 of 2 TRINITY j ERD EVALUATION REPORT CertainTeed Corporation 20 Moores Road Malvern, PA 19355 (610)651-5847 EXTERIOR RESEARCH & DESIGN, U.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203)262-9245 Evaluation Report3532.09.05-R13 FL5444-R12 Date of Issuance:09/22/2005 Revision 13: 09/05/2017 SCOPE: This Evaluation Report is issued under Rule 614320-3 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 on a 'fu f 3°81?Ib olume. The products described herein have been evaluated for compliance with th 6" Edition (2017) Florida Building Code ections noted herein. 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. Trinity IERD 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 the job site at the request of the Building official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nleminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. an W/05/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD 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 repo—rts a— re beibg issued- -- ---- 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval processofthe 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. e` TRINITY ERD .ROOFING SYSTEMS EVALUATION: I. 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 6th Edition (2017) Florida Building Code and 6th 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 ProoertV 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 OSNK16778 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 IOCA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 IOCA44960 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 4786570926 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 UL.0 C(TST 9628) ASTM D7158 4787380357 11/08/2016 UL LLC (TST 962S)'- - - ASTM 03161--------.—___ _-4787380357-_ _ 11/09/2016 UL LLC(TST 9628) ASTM D3161, D3462 & D7158 4787586427-- UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 03/09/2020 Exterior Research and Design, LLC Evaluation Report 3532.09.05-R33 Certi lcate of Authorization #9503 hie EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-I112 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13: 09/05/2017 Page 2 of 12 9 t ��J� TRINITY I ERD • 4. PRODUCT DESCRIPTION: 4.1 CT20TM, XT'" 25, XT'" 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadiam, Belmont®, Belmont® IR, Carriage House Shangle®, Grand Manor ShangleO, Landmark", LandmarkTM IR, Landmark'" Pro, Landmark'" Premium, Landmark" TL, Landmark'" Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate'" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake'" IR, Presidential Shake TL'" and Presidential SolarisTM are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras", Highland SlateTM and Highland Slate" 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 Ridge'", Shadow RldgeTM, Cedar Crest'", 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. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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 ,,;,,m,,D,iredory for fire ratings of this product. 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 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 (V i, = 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 PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application instructions, for use in wind zones up to V„d =150 mph (Val, =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 Solaris'") exceeds the calculated uplift force (FT) at a maximum design wind speed of Vx,d = 150 mph (V,u = 194 mph) for residential ---_-_ buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than orequal 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. i Exterior Research and Design, U.C. Evaluation Report 3532.09.05-R13 certificate ofAuthoriiation #9503 6'e EDITION (2017) FBC NON-HVHZ EVALUATION F15444-R12 CertainTeed Asphalt Roof Shingles; (620) 652-5947 Revision 13: 09/05/2017 Page 3 of 12 \mil TRINITY I ERD - STEEP SLOPE Use sit flails and four spots of asphalt roofing cement for ceety full LANDMARK TL laminated shingle. Sec before. Asphalt rooting cement should meet ASMNI D4586 Type 11. apply 1' spots of asphalt roofing cement trade 133/z'= 13"� 731/z'� each corner and at about 12" to 13" In from each edge. (343 mm) (330 mm) (343 mm) METRIC DIMENSIONS I.-1"(25man) 1"(25mm)� (305 mm) I (375 mm) I (305 mm) ` (25mm) -�--- 315teep Figure 135Use s!x nails andfoor spots of I"—jl�-- I. asphalt mfrngcmmmt on step slopm (25 mm)-�--__ 1 (25 mm. 12' 143/4" 12, -- 305 mm)—— (375 mmy— � (305 mm}-►j Na ling )mits �� 1'(25 mm) behveen�Me., 1'(25 ram) —j K nAl nfa (25 mm) 4 .. tRoofing Gemenl Nailing areas for steep slopes (greater than 21:12) and 08torm-Nalling" Nail between lower 2 nag fines as shown above. 6.8.1 Hip & Ridge for LandmarkT". Landmark•" IR, LandmarkT" Pro, Landmark'" Premium. LandmarkT" TL, LandmarkT" Solarfs, LandmarkTM Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow R)dgeT or NothGate Accessory 12' 97/8' (305mm) (250 m E 6' 41511G(150mm) (150mm)r24i5l%5mm(125mm) Notch for Notch for Centering Centering 1Y • 131/4' � / (305nm) Notches for Alignmentt (337mm) NotchesforAllgnmeMto T , — -- --- — --_ ____ the Top Edge of the Previous the Top Edge of the Previous 7 5 to — Capfor T(125nen) Exposure(180mm)__ ___________ _ Cap for55lB (Uhrim)Romero (196mm) English Dimension —( MetticDimension Shadow Ridge— Shadow Ridgem — • Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-R13 Certificate of Authorization e9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5444-R12 CertainTeed Asphalt Roof Shingles; (610) 651-5847 Revision 13:09/05/2017 Page 8 of 12 l_ 5 - 827t3T x 15n6' (125 mm) T °N=h 1311d' (337 mm) ` Allpn N, notches to top Ogo of Weviouscourse '-1 1 KINITY ERD T �� C entanng �yIr /3 V4• , Notch ` 194mm ( ) (337 m) m ��14, Align these' 1 notches to top sags 7 It 94 Mm) I Previous course. co NorthGate Ridge NorthGate Accessory 12" J (305mm)- I r" �.. /Lay 1 /ing Natch i. /.�,, i 5. (125mm) I Eypasure I I Figure 13-20, Use tayvrgnotchm to cenhtrsbirgAn on bars and ndgev, and to hcaW tbo rorseet ss/nsnre. • 6.8.1.2 For ASTM 133161, Class F performance use BASF "SonolasticO NP3^" 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 Crest, Cedar CrestTM IR hip and ridge shingles. • Exterior Research and Design, U.C. Ceruftcete o)Authorlraann #9503 61N EDITION (2017) FBC NON-HVHZ EVALUATION CertainTeed Asphalt Roof Shingles; (610) 651-5847 Evaluation Report 3532.09.05-R33 FL5444-R32 Revision 13:09/05/2017 Page 9 of 12 Florida Building Code Online ti ti �Sq Raao4nfAAnrmrrF(aP� '� 1 y,�i,' w at.•, I� usin®ss 3t P�ofes�ranaf$R�.gula�ivrt� dProduct Approval r�++r 0USER: Pu611c User Produa Aoormal Menu > Product or Annllcation Search > A II_5rNe A li tion riewil FL # 5681 Application Type Code Version 7 Application Status ding FBC Approval r Comments Archived Product Manufacturer UM METALS INC. Address/Phone/Email 1020O"E"asEPaR'*"'`�"'°� Jacksonville, FL 32218 (904) 358-8366 tonyac@mmi2000.net Authorized Signature lames Buckner jimmy@cbuckmc.net • Technical Representative Tonya Steele a Address/Phone/Email 10200 Eastport Road Jacksonville, FL 32202 (877)358-7663 for yac@mmi2000.net Quality Assurance Representative Address/Phone/EmaU i Category Subcategory �— - - Compilance Method Testing Lab Quality Assurance Entity Quality Assurance contract Expiration Date Validated By ---1 Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of product StBndairds Certified By Roofing stem Roofing Accessories that are an Integral Part of the Roofing Sy Test Report Architectural Testing, Inc. - West Palm Beach (en Intertek company) --��Ystone Certifications, Inc. 09/v 2/ z Steven 4. ricty PE`_ Received cal validation Checklist = tiardcopyI Standard TAS 100(A) Year 1995 l Florida Building Code Online h ` Product Approval Method - Date Submitted Date Validated - Date Pending FBC Approval Method 1 Option B 12/18/2017 12/29/2017 01/04/2018 Mo am6iti"S� Description - - 2116/18. 10: 25681.1 MMI Off Ridge Vent Permanent Baffle MMI Off Ridge Vent with Permanent Baffle attached to Wood Deck Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 33 Feet is maximum mean roof height per TAS 100(A) Installation Instructions FL25681 R�U_}-install-hIMI_ORV- PermBafjle pAf Verified By: Architectural Testing, Inc. - West Palm Beach (an Intertek company) Test Reports FL25681 RO TR 1-IntertekTest-MMI-ORV-PermBafFl - h7685 OS-450-18-r1 pci 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 Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: 33 Feet is maximum mean roof height per TAS 100(A) FL25681 -00�_2-Install-MMI-ORV-DetacllBaf a pdf Verified By: Architectural Testing, Inc. - West Palm Beach (an Intertek company) Test Reports FL25681 RO TR 2-IntertekTest-MMI-ORV-Dgta hBaffie- h7685 03-450-18-r1 Odt [lack Naxt Contact Us:: 26QI Blair Stone Road. TallahasseeTilliallassee FIL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florid :: Pdvacv statement :: A ro bitty Staltement :: 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 ema its 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 an be made available to the public. To determine if you are a licensee under Chapter 455, F.S., Please click hem — Product Approval Accepts: Credit Card Safe r —, https:llfloridabuilding.orglprlpr app dti.aspx?param=wGEVXQwtDgSKQFEnckBlOw2%2f7phegxKaYEIzEJTbu4Mnc2rzL4sg4g%3d%3d Page 2 of 2 d METALS, INC. 10200 EASTPORT ROAD JACKSONVILLE, FL 32218 904-358-8366 WATTS 1-877-358-7663 (ROOF) TAS 100(A) -95 INSTALLATION METHOD Millennium Metals, Inc. MMI Off Ridge Vent with Permanent Baffle - Attached to Wood Deck �gRlgg�E BEN\ ThS (SEE 1A t � TYPICAL FASTENER(S) - 11 GAUGE RING SHANK ROOFING NAIL OR - #10 MIN. WOOD SCREWS VENT TESTED WITH 11 GAUGE 1 X" RING SHANK NAIL, 8" O.C. TO PENETRATE DECK BY 3/6" SIDE VIEW )FF RIDGE VENT 8" WIDE OPENING (MMI RECOMMENDS A 3" OPENING, SEE TABLE BELOW) 3 Y2" FROM FLANGI TO OPENING �101 ATTACHED BAFFLE: FIXED BAFFLE ON VENT SECURED WITI APPROVED FASTENERS 8" O.C. MMI OFF RIDGE VENT RECOMMENDATIONS LENGTH CUTOUT NETFREEAREA 4 Ff. 3" x 46" 138 Sq. In.- 6 Ft. 3" x 70" 210 Sq. In. 8 Ft. 3" x 94" 282 Sq. In. 10 Ft. 3" x 118" 354 Sq. In. w � �uu�uu u��w• c u.w B ?roduct ASeR: Public Prod tt A 1 M > AMIcatlonI PronJt[mr Aodlicatlon Seahll > f r < > APPII<atlon.�0etali s y. Approval User FL #r Application Type Code'iVerslon ,Application Status Comments. Archived : Product Manufacturer".. Address/Phone/Ehnail Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email. Category subcategory Compliance Method Certification; Agency Validated fly, Referenced. Standard: and Year (of Standard) Equivalence of Product Standards Certified By s om: Window Systems.Inc.. 1900 S.W. 44t11Avenue Ocala, FL3,44.74 (352) 368=692,2. Ext 291 jlathrop@ttvs2bc Kevin Pihe: kpinebcWsxc Erin Koss 1900 S,W44th Ave_: 62aia, FL 3447A `(352),368-6922 Ext 291 eko0@eiv9.ce Jay Lathrop 190d SW 44th,AVe. Ocala, FL 3.4474 05213fi9-69.22 Ext.291 jlathrbiJ@'Cws.cc windows orizontal Slider Celtlficatlon R4ark:or Listing Keystone Certifications, Inc. Steven M. Urich, PE _G: Validation Ch.e.411st_,Hardcopy. Received https:/(flaridabdilding;orglprlpr app dti.aspx?param=WGMQVtDcl ,RyNwtNVJDy,Y%2ot0k$TDFNwhGl Kogd4p]41KeF fl]16cifi'Sfr ad Page 1;of 3 'FlerfAa Biljlding;dode, Online I - 10131/118,4;02CAM 0I affirm th new Florida l3pildlog Code WhIeh'affeci,my product(s) and my products) are in compliance wfth.the new l7lovida Building Code. Documentation from approved EvaluatiomorMailicialon Entity yes ONO tDNyA PI-17355 R3-'(B0C,'6thEdFBC-FLf735Sxdf Product Approval.Method Method i Option A Daiet."Suomitted DateNalidated 09/14/2017 Date Pending FBC Approval Date Approved 09/15/2017 ummairy of Products . . I I FIL # _- - - , '- .'—. . I - Model, Number qrNami..." -- D1 �17 �-V� Y 0 Slider XO HS-6;01/lnyl:HorJzorktajI Unnits-of Use Approved for use in, HVI!Z:- No Cbridr, AgqncV,Certifidaitd 0ajjTtq'Ck CAR 138-1315L12af Approved for use; Outside, HVBZ: Yes Impact liteslistanbNo pressure: NIA; .. Eu hu 'Quality;Design sP" ., Assurance Corito f ripfration Date Ot.110it. Mak.-sFz&s:'747Z63" and 74!.972%:See;lnstallatlon details for DOS.*.dfasstornplleswith AST'14 151,3005-04..Installation, 10/1672018 Instructions, :FC3,7355 R3 If CW-c-IMIA (HS-620,. XQI,bd Verified By:: Lucas A. Ttirrfe-r-PE-58201 treated, by IndependeWrbird:'Party: ties Evaluatlon:Reports FLI-7555 R3-�EyalkepCWS,1031A(HSs620,X0).DdE Created. bylndqpqqdkriik Thjrd'Partyi Yes 17355.2 KS;620 Vinyl Horizontal Slider XOx. HS-620,Vlnyl Horizontal - Sjlder,kOXj Non -Impact. Urnits of Use Certification Agency Certificate Approved for Use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design prifissure. N/A EL17355 R3 r'CAC GAR. 13a-T3*43,Ddf AC CAR 138-IJ42,11d q=!yWsurance Contract Expiration Date 04/30/2019 Other: M,dx. slzerIII"X 630. XOX 1/3-1/3-1/3@nd 114-1/2- Installation Instruictioris 1/ . 4. See Installat ion details for 6-0s: Giassxornpljes with ASTM E13j(30-o4. FL1,1355. H' 067, HSQ xomm Verified 9��, IxjcasqA. TorriPT"PI&S8.201 C created by Irifftendent-ThIrd Pa)": Yes. .. Evaluation.. o rts Reports 'Fr37385 R3: AiF PvallZeRCWS '1-6:20, XO)0.r)d - IH� .1 ,y Id Ma' Created 0 epekjdept-..Th(W�. �,es` 173553 H5:620.Vfnyl,Fforlzontal;SliderXX HS , -620 Vinyl: Horizontal Slider, XX-j Ron -Impart. ..)Its of Use- Lin Approved for Use In HVHZ: No iApprove_ 'cl-ICruse outi(de-149(fz. Yes------- Cartifick. ..A art e ficate alMt C. CAC C;Ak-1°8-13'28,M —1 355 R3 c t-A eAP13841pd 1L1tP.act Resistant: No Design Pressure: NIA FL17355 A1 C CA,.'"-AR:-1384332.od EL17355t R3, C CAC CAR -138-1333� ' Tothdr: Mj5G.slzes: 74" X63!�and ,74"-k72R. See Installation Quality Assurance:Contract Expiration bate, detall.for DPs. Glass=mpIIes:toASTM E�060-04. 12/10/2018. Installation InWudlans F1 17355 R1 IT f 9-�52n, N&odf Verified BYJ, Wc6TANTu(1-9"rner PJ15-58201 Created :by:Independent tbirdParty : Ybs kyaluatto" Reports, io'cWS-'W, 9 PS-Qb; x)p odf NMed y=el��nTlh(�.d PaftpYes https:llfloridabuiloing,orglpripr-ppp-dtl,aspx?pamM=WQEVXQWtDqsRYNWINWDrY%2btGxBTDFNwhGlKdUdLPi4K6HgtXg.11%2bijgv.3d%3d Page 2 of 3 TABLEOF DO - I MEWS, GENERAL NOTES & ELEVATIONS.O'A .-' F DPCHARTS& GLAZING DETAIL -.,Z �SECTION VIEWS.. ....... ............. 3' EXTRUSIONS& ANCHOR SCHEDULE & 196TES-.....51 INSTALLATION. DETAIL.:—o., .... HORIZONTAL SLIDER - NON -IMPACT GENERAGNOTES; L THE PAODUCTSHOWN FIEFIEI41S DESIGNED ANDMANUFACTURED TO'CEdRidA.,OMPEY WITH TNE FORIMPPILDINISCOPE "P-03BBENT 2. GLAZING OPMON8:tSEE tHEET 2) 3. CONFIGURATIONS: `OX"OR'X&, 4. DESIGN;PRESSURE RATING SEE SHEET 2): ISASED ON; TESTED PRESSUREAND GLASS iADL5SASjMt-'1306*. " -PdsrrIVE DESIGN L04DS BASb ONiTESTED PRESSURE, WATER *FILTRATION TEST PRESSURE AND GLASSTABUES ASTM E-1j00:04. 0, SERIES I MODEL DESIGNATION HS 020. 9;THE DESIQNATIONAAND O.STAND M9 THE FOLLOWING:, X - OPERABLE SA!911;0x FIkEdSA9A' ID.=TiON CALLOLMS APPLY TOAL ELEVATIONS'IN A 91MILAR iLOCATION EEP LOT if W -S RNAL-5/16*XZ-1/8"LorATED4-1/2"FHOM.,j v/ W*C-UNIT 1 '9011 MTG: RAIL Drz$JQN' kE$SUFE RATI'NO. IMPACT HATING 4..x W' NO -3j;SEE0'0M COMPARATIV E PARAT lK I CHA9% HEFT- Z NONE Lucas A. Tumor 2gj5-,P4-27. 21:03-0400 .620 PVC HORIZ SLIDER: NON -IMPACT: ,NR STAVE bP: EMk 1 :25 Unit. or 112 NOTE; IF Sl4EWTFkDtD ISA6T SkOWN; U$E NW Gl.A-qSTYF'EC -m ovgpAu IV ANNEALED . 7181 OVEAALL - 118` TEMPERED wv4w.dws.cb VIT AMPAQE —ellV RSPACE 020. PVC )T JY4NEALED SIKAFLEXS$2Oif GLAZE � ff PUEG.TW IW TeiPESED SIMFLEXWOR DS PURFECT. GLAZS,Fr HORIZ SLIDER NONLIMPACT 7 51W GLASS BITE GLASS TYFE8 718", OvaALL Y16' ANNEALED M67, AIRVACS wr OVERALL —3f16* TEMPERED At PAGE ollittlibir, WiSP ANNEALED 366- TEMPERED S, —VSIUI(AFIII VSZQR �e M d 36, PLAFECTGLAZE-Fr. EG, .1 No 68201 Wad GLASSWTE 6181 GLASS WE '48, GLASS I STATE OF GLASS TYPED IINTERIOR. . I . . I 4RC.T.fON,YJEW.A-jk ITEMSNOT SHOWN FoxcLAnny. .7-6, 10,12, 16-16:4,21 !SECTIMNIEMC-C, ALTERNATF FINTRAME INTERIORJ� SEO'noN VIEW B;S .WG FIA �SECTIORVIEW. D-D. l� EVIRIENT (20fl$ FEQUIJ�ED o U TMEtSHTSABOVF.Or 4 IS PVC HORN; SLIDER' i4o'k4MOACT 4/27/2015 LOOASAJURNq'i. P-E- f!LTE-O5ODl NQFITH;P.0,FIT, Fl,34288 SECTION MEWS E/2;3114 I 6WS?161 A . �u -- "HET 12, ';6F6 4 PVO,ropjsTM RAiL4614Q PVC INTERLOCK RAIL, 144f45 PVC DRAW RAIL- 8199 ALUM INTERLOCK-S-20291 PVC-GLAZINGAFAD-S;6j41 1/116LiJ-9 .ALUM REHNF. - 6-2043, ALUM REINF, - S-20,44: 91 Et f 15 s'6' ILF ALUM,BOLLTR,mAck - $-26do ALUM EXT. RmaF. - s.2o fi rll�5IIG' I r ALUM REINO.-t-2005' LLL LJ_ PVC COVER I P-5400. 620 PVC H.PPLILMIDER NON-ImOA&r A I ANCHdA LVOUT - iFLANdtl -x/ NOTES: 1,INS'I'ALL OWEANCHORAT.EACH INSTALLATION LCICATION.01-L NOTE T RAI L WHERESPACE GREATER THAN V16- IS PRESENT. LOAD BEARING SHIMSSHALLBE 6200W. k(q13.lz-.9LlDER NON.&Ab- r EP MOT SpALuBq6's:SP. C1Firp THESE 19 . 9_A - 1008; SOV(ABLE J; SHEET& -W 4. ALL INS LATION ANCHORS MUST 6FMADEOFbk PROTECTED WITH CORROSION R§SkSTANTMATE IAL OR bOATI.Ndw �AC 10 R DISSIMILAR METALSOR MATERIALS IN CONTACT WITH PRESSURE TREATEDWOOOMUSr LVOASALlDR.NjER, P,E. �FQA -44ANI BE PRK,�' OTEDICITFISVE�rRENCT(ON.� 120 JABARAMS 6.SlNlo$ETAn liq ANCHORS SHALL 13C IAACCQR0AN.CE WITH ANCHOR MANUO.�C7VFIEEVS,INSIA�LATIORINSTFIUCTIP�S,AN T RANP 0 S kSUaSTRATES WMSTRENQTHS LESS THAN TIE m B SKALLNOTBELAEP, �M WbOff.ORT; n.142M WN C F.1 tA 6LE'lZHEET.6. PR��J.674 S. ANCHOR EMBEDMENT TO SUBSTRATE SHALL BE'6rYOND WAU-,DRESSiNG OR STUCCO. FOR CONCRETEICMU OPENINGS�.EMBEDMENTSHAUL B E BEYONDVVOOD BUCKS, [FUSED; INTOSUBSTRATE -'!)(,BUCK9 ARE OPTIONAL 7a A MINIMUM CENTER-f ALLFWEKIERS:,a- FOR mm�NOTES TrOKWOOMP JAWL. B. WOOD OR MASONRY OPFNI'NGSj3U'CKS M"D 8UCK FASTENERS SHAII BE PROPERLY DESIGNED BY THE ARCHITECT O.R�2��R�E�R,AND!�Ej�j� iMK L..'. ... I _Eb:LC�,MANSFEA WIND LOA, DS'rO'rHEZtR(ICTURtL OF THE 13EFERENCE'DOCUMENTS: 3YPICALHEAD SSAI:WTBEHIND' FIA 4 S BY INSTALLER SEALIINTBEHIND, FLANGEBY OISTALIER SUBSTRATEBY SEETABLEI, MAX SHIM 1 /�' H 21ZONTALSECTION # IYPICALJAI9 ANCNO,RAOE �TASLEVAPPROVED INSTALLATION;FASTENERS,._........._. FRAJETYPE SUBSTRATETYPE i ANCHOR TVPE MIN: EMBEDMENT WICEDGEDIST.. FIANCE , . CONCRETE (Z"SI MPX) I 3/16' RW TAPCON- 1' FLANGE HOfa.OW';OR GijOl7ffIU.ED CMU(117 PCF MKI 3116-rYVTAPCON; ,.. ., ., _. 1'.,., FLANGE HOLLOW or GROUT-FLLllED,CMULAS3M 0-90) 31IVELCOULTRACON A-1/4' -'"' "20/7 FLANGE .. 2XM.. 'SO P@IEi(G.055) ...,.... -.._ ' ,. ... .... OR-ELCO.ULTRACON ... .... Yaie' ... ........ .Js' FLANGE 2XMN-SOWHERNPNE:.(G..165) #IOWOODSCREW, 16;GFUGE,(0.001M (33XSINIELDMIN) SSS S.1L-?6.HILTKWM;FLE'XOR RW.., TEKS SELF-DAILCINGBCREW . FULL.THREADFLANGE TNRU Mow WIV FLANGE irB'ALUM 1063-T6 MIN.) OR 1/B` TEEL (33 KSI HIM) #10 GRADE 55ELFTAPPING/ DRILLING SOREW FULL THREAD 7HRU 0.125 '7/107 FPl-' - 2XMN. SOUIHERN-PVE;(G-oop'4 1 #10 WOOD SCREW 11(2 VT C HORIZONTAL SECTION .6. TYPiCAL'FIN MLGHORAGE HERO AANND SILL SIMILAR FOREN INSTALLATION NOTE:ADOLTIONAL TH.RU-FAAMEANCHORS (A$"SRGWN IN'DEt A(6) REO'D AT MTG'"I_ SEE SHEETS'.-ANCHOMAYOUT. 620 PVC HORIZ. SLIDER ........ ........ NOPFIMPACT No 59201 STATE OF .SIMILAR FOR SILL ANO.JAMBS FOR BOXINSTALLATION ';INSTALLA' FLANGEREMOVALNOTE:PARTIALLY.OR FULLY REMOVING THE FLANGE, TBT UPTO:MOINCLUDINGA'BOX•FRAMEAPPLICATION IS.ACCEPTABLEPROVIDED: .MWM .MIN:1(4 mLLETOFCONSTRUCTIO�N-GRADEADHF81VE ND INSIDEAOUT, FULLIPERIMETPLY. CAULK IS AR?LIED INSTALLER. - PRODUCTANCHORAGE'IS IN AGGORDANCE WITH REQUIREMENTS AS CW$-10,g1 SHOWN FOR FLANGE WINDOW,6{ MA17 1:2 DETAILS - A II OFFICE USE ONLY: DATE FILED: I • m . 19 REVISION FEE: 4—lq LOCATION/SITE ADDRESS: i- __ PERMIT # I - os3a RECEIPT # ( ql 406 PLANNING & DEVELOPMENT SERVICES RECEIVED BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL34982.5652 JAN 17 2019 (772)462.1553 31. Lucie County, Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION DETAILED DESCRIPTION OF PROJECT REVISIONS: v��4 p��M CONTRACTOR INFORMATION:, STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME —ma ADDRESS: CITY: STATE:. J PHONE (DAYTIME): -77,) - LAX — I / > /> OWNEWBUILDER INFORMATION: ST. LUCIE CO CERT. #: FAX: ZIP: NAME: ADDRESS Cl'Y: I) e Si c l !Y I P a C 41 STATE: P✓- ZIP: PHONE (DAYTIME: FAX: - - ARCHITECT/�ENGINEER INFORMATION: NAME: - JY 1 F &- ADDRESS: c�' _em MR CITY: )!E�--P a_r'rf'_ STATE: FLU P: PHONE (DAYTIME): '77-4- FAX: SLCCC: 9123109 Revised 06130117 File Copy R John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 15 3200-3210 Morning Dew Lane Permit # 18-02-0532 4'F�F�Fo HOv 30 e A018 4 October 31, 2018 SC eo,'+a:,r Revision to Florida Product Approval for horizontal rolling windows : Custom Window Systems, Inc. #HS-620 vinyl frame, horizontal slider "XO", non -impact rated, insulated windows may be substituted for the PGT window presently shown on the issued Permit plans. U value = 0.33, VT = 0.45, SHGC = 0.19, infiltration < 0.3, Design Pressure = +50 (-) 75 psf. Note that all of these specifications exceed the requirements of the ASCE 7-10 and the Florida Energy Efficiency Code documents already submitted. It �pet! Fo'�5� -1° regarding this revision, please contact me as listed above. I ' 02'D5-32 ST. LL'CIL ICOUNTY Bi?LT)ra:C_ 71 _1_ i^N xI ��I:�NED roI conL>I u tcE RE LD B] 5 DATE i PLANS AND PEILNUT DIUST BE KEPT ON JOB OA NO D;SPECTION HILL BE MADE. n� F�l n ♦� r �. a i I y Y is v by 4!M' L Fate Copy John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 15 3200 — 3210 Morning Dew Lane Permit # 1802-0532 Revision to Bathroom gypsum drywall : January 14, 2019 RECEIVED JAN 17 2019 ST. Lucie County, Permitting Bath Wall Detail "A" - Sheet "FH-1 ", Bath Drywall note in Finish Schedule Sheet "A-2" Gold Bond "XP" 1/2" gypsum drywall shall be revised to be USG "Mold Tough" 1/2" moisture & mold resistant wall and ceiling panels tested in atfEtirt� ' ��,vvp� ppTioNsoRK D 3273. AResuedEF'rD;{fd�b ReDU RED V FIELD INSPECTORS THAT mA:: DE NECESSARY IN ORDER TO P f WITH AU . P LI AB E CODES. If there are any questions regarding thlS revision, please coii}'act me as is�ed� a�iove. John M. 1=65ter - AIA ► is �• , X c i 41ticia 8u1'1tllr4 rode Online 1 10/31/18, 4:02 AM , MY RPM .0H,6- MR st jlfl -4 .1 .' EE99UO-A9P-r2YaLMAWi > PrcidUCUE AWOUCOU SelkhY AmOcatlon List.> Appllcetlon veLlf ApPC[catlon Type .. Affirmation CoddN-Orsldn . Application Status Comments. Archived Product,MaroufactUre.r'... A.ddrqss/Ph.one/5M;alj Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phpne/Ernall. Category s6btategory Compliance Method rM—s5m—window Systernsunc-. -I 1906 SW 44th*verfwe� Ocala, FL.344.74 4352) 3LO8-qqa2,. gg 291 illithrOqrewsic-C Kevin Pirfd: kpinibcwsxC Erin Koss 1900 S.W 44th Ave. - acali, F04474 352)368-6922 EXt 291 Jay Lathrop 'igod sw 40h Ave: Ocala, A 3.4414 (352)36-8-5922 E)ct 291 jlathroO@cW§.ec Windows'`�� Certlficaflon:mark.or Listing ng Certification.; Agency Keystone CertiFiotjphs, Inc. Validated By, Steven, M. Url.ch, PE Hardcopy, Received Referenced:Standprd, and year (of Standard)Standard AAMNW.bMA—JCSA 10111.S.2tA40. 09 maiii ASTM F513bb-04 2am Equivalence of Product Standards artiffed By https./l,floridabbildin!j;crgl,prlprApp.dti.aspxlparam=wGEVXQWtDqd,R.yt4v p3j % J?age I of 3 kioriPa°Bujiding:Code Online - - '10/31/18, 6;02'AM ;$I affirm that -tliere;are no<dhanges,.lnihe nest Florida Building (°ode which affect:my produc(s) and My, product(s).are In compilence with the new Florida �Bullding Code. Documentation from approved :Evaluation: or Validation Entity ?�3Y4sN'o ON PL11355'..R3.'COC''6thEdFBC-FLJ7355:odf Product' Approval.Methdd Method 1 Option A i Date'Submitted' 09/14/2017 Dite Validated 09/14/2017 Date:Pending FBCApproval Date:Approved 09/15/2017 Stumnary of Products FL #' Model, Number or Name... Descriptiorr 17355.11 - -H5-620:Viny1Horliontal'Slider$O H5-620NInyCHorjzontal Sllder,XO;•Nonclmpact,, Limlts.of Use - . - - - - Approved for use 7n HVHZ::No Certificati Agency Certificate EL.17355 83CCsC CAR 138 1315?odf Approved for use outside, HX1fZ: Yes FL17355 C36-odf Impact Resistant -:No •CAR Li735 RR3 CCACCdR 38 34.odf Design.pressure: NJA; 'Quality Assurance ContCagt Expiraflcn Date: Other: Malt sfzesi 74"xG3"'and 74 x 72".:See Installation .. _ 10/16/,2018 details for DPs. Glass complies -with ASTM.B1.36Q-04. Installation Instrucflons FL17355 R3 It CWS4031A (HS=620 XO)odf Verified By Lucas A. Txnrfet=PE-5820J: Created. by-IndepenGerif Third :Paity: •Yes Evaluation: Reports, FL37355 R3 A EvalReoCWS4031A(HS-620. LQ)�jaf, Created, 4y andgpendgrit Third party6. Yes 17355.2 HS.620 Vinyl Horizontal -Slider XOX. HS-620. Vinyl Horizontal Sjlder,XOX;. Non -impact. Limits. of Use Certification Agency Certificate Apprdved for use in HVHZ: No FL1735S R3 C LAC CAR, 138••1 4.odf, Approved for use: outside HVH2:Yes FL17355 Ij;3_O_t<gG_CAR. 138-1342pd,( Impact Resistant: No Quality Assurance.Contraet Expiration; Date . Design Pressure: N/A 03/30/201-,9 Other: Max, size 111" X 63". XOX 1/3-1/3-1/3'and 1/4-1/2- Installation Instructions 1%4. See installation details for DPs. Glass:compfles with ASTM EL*0355'a. iy`CWg-1667;; HS-6'20 XOXi_-odf E130Q-04. Y:... Verifled B -Lucas A. TumefPE 5829QtI � ' CfeaWd;byIndependent-Tnird.Par ty:Yes. , EvaivaHdn Reports 'WL7555 R3� AE EvalRea LV-I067"(H -6 0,xOXA&f Createdy IndeReRde(!t;Thrrd'Rarty, Yes- 17355.3 H57.620, Vinyl. Horizontal;Slder XX HS-620 Vinyl: Horizontal Slider XX-j Non. Iimpact. Lirrllts°pf Ilse. CerHfication:Agency Ceitifieatg .Approved for use In HVHZ: No: EL17355R3 C. CAC CAR 138-1328 pdf Approved :for use outside. HVHZ: Yes EL :R3' E EAC CAR i'381329odf. Impact Resistant1 No -- - -- - — --- --- -FL17355 R3-C A AR:. 8 r3 �, dr----- -- - .._ , Design.Pressure: NIA FL17355 R3• CCAC 8 i�,j3:odf: .Other: Max sizes: 74" z 63" � and 74 .x 72". See Installation Quality Assurance.Contract Expiration "Date. detail.for bps. Giass,compliesto: ASTM E1300-64. 12/101201$, Installation Instructions 'FG17355 ]i C405-1059EH5=620..XXl''6dP :R3r Verified By.:; L11casA. lbrner PE'=58261 Created by'lndepeadentThlyd-Party: Yes 1 I Evaluation Reports FL17355 R3.`AE.Etie(Reo-.f,�ys 1054.1H5 620 X3),ndf Created- by Independentlhird Party: Yes- hnps://floridabuilding org/pr/Pr-app_dWaspx?param=wGEVXQwtDgsRyNwlNWbrY%2btGx8TDFNwhGI KdL)dLP14KcHgrX911%2b1jg%3d%3d Page 2 of 3 T. Fl 14 II HORIZONTAL SLIDER - NONJIMPACT 74 1d' FLAN65 1 T r-----7� MA)L.UNtT WIDTH II 3IV : AW.SASH 1�11DTH GXSDLO � ANGE DGHT 7MN UNIT HEIGHT MAXI GLASS Lo, Xi I 0 TABLE,OFCONTENTb -GENERAL'NOTES a ELEVATIONS. 1 OF CHARTS & GLAZING DETAIL ....... 2; ;SECTION --1.. . .. .. ..... .. . . ANCHOR SCHEDULE & NOTES .--.5 INSTALLATION G%ERA(NOTES 1. THE PRODUCT SHOWN HEFIE91S DESIGNEd AND MANUFACTURED T2QoM L Vjj��FLQRI Aqq D.. INPCODE (FBC),C0FREJT tjtiCM2.GLAZ9qGOPTI0N9:jSeESH9Et2) &CONFIGURATIONS:*OVO"O% 4. DESIGN PRESSURE RATING SEESHEET 2): 4iEqATive blESIrN LOADS-SASSO ON, TESTED PRESSURE AND GLASS. I TABLES A I S I TM9 -, 1 130 1 D-0 4 -POSITIVE DESIGN LOADS.6AStDONil'EStEDPRESSURE, WATER ,VFIL7ftAT.lON7EfsTPRESSURE AND OLASSTABLES ASTME4300-04. 0, SERIES I MODEL DESIGNATION HS-020; 9;THE PESJPAIATION-KAND 0STAND FOR THE FOLLOWING:: X. OPERABLE SASH, .0 �FlkE]6 SASH' 10. SECTION CALLOLITS APPLY TO ALL ELEVATIONS IN A SIMILAR LOCATION. "NOW luEXTERNAL IWIEEP-S�LO�T,--5116"�'��118'LOOAT�2D 4-112* FROM, L N ,�EN DSI J. V, ..UNIT' 2 11 IVITG. RAIL ' ' D DESIGN RE9 RATING IMPACT RATINO: NO 3 SEE OOMPARA-rivis. A-NALygig C HABM-gHEET NONE .620 PVC H. Z? $41PER NOWIMPACT, 58201 k LucaskTumer STATE oo Jlyz 20f5.021 -.D3 04;00 01.0RI,.---j�� 00AS.& tFIN . _ER, FT. PE,# $8201 f23SJABARAAYE. NORTH PORT' F4,34288 GENERAGNOTESAND EIEVATjONS EMk 09!4lt4 CW S-1031 A SHEET '1,25 T. 61F'6 Unit 1 Width 35 ?w OVERALL IF ANNEALED V16' AIRSPACE Ire' ANNEALED SIKAFLEXS$"k PURFWXGLAZE-H` WIr ANNEALED' VIV, Aiat#Acs: 3NV ANNEALED .SKWM 552 OR PURR50T GLAZE W NQ:rE, IFSQflNTEkOm ISX15TSHPW!;i U$g NEn. LARjGFR SIZE, GLASS TYP'E"a GLASS TYPE D BT OVBftiUL U' TEMPERED w AIRSPACE �820 PVC 8- TEMPERED 31leAFLE02,OR PUAFECTX .dLAZE Fkr TNO 53201 STATE At IWAVA. TLI 14, P,E. 1.23,9,*WAAYF� .1 1. � - WA'.AYE I . NO 'Pk s414s&.isY4' Rttl)ut�G Fbvml DE$I d] (PRlE$$Q0E ' �tJ,N ows'l'oll :A SHEET j II INTERIOR; 1900SW ddTH V"e. I � I 1 13 11 3 21 d 11 18 www. ws.cc�39474 tytyy./;Cy.Jg� MOP% e _.. HORIZ, SLIDE, R NQN-IMPACT' .. �� ', .. .. .. a d SECTION VIEW B-B aw Q Z ] 9 -�; No seitit _, 9'; 6TATE CF 1tli-` G Jry. 1 toRta�,�2�. -I 9: MTG.RAILRE NFORGEMESEOTION,VINT.(201t)REQUIRED LUCASA TURNER,PE.' NRHEICHTS:ABOVE 83'- FL PE O6620.1. :1239 JABARAAVE., __ P .. P}f e61aB0iS?a I a SECRONVIEWS �. SECTION1). W?AAA - EMK .,.. 0123/14 'SrCTION:VIEW�C O ►- ALTERNATEF.IN'F.RAME 1TE116110TSHOWNF.ORC'ANTY. IOWS161 A ' 7•e,90.'tz iS16;$12T ,gHEET P2, 5 RF 6 - 4 4 5 PVc--rc)p/aM sAiL.46 140 lilo' 1-1YIV 3 PvcqqTpLocKRAI.L-.W0tP5 PVC DRAW RAIL- 612f9 ALUM INTERLOCK-S-2029 PVC-GLAZINGA - S610 I viol I i 16" -VIV EVq-9 II/lo' .0w. gLUM REINF. -S-2043' 'ALUM REINF.- - S-2044: ALUM AEINF:.-t,2005 ALUM REINf:•5-.2004� [75) V. riallir-I 7AG' T J" Awkouummck-s.mo, A.LUMEXT.REIRF.-S40f) PV.bCbV.FF(,P-5400 MTE;ALL I MFIUSIPN§*E AQMINUM BOff.3-Tg UNLESS QTH9-RWJ.S.E.ROTEDj 620 PV.0 HIGRIM-JOER Nbu-impAcT LUIA' FL P" A NOTES: I I,INStALL ONEANCHORATEACH INSTALLATION LOCATION: SILL 2. SHIM AS RED AT EACH tNSTAULATiQRANfHCl8 USING LOAD BE 3. ANCHOR TYJ?EAttE. MTG RAIL NareAft"N"N' GREATER THAN 1116'IS PRESENT. LOAD BEARWrSHIMSSHALLBF, 620PVC ql. SUPER NON-IMPACr rl k ALL INSTALLATION ANCHORS MUSfBE MADF,61�6R PROTECTED W]ITH'�,CQRhOSf9N "I, kSTANTMA7ERIALO9bOATIf4& DibSIMILAft,META.LlSORMATERLhi:s]NCONTAqTVVITHPRES�SORETFIEATEOWGOO:4UST ,BE PROT OTED"Ta.FFISVENT I FISAOT(ON. 1239 B AVE. 6. INSTALLATION ANCHORS SHALL 13E t9ACCQjRDAN.CE WITH ANChORMAWUP60TUFIER*S:INSTALLATICI,41NSTRUCTI�*,S,.ANDANPMPRSSHALL:NQTPEVSgPKAU15ST.R4TESWIT�.1,STFIEN$TH lj!EzAAINIMVM S LESS TW ;NOR PORT; Fl. 3,4288 S74 b. ANCHOR EMBEDMENT TCISUBS-I�RATr SHALL BE kYOND WALLCRESSWO Oli STUCCO. FOR CONCFIFTEJCMU OPENINGS�.EMBEDMENT SHALL BE BEYrOJ41) WOOD BUCKS, IF USED; INTO,'SUBSTRATE,- IXDUCM ARE' I AkP}0Ft'SiCHEDuLEAND; 7.A,MINIMUM,CENTER-tb-Ct,"ftsPAdiN , cc'* AL' GSHA . BEMAINTAINEDBEINEPRL-FASTENERS:3'FP"Sj i-:1, rDiftwobb PNQMOAL. IVIV91111W 1, LOAPST671HE61RUCTURE. ;8Y031 SHE HE E 1:20 Sap ILER SEA `Al�l TBOY"t1m, SIT SEALANT BEHIND F V.NGE BY INSTALLER' WX SHIM 110pll'o 4TUECTION W_2n -TABLE 1: AP.PROVEDINSTALLA'UON.FASMM-__ FRAMETYPESUBSTRA'rE TYPE ANCHOR,t"E MIK EFABEOM FLANGE CONCRETE jZO KSI MIN.), i 3116P rTW TAPGON 1. TOM FLANGE, NOLLOV-08 P, -FILUZIXCMU,(I I 3fIS'ITWTAPCON I Z_ FLANGE HOLLOW or GROUT-FLLED.CMU (ASTIA 000) 3/167 ELCO ULTRACON 1-1/4' Zt?.Z FLANGE "r 'SPUTHERPRIMMSM7, ORELCO.ULIRACON FLANGE 2XMIN..S0UTHERNRNE.(3-0.55) #10 WOOD SCREW, FLANGE I6.GLAUGE-;(0.060') MIN..STEELSIUD .(nKSJYIELDMlQ 9.10-16MILTMW"LEX08 TEKS SELFmORI 11W, CREW FULL -THREAD TBRUMOBW 7119' FLANGE YT. ALUM lqqRi5 MIN.) PH 118'.STEELIP KSLMINJ .I. I fl(IrRAI)ebAELF�TA FTiNG/ PILLING SCREW FULL THREAD THRU 0.125' F04 IN.. j2XMSPU A THERRPINE (Q=94,54 1 1#10 WOOD SqREW ANCHOR HOSIMWALSItCTION HEAMLFS"LS8MPLM1ORFN INSTALLATION NOM.A0.1)[TICINAL. THIRLI-FRAMEANCHORS S(ASEESHE 7 Anlo)LA 0RYE0[D AT WG RA-14 0 T 'V:' , D- HORZONTALSECTION 80 EVSILTLA"LATIO" FOR R SANaJAMSSFOR BOXINSTALLATION FLANGE REMOVAL NOTE: PARTIALLYOR FUMY REMOVING THE FLAING.9, UP TOAN6.19CLUDING'A ElOkFFLAMEAPPI-ICATION ISACCEOTABLE PROVIDED: -MN. im- FiLLeroFOONSTRUCTIOI,.aFCAOEADREs!vE CAULK IS APPLIED INSIDE AND OUT, FULLTERIMETE9,13Y INSTALLER. -PRODUCTANCHORAbE'ISINAGQOhDANCEWIT.H.BPQUIFIEMENT.SAS' SHOWNF.0RK.ANG'E WINDOWS, 620: RVP H.Okli. SLIDER NOWNIFACT Na 53201 ]STATE OF' 114".ViU JOAS &TURNER, PX FL P1511,0991 1239 JAPARAIAVE DAfH FORT.A.04#6 . PH. 941-380-1574 IT A"TION DETA11% IN BY. VAI' EMK 09/23714 r f$.Iasl A � I $HEET 1:2 -b 61F 6 John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 15 3200-3210 Morning Dew Lane Permit # 18-02-0532 October 31, 2018 Revision to Florida Product Approval for horizontal rolling windows : - RFCF1vFo Peryn�hi 01B1B st z �P°paa c°�nM�"'enr Custom Window Systems, Inc. #HS-620 vinyl frame, horizontal slider "XO", non -impact rated, insulated windows may be substituted for the PGT window presently shown on the issued Permit plans. U value = 0.33, VT = 0.45, SHGC = 0.19, infiltration < 0.3, Design Pressure =+50 ( ) 75 psf. Note that all of these specifications exceed the requirements of the ASCE 7-10 and the Florida Energy Efficiency Code documents already submitted. regarding this revision, please contact me as listed above. o. M. R .o�C � ,,o N. .-ps,��i John M. Foster - Architect Member - American Institute of Architects - LEED AP 11205 Ridge Ave. Fort Pierce, Florida 34982 Florida Reg. No. 8511 Planning & Development Services Building & Code Regulation Division 2300 Virginia Avenue Ft. Pierce, Florida 34982 Sedona Multi -family project - Building 15 3200-3210 Morning Dew Lane Permit # 18-02-0532 October 31, 2018 Revision to Florida Product Approval for horizontal rolling windows : RecFrt"Fo pew ttln 8; 9 Depe�'f'nt Custom Window Systems, Inc. #HS-620 vinyl frame, horizontal slider "XO", non -impact rated, insulated windows may be substituted for the PGT window presently shown on the issued Permit plans. U value = 0.33, VT = 0.45, SHGC = 0.19, infiltration < 0.3, Design Pressure =+50 (-) 75 psf. Note that all of these specifications exceed the requirements of the ASCE 7-10 and the Florida Energy Efficiency Code documents already submitted. regarding this revision, please contact me as listed above. P CON .N M. l�p'vo\ ,0 1 sT0 7 fvitr�%1 �iSl, C� G 7 0 50 v Flonda Building Cdde Online - _ -10131118, 4:02 AM Rol usua - ss rf� s�ar,.fa4`rh ty "'atl".`.4LtgNe�a. �G�i•x i r'.P .w .+.w•,.-+a++...�i.r.t ewf,��Ffr �;�' j r dPAx Sss$+� 4atN1 45Va; Pi$ISt na rn rG3Pf! d ELQt=AM90wLU= Er6auaor .�i ,Application Type Affirmation Codeversion 2017 Application Status Approved! Comments Archived ^- Product Manufacturer s om.WfndoW Systems;Inc. Address/Phone/Email F 1900 SW, 44thAvenue . Ocala, FL34474. (3S2).368-6522, Ext 291 jlatfirop@cws1cc Authorized Signature Kevin Pine kpine@cws.cc Technical Representative - Erin Koss Address/Phone/Emall 1900 SW 44th Ave. Ocala, FL 34474 (352) 368-6922 Ext 291 ekoss@t%wB.cC Quality. Assurance Representative )ay Lathrop Address/Phone/Email :1900 SW 44th:Ave-. Ocala, FL 34474 (352) 36876922 Ext 291 jlatfirop@cws.cc Category Wlgdows Subcategory orizontal Slider Compllance. Method Certification iMark:or Listing Certification Agency Keystone Certifications, Inc: Validated By Steven.M. Urich, PE G� ValidatfOn.Checldist- Hardcopy. Received Referenced: Standard, and Year (of Standard) Equivalence of Product Standards Certified By Standard' AAMA/WDRA/CSA 101/I.S.2/A440-08 ASTM E1300-04 near 2008 2004 https:llfioridabuilding.org/prlpr app dti.aspx?paramcwGEVXgwl0qsRyr4WiN,WDry12btGx8TDFt4whGl KdU4(LP14gcHgrX91rl.2bug'/,3dye3d page 1 of 3 Florloa?tiulldinp.„Cade Online 10/31118,4:02.AM } 01 affirm that tbere;are,no:citianges!In'thenew Florida Building Code which affect my pmducijs) and my products) are In. compliance with the new Florida Building Code. Documentation from approved Evaluatiomor Validation Entity rjYes''UNOON/A. Product Approval .Method Method 1. Option A I1 Date ";Submitted09/14/2017 DateXValidated 09/14/2017 Date: Pending FBC Approval Date -Approved 0g/i512o17 for use in HVN2:, No for usetoutside. HYRZ: Yes Impact Resistant: No :Design Pressure: N/A Othen Max_slzesf 747'x'63"'and 74" X 72". See Installation detaiis for 1309 :Glass .compiles wlth'AS* E7300.04. Created, Non -Impact., Party:'Yes Date 11735S.2 j HS=620: vinyl HorizontalSlider XOX. I HS-6201Vlnyl'Horizontal Slider, XOXt Nonimpact. i. Unnits of use Approved for use, In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Uesign'Pressure: N/A Other: Max. size.111". X 63% XOX:1/3-I/3-I/3 and 1/4-1/2- 1J4. See )nstallaflon oetaiis.for DPs: Glass:compiles with ASTM Ei300-o4. Certification Agency Certificate FL17355 R3 G_CAC CAR 138-134t Ddf, EL17355 1335_GAS_CAR 138-13413XIf Quality,Assurance :Contract Expiration :Date 03/30/2019 Installation Instructions 11355 I`$o7 :(HS-620. XW. yiy;Lucas A Turner'PE-58205 Created by IndepenclwtThlyd Party: Yes. Evaluation Reports FC17355 Rai AP EvalRep CWS-1667 fHS-620. XOXS-odf Created tly Indgpendeptj'hlyd Party; Yes:' 17355i3 HS-620 Vinyl HorizontaltSlider XX HS-620 Vinyl, Horizontal SSder,.XX,Non, Impact, Limits of Use. Certification.Agency Certificate .Approved for use. in HVHZ:. No, FL1735.5133 C. CAC CAR 138-1328.pA( Approved :for use outside HVHZ: Yes FL17355 R3 C 'A CAP, 13884.ndf Impact Resistant: No _ _ - _ _ _ FL77355 A3 c CAG 'CAR.,138-1332'.odf Design Pressure: N/A - -- -- FL17355'..gC-CAC CAR 738-1333':odfj - ---- -'— .Other: Max. slzes: 74" x 63" and 74" X 72"-. See Installation Quality Assurance.Contcact Expt illin'Date: detail for DPs. Glass :complies to. ASTM Ei300-04. 12/10/2018. Installation Instructions F 17� R3 II CWS-1059: rHS=620. XXl.;odP Verified By; Lucas -A. Turner PE-58201 Created. by"Independent Third Party: Yes htips://flor.idabuilding.orglpr/pr_app_dtl;aspx?paratn=wGEVXQwtDgsRyNwiNWOrY%2btGXSTDFNwhGlKdUdLPi4KcHgrX9[1%2tiug%3d%3d Page 2 of 3 TABLE-OPCONTENTS. GENERALNOTES & ELEVATIONS-1 DP CHARTS & GLAZING DETAIL —Z .SECTION VIEWS........ EXTRUSIONS SB.O.M 4 'ANCHOR SCHEDULE & NOTES ..... ... 4 [NSTALLATI04DETAIL.;—S 14 GENERAL NOTES, 1.THE PRODUCT SHOWN fiEREIN fsb68IGNED AND MANUFACTURED QMMERST TO COMPLY WITIMJE P-QRIVASUILDING CODE (FUCLCURBENT - lqB0sw4,THAVF-,. EDITION. , OCALA, RCRIDA 34474 2. GlLAZfNG, OPTIONl:jS8E SHEET 21 WWW.CWS.CC 3, CCNFIOURATIONS: "CV OJA-X&. 620 PVC 4- DESIGNHOR17- SLIDER N&44mpAcT 5. ANCHORAGE THE 33 V3'. STRESS INCREASE HAS NOT BEEN USED 8, SERIES I MODEL DESIGNATION HS820. 9;T" X:11F -S"IJ131LA It"" AN.D 0-5 AN THE FOLLOWING - OPERA E SASH, FIXED X7 to. SECTION GALLOUTS APPLYTO'ALL ELEVATIOWIN ASWULAA iLOCATION, I 'EXTF9NAL WEEP SLOT -&ll6`X2-Va*LCGATED 4-112'FROM_ BOTH.E-NpS.- v i 'MAX. UNIT `9611 MTG. PAIL MSJGN,,PFEiS6FERATING p IM ACT RATING 74"A 63" NO ;SEE` COMPARATIVE ANALYSIS I CHARTS; SHEET Z NONG, Lucas A. Tumor Z915-04-27 21:03-'04-40 rA PZ GENERA( NOTES AND Et IQNE 1 I EMK I OR12NI4 I CWS-10311 A '1:25 Unit, Width I WIdM 1 35112 1 39112 1 411/2 1 474/2 1 51 V2 . '1 554/2 1 50112 1 63 1 39 UW ANNEALED SIMFL" 5520R PORFEOTGLAZEIC lie' OVERALL L95W/:G'WS.CC iB` TEMPERED wtb'NRSPACE 020 PV.Q !re• TE1pE FD HORIZ SLIDER SPu`EcX552,ORFTGLAZE NON"IMPAC7 ) .tr i +SO f.S&5. +49.Sf-49-5 GLASS .. TYPE A.. - GLASS 7:9`OVERALL Y161ANNEALED - 7/iF AIRSPACE 3'16 MNEALED ��.. RIKAELEJ(552 OR ,In1'nFEGTGLAZE'FP &r O , SDITE ,. TYPEti 7fe` OVERALL, --3216"TEMPERED 7M6' AIRSPACE 311G TEAAPERED 60'TEXS52'OR a'A, PURFECT`GLAZE-w SIT GLA.S3 DRff /3ti1. d50/-SCI .+50144.1. +50/-SLS ♦47.6i147.6'. ZIA&2 +4&2/-0&1: +4&2/-48;2 � w&2f-a5:2 +45.9/-45.9- .. '- 5/.-45 '' 4451-45 1 445145 1 +45/-45 1 +45/45 ESSYMFORDDALSPLIT"W w'WO'.WRH CLASS TYPED COR D unit H4ISTt _ ... 51.1/2 -" 5512 591/2 �6SaM 871/2 72 501-75 450/-75 +50/-75 501.75 +50/-75 v50/-75 90/-75 1 +50 75 1 +50/-7S 1 4W/-75 1 +50/-75 +50/a4.4 +507-601 +501.60:1 +50 -SZ9 +50 -512 +509=536 +S9f,SX6 OhS&b d50 -SL2 450f.50, +Sq -50 +50 +50 +SD1-50 -".GLASS TYPE"G GLASS TYPE D NOTE, IFSOCiNTENDED IS.NOTSHOWN. L/5E NEXT LARGER SIZE; +f A ,8.FqTJON VIEW,,A-A ITEMS ,NOT SHOWN FORrLANTY: 7-5. 10,12.15116,4e2j ALTERNATE f.fIAME INTERIOW SECTION VIEW P-D OTG,FrAL 'S 1" 1111 80% 9WRIED "t"T GEMA r ION rl4EIGk I '06 OVID KOf.tlZ.SqDER NOWIMPACT Tr bfr Smmommws 16W v2 4 PVC MAIM FRAME-H:,g)27 111r Lf f yyyyy.LLwY5,CCn.r.,..4. 4 5} 620 PVC 11 t6' DDRRifFaNFS6 t ::rjte• ALL5iDfi5 HQ�i(�.$40ER 1}� 8 NOMIMPACT PVC' RSTM RAILF"140 W ttVlol i i - krt8' jjib � 1 15/IB• 1 16/i6" '13�16' --. L,e'1" iSYe• PVGINTERLOCK RAIL -Rdj,45 PVC DRAW RAIL-0139 ALUM INTERLOCK-52029 PVQ% ZINQBEAD-S-4,j4t t 1116'.., GAe' f Ntk T,5/16° T''—'f�— 1 yfs 1 5(t6" 1 A {((6' f iH$• � 1 u16- 1�=+ ALUMAEINF.-S-2093' 'ALVMREINF.-Ss2044 ALUM R6INF,-&2445 Al -Uhl REJN-$-2044 �, AUJk, QLLER 7rRAck-$-2634 ApAiXT, 5.EINP,-S-2d1;t PVD obvFR-P-5400: 4UCM A Tq EP P,F, ft PEOMf 4239JABA5AAVE:, NOP�Bst.,s$IS-74 58 A M0H01jlDSPAN SUNTlH*eMGlMTSV uko�m) e MAX tvf,4" x NOTES; 1ANSTAU 2.$HIM AS CONSTRI 3. ANCHOR wl avl) ANCH RLAYOUT-IFINI. NOTE TH� MAWHQBS U "TU RAIL WHERESPACE GREATER THAN 16T IS PRESENT. LOAD SEARING SHIMS SHALL BE ORRI)WN RESISTANT MATERIAL 00 CDAIQNQ DISSIMILAR METALS OR 0199111Af*IN CONTACT WITH PRESSURE TREATED WQOU MUST *TU9ER,S,IN$TALl-ATJON INSTAUOTIONS,AND ANCHOSS $HALL NOT BEDSE61N595STRATE$ NqH S4 T WITHMET- 9 LE, T�M 4 -EMINj-KLiM DR,STUGCO, FOR CONCRETF/CMU:OPENINGSyEMBEDMENIrSIALLBEBEYONDVV6008UCKS, IFUSED, INTOSU8ST0ATE-tXDU0KSAE 'ALL MStw0s: 3' F05*sb*y;v RtRowbooffic,"M"AL 0 TO TRANSFER WIND LOADS10, THE STRUCTURE OF THE REFERENCE DOCUMENTS: 62DPVi,% HQ".M$ � LIDER NON -IMPACT t20 REI A 4 SEALANT8EH, FNGESYIW L, tA,IN MTLER V MAY(:SfIM HoRaoWALSECRE wa CHO, picJAMS mqHoFAQF, TABLE 1: APPROVED INSTALLATION FASTENERS - FRAME tYPE SUBSTRATE TYPE I ANCHOR TYPE MIN, EM8EDMEXTJMfN.,EDQI�DIST. FLANGE . CONCRETE (ZQKSJ MIN.) I 311W "W TAPCON FLANGE HOLLOW OR, PROUTfUEE) CIMU (117 PCF MKIL) 31 IS- 6W, TAPCON 7 r � I.. FLANGE (ASO OA 0a) C'o" a) FLOO 3'rfil EL'OO ULW&CON — I —11W FLANGE;" ,I _ 72=1511�QU 0 LCO_U ORELCO.ULIRACON 1,W - � FLANGE 2)(MK,SCUTflERN,PHEf(C-0;SS) #IowQODScRffw— 738' Ale' FLANGE JU 16 GALIGIFiD.060-) MJN,,STEELMD (33SlYfEEQMW) I ojo.,6jijo WX_VLVX OR nW K TEKS 851FUMLLLNG$CREW —FI—ALTHHEAD THRO 0.06W 7im" FLANGE I I iT ALL VW STE , FULL —JHREAD THRU 0.1w Wlet IFIN 1 14ZIO WOOD SCREW I-v2- 620 PVC HORIZ. SLIDER 14014IMPACT HDRIZOWAL SECTION ITZ%b FINAIn"OBAGE DSIUSIMILAR FOR PIN INSTALLATION NOTE','ADPMWAL T14RU-FRAMF-ANCHORS (ArS 8-0OWN51iTtAINDET.kCHORMVAle) REOb OUT. AT MT�3 RAIL SEE SH A BOX,INSTALLATION FLANGE REMOVAL NOTES PARTIALLYOA FULIYAEMOVINGfHE FLANGE, UPTOAND INCLUDINGABOkFRAME APPLICATION ISACCEPTABLE PROWDED., "M 'M'NA I/W FILLET OF COYSTAUCT;CN-GRADFADRESIVE CIUlLk IsAPP � LIED INSIDE AND ,RULL.,PERIMETEk,8Y INSTALLIA. - PRODUCT ANCHORAGE-fS IN AQ(C RDANCE WITItREQUIREMENTS AS W� = 4H CWJ 4 FOk FLA N 0 E Wr I N 1) OWP, 112 am Of, 00AILS,