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HomeMy WebLinkAboutNOAMIAMI-DARE COUNTY PRODUCT CONTROL SECTION iT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 CODE ADMI OSTRATIONDIVISION T (786) 315-2590 F (786) 315 2599 OF ACCEPTANCE (NOA) www.miamidade.eov/economy .V , V J. ecunuiugy Lrlv,e, SCANNED North Venice, FE 34275 SCOPE: BYrr++����,,,�� This NOA is being issued under the applicable rules and regulations governing the �use)'ACi&sthYetttlif materials_ The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (ADD. This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ-(in areas other than Miami Dade County) reserve the right to have this product or: material tested for quality assurance, purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, for suspend the use of such -product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is; determined by Miami -Dade County- Product Control - Section that this product or material fails to meet the requirements of the app)icable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series'9 R-5510" PVC Horizontal Rolling Window— L.M.I. APPROVAL=DOCUA=: Drawing No. MD7HR5510-01 titled "Horizontal Roller - LM', sheets I through 18 of48, dated 05/15/15, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE,LWACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturers name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or. change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. r" INSPECTION: A copy of this ,entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 16-6714.17 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well aslapproval document mentioned above. The submitted documentation was reviewed by Jorge X. Plasencia, P.E. NOA No.17-0411.08 MwntogoE COUNTY Expiratiog Date: September 24, 2020 jZ 3 I i l Approval Date: August 31, 2017 Page 1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No.15-0903.10) 2. Drawing No. MD-11R5510-01 titled "Horizontal Roller - LM", sheets 1 through 18 of 18, dated 05115115, with revision B dated 03/27/17, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a PVC sliding glass door, a PVC fixed window and an aluminum sliding glass door, using: Kodispace 4SG TPS spacer system, Duraseal® spacer system, Super Spacer' NXTrm spacer system and XL Edg6m spacer system at insulated glass, prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11116115, 06/07/16 and 06/02/16 respectively, all signed and sealed by Idalmis Ortega, P.E. (Submitted under previotrs NOA No. 16-0 714.17) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5410 and series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8072, dated 02/03/15, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No.15-0903.10) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 5) Large Missile Impact Test per FBC, TAS 201-94 6) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8073, dated 02/18/15, signed and sealed by Idalmis Ortega, P.E. (Submitted tin der NOA No.15-0903.10) Jorge X Plasencia,P.E. Pr uct Control Unit Supervisor NOA No. 17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowm uED) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of series 5510 PVC horizontal sliding windows, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-8074, dated 11/06/14, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 15- 09 03. 10) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5111 Edition (2014), dated 08/28/15, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Subritted under NOA No.15-0903.10) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.16-1117.01 issued to Kuraray America, Inc. for their "Trosifol& Ultraclear, Clear, and Color PVB Glass Interlayers" dated 01/19/17, expiring on 07/08/19. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06125115, expiring on 07/04/18. 3. Notice of Acceptance No. 16-0712.03 issued to ENERGI Fenestration Solutions USA for their "White Rigid PVC Exterior Extrusions for Windows and Doors" dated 08/10/17, expiring on 02/28/18. 4. Notice of Acceptance No. 16-0712.04 issued to ENERGI Fenestration Solutions USA, Inc. for their "Bronze and Lighter Shades of Cap Coated White Frigid PVC Exterior Extrusions for Windows and Doors" dated 09/15/16, expiring on 04/16/20. 5. Notice of Acceptance No. 16-0712.05 issued to ENERGI Fenestration Solutions USA, Inc. for their "Performance Core Rigid PVC Exterior Extrusions for Windows and Doors" dated 09115116, expiring on 04/16/20_ Jorge M. Plasencia, P.E. Prp net Control Unit Supervisor NOA No.17-0411.0E Expiration Date: September 24, 2020 E-2 Approval Date: August 31, 2017 PGT Industries. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014) and FBC- Wh Edition (2017), dated 08/02117, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest, dated 03/31/17, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 3. Proposal No.16-0125 issued by the Product Control Section, dated March 09, 2016, signed by Ishaq Chanda, P.E. (Submitted under previous NOA No.16-0714.17) 4. Proposal issued by Product Control, dated 8/27/14 and revised on 9110/14, signed by Jaime Gascon, P.E. Supervisor, Product Control Section. (Submitted uuderNOA No. 15-0903. 10) E. OTHERS 1. Notice of Acceptance No.,16-0714.17, issued to PGT Industries, Inc. for their Series "HR-5510" PVC Horizontal Rolling Window - L.M.I., approved on 09/01/17 and expiring on 09/24/20. Jorge M. Plasencia, P.E. roduct Control Unit Supervisor NOA No.17-0411.08 Expiration Date: September 24, 2020 Approval Date: August 31, 2017 E-3 14 ANCHORS, SEE CLUSTER DETAILS GREETS O.C. 12-LP MAX. b' MAX. —•-i L��__.... —t SER SHEET 3 A SEE � SHEETS EQUALLY SPAWD ANCHORS PER TABLES 17-R SEESILL WEEPHOLE DETAILS. SHEET3 QSD SHEET MAX CX OHT ' SEE SHEETS E•16 Mau WEEPHOIE_ DETASB SHEET4 ELEVATION FOR TYP. EQUAL LEG FRAME SHOWN AS OXCOjNFIGURATI N GENERAL NOTES: SERIq 6510IMP4CT RESISTANT HORIZONTAL ROLLER 10 MAX. O.C. au HEI I O — M1 X e'MAY 4- DID, I rNVM — BETWEEN H-- EG B 7B• MAX. DUCK WIDTH EESHEETS MAXNam' E-1E C a BUCK HEIGHT o X H---�-- 7VMU(.0UCKWDTH •---I ELEVATION FOR TYP FIN OR J•CHANNEL FRAME SHOWN AS OX CONFIGURATION ANCHORED THROUGH THE All•FIN r MAX +4 I•--•- WI -DARE COUNTY, USS ONLY MWMI-0AOE COUNTYAPPROVDD MA60NRYANCHORS. MATERIALS USED FORANCHOR EVALUATIONS WERE SOUTHERN PINE, ASTMCBO 4CRETE WRH MIN. KSI PERANCHORTYPE. THICK ARE TO BE CONSIDERED 1X NSTAU ATIONS. IX WOOD BUCKS ME OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE WOOD BUCKS GREATER. IXAND U BUCKS AMEN UGCDI SHALL BE DESIGNEDAND SECURED TO PROPERLYTRANSFER LOADS TO THE STRUCTURE.WOOD OOD BUCK DESIGN CYCLE TECTING AND GIASS PER ASTM E1300. DESKLN PRE65LIRE PAi1N0I IMPACT RATWO VMESPERREiWORCEMCW LEVEL. SEE 6NEET5 &e I LARGE &SMALL MI&BR$ IMPACT RESIeTANP _ 18.86• I iF._.� MAX O.C, A 1 H6IDMT X O X MAX D.C.o. 4. O.C. BETWEEN B WEEPHOLES 3' 140- MAX. BUCK WIDTH ELEVATION FOR TYP. FLANGE FRAME SHOWN AS XOX CONFIGURATION WOES/STANDARDS USED: -201T FLORIDA DUILDING CODE (FBC), aTH EORION •2014 FLORIDA BUILDING WIDE IFSG , 5TH EDTIQN -ASTM EISOMD -ANSVAF&PA NOS-2015 FOR WOOD CONSTRUCTION -ALUMINUM DESIGN MANUAL, MM•2018 -AISI SIOO.12 -AISC36MO 2 3 4 0) METAL SUBSTRATE TO MEET MN. STRENGTH AND THICKNESS REQUIRWEN78 PERCURRENT FLORIDA BUILDING CODEAND TO DE REVIEWED SYTXEAUTHORTYHAMNGJURISDICDON. C EXTRUSION PROFILES&BOM._IT 10)REFERENCES: TEST flEPORTSFTLEOT2, 00T35801<; ELCOULTRACONNd1; ELCO CHETEFIEX NOA;ELCOAGGREGTORNOA:ENEROIWNDOWMDDOORPROFLES,LTDWHTB&eRONZrJLIONTER ASSEMBLY .................__._._..IS PRODUCT REVISED SHADES OF CAP COATED PVC EXTRUSION NCA6, NATIONAL DESIGN SPECIFICATION PORWOOD CONSTRUCTON•ANSVAF&PANDS&ALUMINUM DESIGN MANUAL 1 QAPPUCAME EGRESS REOUIRMIENTSTO DE RENEWED BY BUILDING OFFICIAL. R4 OOmpl in wIN Ih-Pledtle ONI41np LTe�i USER INSTRUCTIONS: I IIII NOA-No, 17.0411,00 1)DETERMINE THESITE SPECIFIC,WNLOWOPENINOS DESI NP ESSURE REOUIREAENTUSINOWNMOADSTANDAROASCE7. 2) KNOWNG YOUR FRAME TYPE, WINDOW CONHOURATION O%,X0,XML 62E, GLAZING UP ION FROM (TABLE IJANO REINFORCEMENT LEVEL. DETERMINEYOURWINDOWS DESIONPRESSUREREDUREMEWFORMRWNDOWOPENINGUSNG TY 47 `Yc BONY LYNN/.1, '••CFH...41 AA JR pcy 03/'27/1% R-.pm,,; NOI�ENµG2W Or 1�[RJc EXPt V lDJb08/24 Dy / REQUIREMENT FORTIS. WINDOW OPENING HELP IGNFWD �1'N: V F •';`AL MIPm ro uc an TABLE&E•1&(MESS 1.USEINDEXT TABLE 5 ON SHEET 8 TO THE85UROPRIAT OBTAINED IN STEP I. USE INOEXTADLE90N SHEET TO HELP FWD THE APPROPRIATETABLE. -_ ����ILT�\J�'"�/�\ R-Mxe SA Oabl RMYon• 3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 AND 3 ON$HEET2 ACCORDING TO THE INSTALLATION CODETERMINE THE ANCHOR QUANTITY FROM TABLES 1Td7(sHEETe o-fe). W.ERiFVTHE ANalowsu8s7RAre WILL MEETCONDITIONS 4) DETERMINE �,0 ��I�ryJy����I Jtl' GENERAL REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3, ANDTHATALL MIN, REQUIREMENT$ FROM THIS SHEET i�,G'•. SSNN'C 'Z NOTES & ELEVATION JROSOWSKI GET PRE MET, B)INSTALL AS PER SHEET 3 FOR FLANGFIEOUAL LED INSTALLATION OR SHEET 4 FOR INTEGRAL FINN-MkNNEL INSTALLATION. OOOFFF� ��lCs'••gDRIDN; •' R. '4Y 10TOTECHNOLCOYDNVL MVEMC6•FL34278 (P4 160B7� HORIZONTAL ROLLER -LM 05/15/18 UCRTABLE 40NSMEET 2TO FIND THEFPPROPRIATE DETAILS. S/NG`YY YAIYNNiASLER,PE. ON13THE SAME PROCESS FORALLFRAME TYPES (ACHANNEL,FLANGE, DETERMINATION IIURE n& SM H&10 NTS 1 OF 18 MD HR5610-01 B INTEGRAL OR EQUALLEWBOnTING B ON P.EABLI00 CERT.OPAUTH.3`40108 Aal R 1•.11I1W1RI Y m app TVPG0. Glen Type Description (Ustad from Extorter to Interior) 6 7/9'Laminated I.O.:11B'AExtender Cap +7116'AB Space +W16-LFmlmated;(2)Utes of 118- A Gleeswlth.OBO' PVB IMeriayer 6 7/W Laminated l.0.: IV T Eetellar Cap +7116-Air Speed +&16'Laminated: (2)Ufa of 1/6' A elms W101.090' PVB Ir6eDayer 7 7/8'Laminated I.O.:3118"AExtelm Cap +W8-AM Space +6/18'Laminated; (2)Litee of 1/8' A Glove WIfh.090' PVB Mterlayer 8 7/8-Laminated l.G.:311V T Extedar Cop+SW Alr Space +6/16'Laminated; (2)Ute, of l/6'A Ginumth,090' PVB Oneriay'er 10 7/8'Laminated l.G.:1/B'TExterior Cap +VIS'Air Space +5/16'Laminated; (2)Ulm of l/B' H Glass wlth.097 SIG lntedayer 11 7/8- Laminated LG.: 3116' A Exterior Cap +3/8' Air Space + 6116- Lemlreted; (2) Utes of 118" H Glue Wth.080' SO Inledayer 12 718' Lamiiated I.O.: W18' T Exterior Cop +316" Air Space 4 6/18' Laminated; (2) Utes of 1/0' H Glass whh.090- SG lmerlByer 14 7181 Laminated LG.:1/9'TExterior Cop+e/16'Air Space - VIE- Laminled;(2)LNes of 3119' A Glen W11n.080' SO lmedeyer 18 ?TB'Lgmin6ted 1.G.:3/16'A ExtenrnCop+1/4-Ah Space+VIM* Laminated;(2)Ules of3116'A Glass with.090' SG Imerleyar 18 7/8'Laminated I.G.:3/16-T Exterior Cap+1/4-Air Space +7116'Laminated:(2)Utee of3116'A Glees w6h.OGP SG Intenayer J<C SnCC I O, IMJ,C O r VM1 YY.GIIYW V CJlury Tf.L J. VK•IYV V 11 VMWC YYYCA. Group Anchor Substrate Min. Edge Distanco Min. EmbodmonC A 010 SMS (ateol, l&B S.B. or 410 S.S.) Stee, WB' Dow SIAlUS7 ,A853Gr.33• 0.O4505W as.) AlUminuln, TS XV WB' O've, all 8'Steel Ultmcan 2.8Ekeg grouted 1' 111 C(m. CM , TM Ca0) rT. 2.117 B g128Ms (steal, 1W89.S. a 41US.S.) Moot P.T. Mouth" PInC (SO=0.65) Wis• tale` Mg- SIM, A4B' 3/B. 0.05V tee SN , A653Or. 33' WS' 0.0451`(11100.) Aluminum, 6M.T5' 00ST C 114' steel Ultmcan Conomto (min. 2.65 Jet) 1' 1•W4' r19rouletl C , (ASTM C-90) 24/2- 1-1/4" 1/4'steel Crotalex ores inn. .35 e P 1 4' 1/4'Stow Unmeant COUmbe(Min. 2.55 Nit 2-2 14V4' 1/4'otpe emeon P.T. 9mrthem Pile SGa0.66 - 1' la/e` 1/4- along Cretea x - Concrete (min. 3.3E Me) 2-12' 1.314' D 1/4' elect CRloaex UngreYlEd c , ASTM Q90 2R2• ,L6-uA In Plne SU-V.'D V 1a0` 114- Steel AcgagnbGpbcf I Loncrete(m n. 4.27E KITH) 1.11Y 1a18' 1/4-etoei AggmGatm I .T. SoUI�SG-0.56 routed CMU. REIM c41G I' Y 1 2` Group Anchor Substrate MIn, Edge Opens Min. Embedment' E 2-02' x , 31' Cm-- P.T. a-m tom Pon is-FE-35 W8' 7/7 2.1/Y Pingahnnk Rooting Nell P,T. Sov tom PIn0 (SCNR)X5) WB' 2.7/1V F 010 Tmsshaed SMS (S.) W410s.Ss.) 41D P.T. Southern Plan(SG-0.55) 11Y ta/8' Mumlrlwrn 5083-TS' WB' 0.0513' Steal Stud, GGr.33' W8- 0.0451-(18 Gad steel AlO' WB' 0.050' w12 SMS (stow, 1" 8.8, or410S .) P.G. Southern PIN (SG.0.65) vie 1a8• um sum 3-T 31V O.De3' Steal BN0, Gr. 33' 318' D.05T 6twi, A36• W8• 0.050' -MIN OP3 THREADS SEYONOTHE METAL SUBSTRATE. 'UNGROUTED CMU•VALUBS MAYBEU6ED FOR GROUTED CMU APPLICATIONS. •A- J ANNEALED 'H'. HEAT STRENGTHENED T e TEMPERED PVB' -=0' TROSIFOLM PVB BYKURAAAYAMERCAWC 'SO-- .080' SENTRYOVS® INTERLAYEREYKURARAY AMERICA INC. 'GLASS TYPE36. T. 11 a 18 MAY NQj BE USED IN THE HVNASOVE30•. McIMw Mn Fr Min. Fu SInl Sctw• 94h1 120M 1Bd Scmw 60 MI BSksl 4105omN SO k0 110141 EICo As m4,1a0 57 M1 88 ke1 E4. URnC011& 151 MI In MI 4108E Doe Oo4FIm:® IV.4ks1 18471t.1 6a61 our real am 22ks1 A3054w N k. 01. W Bud pV 45kei NETALIATION NOTES SEE SHEETS 3 It 4 FOR 16LUST8AmONS! T6RLF l• INnnY OG MRYdLI GTl(1Y YCnlfflle Fm. Type, (as Fig B) 01e0 Oposns (me Table 1) Installation, Installation, aubGnm 0ptla10eten ehset J Chenral dG 1 4 Through he In"Ind tn....,. n..Wo UWaol FronelDueMtlp• sleet 4. apft6 ..,.klb WWI.. No 4, oPnn B IN* We Minn, affiNwlldow...... ... ban 2%W004 FnmelBmkilO -".14. option bto Motel• ahM 4, WOM7 Flory, 0O) 1.4 Though ON eamo ofthewWow...... ....blO2XWOOd F(undBW,M •sluat 7, eptlwl -.b4 Conente/CMU• emit 3, hD2 .._ hl%BuoMW IMO CorcleleCMV•ehw13,O 0 ....No LbW • Geat 3, opt.4 bteglai Fo (m) 1.4 Thmughthe t4hinblI...1.. ....brto TXWOod frenwBucMUlp •,lun,t 4, optlene .... "Mmel•""U Optima Treouph On, Ism, ofinewinlaw...... ....IN 2XWwd Ramo•Buck.la •,lust 4, opaone .... hla Me41• ehwt 4. 0, tlan7 But Esuel.Leg S,4) 1.4 Thm Q), the bme Otluwndu,...... ...WOMWool RemwBuoMV1 .n,Mel 3. option .... llo CoNMI CMU•stew 3, en2 ...,Iho hWflupkslual M Imo Conenlo'CMU•sNot don3 ....Into Me4l-,o tlon4 PRODUCT REVISED tie colmplHy.ln9 will, the Flatido 4)SEESHEET 1s FOROPTIONALEGRESSLOCK DETAILS. 0.116.1 eo n, NDA-No. 17-0411.08 AA11U I/yY1j W. 1* Aer - SYPImUon Oat. OG1242020 `�t�p... I.YNN� % JR 03/27l17 NocHANOEsrHisPlsr. Ey� a1 . 110ENap ••y - RrvNed q: �ryNn; Mlv - p e w uc vn Y No. a870! c t• -J GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI THR Ae93 O`, i �d���':`�i: imGTEDN OLWYG M; 401...ROLLER TAL Lvnwmmamnwreavem¢Apn. serr../Naan spNw Lwemg tax an,.; P.a SIT oe CER7.OPAIFIH.e29205 HR-5510 TUTS 2 OF 18 MD-HR5510-01 B 1) USE ONLY SUBSTRATE•APPROPRIATEANCHORSUSTBD ONTABLES 2 A 3,THIS SHEET. FOLLOW ENIMMEWANO EDGE DISTANCE LIMITS. ANY INSTALLATION OPTION SHOWN MAYES USED ONANYSIDE OF THE WINDOW. 2) MASONRY ANCHORS MAY BE USED INTO WOODAS PER TABLE2, THIS SHEET. ALL WOOD BUCKS LESS THAN I-I2`THICKARE TO BE CONSIDERED 1X INSTALLATIONS. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, WOOD BUCKS DEPICTED AS 2XARE I.IN* THICK OR GREATER IXAND 2X MUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE WOOD BUCK DESIGN AND WSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. 3) VISIBLE LIGHT WIDTH OR HEIGHT(ALSO FIEFERRED 70 AS DAYLIGHT OPENING) IS MEASURED FROM BEADING TO BEADING. Oil CPU I 0i lot INSTALLATION DETAILS FOR FLANGE AND EQUAL -LEG FRAMES INSTALLATION OPTION 3 TYRANCHORTYPE, INSTALLATION 21 R22 OR 23 ANCHOREDTHROUGH FRMAEANDIX INSTALLATION EMSEDMENTANDEDGE OPTION SUCKSTRIP INTO CCNCRETE,CMU. OPTION DETANCEPER SUBSTRATE, ANCHORED THROUGH SEE IN9TALLATIONNOTE9 SHEEZ2, EEE6 ETS ) SEE NOTE 2, 6NEET2 ANCHORED7HR000H EDGEOISTANCEWft SEETL12r810T2. TYPICALFORALL FPAMEINTO METAL-XO'OR'OX'SASH 1N'MA%SHIM �-( Imo-- EMBEDMENT FRAMD INT02%VYOOD FPAMEORSUCXSTRIP. 1/4-MAXSHIM 1B 1B 30 t8 29 BEE NOTE 2, SHEET 2. MENT18 :, ( EDGE FLANGE 91OOR91]6TE'cL 019TANCE FRAME Sits(09), SEE 37.38 SHOWN TABLE 2, SHEET2. 2 28 �1/4•MAX6NIM 41 TYP. ANCHOR TYPE, 2 ❑ 1E FLUB a EMEEDMENTAND NSISLE EDGEDISTANCEPER 72 LIGHT WOTH SUBSTRATE, SEE c' •^• TABLE2,6HELT2 E9 B> •'i. '.T. DAOE APPRDOCOK LLKIN, - xB EITIEL VLL4YT I--D — VISIBLE �, o ff. T ALUMINUM/6TEEL FflMJING FLANGE 'I OOHT WiO SMEflIOR ORSTEELSTLIO. MAY BE FRAME 72 14 Il 4 ECUAL VISIBLE FLYEO VERTICPLOR HDRQORTAL SHOWN 240R 260 28 V lE0 (9 AT MIOSPPN OF INTEPLOCK LIGHT LTfE SEE SUBSTRATE PROPERTIES, (SEE SHSETS 6•8) TYPICAL FOR L FRAMB q©(1)}1ft FROM EACHBASH HEIGHT TABLE2,SHEET2 'XO" OR'OX' FIXED MEETING RAIL SHOWN CORNER AND CENTER OF BUCK WIDTH SASH 6TILESTWL$ 20 HORIZONTAL SECTION A -A (OX) 2B Qoa xi SUCH HEIOITT E_ RIOR 30 18 18 19 (6EESH TS7•B)TYPICAL T- OPERABLE 4 OPERASLE 40 _\\ 20 OPERABLE FORALL•XOOX' SASH SASH C7 - BASH. ���}�s 3B �, SASH ��p 21 O4u2=TR aD. NE GHTr r;ioLl •mrm I. •N II MAX VISIBLE Y, LIGHTWIOTH c o NSISLE 77 42 9?mEma LIGHTWIOTH 14 fl BUCK WIDTH V L_y U �sHIM HORIZONTAL SECTION E-E (XOX) EOUA4LE0 PRODUCT YyCT9REVISEDFRAM4 Lao EOUALLEO ILATON A9 PER 6ECTIONA-AABOVE SHOWN me calm Cotla FRAMB 9MOWN > •: ';' ,' . �; UL H 7 No"N 17.0411.0E .N`'op*... CNN iA� Mwa @' p°a` A°'^mm'' espin09n! n0 /2412020 INSTALLATION EMBeomENT �a,• 41 xor.H.rwE9THIS8,13T. RY1 LceNsp :!( JR 03/27/17 M% By OPTION 2 •. ••:.' 'A R�rpyn; Arum Pmduct unw ANdFORED .}` r,•.'. t* Na. 50709 ' FR CONOR ECTLYINTO CONCR[TPICMU, EDGE yy � Lbc40trev Ram Dyi TYRANCHORTYPE, DISTANCE VISIBLE LIGHT FORMULAS �P •T• .(q1 I� /<Lr. FLANGE Q EQUAL-LEG/BOX FRAMES J ROSOWSKI EMBEDMENT AND EDGE VERTICAL' ' (EQUAL-LITE, XO& OX) -�' A'° ••v/: 1070TECHMOLDOYDRNE DISTANCE PER SUBSTRATE, WIDTH: BUCKWIDTHf2.41/4' ,i lS "�OR;Op•• •\�i NVENICE, FL24176 TIM u SEETABLB2,SHEET2. SECTIONB•B HEIOHP.SUCKHEIGHT•7.1M' ''Y7S�ONgLLENG.� WMC44TC�M•1PoTx'WJIPIn1,N] HORIZONTAL ROLLER 06/15/15 ArHUMc91F. xWx EAu • OroxNP Na Rm: A LYHN MNLER PE OpyT OF AUTM.92B28B HR-5510 NTS 3 OF 18 MD-01 6 P.Eb ER09 VISIBLE LIGHTW1OTH (SEE SHEETS B•B) TYPICAL FUR ALL'XOX' FIXED MEETING RAIL INSTALLATION DETAILS FOR FIN AND J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION ANCHORED THRouoH FMNE wtoax OPTION 21 1422 R23 WOOD FRAME OR BUCKSTRIP. SEE INSTALLATION OPTION 5 ANCHOREDTHROUGHFRAAIH SEE INSTALLATION NOTES 6Iii ET6 ea) NOTE 2.SKEE2. ANCHOREDTHROl1GH INTO METAL (INTEGRAL HEET2 ( TYPICALFORALL EMBEDMENT INTEGRALFINwTO]X F.. EMBEDMENT FINIFLANGERENOVED) 7(O•OR'OX'SASH WOOD PRAN60R BUCW STRIPSEENBTE2, O 1e 29 EDGE -a 1/1•MAX6HIM W 16 30 SHEST2. DISTANCE 13 20 OPERABLE 2B EDGE JCMANNEL 1110OR0128i - d0 9ASH DISTANCE FRAMESHOWN SMS(09),SEE 3739 0 TAOLE2,SHEET2. 0 1 2B I TYP.ANCHORTTPE. 1R'MA%SHIM FIXED 41 EMSEOMEMAND 1 O� EDGE DISTANCE PER TYP.AGIORTYPE, FINANDIOR r- VISIBLE - - SUBSTRATE,SES EMBEDMEMANDEDGE FLANGE MAY BE LIGHT WIDTH TABLE 2, SHEEF2. OISTMCEPERSUBSTRATE, REMOVED N-FIELD (SOREWSHOWN) 72 SEETAOLE3.6i rf=--- 85 67 FIN 13 n FRAME 0 e M0 eavonN.ve.., a IJ-1 i MSISIE Ie0 -_ _ SHOWN MSIBLB LIGHT HEIGHT ( E%TERIOR 21 OR 22 R 23 EE 81 EETe ) TYPICAL FOR FMD LITE OPERABLE SASH ORSTEELSTUD.MAYBS VERTICAL OR HORIZONTAL. SEESUBSTRATEPROPERRES, TABLES 2 A 3, SHEET2. SASH VISIBLE LIGHT W DM BUCK WIDTH - HORIZONTAL SECTION C-C (OX) 10 SA 20 OPERABLE BASIN FI%EO LITE VISIBLE LIGHTNIDTH EXTERIOR V INSTALLATION OPTION 6 �- annioaeo THaoucK FIN INTO METAL (FLANOE MAY BB REMOVED) AlOORMSTEEL SMS(30). SEE TAOU 2, SHEETZ 314%fi11i4 - v MIELE �„� E�E$9$ 2S OR 26 LIGHT WOTN �TT 4114'%1/4' 3 72 14 I iCHANNEL (SEE SHEETS") TYPCAL F R V 1 FRAME 76 ALL •XO%'FI%ED MEETING RAIL SHOWN J3 F� BUCK VAOTH 3 t!4•MA% PRODUCT REVISED p SHIM (1)ATWID-SPAN OF INTERLOCK HORIZONTAL SECTION C-C (XOX) uno:avlYYln96wlth NV PloHtlo FIN FRAME 43 (1)11R'R(091 EACH SASH INSTALLATIONAS PER SECTION C�OASOVE OUIItl10B 00Ai SHOWN CORNERANO(1) 115MEROF • LLllN4 MOA-N0. 17-0411.08 SASH STILESIRAILS NY,............ NN �j RnNm1 9vN: Rshbn: BaPirv110n 0o Dn4/2 TYP.ANCKORTYPE, d—f' �\ ,UGEJR 03/27/17 nOuuHa6e TH499xEET. D EDGE DISTAEMBEOMNCE EDGE DISTANCE�� `�O' R•wntl g: Po4 RMahn:• hill Oa :P u0 0n 6UBERATE, BEE BEE �- *; N0. 58705 _ TABLE3,SHELT2. _�1 EMBEDMEW gyp: n VERTICAL VISIBLE LIGHT FORMULAS P v` 31�1� ;: C� H NNEL 81 INTEGRAL FIN FRAMES J ROSOWSKI INSTALLATION OPTIONS (EQUAL-LITE, X080X) �.o `•, AE 7 10707EpwOLOGYORNE ACHOREDTHROUGHINTEGRii SECTION D-D - WIDTH: BUC%NRDTN/2.4.1/4• ' �\S :'�[O.1 .:' �C `; N. vENICE, FL s(zl5 Txe: Bmx IMB0�2PSIEENOTE39HEET2. HEIGHT: BUCK HEIGHT• 7.111V i�Y TS.%Q(NAL I�N0,` (wwrm Ntlte800 wT 1 Aeti HORIZONTAL ROLLER -LM 05/16/1b 1111 S•H 9 SCV4 fIrv�AP ft. Rwl A LYHNIALLLER. P.E. DER, 0;=.Iam HR-5510 NTS 4OF 18 MD-HR6510-01 B PE/EG7C9 9LLIGONE STRUCTURAL POLVI90BUTYLENE 1tA•NOM. irB'rVoM. �.-• I i/B•NOM. —�•I ]N'NOM. I•� +•� N9'NOM. I I� WITII DESICCANT 5/16"A/APVB EXT, GLASS WIG"AIAPVB SM8'A/A PVB 5/18"A/APVS aKODISPACE ' 48G TPS jiWAIRSPACE 7118'AIR SPACE 3/8'AIRSPACE 3/8"AIRSPACE AL.GLASS 1l8' T GLA39 3/16' A GLASS 3116-T GLASS INT. GLASS �r-r E%TERIOii aEATERIDR 'a FMER10R ro-m f&iP i&m r0.m HOT•MELTBUTYL 9rgURAL s ICO a GLASS 5 GLASS 8 GLASS 7 GLASS 8 TYPE TYPE TYPE TYPE FOAM 9I70'NOM. ' WITH DESICCANT fi SUPER OSPACERONXT"' +I I ]R'M1tlM Imo-- +I 7.R'NOM. NOAI�- EXT.GLASs I I 5/16" HIH 80 8/16" H/H S0 6/16' HHIH SG 7/16• W,A SG •7118•AIR SPACE 3/8'AIRSPACE 3/8•AIRSPACE 5/16"AIRSPACE INT. GLASS 1/8"T GLA59 3/16'A OLABS 3/78'TGLASS 1/8'T GLASS ALUMINUM agxiERloR < EDWFROR 16a RIC_R G}€%tEHIOR MENTBUDESIC GLASS TYPE 10 GLASS TYPE 11 GLASS TYPE 12 GLASS TYPE 14 AM *R,MFORCI DURASEAL® EW.GLA6 SPACER R NON GVSS 1.4'NOM. Imo— .{ ](B•NOR7&19 BOETYP.SS T? i4 7/16'A/A SG 7116"A!A SG EXTERIOR a 1l4'AIR SPACE GLASS TYPES 8, ]01810 1/4'NR SPACE ' MAYS USED 61 THE POLYISO_ DESICCANTFIILAREA Y9 3/18'AGLASS 3/16'I0LAS9 • HVHL0.90VEa0', .BVTYSEN 6/18'NOM. 28 76 aFJtTENQg aE%TERIOR GLP59TYPE510.12&1418 SILICONE SEAL 2B ' MAY NOT BE USED WRH ROLL FORMED OR INTEGRAL 8TAINLE89 9TEE &fl io->a • FCHMIMINEB iv XLEDGE'N 33 PRODUCT REVISED EAT. GLASS SPACER GLASS TYPE 15 GLASS TYPE 18 o.nm.eMrit6 NO Florid. O Ilfr NOA-Nv. 17-0411.08 ••• • •' 0 LYNry rFu " ' 'V^'rM^r 4vimtlon D.m 09/2412020 INT. GLA39 TYP. GLAZING DETAIL JR 03/27/17 uocN.Nara]xmmrecr. Dy_,� `�'L�.4•�.OENSp'�'. Na SB705 'P % �' R R"M°^� Ml.m m ua nmro 'A•�ANNEALEC i h... i..__ : #- Pe4F -- _ DerTIP00A Mentlel W-HEATSTRENOTHENEO m.TEMPERED RVB'=.OBPTR091FOLD PV6 BV MUPARAY AMERICA INC. •90'.A90'9F.M'INYOLA9®INTERUYER BYKUPAMY AMERICA INC. FOR LAMINATED OLADNO COMPONENTS, SEE TABLE 1. -S dL. %7/'•. 31 ��• •• A 0 P40gI0A�'�C`'.� ''�� ` G.� YYYiS�ONAL EN.`` ALYH4UUU Pe GLAAZ.ING DETAILS J ROSOWSKI i NPmeNnB 690 9BpeoeTByetam Beo lAb oriel br IAOleOelc 1070 TEDHNDLGOY DRIVE N,VEMCE, FL Dd2M (941 eMa00 tPyAi01ROIDRror2pMmeAN} 71 QUBWX SUPW 804CRI Owen Hot Melt ButN ' HORIZONTAL ROLLER WINDOW-LM 05l15/15 IS QuidewOumiawscor fl CenirIAIKE626SPA00f y�IR yrn, pa.ryN Ay ear CETIi5TRxFCRT8&8WQ SHEET2. p.E�Ni06 CERT.OPAURLA2BE9B HR-5510 I NTS 1 5OF18 1MD•HR5510.01 1 B Y �Yi L�II��00t+1♦ �:)♦f4� illls��!♦O!Ji.� r-- 4'MAx.00. j/ 5•ANCHOR CLUSTER DETAIL 4-ANCHOR CLUSTER DETAIL 4•MAICO.C. —�- �— 3-ANCHOR CLUSTER DETAIL B• MA%.O.C. 4'MIN.O.C. KNCHOR USTER DETAIL TABLE a al•.6.Np., Deel9n PnounII.ST� rerxo er oxidow. RcIFt LA.1 RT I Ai Buck WOO* up to AVeUok W06 wt•75' y60/•90 SEE TABLE t7 FOR ANCHORAGE SECTION DETAIL FOR WINDOWS WITH LEVEL R1 REINFORCEMEP (REINFORCEMENTS SHOWN IN FIGURES APPLYTOAIL FRAME TYPES CONFIGURATIONS) LJ *.� No. 6r8705, =�iv6 �lr TABLE 7: 01"eT7p• DeelpGPro sumpliffe) °•e forx0orOXWIndome R•I LmdM All Suck MAIN, W to M' AO Buck mdn. H651.70 uF M 76• Jth TAU= 7tl FUR IWIXIORRW R SECTION DETAIL FOR WINDOWS WITH LEVEL R2 REINFORCEMEP H (REINFORCEMENTS SHOWN +T IN FIGURES APPLY70 ALL FRAME TYPES 6 CONFIGURATIONS) IGRAIL LJ MEETINORAIL JR 03/27/17 I WA CIEPTAe en d Di: Dan Rahn,. R i R DESIGN PRESSURE TABLES 7oTEClmaoar GRrve T� HORIZONTAL ROLLER - LM gwoxre7e17grtlnuFmeBlxe SaeM CERT.OFAI7RLe70me HR-5510 NTS 6OF18 PRODUCT REVISED ae aomD le66 wIN 1ho Florida NoA , , ade NOAd1o. 17.0411.00 EePlnOon D/W 00124�MO20 OY—/1�T1 MIoProduoE"Can6or J 05/15/15 -01 B R H 1T MEETMORML TIRIFR. Our-Tem Dae10n Proeeum p6eW) B•e for)(Ocr OXWlndaws PFI,[tmelw Areuak Hetemrwl•a6, AO Buek WW2ths meats. oa �.�o.c :x rvn wv�,nwwaF TARLF 9- mm B•°° suA WItl10 D'", s®n adk ReNa 00f Design Pressure(IheRte( for XO% Windows Rd•IOlrsl R3 WlMaxauckM I y- 64. ®° 38114' X•X-X 11.s9f -luol .W.O 300 .5a.a -WO .mO ao W X•X•X 12,300•12.300 .600 o o 1.00 40.o •wo zoo 45.118,E—Si X 11.391.18J91 •Saa zoo .W.0 SO.o .wo 40.0 t6.s9e. u,eW •Wo -WO .w.o .Sao +W.o so.o aarX Ivss1.12m .W.o .6ao .mo .so.o .W,o so.o X 1zzm.1ne6s .Wo .Sao .6o.a aoo .W.O .60.6 m 11.J91 .1201E •W.0 d0.0 .600 500 ,W.O d00 W118'X 12mT-1J.99f •fo.0 8a0 ••A.0 •50,0 .Wa s0.0 13.390. Irmo .60.0 wo .50.0 .600 .50.0 .50.0 11.J91-tJ.09/ •W.0 .5a0 .60.0 50.0 ,W.OX 19.990.19.960 •AO -Sao .60.0 d00 .W.O 5 O IS.=.19.641 .WO 300 ,60.a 40.0 ,WO •50.0 11.391.11391 .500 b o .500 .600 ,wo Soo. 1Jsm-lo.H6 .W.6 dad •W.0 d00 .W.O £0.01e111•]4.641 .W.O 500 .W,O .60,0 .50.0 d0.0n 18JW-19.39T ,mo -0a0 .WA zoa ,ARI• FX 19.398.2050 ri -WO BO.0 d0,0 .W.O SO.O 3A361 •903m ,W.O •5a0 .60A -%a •W.O 50.0 -W'm .W.6 Zoo .50.0 all -09.1• �-- •awcv.�n ... Tnnl.eza ron nrvcnonnae •• MW.9ASH 917E n YdNDOW WDTH • Se.]9 ] SECTION DETAIL FOR WINDOWS WITH LEVEL R9 REINFORCEMENT (REINFORCEI9ENTSSHOWN IN FlOURESAI'MYTOALL PRODUCT REVISED FRAME TYPE98 Re Fom9hl 2 with the Floed. CONFIGURATIONS) If Ulllll// G0I101n9 NOA .. 17.0411.0E .` C1 ' NiceNSF'/l �' Do ' RRNRfaR SkPlroOon DRto OS 4/20Y0 '. ' • • ,' JR 03/27/17 xoaurloes]xlsa�er. 8R✓aFG er Nnam a on * � No. BWOB r. Rom{/p^; � ® Dp[vta DESIGN PRESSURE TABLES amYn W. J ROSOWSKI ND s•'•., 1)V ETHE9E TABLES FOR WMOOWS INSTALLED TNROUGHTIE FRAME OR WTECRAL FPI. Z�/: 1WO11:CHNOLOOY DiWE F60RIOP 21FRAME DIMENSIONS PREBUCE WDTH ANo BUCK HEIONT(SEEBHEEi55-0).8ASH SITE IBMPERMEFIOVRE 3)FOR81 NOT9H0WN,ROUND PTOTHENEXiAVAI1ABLE4NOTHORHEIGHTNMENSION6HOWTIONTHETABLE. ,• N. VEMCE FLS1r0 OS/ ``N :` (911}4e0HBOp mw HORIZONTALROLLER•LM o9w 05115/15 4)Y 141P!•1l4'AND'1/Stl3.10'INDIWXTO THAT THOSE STANDMD SASH CONFIGURATIONS FALLWRHL4 THE SASH WIDTH •CUSTOM'INOICATES "Y1�NA� I`1`+` C9FYNwlra'MITpT9paImRAP6 Jexk4/4b4e acaw SOUS ORnelp Na. Rkr: RANOE INTHEADJgCBNT COLUMN. THATNOBTANOARD SASH tANFlOUMTI0N9 FALL WITHIN A. MLIFA p,E HR-5510 NTS 70F18 MD-HR5510-01 B THE RANGE. FEAB610p eFm,DFAunt.eu]ee TABLE to Uan TYan Design Pressun(IbeXtl) 0.0 forX00r OXW7ndowB -------------- Rage lmel Re AD Buex F10bhta n to TY AS Buck YA4ae +507•� Sp m 76• SEETML92DMRMCHOMGE TASe G 1e TABLEII: Wan Typo e•0 ' Culp Pressure(Ibse) for XOOrOXVOndows NO R4 InaDN Buckmet 11 4a• 2642' +eSO d0.0 +65.0 -0.0 .w.o dOD 28' 4V 4r .810 •70,0 •810 40.0 •810 -70.0 .ea0 •w.0 +BS.O �ro.0 •70.a •140 +010 .e1.D A00 -100 aao 48' .rso .to.o .w.o fro .ro.o .a10 .too e0• +w0 •70.0 .BQO .70.0 .Sao I Jan 7S +BUD •70.0 1no .70.0 •64.3' 41.r run Y. IT1.. SEE TABLE 21 FOR ANCHORAGE Una Type n-12 Ra1M, Le,el M Bash Co11190nt1m SWISS, SWISS R•,19a "(I M1 lgn Pressum(Ib0811) for XOX WlndoWa W n40x B..k w Or63' 1 Cistern 11.391 •11]97 .60.0 •110.0 '610 •110.0 .0,0 •110,D eP Y•Y-Y ISAw•15.380 +610 •110.0 .e10 .110.0 .no .00.0 Y•Y•Y 5391.18,641 +UD 410.0 .110 410,0 .61O a10.0 6 Ontem IIAH•finer -Sao •llo.0 +ao •flao +".a -01oA SA 7Y Y.yj.y MAN-19.110 .810 .110.0 .66.0 .110.0 +nO •110.0 1FY-X 19.111.2aAal .96o •110.0 .83.1) 4100 no •110.0 a Natam 111 +010 .110.0 +ate .110.0 .w.0• •10/.6' OA' . Y•Y-Y.' 19.30.24a60 '65,0 •110.0 .81.0 •110.0 w10- •1091 Omom 24.]e1 •H.B/t 05&0 •11010 +wA •11010 +bap •11010 M-Y-X 29.0<I•]2610 .61.0 •110.0 +00 41110 +w.M •1W.8• 120' Y-Y•Y 3101e•3a611 .01.0 Mao 7810 •nao +Fo .1100 140' 1 outwn •3aUl .010 11•1+a o .w.o also +es.o• aoa.e• TABLE % TABLE 12: Glen type 10-12A 1410 Design Prossure QbmV) for XO O r OX Windows Rein. Lem R4 HSISSI 54. 63• r6• zsvr .0..0 •1101 •m.D 1 .110.0 1 w5.0 .110.0 9 26' ree.o .TtD.D .66.0 .nao +As.o -t+no y 96' ."a •110.0 .w.0 a10.0 .es.0 -1f0.0 4Y .eSO a10.D +w.0 -11Q0 +e10 .11D.0 li ee• .e10 .11o.D .eE.o -vao .e5.o -110.o rA' +e10 -1t0.0 .w.0 •110.0 .eta A39 7C 'no .no.o .as.o am.e .e10 aao t a SEE TABLE 2a FOR ANCHORAGE ^ MIN. SASH SIZE. WJNGGW 00714-ean 2 Wan Typo 14-16 Bun IIIW SanDesign a Ran9a on) Pmesum(II II III Windows Ralyd, u., IM tr4cw la m 4e• 64. a met. 11.3911•13.001 .66.0 Alan .610 1 .110.0 1no -nao eY x-Y-Y I1301.15,300 +w.o -110.0 •11.0 -Ina .wA .110.0 Y-Y•Y 1E-51- 00.en -0fa,a .110 .+iD.D •610 -110.0 41 c.w 11A01.13.97 +65.0 •110.0 +65,0 010.0 +0.0 .SO] 39 i1' X-Y•Y 113W•18.110 .610 •110.0 •610 •110.0 •saa -1010 {� 1&111-24.041 +600 a0.0 +0,0 •110.0 -Me -fine m (I I.dl •iB.1W •0,0 .110.0 +nD .111D No 4Z4 w X•Y•Y 19A01.uuo +wo •1no .nn -110.0 •0.0 42o Yl¢, Custom 24111.31.e41 +0.0 •flog 710 •1 00.0 +w.0 a.4 er X•Y•Y 20A41.32,e1e +w,0 a10,0 r01,0 •1m.B •810 44.3 •Y•Y 31En.30,aU +wA •110.0 .610 •10.0 .wD dos 14V Cvatwn .39,0E1 .00.0 1 AID.0 .E" •105.0 .no ISD •cUSTOM• SASH CONFIGURATIONS FALL NTTHIN THE RANGE. SEE TABLE 22 FOit ANCHORAGE R IT TABLE 13: Una Typ. Ste Rant La,OI RA Bun C4,deu I cash BANa M) 088I1111 Prsuum IIbertll) for XOX Windows e,T such ee• er MIaV 11A91•+139T -No •ro.a J rwA 1 -70.0 1 +e6,0 •70.0 .w.0 4'JA w• Y•Y-Y. 11393•IOAm .610 •ro.0 +eac •TO.a +610 aa0 +8a0 •ro.0 1-% 51 taus -me ?me .a1D a0.e ZnFo -,,o .we no 01B6aa 11.3111•Inner +wA •70.0 +95.0 1 49.8 +63.3 431.3 +612 412 7e' N•Y-X 11396.10.110 +eta .rao +010 Ia0A +eta 4Bs .sat dei e Y•Y-X 10.111.aul .03.0 a0.o +81.0 -70.0 +Sao 'no ..a .4 Ctolm Ie.Y0. 19.327 .66.a •ro.o .619 49.6 +sle d s Hal SL$ N. X-Y-X lam-um.w.0 -Sao .I E21 +Se.O 49.0 +wA .4A Leal H.w1•]0.]60 .w.0 -Too .w0 a0.a +na VA •F5 45 I2P I - -Y -am no •70,0 .59.9 a S +36 .. .46.1 i11 •' MIN. BASH SIZE SEE L--i B'LYyysyn-ae`'je SEE TABLE 24 FORANCHORAGE Un,T w Tee gun CaM0ura00n snh will Rmee On) 1)asign Preosum(II for XOX Wlndawa Wnt lgel �. my Buck fabld V I tar GYatam 11.991 .113W +wA I no .00 1 Yao .6e.0 •5,0 i.wa 79,0 ea• Y-Y-X 1].we-1e0e0 .50.0 -M.0 .es.O •N.c .e5.9 -00.0 .0,0 .Tao Y•Y•Y 11.w1 .1B.eN •010 •710 no •710 .0,0 •70.0 .6104 0.0 COslem 11,291.119BT an .70.0 'no •10.0 'me 40.0 no •70.0 13-iiSI.S +w0 -no .wo •5.0 +5o -T0.0 .no .raD 4 y •Y•Y 10,111 •240a1 . 99.0 •f00 . 33.0 •ro.0 rw.0 •75 .w.a •Tao •LSp crtem UJIS •+B9H .no •711.0 'no 40.0 +65.0 40.0 .831 47Z SO' FA•Y-% ISCSO-24Am .wA -70.e ba0 •ro,0 .w.0 7a0 .0.0' 41e' OAmIn N.m1•w.9w .wA •70.0 +60.0 •79.0 ♦w.0 •7a0 .w.O W.0 ."RO .03.0 me .•0,0 -ro,0 Ma 400 • w 4TA• •+691.70 FOR GLASS TYPES ^ MIN 9A3H 81ZE • V�3H00W F OTH-sq 2a SECTION DETAIL IORAIL FOR WINDOWS WITH LEVEL R4 REINFORCEMENT (REINFORCEMENTS SHOWN IN FIGURES APPLY70 ALL RINJETYPES d CONFIOURATION9) ' GLASS TYPES *12 & 14-10 MAY NOT SE UnG WITI1 U' iCHANNELORINTEGRAL PRODUCT REVISED •FIN FRAMES Builrllnp CengewllA NO Pip1da GG Inuo" . 17-0411.08 .` 11NY LYNY1y 7j �� • Z.0 0 '�i �1 1JOENBC'•.V '� R.r4te �'' JR N 03l27M7 AaHtluv NO CMANGE6 D9BBXwT. BaPlretlon DB! 09 2020 Br--faTyfe Q',1• FP : Na­ B1f Omx Mrleren; Blum m uc n IS,No. ]870.9 •. PL'•,� 31`0 @ DESIGN PRESSURETABLES JROSOWSKI .�•., sra tV: AfOR10P„•• \2� '•"•••.. 1BTOTECNNOLMIDIWE NVENMFLS4276 BOu O +I+w•+� HORIZONTAL ROLLER -LM 05/15/19 �N•```` A'LY(�AnVLIkhP'e amlTDanemnrmemwmTdxa SadbNa4d scow sh«f: pe,r4p Np. gee ' P.Ea1e701 CERr.OFA11111628IDe. HR•5510 NTS 8OF18 M 5510-01 B •A01 F 1T Ghee Typo 6.0 Saeh WIdth Anchor Quanddos for XO orOX Windows 30' He15ht I 38' Height 48' Height 64" Holphl 30" Hel2ht I 38" Height I 48° Helpht 64° Helphl point Level Heed 8511 Head 1 8801 Head � 8801 Heatl � �a 810 � Head d5111 Head � 8510 11 a Head � 85i11 Xaed a R1 Anchor Group A Anchor Oraup C 25-1/7' 12.147 1+C2+1 2 1+C2+1 3 1+02+1 3 1+C2H 31 1+C2+1 2 1+C2+1 31 1+02N 131 1+C2+1 13 28" 13.397 1+C2N 2 1+C2H 3 1+C2+1 3 1+C20 31 1+C2N 2 HC2+1 3 1+C2H 3 I+C2+1 3 Y 38" 17.397 1+CI+i 2 1+C2+1 3 1+C20 3 1+02+1 3 1+C2N 2 1+C2H 3 1+C2N 3 1+C2N. 3 to42" 1 20.307 1+C2+1 2 1+C2N 3 1+02+1 3 1+C2+1 31 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2N 3 48" 23.307 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 31 1+C2+1 2 1+C2+1 31 1+C2+1 3 1+C2N 3 00" 28.387 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+02+2 3 2+C2+2 3 TS° 38.887 2+C2+2 2 2+C2+2 3 2+02+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B AnchorGroup O 25.12" 12.147M2+C2*2 2 1+C2+1 3 1+C2+1 3 1+C2H 3 1+02+1 2 1+C2+1 3 HC2+1 3 1+C2N 3 2W 13.3972 1+C2+1 3 1+02+1 3 1+C2+1 3 1+C2N 2 1+C2N 3 1+C2+1 3 1+C2+1 3 •Y 3B•' 17.3972 1+C2+1 3 1+C2N 3 1+C20 3 1+C2+1 2 1+C2N 3 1+C2+1 3 1+C2N 3 9 m 42' 20.3872 1+C2N 3 1+C2H 3 1+C2N 3 1+C2N 2 HC2+1 9 1+C2H 3 1+C2N 9 40" 23.3972 1+02+1 3 1+C2+1 3 1+C2N 3 1+02+1 2 1+C2+1 3 1+C2+1 3 1+C2N 3 5 BM 20.397 2 2+C2+2 3 2+02+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 76' 38.897 2 2+C2+2 3 2+C2+2 3 2+02+2 3 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 SEE TABLE B FOR DESIGN PRESSURE Glace Typo 5-8 sash cab Anchor Quantities for XO or OX Windows 30" Helph! I 36" Helghl I 46" Height 54' Helpht 30" Holphl I 30' Holphl I 48" Haight 64" HelOhl Ralnr Local R2 on)8 Head SIII Head 8 Sd Head 8 SIII Heed 8 Sill Head 8 SIII Head -EO" 8 SIII Heed 8 Sill Heed 8 S01 n -, Anchor Group Anchor GroupC 26.12" 12.147 NOtAllowed 1+C2N 21 1+C2+1 31 1+C2H 3 1+C2+1 13 28" 19.987 1+C2+1 3 HC2+1 3 1+C2N 3 36" 11.307 1+C2N 3 1+C2N 3 1+C2+1 3 47' 20.307 1+C2+1 g 3 1+C2+1 3 HC2+1 3 48° 23,397 HC2+1 3 HC2+1 3 1+C2+1 3 BO" ' 2B.3B7 2+C2+2 3 2+C2+2 3 2+02+2 376° 38.897 2+02+2 3 2+C2+2 3 2+C2+2 3 Anchor Group B Anchor Group D 26.1)2" 12,147 1+C2+1 2 1+C2+1 3 1+C2+1 3 H+C2+1 3 1+C2N 2 1+C2+1 3 1+020 3 HC2+1 3 4 28- 13.397 1+C2N 2 1+C2+1 3 1+C2+1 3 1+C2H 3 1+C2N 2 1+C2H 3 1•CZ+1 3 1+C2N 3 * 38- 1L3B7 1+C2N 2 1+C2+1 3 !+C2N 3 1+C2+1 3 1+02+1 2 HC2+1 3 1+C2+1 3 1+C20 3 m 42' 20.387 HC2+1 2 1+C2N 3 1+C2N 3 1+C2N 3 1+C2N 2 1+C2+1 3 1+C2+1 3 1+C2N 3 4W 23�397 1+C2N 2 1+02N 31 1402+1 3 1+02+1 3 1+C2+1 2 14C2+1 3 1+C2+1 3 1+C2N 3 y� ,E eel 29.397 2+C2+2 2 2+C2+2 3 2+C2+2 S 2+C2+2 3 2+C2+2 2 2+02+2 > 76" 30.897 2+C2+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+C2+2 COMPLMANCHOR MAXC,S ACING SH M. ANNTHEEL VAMON . COMPLY VdM THE hUJL O,C. SPACINO6HOWN ON THE ELEVATIONa Max. Anchor O.C. Anchor Anchor Spacing for"Integral. Groups GloupF Fin" Installation 3.9° 4- GUIDE TO USING ANCHOR QUANTITY TABLES 'FOR OX WINDOWS (XO SIMILAR): ANCHOR QUANTITY PER JAMB 2+C3+2 3 HEADANDSILLANCHORWANTnY: `2)ANCHORSATTHE FIXED SECNON A CLUSTER OF(3)ANCHORS CENTERED AT THE MEETING RAIL ♦(2)ANCH0RS ATTHE SASH TOTAL OF 7 ANCHORS AT THE HEAD A40 7 ANCHORS AT TH E SILL. SEE ELEVAT TI SEEELEVA 6EE ELEVATION, SHEET 1 SEE CLUSTER DETAILS, SHEETS 6EE ELEVATION, SEE T -IEL6VATON,EETING SIL REPEATANCHOfl PATTERN ATSILL FOR XOX WINDOWS: ANCHORCUANr PER JAMB 1+C3+2+C3N 4 HEAD AND SILL ANCHOR QUANTITY. (1)ANCHORATTHESASH A CUJBTER OF (3) ANCHORS CENTERED AT THE MEE nNG PAIL +(2) ANCHORS ATTHE FXEO SECTION ♦A CLUSTER OF (0)ANCt1ORS CENTERED ATTHE MEETING RAIL +(i)ANCHORATTHESASH TOTAL OF 10ANCHORSATTHE HEADAND 10 ANCHORS ATTHE BILL SEE ELEVATION, SHEETI SEEELEVATION,SHEErl SEE ELEVATION, SHEET 1 _ __ in SEEELEVATION, X � O SHEETI � —r REPEAT ANCHOR PATTERN AT SILL 3 2+C2+2 9 2+C2+2 3 Max. And O,C. Anchor 3 2+CZ+2 9 2+C2+2 3 Spacing for"Integral• OrouPF SEE TABLE 7 FOR DESIGN PRESSURE FIn"Initallellcn 4° PRODUYYCTGGREVISED Sol 01n01eln&Whh the Florida No"o, 17-0411.08 Eaplaaft. Dole OW24/2020 ANCHOR NGO 1a3S� o N o ED B O ZZZZ YYYYgggqNllll el = JJo z H o� J IL O m a N Z " o C O L) N Q O 2 •� * ; Nu. r470.1 CK WIDTH AT. O(��ETAfe of .,C' PLORIOP, IR5S ON hIJ ZONAL F JNDYETO R HEIGHT A.LYNNMILL ELE. 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VENICE, FL 34275 �m 3 a �'e_e0 (941 -48 1600 m z o R m^ C f.ERf.OFNJIH. P19398 CMttiiGMT RIC4n RESE USiR16. P- AD.RIGHiRR6QtVID ,I"n � � g 3 5 v M ? T® m b sm N O > � m S ANCHOR QUANTITY TABLES jij 05/15/15 NJ HORIZONTAL ROLLER - LM e J ROSOWSKI rHR-5510 �NTS :, 12 OF 18 09 MD-HR5510-01 i8 WaiJuBm NM1Gb W.d3aB¢tvhah g p �• % 9 % [' %r '% % % % % $ xxXxsXxSxxgxxXx 9 9 R § xsxe;x6�xxxxgxxXxxx X3 \'3 XS3 X:C3 X:Ca X:G Xx XX :Na Na - i u o .'. j u m u m ffi ffi b io ffi a ffio u io g m m g n� is iv Y r o b9 cos m,a .'. II - u -m N m a � offio��o �o �-39-2 oe =mQ��'aemmB2� `sm itVITI444Tggm a N gA R♦33 2 G£it i322 Q£2 ABC C a � J b u N u G II 2II£G 2 g g cggII g�Q Hi 2 £i A 32 1 CR2 a T Rq2£2 2 �+ Jmvb 2 C A 222�l3C��Gii��� SS k2 S32 2s3 h £2 R:2 Q 3, €22 o S G N Y Y g R 2G 6 eiF % Z f3 [i Rk R T €3 G 6S T� T R CgVVIMgQqgggg2V 6 u MIT J.b + a n n+ n a1a1p1 n a a+ a a+++ a 11a 2 22222' £yi z2 RB�6A 5 E $ TVT+ gg II_cARsi2Cag�AgR Ha Junb o gagg2II2 2Q2II2^2t2n�y .J. 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LO-065 W-OW o J 8l d0 9l mo o i INSMOS021f g3 W1-213110211V1NOZR10H a ���Y-" 'Y'y W o 0 51/9N50 a S318V-LAmmo uoHO J= e Q: as ¢;, 9 e w aanxaausw�nfrnv aemzswmdo•ta� •P nn� s� ¢_� �� 6 5� '�ni's�wsnam �anosoix�rouo� >y: s= oe ;; w� aosiroer{�as) sr•. � oi�: 1 �e=o n 11 o WZ4e.3OIN3A'N % "-...... •`f�5 �• a mm'z ui mE a BMW A'JOIONH33l OLOL AS '�., * pROF�`` 0 w o r LL Fo 5 P P O O z o oP m dayyg 3 3n z� 62 m €3 F ♦ io 0€ . 7 LLa m �- €o�c3 O6i5w;,u oP a—�w--, e mC� V LLwP jw F Nn�Pz E a 7 P m�w dw� P r R r E d ��38.5�83�83�338 E F F E 8 ii8a 5�38����838��� E "if 0 3 �8.�8���'.�B.�E��$ boouitaa$a,'��sasa3sssss tsaaaissssaouasas•s3aaaa e � � a o a•aaa� it�a$sssi�sss3s�ssss aaa ..}«T gaaa aosa«za oa..Fa nnandasa3aaass5s'"asses zaaaa�za�aaaxaaasFFFF aaszssa«sass=asszaFFv B2tiSSaJS.a�`�oESa a`YEdSYg����3���3�� g $ oSEdS33g�a�t�Sa as3��� 3 <" ��a�aa�:i�k�ab�3ots�6do�&ish&t�naa��i}an��u000a� as aaa a� a � 3 coY �or32sr�mb3�oa$aa�aFn gas axa asasagaE nmap�aaag$�a�n�guaFtit� F_aa sa..a surer �gngan°an�ax�it�a�xli& m uirb$ n�4Qbz�u�an&onnabi'ro annnq• bnn�Znn& tiq_t���o ntioBl�ba'noo&�so�sa&a�snnir SY}gY�C�n��EFxS�fisl�lYSY a�azbb�sY�n�t��;s-is�scx�a 3 �ob�a�k� q�&$zinirnzic��>Stiaano�b Q _sss-sssssssssssss«�« carer 3� o S a% 3� aS � ;a � nasss�$a$sar#ssassss'x� — a P 3 � � asaaaaaaa asa3aasasfl�assss a aE.a a � &is8is:33$a`s��s3sdsa3sss aaa air � E � a P°�aa�3a-az�alsai�aa3ssass oabb�adaoa3�Da$dss'�aa d � g 5 — aanaaaaaaa�aE3panna �4i�$tioa3�3no�a b aa��FY�>Y a§fS�ilas;3 m � {sanutizzn`a>�&ban�rao&�§fin s e o�&&tso�r€sa$aat��rfa>�airaa as««a as a..g . � - n&�nontv>5�u�iis>ycnan�&nn masae�"�=Asa-6�a-�gl-a=ate n �. ii h�;on�ese��-an �- - smaa�-aa � � •F � ii i'i s� ��� N m� mgR� .m- S` a °� d ti Pr n Fd .N- `' •. ' � m� X X X x X X X X 9E X X X X: Fe X X X dF X - Y E X X y•.X X X X X • X X X x X X X X 3 X X X- 6F X X X- n X X X X E X � X X X S X X Xxa'aXax,;a;;Xa;;Xa.•Xxxa XXAxxX�aX3xsaaxa�:xXa� �— �' �mm me�wen ucrame.mmk 9111 of Material 0 Part DoeoHP6an Material 1 820121 Forma Wad, SW and Ja -J.Channw PVC 2 820122 Flame Wad, eW and Amos -Floras PVC 3 SM123 Frwne Wad, Bill and Jarred - Fin PVC 4 =124 Forma Wad, Sill and Janes - Equal lea PVC 13 620172 ArKLLR Wad/Tom Cover PVC 74 620131 Fixed Meeting Rail PVC 15 62,15E Tack been W63 TO Al 1s 620120 Sash Pell (Sloes, Top S Bottom) PVC 17 620160 Monomll 606376A1 19 620158 pW Rail Interlock BOB376 AI 20 e20144 PW Fall Intermit Corer PVC 21 M0150 llDkt Smh RomismomeM 608376 AI 72 820151 Standen! Bash Rolndcamard 60a376 AI ?3 620152 HO 6®h RolnbRemenl 605J 76 Al 24 620153 Staldend Moo g Pall Rclnbmament 600515 AI 25 620154 HD Mee. Rail Ralribmament EGGS T5 AI 26 62D766 KID. Here. Roller Mooting Rail ROlmamomDnt 6008 TS AI 27 710)014PPA 010x 1.1/4-PH, PH SOS Manomli Saw) 410SS 28 61544 WeaUemNP,,16T x.270' Fin Pilo 29 6171E WeWheetri Asrx'=Poly PUs 30 I P8x 1' Ph. PHS13S (Menock MPu,dl,g Scnw) 41088 31 7=12PPA 98x 3-Ire Ph. PH SMS(Fame MooUrg Rao Scmw) 4108E 32 716695P Meeting Roo Sem%v Support Plate 60B3 T5 At 33 720210 Weop Halo Down PVC 34 720167 Installation Sam Wla Plug PVC 37 720197 Auto Lock C slow 38 720169 Swap Leek CeIt TYIC 39 720196 Auto Lock Carer Assembly Caatzrio 40 a0x1-1m'Ph.FMSOS (Auto and Sweep La* Somw) BB 41 720200 Auto and Smap Lack Keepor Cast Eno 42 70)34PPA a5 x 3/4' PH. PH SOS (Keeper Scnw) as 43 7612FP7X NI)It 1/2'FFH TEN wnbrearrela Screw 88 44 IeadaHle Top Caner Key Nylon 45 Loadslile Bottom Ommorgry, Nylon 46 TWIN.8 1. TCTa Cgvr Key Nylon 47 LockdWo Bottom Demmer Key Nylon 4a 720204 Wheel Nylon 72 min LAM. I.G. Bead PVC 74 Backeeddirg, OE 7700 or Dew 701 8111=6 75 710NS BehIrg Bledk /8-x 2•x VB`X 85+/-5 cum. EPOM 80 61011 Rol -formed Semen Alum at 61D12 Extended Semen From Alum 82 Extruded Semen Spreader Bar Alum 831 4704ZN Semen Corner Key wish Pull RIn9 PVC 80 47041W/CKOL9 Sclean Comer Key NO PWI Ring PVC 65 7CASPM Tmelon8 drg 88 66 67810c46 semen Cloth Frostplass o7l eivowalaW ,140-Semen B ire achIm/Hand RWletl Vinyl 1) ITEMS N G12,18, 35.30, 41N71873 ARE NOT USED AND ARE NOT PART OF THISAPPROV%- 2) PVC BY ENERGI WINDOW AND DOOR PROFILES, LTD., TO BE LABILED FORAAMAEKTRUGEROODE, 3.500' Aar W.541 ,oar 3.60r .0or 3.507 O62' 17 .lor 0 }CHPNNEL .62d' FIANGE FAAME FIN FRAME EQUAL LEG FRAME •r 1.3'S O1 6 BNEAG, EILL 0�81LL6 1.J'S OBaSILL6 OJAMB931LLa 1.8w - 1 Lr 1.s6r — o 1A3r r T 1 1 H.— 1.f 00' 1,1ia' .096• 0 01 1DIDD'S �f" 1.9T6' �+-il .Cos. 1131' ice- } .060- 1 � .SET .017 .OaO• .6T1' 13 LIFT FAIL W" RAIL BTPIM COIVERNT 19 MEETING RAL 15 NFDQED EB 10 SASH RAIL 19 INTERLOCK O WINUIRLOCKGOVER• 1T5 J1a• Ij�'�� .MD. �'I 1.100- Lam• .854• �--r • r LI . III 1 .7 v I.77715 XUT OEEADI ZING EO SCREEN FRAME 61 SCREEN FRAME �1 REINFORCEMENT O RE NF R EMEI NT .2w oio'-•.•1I+ 1.ter F•.-- 1.1m•"�1- 1.1E4• r-- 7011• —r 1-�" 07D• �- 1 1.WC DU 07C ,-' A41' 1.041• .13 ��'--�{}�-• .W I~ 1831' r1 .13Y - tai•.1e4• L .074• 940 2q HD SASH 24 STANDARD Hp MEETING FHe AIL MEETING PRODUCT REVISED REINFORCEMENT REINFORCEVMENT O RENFORCEMENT 20 REINFORCEMENT 17 t40NOWi6 Bulldlnp lyln0 blur No Rod" 10A-No, 17.0411.08 \\ xA RWe aA: OFF: a k F axPlmean Dale DBY24/2020 CENAP.��i�� JR 03i27117 ROOunaedTxDalEEr. By �1 ..10EN3F •••�/By a re ue an 7} Nu. 6870E * Wrsrptb:x Dorm n 3)•; WINDOW EXTRUSIONS.$ BOM J ROSOWSKI TE 1070TEC194OLOOYDRNE% rare Oota ' •':F4o IDA.: 2 RVENICE, FL342m NA` ����\. to4e basal DTI Rare HORIZONTAL ROLLER- LM 05/15/15 J/ 1\ e o Se4xArWa4d JiCdfe: .h Ina Rm. A Li1MMlIC�R,PE. OERDOFAUTN.MN HR-5510 NTS 17 OF 18 MD HR5510.01 B RE)61106 MITERED FRAME WITH INTERIORANDEXTEROR FRAME WEIRS SCREEN ASSEMBLY DETAILS- ... 9-iLMRIC1Fk FRAME " ASSEMBLY DETAILS 1)GlLASBM'DSOME PARTSIOPIONS NOTSHOWNONORAWMOFOR CLARRY. 2)J4HANNEL FRAME SHOWN. PARTO 1. OTHER FRAMETYPES"PLY. 3) FOR REINFORCEMENT TYPES. SEE DETAILSON SHESTS b0. SASH ASSEMBLY DETAILS OPLAUI OPT.SWEEPI * : No. 68708 as Lock SIR of Material Description Matmaal MW0.Ptint lack mia Gat one O mmta mantln Rate Sloml MWtI 'nl Loek Kmm AMm/num MU?pdnt lock Guide NIm no Bar (Length Vedas) Stew.& Shel 010 It IlT HH ME StoiNum Stool 78 x Vier. PH EMS St inloss Se" iB It 314" Ph. FX SDS Stslnleee St" A PRODUCT REVISED u eomPiylna vIth the FIOH4a Dun4 eCm moA m. 17-0411.08 EXPlnutloa Dow D 412020 By Mlommn�a m u0 Control 107D TECHNOLOGY DRNE N. MICE, FL 34275 (041)-480-Nt CDR. OF ANK, 629296 JR 1 03/27/17 1 Ra—assTHauser. 0 WINDOW VIEW J ROSOWSKI Gore SAL ROLLER - LM 05/15/15 Sml4' Sane OVNIp Nw Rn: 0 NTS 18 OF 1B MD-HR5510-01 B m t� NOTICE OF PRODUCT CERTIFICATION Company: Mosonite International Corporation Certification No.: NI007077.07-R2 1955 Powls Road Certification Date: 05/22/2017 West Chicago, IL 60185 Expiration Date: 12/31/2020- Revision Date: 05/02/2018 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Impact Rated Sidelites fieo ,a (w/Wood Frame or Worldwide Composite Frame' unless noted) Specification: TAS 201/202/203-94/ASTM E330-02 The LeNotice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product ns described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listino,d www.Nnmie"reiren Han Configuration X Single X Single Inswing or Outswin I/S O/S Glazed or Opaque Opaque Opaque Maximum Size 310" X 6'8" _ 3.0" x 6'8" Structural Design Pressure +601-65 +601.60 Water Test Pressure 0 psf 3.75 psf/ 6.0 psf l 10.5 psf 1/9.0 psf 7.5 psf5 wmerican Missile Impact Rnted Yes Yes National Standards Institute (ANSI). Test Report Number Drawing Number & Comments NCfL-210.3102-1/ATLNC0129.02-15/ATLNC 1012.61. 66 Maximum Panel Size: 3'0" x 6'8" Anchor Details•MA•FL0170-07/ W-1807 NCTL-210.3102.1/ATLNC:oI29.02.15/ATLNC 1012,01.16 Mnximum Panel Sim: 3.0' x 6'8" Anchor Details-MA-FLOr70=07/W.1807/WI835/ W-1860 XX Double 1/S Opaque 61011x 6'8" +501-50.5 0psf Yes NCF 210.3105.1/ATLNC0129,01•IS/ATLNC1012.01•I6 Maximum Panel Size: 3'0" x 6'8" XX - 0/S Opaque 6'0" x 6'8" +55/-50.5 3.75 psf/ 6.0 psf' Yes Anchor Details-MA-FLO170.07/W-1807 NCTL•210.3105-I/ATLNC 0129.01.15/ATLNC 1012.01.16 Double 8.25 psf'/8.25 psf 4 Maximum Panel Size: 3'0" x 61" XO/OX 1/S Opaque Door 6'0"x 6'8" +50.51-50.5 0psf Door -Yes Anchor Details•MA•FLO170.07/W.1807/W-1835 NCTL-210.3105-I/ATLNC 0129.01•1 S/ATLNC 1012.01.16 Single w/Sidelite Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0"x6'8"/Sidelite: 3'0"x 61" XO/OX O/S Opaque Door 6'0" x 6-8" +551-50.5 3.75 psf/ 6.0 psf ' Door -Yes Anchor Details-MA-FL0170.07/W1807 NCTL•210.3105-I/ATLNC 0129.01.15/ATLNC 1012.01.16 Single w/Sidelite Glazed Sidelilo 8.25 psf=/9.0 psf4 Sidelite-Yes Maximum Panel Size: 3'0"x6'8'/Sidelite: 3'0" x 61" OXO 1/S Opaque Door 910" x 6'8" +50.51.50.5 O psf Door -Yes Anchor Details-MA.FLO 170.07/W-1807/W1835 NCTL-210.3105-I/ATLNC 0129.01-I5/ATLNC 1012.o1•16 Single w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0" x 677Sldellte: 3'0"x61" OXO O/S Opaque Door 9'0" x 6'8" +551-50.5 3.75 psf/ 6.0 psf' Door -Yes AncM1ar Details-MA•PLO 170.07/W.1807 NCTL•210.3105-1/ATLNC F29.01-15/ATLNC 1012.01.16 Single w/Sidelites Glazed Sidelite 8.25 psf2/9.0 psf4 Sidelite-Yes Maximum Panel Size: 3'0"x61"/Sidelite: 3.0"x6'8" OXXO I/S Opaque Door 12'4"x 6'8" +50/-50.5 0 psf Door -Yes Anchor Dclails-MA-FL0170.07/WI807/W-1835 NCTL•210-3105•I/ATLNC Ol29,o1• 15/ATLNC I012.01•I6 Double w/Sidelites Glazed Sidelite Sidelite-Yes Maximum Panel Size: 3'0"x6'8"/Sideliie: 3'0" x 67' OXXO 0/S Opaque Door 12'4" x 6'8" +551-50.5 3.75 psf/ 6.0 psf Door -Yes Anchor Details-MA-FLOI70-07/W.1807 NCTL-210.3105.1/ATLNC 0129.01.1S/ATLNC 1012.01.16 Doublew/Sidelites Glazed Sidelite 8.25 psf 1/8.25 psf 4 Sidelite-Yes MaximumPanel Size: 3'0"x6'8"/Sidelilo:3'o"x6.8" 1-Denotes ZSorles Threshold Desian 2 -Denotes Mob Wm Threshold ne,lev 3.was,5 d.n""".". w".M..,M. "r. ._ m.._._,....__ Anchor Details-MA-FLO 170.07/W-1807/W-1835 National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072 Tel: (804) 684-5124/Fax: (804) 684-5122 "u"IVED NAMI AUTHORIZED SIGNATURE: - Luau Permitting - L. Roberto Lomas P.E. 1432 Wua0b,d 21 LewBvde, NC 27023 43"8a06n9 Manufacturer. Masonite Report#- 514010A Date: 10/1012017 - Product Single door & x 6'8" (Wood Frame) SCOPGI This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the Product described herein. These calculations comply with requirements of the Florida Building Code. Anchor capacity in shear Condition: Solid members w/ A w/mR gap: a. With threads present in shear plaza Fastener type: 910 wood sae, (NOS 2012. NOS 2015. TR12) fbrdnal ddmis:tc. b: 0190 in Sap: g. 0D000 in Pont 6amety: Dr. 0152 in Monuan. 0D000 in Mimmam required Peneirenmu p: L240 in scam beefing yield strength: Fp= 80p00 Psi Side member: Daglos Fir-Lardi (re om) Main tamibv- spruce-Plre-Fir (6=OA2) Side member thicla ss: ter= IMin Maw member thick. t.= 1500 in sidemnnbordamd Gain9stra9rin e= 4A50 P9 Mainmemberdoadbemirgshengtla F = 3.350 pei Side member dowel bearing lesglh: 4= II100 in Main n�rober dowJbearing I ergtti: 1.= ll40 in Model Made lc Modell Made III Mode IIlc Mode IV qua= 63 55 W. rp= 884161fin A: OD007 A: OD0096 A: OD0107 P= 725-61 Ths P= 884 Ths 8: L07 B: 057 A: OD0135 Ko= Z400 Ro= 2.400 C. -427.674 B: C-253.623 C 05 B: a Dow Z.- 302 Ibs Zr 368 Ths P= 331 lbs Ms= 468 in-lbs Moo= _-267.699 468 in-lbs -93.6 Ko= 2-400 P= 297 lbs P= 319 Ths P= 263 Ths Min. Deign vahm Z= no Ths Z= 138 Ths Ka= 2.400 K.= 2AD0 Ko= Z400 Duration Factor. Ce = L6 Z= 124 Ths Z= 133 Ms Z. 110 In. Aflo cable Design Value (Zr,): T. 175 Wencher Fosterer type: 1/4ITW Top= TaMdandwhas C NOA 16-1222D6 Substrate. Hallow blade. Maranon ambedmenr: 1.25 in Aclualedgedbnaau : Actual CT 250m eol,c distance s c^9 C ) 2.00 1 4.00 2.00 130 161 4.W 163 W2 o spaang Allowable Design Value: 3.00 in Z•.= 155 Ibs/andwr (per interpolation When needed) Fastener type: #10 Tek screw Substrate. 18 6A,Steol Tabulated design vda Z= 1266 lbs Safety factor. Fs= 4 Allowable Design Vans (ZF,): Z.. 316 Ibs/anchw mwu a chor rapacity: 155 OWoadh Nero: AnCMrs wiN Me/east rapacity is used sorcarm/a0ons to 4uaeyanahars miN tighvcapacrty. Anehorcalculadons minimum reouiredanch m 36.38 Design pressure: 85.0 psf 79.25 Al Ama load Mel. Malian Cap. "'y load Z^� O.0 Rea& CW 6bs) (lbs) Ai 23 195 WA WA 155 2 98 OK Az 7-7 656 6.00 18.00 155 5 131 OK Luis R. Lomas P.E. 1 of 3 FL No.: 62514 10/10/2017 L. Roberto Lomas P. E- 1I32WbocV&dRj Manufacturer. Masonite t�e, NC 27023 Report1 43"8"609 10/1: Date: 10/102017 rllomaslo�tAomasoe can Anchor Locations: -36.36 -- - 6.007YP.� 6.007YP. f 6.00 2of3 E IVs�'9�yi�� —* - 051 -5t� .A TATE OF o�p.'c��ORIDP `� ij�llle S,QaA i 1�`y�`\\ Luis R. Lomas P.E. FL No.: 62514 10/10/2017 L. Roberto Lomas P.E. 1432 WcadlwdW Manufacturer. Masonite L�. NC 27023 Report# 514010A 434-68e-06o9 Date. 10/102017 d(omas0domasoacom installation instructions, 1. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 114- MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1? MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN BELOW. 2. FOR ANCHORING THROUGH FRAME INTO MASONRYTCONCRETE USE IM TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 IW MINIMUM EMBEDMENT INTO SUBSTRATE WITH 212" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN BELOW. 3. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL WITH 12' MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN BELOW. I 4. ALL FASTENERS TO BE CORROSION RESISTANT. 5. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW.- A- WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOWIFILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.0480 FY=33KSI/FU=52KSI OR ALUMINUM 6063-T5 FU=30KSI .052" THICK MINIMUM 6. ANCHOR LOCATIONS SHOWN IN THIS DOCUMENTARE THE MINIMUM REQUIRED FOR THE DESCRIBED PRODUCT EXPOSED AT THE DESIGN PRESSURE INDICATED HEREIN. 7. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 8. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 9. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-12- UNITS MUST BE ANCHORED THROUGH FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 10. WHERE WOOD BUCK THICKNESS IS 1-12" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 11. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 12. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 3of3 v •v\GENS �TATE OF :•r�� lllllll\"' Luis R. Lomas P.E. FL No.: 62514 10/10/2017 Cf uldo 13'd VOIa01d aozvNl-Ivs lanx F+ W b n zgoo 9 I 0 P _ H3wVad 'XVR I 7Y9V211SY/M C xVw ,S'LC F— xm SLC'9C 070 XVW ,lZ H106M 31 d 710340 ''XM .80 ,.:. SIR 'mi- I OOHUVI OW NONU SNnOH OOSb DNIa3WLV3M N313V HlON3N15 311SN31 3NLVdtldN00 . BCGO wLSY .HLON3 5 3115N31 #0'Sf C48Z0 W15V AL15N3tl 3N0W5 NIW NI 0'0 Sf90 WLSV WAR d0'31tla 6Z010 NLSV d4Y3L NOWNOI 4135 MEN NOWVNOIS30 NOI1dIVOS30 IS31 (03Sn 383HM) 3WVd! 3Dsuma 301M01NOM !0 ONUMI SOILmd 'G LIO R dl10 #Z'C GCGO WGSV . •NIDN3ws 311SN31 #Z'DG "LW I Emu vylsv AUSN30 3AONS NIW NI BZ'1 NIW NI GG'0 i GC80 NAW ONINa118 !0 31Va !. O99 G !. Z4B !. OG9 < 1- ZCL I 5Z5{0 WiSV I dY431 NOIJINOI 135 ;ONI1531 SJI15VId '4 '1083 W15V 83d OS !0 X30N1 03d013A30 3NOIYS OW OS do Y30NI OV3ddS 3WW 3a0D 3N*U8M10d -C '(SN3L1nH5) MMS 3N1D3102d 3NvowunN tl d0 35n 3141 3911103N ION 5300 10n00Nd 51H1 'Z '0315n S3Nn553ad N9530 3111 MOM LON 5300 'S3an12 nNL5 a3N10 ONV SDN101inB a0! SOV01 NOI530 AMINIW 'L 30SV AS 03NIA83130 SV S1N3N3N10D3a 3anS53Gd 3N3HM OW3003 ON109n8 tl01a01! 3H1 01 DNI83H0V SNOUV001 NI 35n Nod 031Vn1VA3 '1 53C6F-iBAiN33J savisais 1noHD,m / H11M !looa mano0.8-5 Juan aooa ssvtoa3sw awnviNuois '].LINOSVW �,V I 7 n� SEE DUA c• n 1 r #10 x 5/8" #10 x 5/8" #10 x 2-1/2" /J 10 x i" ol0 x 1" #10 x 5/8" DETAIL "C' ■ .//l//!y 1 47- ���4.1 ryo yx1 z v DETAIL E"..ASTRAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN, our per mgwlx.IW r ObY Y/Ip Qla 141WI.IQ_ 0.1]I• Iry} ]NO...�� 91T INµ W H1H YMyI b S. X DETAIL ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH DETAIL FOR A 1.375" THROW _OF" ASTRAGAI A7bMmz Mp law rr£?eae '� t r/tamgm�mtlW n.ln•vn ]�mmvWlW w OI]I' NY LNpGryp'W %µ• � \1/P tll[ M1L INW AYR/L YIiN 1/Y M[ !lSS WSM a� SEE DETAIL 'C' SHT. 2 OG1/10tr�nS � in ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADIN SIGNED AND SEALED BY ROBEI (FLORIDA #62514) WITH THE L FASTENER RATING FROM THE D SEE �D im 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND PREPARED, SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. i" > • Z. 14 X 4 FULL MORTISE BUTT HINGES, ENERS ooLN�1qsXa' - AND SHIM 1'XI/2. ODRRUGATED 01OX2' WOOD SCREW f 25• 3' FFRROM FA-6 END 0 FROM UCH END InncanuLu znsl[NGRS ANALYZED FOR THIS UNIT INCLUDE a AND OC AND 12 OC #10 WOOD SCREWS, 1/4' TAPCONS, AND #10 TEK SCREWS. ti • pp;,gggg I A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH `5'rTiz II[[�pII A D Fm7� ANCHOR LOCATION, TAPCON EDGE DISTANCE MIN 2-1/2 GL —I I_ J I I D y �— WOOD SCREW EDGE DISTANCE MIN 3/4". TEK SCREW EDGE TYPICAL MASONRY Iffll YfI+Ac�y�ID DISTANCE MIN 1/2", ANCHOR INSTALLATION F'dflG2 1-• • � cL 2. ANCHORING INTO STEEL STRUCTURE MUST BE SUFFICIENT TO I ACHIEVE 3 THREADS MINIMUM BEYOND STEEL INTERIOR SURFACE. �'. T.•, IX BUCK MASONRY COMBINATION WOOD COMBINATION WOOD 15N•77---- ANCHOR INSTALLATION MULLION (BOXED) MULLION (BOXED) 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM 1_ og� (3 iDX2-I/2' (a 1oz2-1 2• ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT Tu �o�D SCR VS OF 1-1/2" MINIMUM EMBEDMENT, THE TAPCON MUST ACHIEVE OL— I_ EACH END `�EOACHSEN� MINIMUM EMBEDMENT OF 1-1/4". 4. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. TYPICAL W000 BUCK S. MINIMUM DESIGN VALVE STRENGTH OF ANCHORS 155 LBS. ANCHOR INSTALLATION INTEGRAL WOOD INTEGRAL WIN MULLION (CHS) MULLION (CH5) [-A I Stucco & Plaster: S' Safta vents (z Piece Nanow Overhang) RECEIVED DEC 0 3 Z018 ST. Lucie County, Permitting V1NYLCOF l _ eM�'�® A Olvision of �4C� Clark0letrieWBuilding Systems For the proposed new construction of: Untitled Submittal ' " �� SOaS FMerSoH tT✓�, "��oe Date: 10/20/18 Contractor: Architect: Distributor: Project Notes: 1)wra14 Goodv&'• Tech support and 800 number: 1-800-648-4695 vinylcerp.cem 8000. NW 79th Place P 305.477.6464 Clarkwestern Dietrich Building Systems LLC Miami, Flooda 33165 I F 305.477.4108 VWnCORP. A Division of QartDN W dr Bonding Systuass Product Submittal Sheet vinyleorp.mm 8000 NW 79th Place P '05.477.6464 Ciarkwestem Dietrich Building Systems LLC Miami. Florida 33166 F 305.477.4108 Soffit Vent (Two Piece Narrow Overhang) Coptinuous two-piece Soffit, Vent, for stucco &amp; plaster. Vertical edge clip is provided for special installations. s CSM"VZF I 7M' 3'wldew 6"perx)Desgnedtowmknn Nanow Oved".4-1/4-merallwkM 12 1-1/4' /-" `'`. "": 3'Sam Vacs-cadhmer Mopdem San Vint, far sL®and ptaster.Valimledgerpispmrilelforq®Iicdalaf"u¢ i / - Caulkall Lden tlons ats.endvantl miners ettime of'ucstagatbn. ACCESSORY SPECIFICATIONS 1. PRODUCT NAME RIGID VINYL STUCCO & PLASTER WALL AND CEILING ACCESSORIES Rigid Vinyl also known as PVC (Unplasticized Polyvinyl Chloride) 2. MANUFACTURER Vinyl Corp`O 8000 N.W. 79th Place Miami, Florida 33166 Phone:305/477-6464 Fax:305/477-4108 National Watts: 800/648-4695 3. PRODUCT DESCRIPTION Stucco & plaster wall and ceiling accessories are manufactured by Vinyl Corp.'", using weatherable grade, lead free, virgin vinyl compounds, formulated and tested for exterior use. Stucco & Plaster Accessories., Corner Beads, Bullnose Comer Beads, Casing Beads, Bullnose Casing Beads, Control Joints, "P' Control Joints, Corner Control j Joints, Expansion (Slip) Joints, Channel Reveals, factory fabricated Channel Reveal Intersections, OF' Channel Reveals, Soffit Vents, Shadow Reveals, Vented Shadow Reveals, Drip Reveals, Vented Drip Reveals, Corner Expansion (Slip) Joints, Weep Screeds and other miscellaneous vinyl accessories. Weatherability., Rigid vinyl compounds used by Vinyl Corp:" have been formulated to withstand the elements. Physical properties and color are not adversely affected by exposure to ultraviolet (UV) light from the sun. Vinyl Corp'" accessories do not contain plasticizers which could migrate to the surface, and are designed and manufactured to perform in cold or warm climates and in locations where sudden large temperature changes are encountered. Corrosion Resistance. Vinyl accessories are impervious to rust, corrosion, galvanic corrosion, electrolysis, corrosive coastal areas, and are not affected by masonry cement additives, magnesium oxychloride cements, or calcium chloride add8fves. Solid Color. Standard color is white. PaintAdhesionProperties., Excellent, no priming is required. Ignition Resistance. Rigid vinyl is sell extinguishing, and will not continue to support combustion once flame source is removed; therefore it will not cause a fire to re -start or spread. It offers better resistance to burning than many other common building materials. Electrical Conductivity. Rigid vinyl possesses low electrical conductivity. Thermal Conductivity., Rigid vinyl is warm to the touch and has a very low transmission of heat and cold, and it is considered an excellent insulator. Expansion and Contraction. Vinyl Corp." wall & ceiling accessories are manufactured with perforations in the flanges to allow stucco or plaster to flow thru and anchor to substrate. Accessories have hooks in critical areas to assure embedment in stucco or plaster. These factors, along with the fastening of accessories to substrate prior to coating, makes the accessories part of the building unit and therefore will move with it as the temperature changes, consequently the coefficient of expansion of rigid vinyl has little or no bearing on the installation. Basic Uses. To produce durable straight lines, smooth curvatures, arches, soffit ventilation; control 'expansion contraction, and protect corners and edges. 4. TECHNICAL DATA Applicable Standards. ASTM D-1784 and D 4216 cell class 13244C MATERIAL DATA 5. INSTALLATION Applicable Standards. ASTM C-1063 Installation shall be in accordance with ASTM standards and prevalent industry standards and good practices. Vinyl accessories shall be fastened by the use of mechanical fasteners to the substrate in straight lines or smooth curves. All Butt Joints, intersections, ends and comers shall be caulked at time of installation using an elesmmedc caulking. Consult caulking manufacturer or Vinyl Corp."' forspecitiic recommendations. Limitations: Contact Vinyl Corp.m for specific recommendations. 6. AVAILABILITY AND COSTS Vinyl Corp." accessories are generally priced lower than equivalent products manufactured in galvanized steel, and substantially lower than zinc or aluminum. Vinyl Corp'' accessories are in stock and will usually be shipped within 24 hours after receipt of order. Accessories are marketed nationwide through distributors and building supply dealers. 7. PACKAGING 275 lb. test, double wall, corrugated boxes. 8. Warranty Information Available upon request. Notes All size references are nominal dimensions and subject to normal manufacturing tolerances. All product lengths are 10' unless otherwise stated. MINIMUM PROPERTIES ASTM @0°F @320F @720F Tensile Strength, psi D-638 8,100 7,500 5,900 Tensile Modulus, psi D-638 425,000 400,000 360,000 Flexural Strength, psi D-790 16,500 14,600 11,200 Flexural Modulus, psi D-790 497,000 470,000 415,000 Izod Impact(f .-Ibsfn.) D-256 1.1 1.6 3.4 MISCELLANEOUS MINIMUM PROPERTIES ASTM @72°F Heat Distortion Temperature("F @ 264 psi) D-648160 Coefficient of Linear Thermal Expansion (in./in. OF 105) D-696 3.45 Durometer'D° Hardness 78a Speck Gravity 1.46 W N