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HomeMy WebLinkAboutProduct Approval • ry.nv,4'e.•P: p :K<'..d. .-'�,i n7.�?�'ei:�. u. 'l 'u" �"1.rr ''"i"+'�fSI')'}}L` T ny.' 31`r" 'lg ''^,ro�,fi Y.tare. :. 1 ' ,'' i '�S'' Yfk ` '�yM it 7`k E ' '��P'ys�'t f, 2r�r t p^}.'SR' $3 x�`Ac. y?rt.,,e -fi,.t.,8.r.:sj *r''�` '_�t' .t d.:i' :r �}d, tikj,'j:'` ',�"+-„4>'-x t..x�'f'Y ' "k1r.j, r4r 'u�SSst } - �,k 3 M rs rT t Al a � r•,t,r NOR � �1 R �; r �,,.• �� r4fi x �, +y yp '�. :Y4. { tWr +..F rbc:, a ,ct � k P. 4i*w ✓ir, �� T S 3•}-s .r' ...,.:.ix�._.. .,;L t d`�t f. ;;.e: ?!�} i es rr d:}':n /; Af. t .u''. -' �. ?� �, rf.:� )i'S1 '"'S'$Y''�, ?`��v¢<x -�• / b F r1�(y.w 3 1X.3 'Y �. }M ,�t� 4 '*s 4t s.s.y,l�K1 1k g ns,n r 2 1, Y' .x”..1 r,.., y. ar.k*.�.k.r.•. .-'kt r h�%i; 'F-ek.'rl � rx .�, 9i'' kw..- _3tT{�. 4r.:�#1 d.GRr f19- 01 a �,� , � fl �� ",:%�r`sEn i q}y3 `htl��t;1'.t..-�-„,{z-li.. �J✓. E :;.�� � .5.) rf1'.'�y3�`�k4 �'s. 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Code Version 2014 FI..# 5891.2 Iii ?se F y' + Fz; Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL i tX r t( 4 Application Status ALL Compliance Method ALL ;P1s a3 z, s `" Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL MMr, & y� ,`� Product Model,.Number or Name ALL Product Description ALL "Null + Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL rcY u :r; Other ALL t'y SPty M1y1S�F!rEStSsi�''y, ,'�- s N r r P Sealrctr Results Apo 1Rcatlons Ryan 1.King, Approved 1ion Thermo-Tru CorPoration� - Revis R-5 FL#:FL5891.2 x�;o �j P.E. RN!, I kn r � toY Madel:tr."SmoothStar (813)767- i �,it�I,y Nk,ul �ris Description:618"Impact"Opaque Fiberglass Single Door(X)Inswing or 6555 I *2fiF � Outswing Configuration s a Category:Exterior Doors ' i 1 Subcategory:Swinging Exterior Door Assemblies � *Approved by OSPR Approvals by t)8pR shall be reviewed and ratified by tho POC and/or the Commission if necessary. r'arhr?�sU fir{ tact r Us.*: -on 6 .nlalr stone Road.'fJsilahassee FL_x239_ph° 0- 7-19 4 The State of Florida Is an AA/EEO employer.x t, kl SgIvr1Sht 2007-2013 State Florlda Pr(acY Statement.:Accessibility ::Refund Statement ,l� y,�.f aF.nst:ra+zr.rf Under Florida law,email addresses are public retards,It you do not want your e-mail address released to response to a publtc-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 950.487.1395.*Pursuant to Section 4S5.275(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 emalts provided may be used for official communication with the licensee.However emaH addresses are public record,If you do not wish to supply a personal Vaddress,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S., please dick jLaL. � ,�a��i'SR:,k,�)is Product Approval Accepts: J �� § iiars�4:yaty r lrr , sr r ,SecurityMetrics Credit Card Safe ilii!)$://WN:Y1.ilC?ttYr r1)idrf ri?i.i7'G l:)': 2U 6_!&I asp" ?ie3:d t ..I' Pl„a :;rt:,`t3 THERMAN U" 37.54"MAY.O.A. FRAMEWIDTH THERMA , TRU DOORS I IS INDUSTRIAL DR., EL)t3£R70N, OH 43517 PANEL WIDTH lttttttl g is e ,Q i3 a "SMOOTH STAR" 16 A is F ERGL SS S NGtE DOOR INSWING/OUTSWING y D. Q 2! `j OR to 4J GENERAL NOTES � F VVV� � 1, This product has been evaluated and is in compliance with the Sth Edition(2014)Florida Building g � Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). 0. a a a 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section a 3 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile n level"Wand excludes Wind Zone 4 a defined in ASTM El 996 and Section 1609.1.2.2 of the FBC. BQ 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x o a0 buck masonry construction. 12 S. Site conditions that deviate from the details of this drawing require further engineering analysis W, by a licensed engineer or registered architect. TABLE OF CONIUM w SHEE711 DESCWTION ^ 1 Typical elevations,design pressures&general notes Q �u:,s DEStCsN PRESSURE(ASJa; m 2 t?oorponei detoiis SVytAfB FRAME N—z L)lhiEMSlQN„ t'f�Sfpl/f NEt'a tIXE aTc 4123108 3 Horizontal aoss sections !I 4 Vertical cross sections INSWING 37.59"x82.19" ¢67.0 -67.0 st"i N.T.S. ck 5 Buand frame anchoring-2X buck masonry construction oWo By., AL m 2 6 Frame w-choring-7.—Y E=C mason,i tGruuticizon 7 &R of Motetiots&Components WING 37.59"x 84.b4" +67.0 •67,0 cxx. LFS 3 DRAWING NO.: � FL-5891.2 n Y sNEET i or 7 ro a — � r c R�CIiemAThermaSm PERMIWENiVloiida ProdiXt22 4 O � Tic 03 Gt i W _ 00 l of n V 'n a v Z �C M " A 0 0 fnfn x O 0 O _ c? N N p a 0 no Q _ y VM n y 111111U1111t�� _* Nm 49409 t � PRODUCT: eta pmPa^o or. 80g1lCF C1 t {n THERUA—TRU Lynd— F Schmidt FIBERGLASS DOOR P.E. No. 43408 #I I ttljlt:� 2 7 28 15 UPDATE.TO 57H ED. 2014 FBC US PART OR ASSEMBLY: BUILDING CONSULTANTS. (�1C. mp ! 6 IT T2 REVISED TO 2010 f8C 1K DOOR PANEL DETAILS P.O. BoX 236,Vtd—. FL 33588 I NO DATE BY Ph*" No.: 813.659.9197 REVISIONS FBPE C.A.NO. 9813 (D"BOOB A.W.Buwowt a CONou-Awn LNG. 4 4 E r �,•. q,�. 14 INTERIOR 10 * `i�`` 7>• m '►►►►111y1�11�� �g� nEXTERIOR a $Z 1 4, 133 40 7 & a 3 e E 20 C A w x0 1-1/4'MN, Q � 3 d EMB.MP.) K K d d 3 HORIZONTAL CROSS SECTION L > < < C $ Shown w/i X Sub-buck e a a 27 9 to iD INTERIOR INTERIOR t0 3 "> v > 'r 7 EXTERIOR EXTERIOR a 0 U d0 7 � xm ° g r o W x Ngo 24 — a v Q K 20 are 4124108 i 1-1/4"MIN, 9 \.:J awc.ar: At o' Ecom.{iiP.) c1a.m: LFS 3 1.1/d"MIN. MWM NO: ix/1�_ HORIZONTAL CROSS SECTION [2-_ _HORIZONTAL CROSS SECTION m 3 Inswing configuration 3 Inming configuration B ) FL-5891.2 °a s+cEr_L or 7 0 'z b n ♦ d ♦ t��tttrt� y� G INN CL K � A C All a �a C 1a 40 19 40 14 8 INTERIOR EXTERIOR 8 �q INTERIOR EXTERIOR W � 1 VERTICAL CROSS SECTION 2 CAL CROSS SECTION �? 4 Inswing configuration 4 Shown o n 0 a a INTERIOR EXTERIOR EXTERIOR INTERIOR N 40 32 8 �n ¢' 33 t8 w E E «w P to 14 10o ° s. a e A e p a s p N�Z tl p >. ° ° 4123 48 z° Z _ a p e rN1E: swe: N.LS. 9 VE�ITCAL CROSS SccitvltiL 01 d VERTICAL CROSS SECTION °"� By. '� 4 Insvving configuration q Outswing configuration CW.BY, LFS 3 oaAwmc No, a FL-5891.2 0 4 ar.7 v -------------- a 61 "6 �Trtfttilit�` m o MASONRY TYP.HEAD& MASONRY �, o OPENING JAMBS OPENING m a a �a — FRAME TYP.HEAD& JAMBS � S x 10 v Li 2X SUCK-,,, b d 2X BUCK C o w m W a a y � o x J 4 N z CHOKING SitHKFJAMif iRAMFANCHgRING HlNGElAtAB Masonry Masa 2X buck construction sn CONCRETE ANCHOR NOTES: 1,Concrete anchor Iocallons of the comers maybe adjusted to maintain the min. edge distance to mortar joints. 2,Concrete anchor locations noted as MAX.ON CENTER""must be adjusted to maintain the min.edge distance to mortar joints,additional concrete anchors may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 9 ° a 3.Concrete anchor table 28 K n=o ANCHOR ANCHOR M!M 'MIN-CLEARANCE:: MIN GIEARANCE 10 TYRE StIE EMBEDhtEMT TO MAsoNRY 1ti1 Ao:IACENT N'z ,°, EdGE ANCNCHT 1Q 27 K Oar, 4 23 08 z TAPCON' 114" 1.114" 2 4" sckn N,T.S. MG.BY, AL m 0. ELCO 1a. ? WRACON 1 111141" 1° 4" aa.e+: LFS 3 WOOD SCREW INSTALLATION NOTES: oaawt+c ao.: u f.Maintain a minimum$18"edge distance.I"'end distance,S I"o.c.spacing HINGE DETAIL LATCH 6 DFADDOLT DETAIL FL-5891.2 c of wood screws to prevent the splitting of wood. 4 V a ' �.�'�-�•...�. ```���� it !!!!�, ' • . bit i m MASONRY OPENING \ ' m a a 4 0 28 G �a Qz FRAME x ? TYP.HEAD& ge 27 `✓ a mo JAMBS zo x o ab 1 X BUCK.-� a to X LATCH&DEADAWDETAIL adz of 7 � o m N (y a+ C 4 NU STRIKE JAMB FRAME ANCHORING HINGE JAMB z �* Masonry IX buck conshvcti 0 0 CONCRETE ANCHOR NOTES: o t.Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints, 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to maintain the min.edge distance to mortar joints,addifioncl concrete anchors N AN may be required to ensure the"MAX.ON CENTER"dimension ore not exceeded.3.Concrete anchor table 10 ANORCLEARANCE MJN CLEARANCE ata 4123 08 10 TAPCONe ..1/4" 1.1/4"_... 21 4" sax: N.T.S. 9 •m•. AL 1.1/2" HINGE DETAIL °R,"�NG NO 11Y., LFA 3 WOOD SCREW INSTALLATION NOTES: 3" OM " m 1.Maintain a minimum 51$"edge distance,i"end distance,&1"o,c,spacing FL-5891.2 °a of wood screws to prevent the splitting of wood. seas 6 or 7 " v — G d BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A IX8UCKSG>=0.55 WOOD cat 8 2X BUCK SG>=0.55 WOOD 4.5e Or 4z C MAX.1/4"SHIM SPACE w. ....... WOOD D 1/4'X 2-3/4"P ELCO OR ITW CONCRETE SCREW STEEL MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 111pi V, E CONCRETE 10! 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ,z 4 G 3/1 e X 3-114-PFH fTW CONCRETE SCREW STEEL 2 3C- _T .4 H 114"x 3-1/4"PFH ITW CONCRETE SCREW STEELri J 1/4X3-3/4'PFH ITW CONCRETE SCREW STEEL &kEAD D 21/2 PFH WOOD SCREW K #8X2 S b L #10 X 7'PFH WOOD SCREW STEEL az FOAM CL 7 SHORT REACH COMPRESSION WEATHERSTRIP �4 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 9 VX 4'HINGE.097'THK. STEEL 10 #10 X 3/4"PFH WOOD SCREW STEEL V KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL 18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD nal 19 HEADER JAMB(PINE,S.G.>=0,42) WOOD 20 1 SIDE JAMB(PINE,S.G.>=0.42) WOOD m R 21 KWIKSEr SIGNATURE SERIES 1780)DEADBOLT STEEL 27 LATCH STRIKE PLATE STEEL Tl� 4.62' 28 DEADBOLT PLATE STEEL 32 DOOR BOTTOM SWEEP PVC of 33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.Comp. 40 FIBERGLASS DOOR PANEL-SMOOTH STAR 41 SS DOOR SKIN 070''MIN.THK,FIBERGLASS BY ---- THERMA-TRU WITH YIELD STRENGTH Fy(MIN.)=6,000 PSI SMC Eg 42 TOP RAIL COMPOSITE 43 LATCH STILE LVL WOOD 44 HINGE STILE WOOD z 45 801TOM RAIL COMPOSITE 9 46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM 5.75" G V) 17?C77,LOCK BLOCK REINFORCEMENT WOOD_� NOTE:WOOD/LVL COMPONENTS(PINE SG>=0.42) N z Oa: z 0".ey., AL 0 CNK.sr. DpAwm NO... FL-5891.2 no' aim u 7 t 4' M IAMI-DADE MI:AIVII--RADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street,Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy PGT Industries-Inc. 1070 Technology Drive, North Venice,Fl.34275 SCOPE: This NOA is being issued under the applicable iules and regulations governing the use of construction 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(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section (In Miami Dade County) and/or the AHJ(in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:DESCRIPTION:Series"SGD-2500"Aluminum Sliding Glass Doors w/wo Reinforcements--Non-Impact APPROVAL DOCUMENT:Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact", sheets 1 through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and sealed by 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 IMPACT RATINGr NoneIpi,oveclIurricanie,Fro#ecton'id+evices cocr�iplyitg`w/_ BC',as applicable are required. Limitations:;1. Use of Table a requires No reinforcements. 2. Use of Tables 2 and 3 require full reinforcement per sheets 7&8 of the drawing. 3. Egress operable doors must comply with min clear width per FBC,as applicable. 4. Max%4"nominal air space is applicable for I.G.glazing with Truseal Duraseal spacer. LABELING:Each unit shall bear a permanent label with the manufacturer's name or logo,city,state and series and following statement: "Miatni-Dade County Product Control Approved",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. 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#12-0726.03 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I.Chanda,P.E. MIAH COUNTY NOA Nts15 OG{)9#8 nalExpiratron Date °IViay 22,.2©1,8 Approval Date: August 13,2015 ��(��� Page 1 PGT Industries Inc. NOTICE OF ACCEPTANCE:EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections(submitted under files below). 2. Drawing No.757 Rev N,titled"Alum Sliding Glass Doors-Non-Impact'',sheets I through 16 of 16,prepared by manufacturer,dated 09-08-04 and last revised on on 05/29/15,signed and sealed by Lynn Miller,P.E. B. TESTS(submitted under files 4 12-0726.03/#11-1018.11/#08-0213.03) 1. Test report on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,per FBC,TAS 202-94 3)Water Resistance Test,per FBC, TAS 202-94. 4)Forced Entry,Test,per FBC 2411.3.2.1 (b)and TAS 202-94 Along with marked-up drawings and installation diagram of aluminum Sliding Glass Doors, prepared by Fenestration Testing Laboratory, Inc.,Test Report No FTL-5095,dated 12-13- 06,signed and sealed by Edmundo Largaespada,P.E. 2. Additional test reports,Test report No. FTL-3102,FTL-3116,FTL-3117,FTL-3596, FTL-4273,FTL-4275 and FTL-4277 per FBC,TAS 202-94(formally SFBC,PA 202- 94),issued by Fenestration Testing Laboratory,Inc. (Transferred from file#04- 1220.05/08-0213.03). C. CALCULATIONS 1. Anchor verification calculations and structural analysis dated 05/29/15,complying with FBC-214(51b Edition),prepared by PGT,signed and sealed by Lynn Wier,P.E. 2. Glazing complies with ASTME-1300-02&-04. D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance to FBC 2014(5h edition)and letter of no financial interest,prepared by PGT,dated 05/29/15, signed and sealed by Lynn Miller,P.E. 2. Letter of lab compliance,part of the above test reports. G. OTHER 1. This NOA revises NOA#12-0726.03,expiring May 22,2018. 2. Previous NOA associated files: 08-0213.03,#07-0309.09 and#04-1220.05 3. Test proposals No(s)07-2245 and 4 04-0404 approved by BCCO. Vshag L Chanda,P.E. Product Control Examiner NOA No.15-0609.10 Expiration Date; May 22,2018 Approval Date: August 13,2015 E-I GENERAL NOTES: NON—IMPACT SLIDING GLASS DOOR 1.GLAZING OPTIONS: S.3/18"TEMPERED GLASS. TEST REPORTS FTL-3116,FTL3117,FTL-4277 AND FTL-5095. C.1/4'TEMPERED GLASS. TEST REPORT FTL-3102. D.5/8"INSULATED GLASS(I.G.),(2)LITES OF 311T TEMPERED GLASS WITH A 1/4*AIR SPACE. TEST REPORTS FTL-4273,FTL-4276,FTL-4280,FTL-4286 AND FTL4341. 2.CONFIGURATIONS:SEE SHEET 3. 1 3.DESIGN PRESSURES:SEE TABLES 1-3 ON SHEET 2, A.NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. A B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 6,DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADS COUNTY, 4.ANCHORAGE:THE 33 V3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT, MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS, NOA DRAWING MAP THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FBC. FOR ANCHORAGE DETAILS, SEE SHEETS 13 AND 14. SHEET S.MIAMI-DADE COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAMI-DADE COUNTY AND WHERE IMPACT RESISTANCE IS REQUIRED, GENERAL NOTES............. I 6.INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH SCHNEE/MOREHEAD SEAM SEALER. GLAZING DETAILS..... 1 7.REFERENCES;TEST REPORTS FTL-3102.FrL3116,FTL-3117,FTL-3596,FTL-4273,FTL-4275,FTL-4277,FTL-4280,FTL-4285,FTL4341 AND 5095. DESIGN PRESSURES 2 >ELCO ULTRACON AND CRETEFLEX NOAIS CONFIGURATIONS... 3 >ANSIIAF&PA NOS FOR WOOD CONSTRUCTION Q ELEVATIONS..................... 4 >ALUMINUM DESIGN MANUAL i VERT.SECTIONS............ 6 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH HORIZ,SECTIONS.,.......... " VELOCITY HURRICANE ZONE(HVHZ). ')C'&*0*CLIP INSTALL 9 9.GLAZING VINYL SPECIFICATIONS(ITEMS 36,37.&131): PARTS LIST....................... 10 a.PVC MATERIAL BY BAYSHORE VINYL COMPOUNDS,INC.,EXTRUDED BY TEAM PLASTICS,INC. EXTRUSIONS.................... 11-13 b,HARDNESS:70 SHORE A ANCHORAGE.....................14.16 c.SPECIFIC GRAVITY:1,43 d.TENSILE STRENGTH:1450 PSI e,ULTIMATE ELONGATION:380% f. MODLILUS@ 100%ELONGATION:690 PSI 9,TEAR STRENGTH: 210 LBnN PamcrARVISED L N" ift tits Pbt11s TRUSEAL DURASEAL--\ SPACER(TYP.) 36 40 37 3116"TEMPERED GLASS lit 3/16"TEMPERED GLASS 1/4"TEMPERED GLASS — AIRSPACE i a NOM.5/8'LG. - 3116"TEMPERED GLASS 3/8"GLASS 318*GLASS 3/8"GLASS BITE &4BITE E 115 BITE BIT 15 15 LYNN N 3Z16" MONOLITHIC GLASS -1/4" MONOLITHIC GLASS N0.58705 GLASS TYPE B GLASS TYPE C cc z: Fx 1 7 L NOCtANGE ISSNEE7 TE NO GLAZING DETAILS a MAP 1070 7FCHN0L0QYVRW jojfVIj 10RIDN.-'o�" F002010 CODE CHANGE,GLAZING VENN.&SPACER DESORPTION NOKOWSFL34276 ......1,M. 67876 N . is;ww SthEOtTIONF80(2014)COOEUPDA7EPEMOWE ALUM.SLIDING GLASS DOOR,NON-IMPA NUMBERS MD AQ&MS EDITION YEARS In CT A. A- R P.E. aW A.-Or )5�� jj NZ080FL 349274 M Bauer - -F W WL m F.K. SO.Of 8 10, d 16 P.E.#58'105 MTS 1 1 757 IV CODE PANEL TYPES CODE PANEL TYPES -CONFIGURATION NOTES: 1,MAXIMUM DAYLIGHT OPENING OF THE ADJACENT 48"NOMINAL R.H LOCKSTILE FIXED L.H. WIDTH PANEL TYPES IS 44 1/8'. A INTiRLOCK R LOCKSTILE INTERLOCK 2.MAX.DLO HEIGHT=913/4" R.H. R.H. FIXED STANDARD B INTERLOCK INTERLOCK s LOCKSTILE ASTRAGAL 3,DOOR CONFIGURATIONS INCLUDE BY-PASS,POCKET AND ANY COMINATION THEREOF(LIMITED TO EIGHT PANELS AND SEVEN TRACK FRAMES)FRAMES OVER 3-TRACKS ARE MADE UP OF R.H. REVERSEFIXED THE APPROVED FRAME COMPONENTS SHOWN ON SHEETS 11 C INTERLOCK ASTRAGAL T ARITYRARSEAL LOCKSTILE AND 12 OF THIS NOA, D INTERLOCK u R LOCKSTILE EXAMPLE MAXIMUM CONFIGURATIONS: LOCKSTILE ASTRAGAL A EIGHT PANELS ON FOUR TRACKS(CENTER MEET) R.H. AL A. PANELS ON FIVE TRACKS(BY-PASS) L.H. R.H, FIX TRACKS IN EXCESS OF THOSE REQUIRED FOR STRUCTURAL E INTERLOCK INTERLOCK V LOCEPFIXED STILE LOCKSTILE DOOR PANELS MAY BE USED FOR SCREENS. L.H. L.H. DOUBLEN ARD F INTERLOCK INTERLOCK w INTERLOCK D=4: RITRRAGAL FIXED G LOCKSTILE INDOUBLETERLOCK y LOCKSTILE DOUBLE INTERLOCK R.H. L.H. H INTERLOCK INTERLOCK Z LOCKSTILE LOCKSTILE MODUC r REVISM DOUBLE DOUBLE FIXED INTERLOCKINTERLOCK LOCKSTILE INTERLOCK YR Ej==:f—= LOCKSTILE ASTSTR NAGARLD GR INTERLODOUBLE CK LOCKSTILE L.H. REVERSE K INTERLOCK LOCKSTILE LR ASTRAGAL I R.H.INTERLOCK L.H. STANDARD R DOUBLE ASTRAGAL L INTERLOCK L WR 'ADFRADARAF INTERLOCK LOCKSTILE L.H DOUBLE R.H. m INTERLOCK Ds INTERLOCK INTERLOCK STANDARD -L.H, L.H DOUBLE LYNN 4 EN ASTRAGAL -�"1� INTERLOCK SD IN*RLOCK INTERLOCK V. R.H. FIXED No.68705 P INTERLOCK LOCKSTILE F.K. lam? t No CHANGE THis SHEET —1 MAAJEL 7YPES 5rT .7 .jl 5 AT. I*• •Zw J.J. I xii Aroc~ETHissHEEr NaKoma FL 76 Ir ....... LK 6 iv NO CHANGE is IR9 ALUM.SLIDING GLASS DOOR,NONIMPACT_ to At- 34274 'Ay .y E. Aw wsibly Better — — wvm A.L At F�UKr J.J. 8002600 I WSJ 3 . 16 ja 757 P.E.0 58705 44 1/8"MAX.DAYLIGHT OPENING FOR 48"NOMINAL,ALL CONFIGURATIONS / 75 r 314" MAX. U ff ff jf �f DAYLIGHT MAX, HT.80" 0 / / OPENING HT. a � a 48"NOM.MAX.PANEL WIDTH I ►! 48"NOM.MAX.PANEL WIDTH ►� -P-XXp pXXXO or OXXX NOTES: 1.SEE SHEET 3 FOR PANEL TYPES, ---•- 2.DLO WIDTH=NOMINAL WIDTH-3 7/8" 3.DLO HEIGHT=DOOR HEIGHT-4114" DLO OLO J WIDTH ►aoouCtRevl9su au-pplq b the ince* hawos Code ee�ap<..tervols o6o5.la 48'NOM.MAX.PANEL WIDTH 48"NOM.MAX.PANEL WIDTH O _0 OXXO or XXXX 0 a 913X' 98' MAX MAX. DAYLIGHT HT HT. OPENING 98" �. 39" MAX. MAX. T. TYyP. HT. Nl L �L xl"y 4YNN 48"NOM.MAX.PANEL WIDTH —i'• —=i 48"NOM.MAX.PANEL WIDTHS ;.'��ct NSE'•.Fp % Xp or p OX or XO pXXXO or OXXXD No.5n705 �u FX IMUT L OCHKNGETHt38ttEEf - TE f0707ECFfNGL08YDRNE OUT— ALUM. EXAMPLEELEVATIONS �;,�.�y,,��n �vP...,��•c; J.J. IWIVII M O aANGETH188HEEr NWCQMf3,RJlP76 -- I-T 118116 N NGCNANGEm188HEET P.a RQX 16� SLIDING GLASS DOOR,NON-IMPACT_ p,,, o",� NoxoMrs,Ra+2rr vatbty8arm somsoo NTS 4 a 76 - 757 N A.�REX 6 ioS�pz FK 08J09I04 J.J. 040TAJB 212r Lj ;21 (5 tt TRACK HEAD & SILL SHO 216 (5 TRACK HEAD & SILL SHO 16 1 74 74 215 217 215 217 z 5? EXAMPLE MULTI-PART EXTERIOR FRAME EXAMPLE MULTI-PART INTERIOR FRAME 0 7? 71 71 1-2 76 76 EXT. INT. EXT. INT. EXT- INT. 941/4° PRODUCrREVISED MAX. MAX, a ftwpb*Wilk As wlmw hwAdbs Cad# HEIGHT DLO ALL ALL CO FIG. CONFIG, C, NOTE:ITEM 74, n INTERIOR SILL IS NOTAPPROVED 77 WHERE WATER EXT IORINFILTRATION IS 70 EXTERIOR REOUIRED. 77 70 0 1-T 0 8 2 1/2' 77 3/4' mo 74 s\StittLy NOTE: MAX.DP W/1314" " SILL +35.3 PSF VERTICAL SECT. 72 VERTICAL SECT, 72 VERTICAL SECT, L(�D . .1 Wo.58705 STANDARD SILL EXTENDED SILL INTERIOR SILL LU F.K. famR? L NOCHANGETHISSNEET VERTICAL SECTIONS C) ATr, Ali Er. la R-d I J.J. la';Nll 'M NO CIANSEwssNEEr FL 31276 R-Y-dar ALUM SLIDING GLASS DOOR NON-IMPACT -'�9/ONAU Lm. SNEEr PIOLBOXIM ftbw� '!�lb &—w. Nocowl FL U274 V&l*Brtwr F.K. SGD2W 767 %705 SECT.A-A SECT.H-H SECT.E-E— - — -. — — 4—\ INTERIOR 0 0 0 (ALL SECTIONS) EXTERIOR SECT.F-F✓ SECT.G-G SINGLE/SINGLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 2, SHT. 2 DESIGN PRESSURES) 69 46 24 OR X 46 1 OR 101 X x 6 X- OR 0 x FOR mouccrREV'sorda SECT. A—A tos OR 6 OR MOVABLE INTERLOCK SECT. G—G AT P—HOOK SECT. F—F LOCKSTILE AT ASTRAGAL MOVABLE SINGLE/SINGLE INTERLOCK 76 AND 77 6 OR X OR D 1 OR 101 Wic 0 0 0 AND jjk6 ZOR 0 0 AIR SPACER, ONLY WITH TYP,ALL SECTIONS USED 0 X x FIXED PANEL, 78 73 78 73 46 SECT. H—H EN FIXED TQ MOVABLE SINGLE/SINGLE INTERLOCK SECT. E— No.5R705 LOCKSTILE AT JAMB -U(s ..* J3... -F R '�o rSITr o 16 RK L NO CHANOETHIS SHEET - I I\A' P.ww. HORIZONTAL SECTIONS, TABLE 2-DPS T/ Ji. WWII M_NO CHANGE THISSHEET FaL o NAX. ALUM.SLIDING GLASS DOOR,NON-IMPACT Imill, LA 67815 N NO CHANCIE THIS SHEET Ab"kft f— D—W. -w 5�w '. =%. ­4� A.LYNN MILLER,P.E. F.K. vogmwm J.J. 04=m SGD2500 1*1112 1�7 116 10 757 N P.5450705 SECT.A-Ay SECT.J-j SECT.E-E —f — I 0 INTERIOR .0 o (ALL SECTIONS) 7 I EXTERIOR SECT.1.1 SECT,G-G SINGLE/DOUBLE INTERLOCK EXAMPLE FULL REINFORCEMENT (TABLE 3, SHT. 2 DESIGN PRESSURES) ss 24 OR 121 46 6 OR8 46 45 x OR CO OR 8 OR OR X 6 OR 8 X OR x X SECT. A— MOVABLE INTERLOCK0 OR 1134 SECT. G— q, , u" AT P—HOOK SECT. 1-1 LOCKSTILE AT ASTRAGAL MOVABLE SINGLE/DOUBLE INTERLOCK 76 AND 77 106OR6 46 X OR 0 0 OR 101 O 6 O 45 USED ONLY WITH FIXED IPANEL, 73 Z x 78 - 134 ORO SECT. J—J SECT. E— N0.58705 FIXED TO MOVABLE SINGLEZSINGLE INTERLOCK LOCKSTILE AT JAMB 0 U-ST L NOCHMOEMS F.K. lawa""7 DRIM lm"qft mumm HORIZONTAL SECTIONS,TABLE 3-DPS F—dAV, Hroly♦ 276 NO THISSNEV 10707% J'A NO k%Ft 14 L.M. MOCHMOMISSHEEr —MIM— ALUM. &—BY j'%'bj' fbWhdt — MILLER,P.E. 112 -LYMM —K 04vm SOD25M I r8 16 757 x.{ A. A REAS6705 - SLIDING GLASS DOOR,NON-IMPACT" F. (FIXED PANEL CLIP(TOP)INSTALLED ON CH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME HEAD (2)FIXED PANEL BRACKETS INSTALLED A\ :ON EACH FIXED PANEL TO ATTACH FIXEDINSTALL W!#10x1"SMS 4PANEL TO FRAME JAMB ( ) 1/ E-INSTALL#10x 314" ANEL SCREWS(2) 78 63 1/4 77 INSTALL W! 32" �. INSTALL Wt#10x1"SMS{4} #10x1" SMS(2) / RE-INSTALL 1/4-20 `7�PANEL SCREW(1) „.y 1, X (1)FIXED PANEL CLIP(BOTTOM)INSTALLED ON EACH FIXED PANEL AT THE INTERLOCK POSITION TO ATTACH FIXED PANEL TO FRAME SILL rawwrREVIIIID „v„ „X» FIXED PANELS x a r c«ur (1)TRACK CLIP ASSEMBLY INSTALLED ON EACH ACTIVE PANEL AT THE INTERKOCK POSITION TO SECURE THE ACTIVE PANEL TO ITS RESPECTIVE SILL TRACK \ 66 a f 8 � f tti jj 67 68 \\��;I�ONV LYNN •• L1GENgF ..th,.� � k No,60705 ��~ OPERABLE PANELS EIEF,,7 L CNANREmtsaNEEr IwoTECHNDr.OGYDWVE TRACK CLIP&FIXED CLIPS INSTALLATION ;T�•,. Mr i CORID P.•'' \ M ocNgNGEmrssNEET xoxaBs•a 7s __`�� ALUM.SLIDING GLASS DDDR,NON-IMPACT �"/,'Z'O�NAI.�f N ND CHANGE SBNEET s oftft a r1: swa nwra+d +. AL4&Mlitl#�A.'I .tom. NOKOW,tL 3}87+ U<rfb¢Batter Gom 112 9 • 16 767 N P.EJJ68705 J.J. (µnave fM4 PART#DESCRIPTION PGT# 11351 JPART#DESCRIPTION PGT# 1 708 LOCKSTILRMONOLITHIC 69362 62 1522 COLONIALINTERSECTION 41630 2 LATCH ASSEMBLY(LOCK) 7LOCK 63 1124 APPLIED COLONIAL MUNTIN 66631 3 LATCHIASSI3vIBLY UMM 7DUMY 64 11240 1/16X 1 PLATBAR 6M6T52 4 #10-32 X 1.25 PH.FL.MS(LATCH) 71114K 66 754 TRACK CLIP GUIDE 41754B/W 6 705 INTERLOCK STD.,MONOLITHIC 69409 67 756 TRACK CLIP COYER 6756B/W 7 1119 #10 X.750 PH.PN.SMS-S.S. 7S 134X 68 #6 X 3/8 PP SMS 18.8 SS 76X38PPAX 8 1/4-20 X 1.125 PH.IPN,MS 71420X1 IBPPMSX 69 740 HOOKSTRIP(P-HOOK) 63713 9 1209 W STP,.187 X 320-FILE 6FELTK 70 722A HIGH-RISE TRACK ADAPTER 69371 11 706 TOP RA14 MONOLITHIC 68172 71 702 2-TRACK HEAD 68179 12 1281 W STP,.187 X.290 FIN SEAL 61281W 72 1703B 2-TRACK EXTERIOR SILL 6703B 13 725B TOPPANE.GUIDE 41801 73 704 2-TRACKJAMB 68180 k2l 707C BOTTOM RAIL,MONOLITHIC 68173 74 637 2-TRACK INTERIOR SILL 68275 726 BOTTOM PANEL GUIDE 41802 76 717 FIXED PANEL CLIP TOP 7LA 13A 661 SLNGLEROLLERASSY 7SRAZ 77 717E FIXED PANEL CLIP BOTTOM 7717FPCA 661 SINGLEROLLER.ASSY.-S.S. 7SRAX 78 646 FIXED PANEL BRACKET 41814 683 TANDEM ROLLER.ASSY. 7683Z 90 1136 #6 X 1/2 PP SMS 76XI2A 683 TANDEM ROLLER ASSY.-S.S. 7683SS 101 736 LOCKS=LG.GLASS 60392 23 1609 ASTRAGAL,MONOLITHIC 68315 106 735 INTERLOCK STD. IO.GLASS 60393 24 1720 JASTRAGAL MONOLITHIC 69492 111 618 TOP RAIL I.G GLASS 69088 26 653 LATCHKEEPER ?SDKEE P 115 619 BOTTOM RAIL I.G.GLASS 69089 27 1653 1LATCEIKEEPER-S.S. 7SDKEEFX 121 737 ASTRAGAL I.G.GLASS 60394 28 1 1#8X.312PH.IR.SMS 78X56A 130 5/8"I.G.GLASS;3116'TEMPERED 29 729 1JAMB BUMPER 72087K 1/4"SPACE 3/16"TEMPERED raoo ,.N dw aee� *a�tMlYifMs 30 #6X.375 PH.PN. SMS 76X38PPA+ 131 1006 GLAZINGVfl4n-INSULATED GLASS 658GLK 31 663/664 BUMPER.SHIM .0300R.060 41831 134 745 DOUBLE INTERLOCK(STD.),I.G.GLAS 60551 33 734 DOUBLE IN ITRLOCK(SM.),MONO. 69494 201 629 1-TRACK HEAD POCKET DOOR 68176 `- 36 1007 GLAZING VINYL-3/16 6T304 202 628 1-TRACK JAMB POCKET DOOR 6628 D 37 GLAZING VINYL-1/4 614GLK 203 666 OPT,SCREEN RAIL POCKET DOOR 61394 39 1 3/16"TEMPERED GLASS 204 627 1-TRACKS EXT,POCKET DOOR 68178M 40 1 114"TEMPERED GLASS 208 631 3-TRACKHEAD 68182 42 1645 ADD�ON STILE OXO ONL 69112 209 632 3-TRACK JAMB 68183 45 1755 1/2 X 15/8 REQ.-ALUM 6755M 210 633 3-TRACK SILL EXT.W/SCREEN RAIL 68184M 46 11214 1/2X 11/4 RE[NF.-ALUM. 61214M 49 749 REINFORCEMENT SPRING CLIP 7BRKTM25 211 613 ADD-ON TRACK HEAD 68187 51 1040 MORTICELOCK(DEAD LATCH) 71040 212 614 ADD-ONACK FOR 68185 52 10402 MORTICELOCK FADLATCH)S.S. 71040X 213 617 2-TRACKFAMEJAMB AM-ON 68189 53 CYLINDER/HOUSINGASSY ORTIC 70288K 214 615 ADD-ON TR ADD-ON 68190M 54 1016 08 X.625 PH.FL.SMS 7858ZA 215 6l6 ADD-ON TRACK W/SCREEN FOR SILL 68190M 55 657 BACKING PLATE ORTIC 4183ON 216 634 ADD-ONIEAD 68186 1�1'irrr 56 1045 MORTICEHANDLESET 71045 217 635 ADD-ON SILL 68191M .`'� OXY LYNN e 57 COV RPLATE 7Vf43 218 638 IOW-RISE2-TRACK S ECrERIOR 68952M `��' '•. P 58 1659 MORTICELATCHKEEPER 7SDSP5X1 220 636 11-TRACKS INTERIOR 68274M Na nms 60 11239 3/16"APPUEDMUN 1N 68421 222 671 LOW-RISE I.TRACK S111,EXTERIOR 60803M 611 1 5 COLONIALENDPIECE 42628 225 732 HIGH-RISETRACKADAPTER 683I3M 730n: r:o7wool" Dow js:•��` F.K fWatlf L O OE 9NEET , R w� YOM?VCHNOLOOYORNE_— SLIDING� �it�`� ..AOR..... P T PARTS LIS rL ' 1 oft, Fl�m cwwoemrssNEEr NarcoMr�rssf2fa W ALUM.SLID_ LASS DOOR,NON-IMPACT '�101V1 L St, LrN• NrNfC N NOC E HE NOKOMlfi91?f4 Ylrlbl Better sonssao NTS p O.B 1R]Y �� are rl 11111 � o.r• y 0 v 16 767 N A.LYp EA 587 5 P.E. F.K. 05r 8M J.J. "WM 2.437 -�� �} -' 2.310 ---�{ f- 2.310 ---►� f '- 2.310 i 1.032 1.45 .890 1--- 082 .003 062 'i- 1818 083 1818 p93 J07 MAT'L�606 LE T6 I.G. INTERLOCK 1.376 1.375 .062 #736 MATL: 6063-T6 .I-- � JO #735 }i 1'038 yam- -x{5001•- I.G. DOUBLE INTERLOCK STD. DOUBLE INTERLOCK 2.437 -►js I.G. TOP RAIL TOP RAIL MATL:6063-T6 MAT'L: 6063-T6 �MAT� 6 6063-T5 MAT'L: 6063-T5 134 #745 s3 #734 oe2 1.032 �-- 2.3107 .310 -•-�•I 11? 61$ T- 462 j JJ STD. LOCKING STILE 1'tL�=.093 ( MAT'L: 6063-T6 #708 STD. INTERLOCK -«{ 1.038 MATL: 6063-T6 Imo- 2.562 2.682 -*-I #705 .062 .062 1.096 1.676 1.096 1.575 2.438 2,438 1 i Ld 2.845 2.845 ...�sst��� ra000crraey= ---1 .890 1- --1 .890 125 .126 � rsol�tMrAft I.G. BOTTOM RAIL BOTTOM RAIL 1-- � ip /a MATL 6063-T6 MAT'L: 6063-T5 J i #619 15 #707 MAT'LSTRAGAL H.D.6063-T6 MAT'L:S6063A T6 12J #737 23 #720 �- .600 - 0l- O O o O 1.611 1.260 1.7 �-� ,, � 64 --r 1.004 F•-- 1.7sa � 1.000 45 REINFORCEMENT 46 REINFORCEMENT + MATL: 6063-T6 MAT': 6063-T6 2.000 0 1.750#755 #121 �lttrr U 126 .125 ����aaY LYNN 4t OTE: ITEMS 45 AND 46 LENGTH = PANEL HT. - 4 1/4° y,��;''4}GEtJSF'••eF�rf� 77 FIXED PANEL CLIP, BOTTOM _ 'f; = ; MATL: 6063-T6 FIXED PANEL CLIP, TOP No.Gti7os #7178 76 MATL#76063-T6 A.K. Spzpr:l L NtJClNNGE7ttt8SNEE7 17 0 . S ATC It EXTRUS/ONS,PANELS : �'••FLOHt4 .••'���` DRIM �J. �-IIIVIIM OCNANOETNI9SNEEY Ww }d�rro�[i MrB R& a "','Sf70*...."��ALUM.SLIDING GLASS DOOR,NON-IMPACTNALNO CHANGE 7HII88NEEr P. . envie pwv�n x,r. �� P.EA.LYNN Mt4�K,P.E. RK A& J.J. PO/O7NB 30O2dOD N7"S11 +�18 757 N P.E.N 68705 3.624 n 1,000 2.500 T1.687 REF.ANCHOR HOLES 2 — TRACK HEAD 70 HI—RISE TRACK ADAPTER MAT'L: 6063—T6 MAT'L: 6063—T5 #702 #722A 3.500 687 2.370 T 1.694 REF. V.060 r _0 ANCHOR HOLES 1 1.01073 1 2 — TRACK JAMB HOOKSTRIP MAT'L: 6063—T6 MAT'L: 6063—T5 #704 #740 1.687 REF. ANCHOR052 pooDucrRevisgo HOLES ..P"Wkkdwnuw —T b".0s coft 11.760 .600 .750 u u 26 OPTIONAL SCREEN _ 4.676 RAIL, POCKET MAT'L: 6063—T5 72 2 — TRACK EXTERIOR SILL #666 MAT'L: 6063—T6 #703B .550 1.687 REF. ANCHOR HOLES 1,760 . 5 r I .602 iiullitli HI—RISE TRACK ADAPTER Q%'j LYNV 41-1 1/' 3.798 . ......... MAT'L; 6063—T5 - i�VCENs 74 #732 2 TRACK INTERIOR SILL z: N0,58705 MAT'L: 5063—T6 #637 r Ala ZiiRUS FZ 142"7 L "MOVE MMS 201.204204,f-MCKFPAME IONS,FRAME Rood Ur. lom WCHNOLOOYDR[Wff J.J. 101INII#M�NO Ct"VOE THIS SHEET NOKOWa FL 34276 ALUM.SLIDING GLA DOOR, CT r. &2&f6 N SOX 162N NO CMNGS THIS SHEET )oil N T---TR�— k M P.E. fm Virlb&Bomr F 0 J'j. ,0402M SOD25M NTS 16 757 WN PEN 68706 ADDED FRAME COMPONENTS I.�...-._ 6.216 ._.�_'! ��-�----- 4.01e ----j� 1 I�.� 3.002 ----•j I-•- 1.800 � 1.Oa0 .750 750 .960 1.000 1.000 U 7 F .062 "3#+- _T T - {I+- .082 .062 ►{� T T '062 -�{{-�- ADD-ON TRACK, 21 t ADD-ONMATT:TRACKHEADD 212 FOR FRAME 6063 T6D 216 MAT L:06063-T6 208 3 - TRACK HEAD MAT'L:#66363-T6 #613 #614 #634 .062 .062 � .aao � ►-- .887 687 .062 3.187 --�-�T .626 5.094 -=i 2 - TRACK FRAME, 2.394 ----I 209 3 -FTRACK JAMB 213 MATT: 6063-T6 2x2 1 EXTERIOR IW/ LOW ADD-ON SE MAT L: 6323-T6 #617 # MAT'L:#66763-T6 MODUCrREV1810 o6z 062 _T 1.250 1.250 .062 440 -� A o /d 682 ___S 562 L�1.JL y .562 6.184 5.682 3.988 -►{ 210 3 -W/ACSCREEN EXTERAILRIOR 214 3 MAT'LTRACK 6063 -ADD-OT6 SILL 218 2 EXTERIOR IW/ ADD-ONISE MAT'L:#6333-T6 #615 MAT'L:#6063-T6 638 .062 .062 J .062 e .082 .b62 Lr�_�_==�c_U� .562 .582 .. .562 -111 lift- I _F f-'- 2.448 f-'- 1.644 �� 3.798 2204. t LYNN ADD-ON 2 -TRACK SILL, 215 SCREENFORRACK FRAME SILL 217 1 -TRACK ADD-ON SILL 118 INTERIOR W/ ADD-ON 220 INTERIOR W/ ADD-ON = ` No.58705 MATL: 6063--T6 MAT L: 6063-T6 MAT'L: 6063-T6 MAT L: 6063-T6 #616 #635 #637 #636 Woww . tX' r� (CONTINUED) S-r Mm? L NGCHWGE7wa i0)OTECHNOLOGYDRNE ET EXTRUSIONS,FRAME CONTINUED ���' Rw i CQRIDP.•'G\ �� J.J. IWVVII M CHANGE THIS SHEET N0.YOM79.FL3#276 °A F K r= NGPKG0.MBIS?f(L782G - saoz600 NTS r ' 'S/ N AE S LMS4M6 N HANGEHSHEET ALUM.SLIDING©1456 DOOR NON-IMPACT N1 ,"' N 3#274 Vr16{Y R.11- fbAkAtdA.11P.E.. 13 ib. o 4 P,E n aeTos HEAD&SILL ANCHOR CLUSTERS-JAMB&P-HOOK ANCHOR QUANTITIES TABLE 4- NOTES: — .F DP TABLE REF.> SHEET 2,TA SHE LE 1. SHEET 2,TABLE 2. T S.TAKn. 1.ANCHOR TYPES: GLASS TYPE> B.0 OR a BIC OR D C OR D 1)1/4"ELCO ULTRACON 2)1/4-ELCO SS4 CRETE-FLEX 3)#12 STEEL SCREW(G5) INTERLOCK&> SS N SSIR sDR2.GLASS TYPES: B-3/16"TEMPERED C-1/4"TEMPERED D-518"TEMPERED I.G. REINFORCEMENT HEAD& HEAD& HEAD& ANCHORTVP—E SILL JAMB P-HOOK SILL JAMB P-HOOK SILL JAMB P-HOOK 3,INTERLOCK AND REINFORCEMENT KEY: SUBSTRATE-� CLUSTER CLUSTER CLUSTER SSN-SINGLE/SINGLE WITH NO REINFORCEMENT. 13 a 0 SSR-SINGLE/SINGLE WITH FULL REINFORCEMENT. NOM. 0 SDR SINGLEIDOUBLE WITH FULL REINFORCEMENT. PANEL UNIT k § I § I I �11 6 11 1 6 8 4.ANCHOR QUANTITIES BASED ON THE FOLLOWING SPACING: WIDTH x HT. eq : a - :� 2 a a ,x a a , a a ej C4 24730 x 80.0D0 06 CO I C61 a 8 a 61 4 08 ce c 81 81 8 41 5 4 C8 C8 C6 8 81 8 5 JAMBS AND P-H OKS SPACING-6"MAX.FROM CORNERS AND 28"MAX.D.C. $4.000 C6 0 8 4 6 4 C6 Ca a 8 0-6-5- ce u# Y 4` 'C9 5§ 6- V, 90.ODO 4_._4 HEAD AND SILL SPACING-6"MAX,FROM CORNERS AND 22 5116"MAX.D.C. "w"W_;f,U6 bg i5d 19F'W''16 06.000 C4 8­6­6" 4 4""Tt6d 5t*i5d I U — 4 CO 30.000 x 80.000 CO 6 Clil _R a 6 5 _4 C6 C6 uo 8 8 6 6 10 10 -5 6. INSTALL PER ANCHOR QUANTITIES OF TABLE 4,USING THE DIMENSIONAL --Y 4­4­ 'd-d be-dd -f-d-_f­#_ 10 6 CRITERIA OF NOTE 4. HEAD AND SILL CLUSTER ANCHORS ARE REQUIRED AT 84.OW V# a 8 00.000 i56 C C4 -6T da C856 W"6 9' ASTRAGAL AND INTERLOCK LOCATIONS OF THEIR RESPECTIVE TRACK '62 if-d'T­6­'W 'T_4�MEN% '­1­1610­67_67-9' SECTIONS. SEE SHEET 10 FOR POTENTIAL ANCHOR LOCATIONS WITHIN HEAD, C6 CO 06 C6 8 8 8 5 10 10 SILL AND JAMB TRACK SECTIONS. 5�AA- .8""r mg 16 MAX 000 ­rl 1.9­T 8.. 00wo 1 1"47-4, ANCHOR Tom -0 'r.I -66 IRS-vi il- 6 luJ6 IrT.-N.-T ge derd 66 bw"T"T 42-.000 x 80.000 C6 CO 4 a a 5 5 C6 Ca 1010 IR LOCATION. MAX, by#U"Id, pi[gg- 84.000 '64 1-7", '41,ad'UT,64 T t TYP. 90.000 _fi alu 9flomomo 64,64;p ...... 48,000 x 80.000 — ASTRAGAL OR pmoDucrREVWA 1—1-1 Ri ---...- 1. 6 a 04 C4 u# 10 5 INTERLOCK, mn C a 8 ­ W It -0 A. (4)ANCHOR CLUSTER- 0 84.000 -4.Ulaf8. 8 a 'y'66 ca TYP. A 90.0moo Cd dw �8- 5 C4 10 10 10 1-6 .4. _f b6 9 Im 64 -4r, '6�-W.—A 6.ODO 5 1�*i�fd b6 'a, 0 10 16"MAX C C C C cot C C6 CB a 4 �4 C C4 q4 r5 i I 54 C­ 1 4 C4 C4 C4 4 i,2 ANCHOR LOCATIONS, Ad TYP.,(2)PER HEAD&SILL MAX. p —48"NOM.— 48"NOM. —4a'NOM.——48-NOM.. I 11/16"MIN.O.C.TYP. ANCHOR/- 0 EXAMPLE SO-MLOCATION, ANCHOR 128"MAX. HEAD&SILL-6"TN MAX.FROM (6)A CLUSTER-C8 T­ MIN.(2) I PER AT LOCATION, D.C. CORNERS,22 5/16"MAX.O.C.AND CO 96" 28"MAX. 2-TRACK a rr TYP.,(1)- AT EACH ASTRAGAL OR INTERLOCK. 16"MAX. MAX, O.C. JAMBS.SEE 0 0 PER AT JAMBS&P-HOOKS=6"MAX.FROM a" 4 SHT.16 FOR P-HOOK CORNERS AND 28"MAX,D.C. MAX. MULTI- & 0 TOTAL AT HEAD=30 ANCHORS TRACKS APPLICATION sn TOTAL AT SILL=30 ANCHORS < a. TOTAL AT JAMB=8 ANCHORS TOTAL AT P-HOOK= 5 ANCHORS 3"MIN. 6"MAX. — 0 ANCHOR CLUSTER-C8 98- ic MAX. 10"MAX.O.C, *H A . 68705 48'NOM MAX. HEAD/SILL CLUSTER LOCATION TYP. MAX. EE C4,CS OR C8 CLUSTER DETAILS FOUR PANEL DOOR ANCHORAGE LAYOUT EXAMPLE CLUSTER DETAILS A w Jnr F.K. JGM? t DP-HOOKMAX SPACM&"8MMUMI-MACKNOM I=-ft. GE SPACING J.J. 107 wff =m vo CWOE THIS SHEET NOWMA FL 3W6 pwww. 31 ALUM.SLIDING GLASS DOOR,NON-IMPACT LA 006 1 N "QHANf;EANCH0RrYPElr0uLmc0NNacou�a6 FL 9/27 1/islb)y Better Af A.LY..WIER,P.E. &r.ow lob~ aw SGD2500 Nn 14 16 757 REA 687m F.K. 0"aw 1318"MIN. CONCRETE ANCHOR 3.4 KSI MIN. CONC. & I-MIN.E.D..TYP.(2) & (SEE NOTE 1) 1 31W4-MIN. (2 1/2'FOR 11.6877 2x WOOD T L X (EXTERIOR) O.C]:i_ WCRETEFLEX),TYP.(2) (SEE NOTE 2) ALUMINUM MULL ANCHORAGE I*MIN.E.D.,,& APPLICABLE TO HEAD OR JAMBS TYP.(2) WOOD ANCHOR (SEE NOTE 1) NOTE 1, 13/8" 118 AL.MIN. 1,594 1 1x WOOD BUCK MIN, (EXTERIOR) 6083T5 _T D.C. (SEE NOTE 2) 6871 (EXTERIOR) I. _ 114.MAX,SHIM 114"MAX SHIM I #12 SMS 2x WOOD R) 1. 87 1 D.C. WOOD ANCHOR 1r4°MAX SHIM (SEE NOTE 2) DETAIL-C DETAIL-D (SEE NOTE 1) DETAIL-J (EXTERIOR) 'DETAIL F V NOTES: TYPICAL FRAME HEAD INSTALLATION z�;, 1.FOR CONCRETE IN5TALLATIONS:IN,MIAMI-DADE,COUNT-Y-.,-USE ONLY��MIAMI-'DADE:COUNT-YAPPROVEDFECCO-'f/��.�,'UL-TfigC6N bR�:114' ETE F— _fANd 6- -i-ZO4�--(i'I'i2�'FOR'CRr=TeFLEXOR RETE-F EMBEDDED 1 314"MIN; THE M1 IMUM DIS SEE-'hOTE 1. ff Fk6vCE 1ITW61F AWHOR'f -C6ff0RETE EDI30b: - iccMU); FOR WOOD.INSTALLATIONS USE#12,SdREWS OR,UC0_1t4_-SS --AKICkORS-EMBEDDED-1-318".MIN" 1.5 KSI MIN, CMU _A_CRFTE-FLIEb( i OR '. 2.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1112".WOOD BUCKS ".3.4 KSI MH CONC. DEPICTED AS 2x ARE 1112"THICK OR GREATER, INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. 3.FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MINIMUM OF 118"THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE DOOR FRAME SIMILAR TO THAT SHOWN IN DETAILS 8,0 AND F 1.594 3 C' ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM(SEE DETAIL J). - CONCRETE ANCHOR IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR#12 SCREWS SHOWN IN THIS NOA MAY BE USED (SEE NOTE 1) 3/4"MIN;h 4,IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK, (2 112*FOR NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL CRETEFLEXOR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE. IF SUBSTRATE IS WOOD, 1 x WOOD BUCK 30#FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY (SEE NOTES 2) (EXTERIOR) TYP.(2) THE AUTHORITY HAVING JURISDICTION. mwDvcrRcvjm 1/4'MAX "ftop DETAIL tvirb of Fibib 1.687 D.C. (SEE NOTE 6) hoWas o& A=IN Tyl-Al, AL--��7"F"-RA"M"E"-"jAMb'-f'NST LLATIONS WOOD ANCHOR ,ZZ� (SEE NOTE 1) X2 3.4 KSI MIN. CONC, 1 WOOD BUCK,(SEE NOTE 2) {EXTERIOR) 3/8"MIN. -k--- NOTE I. 11-MIN,E.D., I t NOTE 1. CONC.ANCHOR WOOD ANCHOR 1 318"MIN. TYP.(2)A 2x WOOD rtr,il-1�� (SEE NOTE I (SEE NOTE 1) DETAIL-13 (SEE NOTE 2) 2x WOOD CONC.ANCHOR ;.-Fi .1 1-5 (SEE NOTE 2) (SEE NOTE 1) 1 IW' 11/4" I"MiN. 1/4"MAX. MIN.F,D, (S MIN ED N_ - E.D NO EE NOTE 4) F-1 R:w_ 1.087 D.C. (EXTERIOR) .....i- NOTE i. (SILL) (SILL) 314"MIN.E.D.(2112• f A CONCRETE ANCHOR FOR CRETEFLEX).TYP.(2) (SEE NOTE 1) 3.4 KSI MIN. CONC. &4 LYNN (EXTERIOR) (EXTERIOR) (EXTERIOR) e, DETAIL-A DETAIL-G DETAIL-H DETAIL-I No.58705 TYPICAL FRAME SILL INSTALLATIONS TYPICAL POCKET P—HOOK INSTALLATION • WIAT115� FK ta=7 THISSHSET L NO 049M _.GE DETAILS By FL 76 _1j"I M NO OHANIIE 1HUMIET ALUM.SLIDING GLASS DOOR,NON-IMPACT CHANGEEDGEDJSTAtiCEPWMYEFUX&CMU,CHANGE LA Ro.actKfm VD WOOD EDGE 01STA E L a-BY. NOKOMIS,FL 34214 Vk1b&Bertcr SOD25W 15 r 16 767 A. 58705 F.K. DOW II611MIW .6. JAMB INTERIOR .0 7 6 5 4 3 2 1,59 MIN. ANCHOR LOCATION,TVP. 4 3 NOTES ON POTENTIAL ANCHOR LOCATIONS: 1.ANCHOR CLUSTER AND QUANTITY INFORMATION FROM TABLE 4, FTT 1 p 2 SHEET 14,APPLIES AS THE MINIMUM REQUIREMENT FOR ALL TRACK CONFIGURATIONS.ANCHORS MAY BE STAGGERED WITHIN TRACK SECTIONS EXCEPT THAT THE ASTRAGAL AND INTERLOCK CLUSTERS MUST BE LOCATED IN THE TRACK ON WHICH ASTRAGAL AND/OR INTRI-OCKS ARE POSITIONED WHEN THE DOOR(S)ARE IN THE CLOSED AND LOCKED POSTION, MINIMUM ON-CENTER FQ0oucritEv18cD DIMENSIONS FOR ANCHORS ARE 1.B9"AT HEAD AND SILL AND 1.69"FOR JAMBS. 2.EMBEDMENT AND EDGE DISTANCES SHOWN FOR 2 TRACK l 2 FRAMES ON SHEET 15 ARE ALSO APPLICABLE TO ALL MULTI- TRACK SECTIONS. JAMB EXTERIOR 3 4 5 HEAD SILL EXTERIOR HEAD/SILL INTERIOR 7 MIN.O. No.58705 REMOVE -1- 0 .. Igm, r L -TRACKFAWE 107EITUGHNOLVOYORNE, FRAME POTENTIAL ANCHOR LOCATIONS i.j. 1tvis/11 —M NO OtMWE THIS SHEET NOKOMIS,FL 34276 R.War. TW /t,10NAI.-Ool LA Ww"S 'N NO CHWIETHIS SHEET PA ALUM.SLIDING GLASS DOOR.NON-IMPACT /Ifillill", �ar. , 1--ly oft, N=4 FL 81274 Vjjjb6&uff —.vm 1�' X LYNN MILLER,RE, Fic Onam mzw 16 16 757 N RE.#56705 MIAMI-DADE MUM-DADE COUNTY W PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(7W315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) -*v-."Y.miamidq4t.1ov/economy_ PGT Industries,Inc. 1070 Technology Drive North Venice,FL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner,the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. 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 applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code,including the High Velocity Hurricane Zone. DESCRIPTION:tS:er:ke:L _ j1e_Mnng­W-inddiifa L M.1.1 APPROVAL DOCUMENT:Drawing No.M3-SI15500-01 titled"Single Hung Window Installation- LM",sheets I through 13 of 13,dated 05/15/15,with revision A dated 05/05/16,prepared by manufacturer, signed and seated 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 NTACTRATING-L ,§�!_e Resistant -=vim LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, modellseries, 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. 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#15-0519.05 and consists of this page I and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. RMIAMMADECOUNWMI I a Approval Date: August 18,2016 Page 1 PGT Industries,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 15-0519.05) 2. Drawing No. MD-SH5500-01 titled"Single Hung Window Installation - LM", sheets I through 13 of 13, dated 05/15/15, with revision A dated 05/05/16, 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,DurasealO spacer system, Super Spacere NXTTm spacer system and XL EdgeTm spacer system at insulated glass,prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-8717, FTL-8968 and FTL-8970, dated 11/16/15, 06/07/16 and 06/02/16 respectively,all signed and sealed by Idalmis Ortega,P.E. 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 a series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTI -7964,dated 11/15/14,signed and sealed by Idalmis Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) 3. 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 series 5500 PVC single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7966,dated 08/21/14,signed and sealed by Idahnis,Ortega,P.E. (Submitted under previous NOA No. 15-0519.05) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC_Slh Edition (2014),dated 05/15/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) Manu&pff-ez,o P�E- Product Control Exam 4er NOA No.1"72.03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-1 PGT Industries,Inc, NOTICEOF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS(coNTiNuED) 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS(CONTINUED) 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "ButaciteS PVB Glass Interlayer" dated 04/25/15,expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "SentryGlas@(Clear and White)Glass Interlayers"dated 06/25/15,expiring on 07/04/18. 3. Notice of Acceptance No. 12-1120.02 issued to Royal Window and Door Profiles, Plant 13 for their"White Rigid PVC Exterior Extrusions for Windows and Doors" dated 02/28/13, expiring on 02/28/18. 4. Notice of Acceptance No. 14-0529.13 issued to Royal Window and Door Profiles, Plant 13 for their`Bronze and Lighter Shades of Cap Coated Rigid PVC Exterior Extrusions for Windows and Doors" dated 04/16/15,expiring on 04/16/20. 5. Notice of Acceptance No. 14-0529.14 issued to Royal Window and Door Profiles, Plant 13 for their"Performance Core Rigid PVC Exterior.Extrusions for Windows and.Doors"dated 04/16/15,expiring on 04/16/20. F. STATEMENTS 1. Statement letter of conformance,complying with FBC-2010 and FBC-5th Edition (2014), dated May 15, 2015,issued by manufacturer,signed and scaled by Anthony Lynn Miller,P.E. (Submitted under previous NOA No. 15-0519.05) 2. Statement letter of no financial interest,dated May 15,2015,issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. (Submitted underprevious NOA No. 15-0519.05) 3. Proposal issued by Product Control,dated 6/26/14 and revised on 8/19/14,signed by Jaime Gascon,P.E. Supervisor,Product Control Section. 4. Proposal No. 16-0125 issued by the Product Control Section,dated March 09,2016, signed by Ishaq Chanda,P.E. G. OTHERS 1. Notice of Acceptance No. 15-0519.05,issued to PGT Industries for their Series "5500"PVC Single Hung Window-L.M.I."approved on 07/30/15 and expiring on 07/30120. Manuel Per_F- ei 0_ Product Control *am' er NOA No.163 4..03 Expiration Date: July 30,2020 Approval Date: August 18,2016 E-2 ANCHORAGE EXAMPLE FOR 28-1/8"MAX.O.G. f%'- "^- 21-5/8' - ANCHORAGE EXAMPLE DESIGN PRESSURE RATING IMPACT RATING RADIUS-TOP 64'MAX.BUCK WIDTH'- FOR ARCH-TOP MAX,O.C. NF-ADER{SIM.FOR ALL HEADER(SIM. • 12"MAX,FROM /'� �.. VARIES PER REINFORCEMENT LARGE&SMALL MlS91LE FOR ALL FRAME SEAM _•,,,{ 30' '�2'MAX• f j WINDOW TYPES) LEVEL,SEE SHEETS 8-7 IMPACT RESISTANT WINDOW TYPES) B,SEE _._ MAX,O.C. SHEET3;y �_ J1 52-U8"MAX.BUCK WIDTH B.SEE A sF-EI• 'y`I,, / 10"MAX.FROM 7 SEE SHEETS 1-114' .,,,,'._._. +-30"MAX.O.C. •.-! SHEET a+ FIXED VISIBLE 12° //// FRAME SEAM - t r SHEET3 '�'"-i 12'MAX. * +- p,ET 4 p LtOHT WIDTH 6HEE74 A,SEE 'j t2"MAX. ';;`:. 8,SEE,��._.�•.`30'MAX.O.Cr� r _ _ 6HEET3>� ' f FIXED ". ' SHEET3 �{--12`MAIX. 6HEE74C,SEE{ UALLY EQUALLY 17.7/�AX.D.C. 'J SPACED / LIGHT 17.7/8°MAX.O;G:; A,SEE 1,,,, SHEET 3 '_,L_yL / JSPACED /J/ ANCHORS PER ANCHTABORS&1R1 // �� TABLES 9.11 _ /HEIGHT _.L .:h; EQUALLY 17.7/8"MAX.O.C. / 4 'MAX.SETS" SPACED ANCHORS PER 64" 'A ;;.BUCK TABLES&11 / T 62" O BU 64" MAX. t �— ICK ,.HEIGHT (—`— MAX. HE HEIGHT X -77- 14 O.C, HIE BHT ^,� x /� 10°MAX.O,C. -.,c'� x 10"MAX.O,C. HEIGHT A6 SHOWN BUCK C.—.—._Z,!l._._._,_. f / MAX.) _._._ `;;Q / "1� .. >r 13-3/4"MAX,O.C. x .% t91.7S" EQUALLY / 13-314"MAX.O.G. EQUALLY t3.3Id"MAK;O.G. EQUALLY SPACED HORSPER •—T_ SPACED VISIBLE LIGHT __1_ ,-1 SPACED ANRS PER SEE j TABLE6 9-ti A ANTABLES 9 iR1 NEIGH? _ ARAB SHEETS C =Y A 8119 6.112"MAX. .,SjHe'", •6.1/2".MAX.j ,0.112"MAX, S _ NO ANC HORS AT SILL B 1;__JNO ANCHORS AT SIi.t :i'''�1 _ OA C 0 IL SEE SILL WEEP- c,, j;6EE SILL WEER D re--•—• 1.1/4° 54"MAX.BUCK WIDTH NOTCH DETAILS, SASH VISIBLE „�N07CH DE7Ail9, 8 y ► 64"MAX.BUCK WIDTH + NOTCH DETAILS, _SEE SILL WEER LIGHT WIDTH NOTCH DETAILS, SHEET3 r�,: - SHEET3 SHEET3 6HEE74 -'� ELEVATION FOR TYP.FLANGE FRAME ELEVATION FOR TYP,FIN OR J-CHANNEL FRAME ELEVATION FOR TYP.EQUAL LEG FRAME ELEVATit}N FOR TYP,FLANGE FRAiNE SHOWN WITH STANDARD COTTAGE CONFIG SHOWN WITH EQUAL-LITE CONFIGURATION SHURATION SHOWN WITH EQUAL-LITE CONFIGURATION OWN 1NITH ORIEL%PROVIEW CONFIGURATION FOR CUSTOM COTTAGE CONFIGURATION UP TO ANCHORED THROUGH THE NAIL-FIN 76•HEIGHT SEE TABLES 7-11 (SIMILAR ANCHOR DIMENSIONS FOR OTHER CONFIGURATIONS), GENERAL NOTES:SERIES 5500 IMPACT RESISTANT SINGLE HUNG WINDOW GENERAL NOTES............... 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). ELEVATIONS.................................1 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS.FOR INSULATED GLASS INSTALLATIONS ABOVE 30'IN THE HVHZ,THE OUTBOARD LITE(CAP)MUST TEMPERED. FRAME,GLASS&ANCHOR POR MASONRY APPLICATIONS IN MIAMI-DADE'COUNTY,USE ONLY MIAMI-DARE COUNTY APPROVED MASONRY ANCHORS,MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE.ASTM C90 OPTIONS.,..»....................._2 CONCRETE MASONRY UNITS AND CONCRETE WITH MIN,KSI PER ANCHOR TYPE, INSTALLATION,FLANGE& 4)ALL WOOD SUCKS LESS THAN 1-1/2'THICK ARE TO BE CONSIDERED IX INSTALLATIONS,1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE,WOOD BUCKS EQUAL LEGIBOX._..............3 DEPICTED AS 2X ARE 1.112"THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND SECURED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE,WOOD BUCK DESIGN INSTALLATION,INTEGRAL FIN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER,(EOR)OR ARCHITECT OF RECORD,(AOR). &J-CHANNEL.._..................4 5)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL DE BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH TO ACHIEVE REQUIRED MIN.EMBEDMENT.INSTALLATION ANCHORS GLAZING DETAILS,._....................5 SHOULD BE SEALED,OVERALL SEALING/FLASHINO STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. DESIGN PRESSURES...................6.7 6)1/4"MAX,SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. ANCHOR QUANTITIES.................8-10 7)DESIGN PRESSURES: EXTRUSION PROFILES................I I A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. STANDARDS USED: ASSEMBLY&PARTS LIST..........S.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE,STRUCTURAL&CYCLE TESTING AND GLASS PER ASTM E1300. 6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST THE WINDLOADS CORRESPONDING TO THE REQUIRED DESIGN PRESSURE,THE 33-1/3%STRESS INCREASE HAS •2014 FLORIDA BUILDING CODE(FBC),5TH EDITION NOT BEEN USED IN THE DESIGN OF THIS PRODUCT,THE 1.8 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT •ASTM E1300.09 WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION RESISTANCE. •ANSI/AF&PA NDS-2012 FOR WOOD CONSTRUCTION pRODUCTRSVISED 0)METAL SUBSTRATE TO MEET MIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENT FLORIDA BUILDING CODE AND TO BE REVIEWED OYTHE AUTHORITY HAVING JURISDICTION. •ALUMINUM DESIGN MANUAL,ADM-2010 ee oniplylag with tha Fla "10)REFERENCES:TEST REPORTS FTL-7964&7988;ELCO ULTRACON NOA;ELCO CRETEFLEX NOA;ELCO AGGRE-GATOR NOA;ROYAL WINDOW AND DOOR PROFILES,LTD WHITE&BRONZE/ •AISI-S10OA7/52-2010 Ba{{ LIGHTER SHADES OF CAP COATED PVC EXTRUSION NOA'S;NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION,ANSllAF&FA NDS 8 MINUM DESIGN MANUAL ALrooptnnC. ee No I6.0 14. 11)APPLICABLE EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. ,;' "f/�, RevleW Sr Date: Ravle/on: E±cplratton DNa USER INSTRUCTIONS. JR 05/05/16 A)ADDEDSPACERS By TO SHEET 11. ''I"�' Miumi ado Ptadac#Y.OotxoQ 1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT FROM ASCE T. � R°"IeOd Dr. DO*, RovIvIon: 2)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLES 2 OR 3 ACCORDING TO THE INSTALLATION CONDITIONS, .:� u 9)KNOWING YOUR GLAZING OPTION(TABLE 1),WINDOW CONFIGURATION AND SIZE,DETERMINE YOUR WINDOWS DESIGN PRESSURE FROM TABLES 4.8.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR THE WINDOW ® Oaaartpf/onr Drown 80 OPENING OBTAINED IN STEP 1, •. 1K j� GENERAL NOTES&ELEVATION J ROSOWSKI 4)DETERMINE THE ANCHOR QUANTITY FROM TABLES 9.11,VERIFY THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR OPENING'S CONDITION FROM TABLES 2 OR 3,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET-SET ARE MET, ,% 1070 TECHNOL00Y DRIVE 7ttt•: s�` data: S)INSTAILASPERSHEET3FORTHRll-FRAMEINSTALLATIONORSHEET4FORINTEGRALFININSTALLATiON. .,`,'i,r,5:i,�:•'�. �,', N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 NOTE:DESIGNPRESSURE RATING DETERMINATION ISTHE SAME PROCESS FOR ALL FRAME TYPES(J•CHANNEL,FLANGE, 'If•j,/'•�(':=E''• "�� - (941)-480-1600 S.HeefMad•i: Scab: Sheet; drowlnp No. Rev. INTEGRAL FIN OR EQUAL LEG/BOX). A LYp E,p 5g705,�'E' CERT. OF RUTH.(!29296 SH-5500 NTS 1 OF 13 MD-SH5500-01 A - o TABLE 1:ALLOWABLE GLASS TYFES Frame Glass Frame Frame Glees DesignPressuro Dosadptlan{Ueted from Exterior to interior) Tabls.#.&hootbeat# Types Options Contlga, Shapes Installation Options that maybe used r 5 718^LamlhataLl.G.:_118"A Extodor:Cap 71-78"_0!r Sgaca+5118•Laminpted;(2 (see Fig B) (see Table 1) (see Fig A) (ase Fip C) ..ILP°.. _ - - Utes of if8"A Glass with.084"PYB kttedayor 4;5. -6 - 6 71W Laminated I.G.:V8"T Exterior Cap+7/16•Air Space+6118'Laminated;(2)Utes of 118"A Glass with.080'PVB intadeyer 4,6 6 Equal-Ute, Square/RacL, into Co Wood CMU-Fromesheat etdp-attest 3,option 1 7 7/6"Laminated).G.:3116•A Exterior Clip 318"Air Space+6110'Laminated;(2)Utes of 1/8"A Glass with.034"PVB intedeyer 4,6 6 Flange 5-16 OriayPmview Aroh Top& Through the frame ....Into Concrete/CMU•sheet 3,option 2 Into Metal-sheat 'T B 710"Laminated 1.G.:3116'T Exterior Cap+318"Air Space+6118"Laminated;(2)Uac of 1/8'A class with.430'PVB Intedayer 4,6 6 ( &Cottage RadivaTaP or the window...... !rip Into Conorefe/CMU-sheat 3,option 3 #2) ....through 1XBuoka 8 7/8"Laminated I.G,:118"A Exterior Cap+7116"Air Space+6116"Laminated;(2)Liles of 1/0"H Glass with A30'SG lMedayer 7 7 3,FramafBuokt 4 10 718•Laminated I.Q.:1/e'T Exterior Cap+.71161 Air Space+6116•Laminated;(2)Line of 118"H Glass with 080"SG tnisdayer 7 7 Box! Equal-Ute, SquarslRact., ••••into 2X Wood CMU-sheet 3, -sheet 3,option 1 11 718"Laminated I.G 3116"A Exterior Cap+318'Air Space+6118"Laminated;(2)Utes of 1/0'H Glass Wih.080"SG Intadayer 7 7 Equal-Leg 6-16 Odel/ProMew Amh-ToP& Through the trema ....Into Concrete/CMU•sheet 9,option 2 12 718"Laminated I.G,:3/16•T Exterior Cap+318"A r Space+5116'Lsmineted:(2)Utes of I1 H 01096 with.000"SO Inadayar 7 7 (04) &Collage Radius Top of the Window...... ••,•through 1X Buckstdp Into Concrete/CMU-shoat 3,option 3 ....Into Metal-sheet 3,option 4 13 718"Laminated I.G.:1/8"A Exterior Cap+5110"Air Space+7116"Laminated; 2 Liles of 3116"A Glass with.000"6G Intedayer a 7 14 718"Laminated I.G,:118"T Exterior Cap+6110"Air Space+7118"Laminated;(2)Loss or 3116"A Glass with.OBD"SG Intedayer a 7 Through the Into 2X Woad Freme/Buckstrip-sheat 4,option 6 16 7/8"Laminated I.G,:3118"A Exlertar Cap+1/4"Air Specs+7116"Lemitretad:(2)Utes of 3116'A Glass with.OBO"SO tntedsyer T 7 J-Channel Equal-Lite, SquaWRect„Integral In...... ,,,,into Metal-sheet 4,option 7 #1 '6-8 OdellProvlew Aroh Tog& Into ZX Woad FramdBuoketri °heat 4,option 6 18 718"Laminated I.G.:3118"T ExtedorCap+114"Air Space+7/18'Laminated;(2y Uiee of 3/i8`A Glace with,OBD'SG Intedayer 7 7 ( ) &Cottage Radius-Top Through the hems •••• P Pl of the window...... ....Into Metal-sheet 4,option 8 TABLE 2:ALLOWABLE ANCHORS THROUGH THE FRAME GLASS TYPES 5,7,%11,13 Through the .,..into 2X Wood FremalSuckstrip-sheet 4,option 5 815 MAY NOT BE USED IN Equal-Uta, SquaralRect.,integral fin... ....into Metal-sheet 4,option 7 Group Anchor Substrate Min,Edge Min. integral Fin " THE HVHZABOVE 30'. 6-6 O&Cottage Arch Top& Distance Embedment" � (#3) 8 Cottage Rsdtua Top Through the Kama ••••Into 2X Wood FramalBuokstdp-shoal 4,option 8 ou em Pine(13-G=0.55) / 1 3/a" of the window...... •••.into Metal-°heat 4,option 8 910 SMS Steel,A36" 3/8" 0,05D" (Steel,18-6 S.S, 'MIN. D HE MEADS Or-010 S.S.) Steel Stud,A653 Gr.33` 318` 0.0451"{18 Ga.} BEYOND THE METAL FIGURE A:FRAME CONFIGORATIONS FIGURE B:FRAME TYPES ((p Aluminum,6063-T5" 318° OA50" SUBSTRATE.FOR 'A"-ANNEALED STEEL STUDS, °H" HEAT STRENGTHENED SouthernPigs(St3=0_55) 7118" _ 1.318'-_-_ -MIN.Fua45KS18 rj T =TEMPERED EOPVB 3116"steel Ultmoon )� Concrete(min.2.88:ksi) _ 1" 1 6"_ MIN.FY-33 KSI. // 2 p 4 p `PVB'_BY K RARA AMERICA, Ungrouted CMU,(ASTM C-BO) 2-1/2r. 1.114' f� BY KURARAY AMERICA,INC. FT P.T.Southern Pine(SG=0,55) 8/16" 1.318• uNGRouTED CMu• #12 SMS VALUES MAY BE �J/� SOX OR 'SG"-.DBD"SENTRYGIAS® Stas},A36' 3/a" 0.054 USED FOR GROUTED FLANGE EQUAL- INTERLAYER BY KURARAY B (steel,1"S.S. Steel Stud,A653 Gr.33' 318" 0.0461"(16 Ga.) CMU APPLICATIONS. LEG AMERICA,INC. or 410 S.S.) Aluminum,6063-T5' 3/a" 0.063" EQUAL-LITE ORIEL COTTAGE 114'steel Uitracon Concrete(min.2.85 ksl) 1" 1314" C Ungrouted CMU,{ASTMC-90) 2-1/2" 1-1/4" FIGUREC:FRAME SWWES 1/4'steel Cfetele% Concrete min.3.35 ksi 1" 1.314" - {BUCK WIDTH -r{BUCK WIDTH(i--+ BUCK WIDTH{ - 114"steel Uitracon Concrete(min.2.85 kat} 2-117 1.314" / 114"steel Ultracon P.T.Southam Pine(SG=0.65 1" 13/9" 1 3 p 1!4"steel CreteAex Concrete{min.3.36 keQ 2-112" 1-314" S2 ' r-ro' J-CHANNEL INTEGRAL D 114"steel CreteRex Ungrouted CMU,(ASTM C-90) 2-112" M2" FINP.T.Southern Pine(SG=0,65) �/tor Concrete(min,3.275 kat) 1-112" m %�tor P.T.Southern Pine S0=0.66 1Grouted CMU,(ASTM C-BO) ZRECTANGULAR RADIUS-TOP ARCH TOP WINDOW SHAPES AS ABOVE OR SIMILAR ARE APPROVED.SHAPES MAY f RODU(.TREViSED SLE 3:ALLOWABLE ANCHORS THROUGH THE INTEGRAL FiN BE USED BY INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING ae wmplying MO%the Mathis Substrate Min,Edge Min, DESIGN PRESSURES AND ANCHORAGE FOR THAT BLOCK SIZE FROM cecpt° DcIldingCode Group Anchor Distance Embedment' THE TABLES ON SHEETS 8.10. xptmik5n Aoco t3o t `d7��" . •i.:,. !/i• RsWeed W. Oats: Ravlslon: 6vale 2a?"b E 2.112 x,131"Common Neil P.T.9oulharn Pine(BG=.56) 3/B" 2.7110 ;.';r•, B 2.112"Ring-shank Boeing Nell P.T.Southern Pine ISO .65) Y 3/8' 2-7118" Miami de Prd&0 e n t P.T.Scuthern Pine(SG=.65) 111318" Rewaed W. Dao. Revklom #10 nusshead SMS Atuminum,6053.75' 318" 0.050" ?nT l (steel,16-8 S.S, Steel Stud,Or,33" 31a" 0.0451"(18 Ga.) .;;'. Description: Drawn 9),or 410S,S.} Steel,A36• 3/8" — 0,050" "MIN.OF3 )� �� ,.,: GLASS/ANCHORS/FRAME OPTIONS J ROSOWSKI F THREADSBEYOND P.T.Southern pine(SG-.65) 8118" 1"318° THE METAL r.•. . 1070 TECHNOLOGY ORNE Into Asa: #12 SMS Rtuminurn 8083-)5" 318" 0.083" sUBSTRATE.FOR N.VENICE,FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/45H5 (atsel,18.83.5. SteeiStud,Gr.33' air 0.050' STEEL STUDS :.::' ,.} ,,:• (041)-4eO-1600 or 410 S.S.y MtN.Fu=45 KSI& ^,• i f •?, ;. Ssrles/dredeh, Scab: sheet. Dmwlna No. Raw Steel,A36' 316• 0.060" MIN.Fyu-n KSL A.tnrj4 ak6R, E CER..OF Aunt #28286 SH-5500 NTS 2 OF 13 MD-SH5500-01 A P,t_.n 5870.5 INS STALrLAI ION DETAILS:FOR FLANGE&-EQUAL-CEGBOX FR,4lVlES ;f INSTALLATION OPTION 2 1 INSTALLATION OPTION 3 INSTALLATION ��- ANCHORE4'SHRQUGHFRAME ANCHORED THROUGH FRAME AND IX DIREOTLY INTO CONCRETEICMU. BUCKSTRIP INTO CONCRETE/CMU. OPTION 1 EDGE DISTANCE ANCHORED THROUGHSEE NOTE 2.THIS SHEET. EMBEDMENT FRAME INTO 2X WOOD EMBEDMENT' 1!4'MAX SHIM FRAME OR BUG#SSTRIp. 16 114"MAX SHIM SEE NOTE 2,THIS SHEET. !EMBEDMENT T _ SASH VISIBLE 17 T FLANGE FRAME _ y 3 EDGE 18 LIGHT WIDTH �� EDGE SHOWN -!_1 DISTANCE DISTANCE •. "" BALANCE L114'MAX TYPE VARIES ° TYP.ANCHOR SHIM TYP.ANCHOR TYPE, 42 WITH SASH EMSEDMENTAND WEIGHT TYPE, 2 TYP.ANCHOR TYPE, EbGE 30 EMBEDMENT EMBEDMENT AND EDGE DISTANCE PER 31 AND EDGE Q DISTANCE PER SUBSTRATE, SUBSTRATE .• •• rra DISTANCE PER SEE TABLE 2,SHEET 2. EDGE SUBSTRATE, 18 SEE TABLE 2,SHEET 2. EXTERIOR 87 "+ DISTANCE SEE TABLE 2, �"— 15 !tI SHEET 2. FIXED 1B 20 OPT.SASH TOP FIXED VISIBLE 4 VISIBLE LIFT RAIL FLANGE 2 LIGHT WIDTH EQUAL --_I. CCC LIGHT NOTES: SHOWN Y BUCK WIDTH - LEG/8OX HEIGHT FOR ALL WINDOWS: FRAME tANCHOR @3.55" HORIZONTAL SECTION A-A 21 FROMCENT SHOWN 4g 48 END AND AT 1)USE n I CENTER. 22 FOR WINDOWS ANCHORS LISTED ON TABLE 2, ItJt t SHEET 2.FOLLOW EMBEDMENT AND 72 — OVER 36"WIDE: DADE APPROVED MULLION,FBC COMPLIANT ALUMINUMISTEEL FRAMING OR STEEL STUD, 0 ADD ADDITIONAL EDGE DISTANCE LIMITS.ANY MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLE 2,SHEET 2. SCREWS @16.3/8' INSTALLATION OPTION SHOWN MAY 1q 45 46 47 FROM END BE USED ON ANY StDE OF THE o L'/ FOR WINDOWS WITH WINDOW, 1/4"MAX. BUCK 16 BOTTOM LOCKS: 2 MASONRY ANCHORS MAY BE SHIM ��/ #10 OR#12 STEEL 114,MAX 50 O ADD ADDITIONAL ) HEIGHT SELF-DRILLING SHIM SCREWS @ 8.318" USED INTO WOOD AS PER TABLE 2, 85T...— FROM END. SHEET 2,ALL WOOD BUCKS LESS SMT(ABLE SEE 30 F THAN 1-1/2"THICK ARE TO BE O SHEET 2. SASH CONSIDERED IX INSTALLATIONS.IX EXTERIOR VISIBLE WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT SUBSTRATE.WOOD BUCKS { 1g DEPICTED AS 2X ARE 1-112"THICK Be 1.._ USE EITHER OR GREATER.IX AND 2X BUCKS OPT. 65 LATCH OR (WHEN USED)SHALL BE DESIGNED (2)1• Si 30 64 BOTTOM LOCK. TO PROPERLY TRANSFER LOAD$TO FLANGE EQUAL INTERIOR 31 y/. TESTED UNIT THE STRUCTURE.WOOD BUCK FRAME LEGIBOX WEEP �� LOCATION:6-518' DESIGN AND INSTALLATION IS THE SHOWN FRAME NOTCHES A, gp FROM SASH END. RESPONSIBILITY OF THE ENGINEER o SHOWN EACH END. OR ARCHITECT OF RECORD. .__._RIO- g 66 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATIONI 1 INSTALLATION 67 (ALSO REFERRED TO AS DAYLIGHT OPTION 4 ``� OPTION 4 FRODUCrRLVISBD OPENING)IS MEASURED FROM ANCHORED THROUGH os nm 1/4'MAX SHIM BEADING TO BEADING, ANCHORED THROUGH Tdyws Wilh the plod& EQUAL-LEG/SOX r--1Op FRAME INTO METAL FRAME INTO METAL bultding late " FRAME SHOWN o Accaptaow hlv t '� (� Revised$y: Doty Revfebn: p:mllm bato + .27'X 125' NO ANCHORS M{nm ode Praduet CteitY' WEEPHOLE , REQUIRED IN VISIBLE LIGHT FORMULAS REvtmd Ry: Date. Revision; WICOVER a FLANGE OR 2.87"FROM 3B .•� ° EQUAL-LEG WIDTH •.t:' EACH END. FRAME SILLS @SASH:BUCK WIDTH-8.712" I'. ® Oasodptlon: town FIXED LITE:SUCK WIDTH•4-3/6" y,� {b; •I_: FLANGE&EQUAL-LEG/BOX FRAMES J ROSOWSKi HEIGHT(EQUAL•LITE) "� •`'' 1070 TECHNOLOGY DRIVE Wis.- VERTICAL he:VERTICAL SECTION B-$ BUCK HEIGHTM-3.16116` N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05!95/15 .�`, '; •....::'::': (441)-480-1600 •r, - - Swealkiodef. Srnie: Sheet Drawing No. Rev: A•.LVNNtaIL((..�ti;p:e. CERT.OF AUTH.E29US SH-5500 NTS 3 OF 13 MD-SH5500-09 A THE#IsaSiL� INSTALLATION DETAILS FOR INTEGRAL FIN&J-CHANNEL FRAMES INSTALLATION OPTION 6 INSTALLATION OPTION 5 ANCHORED THROUGH FRAME INTO 2X ANCHORED THROUGH INTEGRAL FIN INSTALLATION OPTION 5 I EMBEDMENT WOOD FRAME OR SUCKSTRIP,SEE INTO 2XWOOD FRAME OR ANCHORED THROUGH INTEGRAL I­— EMBEDMENT NOTE 2,THIS SHEET. BUCKSTRIP.SEE NOTE Z THIS SHEET. EDGE DISTANCE FIN INTO 2X WOOD FRAME OR BUCK-STRIP.SEE NOTE 2,THIS EDGE DISTANCE 1/4'MAX SHIM SHEET, TYP,ANCHOR TYPE, 16 214'MAX.SHIM J-CHANNEL SASH VISIBLE 17 EMBEDMENTAND EDGE 18 LIGHT WIDTH FRAME DISTANCE PER SUBSTRATE, SHOWN SEE TABLE 2,SHEET 2. I (SCREW SHOWN) G44 BALANCE —LI14"MAXSHIM 1— TYPE VARIES EMBEDMENT TYP.ANCHOR TYPE, EDGE n42 WITH WEIGHT SASH 64 EMBEDMENT AND EDGE DISTANCE 30 DISTANCE PERSUBSTRATE, 31 SEE TABLE 3,SHEET 2. 18 (NAIL SHOWN) EXTERIOR 87 P.ANCHOR TYPE, INTEGRAL MOEDMENTANDEDGE 19 FIXED VISIBLE 15 3 FIN DISTANCE PER SUBSTRATE, FIXED 20 OPT,SASH TOP J.CHANNE LIGHT SEE TABLE 3,SHEET 2. VISIBLE FRAME WIDTH FRAME LIFT RAIL SHOWN (NAIL SHOWN) LIGHT I HEIGHTFOR ALL WINDOWS; NOTES: SHOWN I I ANCHOR@ 3.56- SUCK WIDTH J. 49 48 FROM END AND AT 1)USE ONLY 21 CENTER, SUSSTRATF-APPROPRIIATIE HORIZONTAL SECTION C-C 22 FOR WINDOWS ANCHORS LISTED ON TABLES 2&3 72 OVER 3V WIDE: OF SHEET 2.FOLLOW EMBEDMENT STU AND EDGE DISTANCE LIMITS.ANY i/4"MAX DADE APPROVED MULLION,FSC COMPLIANT ALUMINUM/STEEL FRAMING OR STEEL D ADD ADDITIONAL SHIM MAY BE VERTICAL OR HORIZONTAL.SEE SUBSTRATE PROPERTIES,TABLES 2&3,SHEET 2. 46 46 47 SCREWS O1B-310' INSTALLATION OPTION SHOWN MAY 14 (3-5) FROM END, BE USED ON ANY SIDE OF THE FOR WINDOWS WITH WINDOW. BUCK HEIGHT 60 16 BOTTOM LOOKS: IlOR4I�ST.I!L 114 MAX. ADD ADDITIONAL 2)MASONRY ANCHORS MAY BE SCREWS @ 8-3/8' USED INTO WOOD AS PER TABLE 2, SELF-DRILLING SHIM 85 T_ FROM END. SHEET 2.ALL WOOD BUCKS LESS SMS(05),SEE 30 THAN I-V2'THICK ARE TO BE TABLES 2&3, SAS EXTERIOR VISIBLH CONSIDERED IX INSTALLATIONS. SHEET 2.E , IX WOOD BUCKS ARE OPTIONAL IF LIGHT UNIT IS INSTALLED DIRECTLY TO HEIGHT USE EITHER LATCH(SHOWN) SUBSTRATE.WOOD BUCKS 18 DEPICTED AS 2X ARE I-1t2'THICK OPT. 86 OR BOTTOM OR GREATER,1X AND 2X BUCKS LOCK(SHEET 3). (WHEN USED)SMALL BE DESIGNED (2)V 61 30 T 603 TESTED UNIT TO PROPERLY TRANSFER LOADS FIN ANDIOR INTERIOR LOCATION:8-5/8" TO THE STRUCTURE.WOOD SUCK FLANGE REMOVED WEEP FROM SASH END, DESIGN AND INSTALLATION IS THE IN-FIELD NOTCHESAT 80 Q RESPONSIBILITY OF THE ENGINEER INTEGRAL FIN EACH END, NO ANCHORS OR ARCHITECT OF RECORD. FRAME SHOWN REQUIRED IN FRAME 7 SILLS IF ANCHORING 3)VISIBLE LIGHT WIDTH OR HEIGHT INSTALLATION EXTERIOR INSTALLATION THROUGH FRAME. (ALSO REFERRED TO AS DAYLIGHT 114*MAX OPENING)IS MEASURED FROM OPTION 7 OPTION 8 INTEGRAL FIN BEADING TO BEADING. ANCHORED THROUGH ANCHORED THROUGH FRAME INTO METAL 0r kvniplyJail with do plivib SHIM INTEGRAL FIN INTO METAL (INTEGRAL FINIFLANGE REMOVED) Iluff FRAME SHOWN Amcoprf tee M -------- ?iogCada MID .27"X 1.25" Rov(sed 8y: Dob: Date WEEPHOLE WICOVER 0 2.87" 38 By, FROM EACH END.. VISIBLE LIGHT FORMULMi • R-vfv#d By. gate, mial"i ado Tod.tCon NP,ANCHOR TYPE, EDGE DISTANCE EMBEDMENT AND EDGE WIDTH DISTANCE PER SUBSTRATE, @SASH:SUCK WIDTH-O-Wl D".6pilm Dm_Ev SEE TABLE 3,SHEET 2, EMBEDMENT @ FIXED LITE:BUC J-CHANNEL&INTEGRAL FIN FRAMES J ROSOWSKI (SCREW SHOWN) T�% KV-ADTH-4-a/8' f . 1 1070 TECHNOLOGY DRIVE nitat Date: HEIGHT(EQUAL-LITE) i INSTALLATION OPTION 5 VERTICAL SECTION D-D SUCK HEfGHT12 3.16116' N.VENICE, FL 34275 ANCHORED THROUGH INTEGRAL FIN SINGLE HUNG WINDOW INSTALLATION LM 10-5/15/1-5 (941)-480-1600 INTO 2X WOOD FRAME OR SUCK- i S-11-1wodol. I ftv.. STRIP.SEE NOTE 2,THIS SHEET. A. CERT. OF AUTH. #29298 SH-5500 jsNoT'-*S Shell: I_M-D'-SH-5500_ol I A 9,54w BILE S ' In—914 Design Pre 68ute,memSp} Design pl nPnauro,Ibsi° 0140t7P.. Design _Pmaau_ro,5557 44 9wW6wndw R.N. VWVnd-BwYedh 167&6qlra +1.50.0 WIthw, u X48 67.325 +05.0/•70.0 R.Id L 231 Eq.d11. 4/.901 4669 I.70A t .700 R.tnt L."I Rt Fwe0wL7d0w91wh4&.e SWdad Cdi.q. 14.617.16670 +056 •70.0 •70.0 m ForoD04.d-.d.oah 4770. SEE TABLE 0.SHEETS FOR Egw4Re 11664-+1.616 4850 .79.17 7ao afrdwPt.a.., 44.377.11.062 .650 .roe 40.0 SEE TABLE 10,SHEET 9FOR ANCHOR GROUP AND QUANTITY. Tda1 218P/-21265 46ae •700 •7ao ANCHOR GROUP AND QUANTITY. 1a.anindt42q_ 20.050-23.616 +60.0 •70.0 .70,a 37.,376 _EgdWM„_ 417161T. 7,x406:01 y>70.0'. .70.0_'SU'lewPtai n 11,647.17,516 +all •70.0 70.0shoe"! 11.377.14.610 4060 -70,0 •70.0That 27,663.31.0/1 ,0.4,0 -ro.0 0.0Clelam Diu 20.617.9.661 ;93. -70.0 0.0 at .CdL04 23.517-26518 +660 .TOA +no HEADER 44 EgmMw 26511.21510 ,030 -70,0 ,65.0 70.0 HEADER 6Mm R.A.x 17.517.20.516 455.0 .70.0 ,65,9 I... CwWm6ia4 14.517.11.510 .emo •70,0 4a5o 4ao 23 ahplw 11.377.11.515 ,650 -roe .OSA .70,0 ® Tdal 31.063.36011 4050 .70,0 103.0 •Xo 94.77!.x&Cdl.O. 26617.31.662 4640 -%0 ,65.0 •700 EquW1. 20.617.26616 +650 •70A .900 •70.0 .ceuse MEETING RAIL 4e aWwdaro4.., 17.617.26516 +Deo •10A 465.0 40,0 D MEETING RAIL 28 5 "W.alt. 11617.17.610 +Mo •70.0 400.0 •70,0 91!.X9778 %617.14.510 +650 -70.0 400,0 -70.0 27 0 6XTERaiR 6tMwt 11.377./2616 495.0 .704 465.0 -70.0 OMERIOR J-L p 7.140 33.2Da.37.630 466.0 •70.0 405.0 .70,D V ± -TOA0 •70.0 �7• O oftw JAMB 29 7T-a c«lt-sh.. 90,517.2&610 465.0 -700 4660 T6a_> 23 26617.33,207 NO M 0,0-17:700- 4&0.5 A �i0.6 JAMB EXTERIOR SASH - 955&54 Mo4.r 17.617.20.610 +060 -70.0 4660 •76.0 _, 4 HEIGHT �� Cwp,Bu t4.317.17.516 amo .70A 4060 40.0 _ HEIGHT SASH 91.,1781" 12617.14.516 +960 -704 455.o -loo a1Mat 11.377.12016 +65.0 -70A 1 465.0 me Tlut 365'7.41.60 469,0 -700 4651A -760 O 23 U aWdwcdr+o. 31.617.X616 4060 .TOA ,no .70,0 1 23 C'16gaM.RL '20,9473.-51.910.869.0. %0. .64.0..•70o; etxd.dP.W- 2&5t7.26D10 4630 417,0 4554 -700 SILL e2- COMB)'. 20.517.23.3fe 465.0 •70.0 455.0 7ao SILL Cueto 6h. 17.617.20,616 465,0 .70.0 +65.0 •70.0 Cwt.m61.6 14.647.47.516 7840 770.0 +9,0 461 C.A..&. 13.017.11616 4660 -70.0 +05.0 •67.3 of dw 11,604.16016 965,0 •?0o 4060 40,6 T.1w 30.617.41,6// 4560 •70.0 466.0 •70,0 cm-Site 3&817.30.616 +660 -ro. 45610 TOA W Bqu4 30.817.Rate .66.0 -70.0 -mo -70,0 SECTION DETAIL FOR WINDOWS WITH 75 C1 tom511e 31.517.36516'.66o .70A 455.o -ta.0 31rd7W1,,.4Nv 20.917.39.940 +65.0 .ro.o .aao ao.o SECTION DETAIL FOR WINDOWS WITH LEVEL RI REINFORCEMENT&GLASS TYPES 6,6,7&8 949779:. 26.917.2006 .45.0 -704 -WO .97,3 LEVEL R2 REINFORCEMENT&GLASS TYPES 8 8 7818 (REINFORCEMENTS SHOWN IN FIGURES ABOVE S M m a1ef8.26.em +65.0 -70.0 405.0 45,6 (REINFORCEMENTS SHOWN IN FIGURES ABOVE APPLY TO ALL FRAME TYPES& Eq.>}u. XDt7.4La4 .ata .m.0 +�.0 .70.0 APPLY TO ALL FRAME TYPES& CONFtGURAT10NS) sa Cu.tom9aa Xan-39518 -no -70.0 485.0 47,3 CONFIGURATIONS) etw.dP,.e.w 133.618.45.916 +e5o •%a +55A 469 PRODUCTR13ViSL?D 01,79 7-sw 65 11,844 , 0 .7ao ,65.0 -as 03 0on1l+ly"ll Wllh 416 Florlda SEE TABLE 10,SHEET 9 FOR ANCHOR GROUP AND QUANTITY. Duiidta$Cada "MIN,SASH HEIGHTdWINDOW SUCK HEIGHT-00,136 AanplallcoNo (o"� t I: 11,f Revised Dyt Doty: RoHelont Gpir I Dnly- ��'� fly •. ��(• Mianl Oad,l+mdfl0 Con R.vieed Sr. Date: Revision: ` NOTES: • // l Dowdpttan; vrown W. 4)USE THESE TABLES FOR ALL WINDOWS INSTALLED THROUGH THE FRAME OR INTEGRAL FIN. •,(,(' �ti�1b DESIGN PRESSURE TABLE J ROSOWSKI 2)FRAME DIMENSIONS ARE BUCK.SASH HEIGHT IS AS PER THE FIGURE. :,•i .' it r 1070 TECHNOLOGY DRIVE TRhr Dote: I, N.VENICE, FL 34278 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN •: - (941)-480-1800 ON THE TABLE. 1' YN r�rC ;MRI RE.• Sadee/MoCe1: Sock, Sheet: Dmwlny No. Rer. P. as� 5 CERT. OF Atm'. yQ2929B SH-5500 NTS 6 OF 13 MD-SH5500-01 A ABLE 7: TABLE 8: al."lip. gdbmSaah S Design 511.7151 e0.m 1WO Ds0lpppreseurslleaw 42,itl 110 Deaodpian br phwi S.hF+dOhf 9 1711 D.af01191Iu0N40 mOHek41 R.nl.L.wl Rang.0 Window R.""On) DON m e.laf.Iwa*I Re6pe @ Wkd- RMW OB} 3 46n .4 Mpvev kWWhO H.Wah 1q to 40 40 62125 dA 3 HY9M ehoxn 18 24 111 32 111 4 1 40 1 /B 1 62126 84 23.5 EquaH9. 11.304 +70.0 1410.01+70.0.110.0 +700.10.0 +70.D.110.0 23A EQud4ke 11324 70.0-110.0 -704-110-0 +700-110.6 -70A-1140 .70.01-11101+74,01-110.0 70,0•110.0 .74,01-110a suod.tdcafape 14.517-10.670 +70.0 4104 Tae 410.0 +70.0.110.0 +70.0 410.0 Standard Cae.pt 14.617.18.070 700 410.0 700-170,01 70.9 1 410-0 1•70,0•1140 mm I-11x0 I-?me I-iia.a •7aP 1-line +700 I moo 20 Equ.14b. 11.583 14.510 +704 410-0 +70.0 410.0 47(X0•110.0 +70.0 410.0 28 EquWk. 11.683.14.510 •70.0-110.0 4704-1104 '70-01-110.0 70.0•1144+70.0-11"-10,01-110,0 +74.P-0tP.Q1-70,040,0 104 $.M41dPmAsw 11.377-11.862 -740.140.0-70.0 410,0 470.0.ita0 4'70.0 4lao BirNudPA)A W 11.377.11.602 70.0-110.0 70.0•110.0 -70,0f-110,0 70,0•110.0 70,0•11DA 709-110.0 •70.0•110410.0 HEADER Topm 23.617.23.28 +70.0 410.0 470.0 410.0 -70.0•110.0 +70.0 •t1o0 7.1.1 23.617-20.28 70.0 410.0 .70.0.110.0 •704-110.0 470.0-lite 70.0-ilea HOLO 4104 +70.01-110a DA 6t-twe'dps 20.18.27.616 470.0 4100-70.0 41DO+Too-Ilan +704•110.0 81#043MC001e4 20,060.23410 +70.0•110.0 •700 410.0 -700•110.0 +70,0•lino •70.0•110.0 7tl.0•110.0 •7P.0•ita0 10.0 26 37.375 EgnaNlto 11.617.20,037 +704 410,0 +70.0•110.0 +70.0•110.0 70.0.100.0 37,376 Equis40e 17417.20.951 •700•1100 70,0 •110. 704•110-0 •qA•110.0 •70.0 •110.0 •70.0-/10.0 +70.0-114,0 00.0 atrdrdpcMew t4.b1T•17574 .TOOL 4100+70.0.119.0 -700-110.0 +700-ti&O 214ManIP70t1w 11617.17,518 -70.0-110.0 70A•110-0 •70.0•Nan -744-1100 -Tap•110.0 170,11-110,0 +70.0 410.0 10,0 sn64a 1.317.14,516 +70,0.110.0 +70.0-110.0 +70.0•107.0 +70.0 •1010 Shon.l 11.77.14116 +704•110.0 •70.0-11%0 •744•110,0 -74.0•110.0 7110 •110.0 -70.0-1100 +70.0•107.0 10 TeSa 27.68.3L9$1 +70.0 41"+70.0 400 +700 •014 HOA ARP Tuell 27.583.31,917 -740 Also -las•10.0 •70,0-710.0 -70,4 41ae -Too-110.8 70.0 410 +70.0 434 04Cu+tot8b. 20,617.27,60.2 +70,0 41%0 -70.0•110.0+lap.110.0 470.0•110.0 curd-Oh. 24.617.27.002 -10.0•110.0 .70.0•10.0 +70.0.1la0 -70.0 •11110 H0.a•110.0 70.0-100 70,0 •11a0 08 tt9EE¶NG 01.01E SWd.N Coop. 23,617.20.615 +70.0•110.0 +704 4100-Tao•104 -Tal)41aO m.ratrdooln. 21617.2t418 -740 410.0+70.0 Mao -70.6-110.0 +74.0-tine -700 410.8 -T&D 410,0 •70.0-110.0 70,0•110,0 44 EqutHSo 2061723.618 x70.0•11x0 -700 410.0 +TOLD 410.0 +700-110.0 44 EquY1. 20.617.23.610 -70.0-110.D 706-110.0 •70.0-ilea •70.0•110.0 +70.0 •110.0 .70.01-110.0 •HDA -110-0 70.0-110.0 27 elydrd PraNM 1X617.20.610 470.0 •110.0 70.0•110.0 700.110.0 4700.110.0 gl$MUdPmA- 17,617.24510 700-110.0 +7a4-110.0 +700 41x0 -70,0-100.7aD•110.0+M.a-lite+70.0-110.0450.0 10»10108ka 14,617-57.616 -74,0 410.0 -70.0•110.0 +700-110.0 +140 410.0 Custom 665 14.617.17.616 -TDA-110e •70,0-110.0 .704-110.0 70.0•110.0 .700•110.0 +70.0-110.0 -70.01-110,0 -70,01-110.0 EkT7tryRNTH ehe0.1 11.377-14.610 -704 .110.0 .70.0 Alma +Hao•147.0 +70.0 48.0 60M.1 !1.777.11514 •70.8-110.0 70.0•110.0 +70.4 11/0.0 +70.4-170.0 •700-170.4-F0.0-110.0 470.0-407,8 -70.0-83.0 TYI.f 30.687-36.911 •Too-110.0 -70.0 490 +7110 .830 .70.0 .90.0 149.1 31.683.35.011 -70.0-110.0 -70.0 410.0 -70.0•110.0 70.0-11a.o 70,0-110.0 -70.0 -Sao 70,0 43A 70.0 -0O.b u 9uMWCaOp. 26617.31.602 +70.0.1100 -70.0.10,0 +?OL0•tia0 .70.0 dlmo SI.MUdCoates 20.617.31.82 -704-410.0 7010 414.0 -70.0 410.0 704-100 41 +70.0-11%0 +70.0-110.0 .10.0 0.0 +70.0 4100 JAMB 26 awal. WIT-20.816 +7010.10.0 +710-tia0+70,0 410.0 .70.0 410.0 EQn41446 20.61720.514 +70.0-110.0 170.0-1100 -70.0•110.0 .70.0-110.0 •70.0-Ilmo •704-11,0 .70,01-110.0#110.01 flue 8 sr mrd PmAnv 17.517.20.616 .70.0 .110,0 470.0.110.0 .700•110.0 +70.0•110.0 49 eltndud P7Maw 17.617.30618 .70.0-110.0 700-170,0 •70.0•150.0 -Hao-lt0.0 .704-110.0 +700 41➢.Q HOLO-114.0110.0 BASH cWwmsh. 74-617-17.516 +10A 41x4 +704.1/110+Tao-NDA moi-110.0 Cod-Otte 14.677.17.510 -70.0 410.0 -70.0-10,0 •70.0•11D.0 7Qo•1100 .70,0•110.9 .7bo•IlbQ +70.0•1140110-0 HEIGHT C.b.fh So. 1261?-14.Sia 410.0.11oA +7a.0.Ilao 4700.110.0 Hae•110,0 Met-BO. 12477.11314 +ran•10.0 -70e-10.0 700•110-0 -70.0•1104 1700-Nan 74.4 410.P 70.0•110.0 10,0SECTIO DETAIL FOR Shodmt 11.37712.515 470.0.144.0 -HOA-4100+700-110.4+Hao-110.0 smm 11.177.12518 .70.0•110.0 •704 Alas -704.110.0 -700•1100 -70.0 410.0 +T&D•116,0 -70.0 •110.0 110,0Tstlail 33-008-37.530 +70,0 •110.0 .70.0 40.0 .70.0 43.0 v70.0 40.0 Tout 33.209.3X636 •T%0 410.0 .70.0-110.4 70.0•110.0 70.0•1140 .Hae-110,0 7ap -00.0 •7aD 43.0 ao WINDOWS WiTHMandan Cons. 2&517.8.2" +70.0•110-0 +70.0 4190 4140 Alab.70.0 410A sovalmeoup 20517.37.20? -78.4-10.0 •7aD•lap 70.0-ilo.O +7aa•tia'D•700•110,0 •To0•110,0 •70.0-110.0 naD LEVEL R3 REINFORCEMENTEqu"I. 2361.20,616 *70.0-it" +70.0 410.0 +70.0•110.0 .TD.0.10,0 '� Equsi4• 23.517.20.010 70.0•10.0 +10.0-MA 70.0•110.0 •70.0•1100 70.0 atD.O 700 410,0 +705 410.0 0.0 &GLASS TYPES$-16 CwWmel[. 20617-23.610 -74.0•7!OA +704 4140-70.e-Nan+7aD•t%! mslomBW 28.517.33.816 +Too 41x8 +70.0-11oa.700 Jlao -TaO•1110+Tae 410.0 +TOO-118.0 •70.0-110,0 10,091LL ShMUdPmdw 111.2,010 .70.0•10.0 +210•110.0 .70.0-110-0 +700 41MO ' etsod4rdPmtew 17.617.20,81 .70.0-110.0 70.0 410.0 •70.0•1D.0 +70.0.10.0 70.0-110.0 7aD-10.0 7ap-10,0 10,0 (REINFORCEMENTSSHOWNIN Wlan ea. 14.517.07.510 H4A.110-0 +70.0.114.0 570.0-1100+10.0•410.0 cold-Stu !4.617.117,610 .70.0 41&0+700-410.0 -700-10.0 •70.0-Jibs +7ao-Nb0 .70.0-110.0 .700 410-0 -NO.p FIGURES ABOVE APPLYTO Wabm$to. 120171.515 -70.0.$10.0 .70.D•10.0 .70.0.100 +740 410.0 cudamsmt 12617-14.515 1 70.0 AMA +70.0-10.4 -?Do-10.0 1-70.0•10.0 •70,0-110.0 +7(t0 1-110.0 70.0-$ta.A 2,5 •No.p FLANGE&BOX7EQUAL-LEG 6M4.1 17.e77.12610 +70.0.110.0 -Tao•lla0 .700.1140 470.0-110.0 sh.de.t 1.377•/2.545 -7D.0-110.0 -700-1f0.0 .704-/toe 70.0-10,0 .70.9-10.0 mo-110.0 .70.0-110.0 -70,01-110.0 FRAME TYPES ONLY.ALL Tdw4 _ 30-01-41444 *MG 410.0 .704-110.0 +Tao.110.0 +rao-110.0 TWWI 30.51.41.044 •70.0 410,0 70.0-lap 70.0-10.0 •70.0.110.0 -70.01-110.0 7D.0•10.0 +70.0-110.0 -70.0 -106.7 CONFIGURATIONS APPLICABLE.) Sl.Mrd College 31.611.35510 +70.0 .11D.0 -70,0.110.0+70.0•110.0 +740 Aloe OleMatOCoOege MAP-30.516 -760-100+70.0 41x0.70.0 dies +70,0-lite +70.0.1100 -70.0-010.0 410.0-IOOLO -70A-103-0 Egnsm. 20.817.31.515 +770.0-JIOA +TOA.110D+7a0•if%O +Me.1100 Equl615. 28.s17.31516 700 410.0 -70.0 AIDA -70.0•110.0 •700•110.0 70.0 41D.0 70.0•110.0 -70,0-107.0 .70.0 •1024 BUMad Pmdew 23.617.20,516 +70.0.110.0 .TOA•110.0.70.0 1.110.0 1+70.0 1.110.0 SlendUdProd-w 2161.20516 000 410.0 +70.0-110.0 -70.0-110.0 +708-1t10+70.0-1101 +70,0-llaO 70.0-10.0 70.0 4062 42 W.tameu. 24517.2161 -70.4 410.0+TOA.110o .704-10,0+'74.0 410.0 02 Cud mSOa 20,617.21516 M01410.0 -70.0 •110.0 -70.0-Itma •T0.0-110., 70.o•110.0 •10.0-110,0 -70.0-110,0 -70.0 -107.0 Cualom 0.C. 12517.20.515 r74.0 •110-0 +2.0•110.0 +78.0•1100 10.0 .110.0 Custom Otte 17.617.2x616 +70.0•110,0 •70.0 I-110.0 70.0 41x0 +70.0-11110 -70.0 410.0 lab-110.0 +TaD-11%D -"A-18,6 dntan so. 1Af717.518 .704.110.0 +70.0-ita0 708•11x0 +7pA-R.0 cOstom SQe 14.517.1its -70.0 41&0 -70.01-110.01•70.0 1 Allo -70.0•1960 -70.0-102.0 -7D.0•100.0 +70.0 Mae 70.0 •t8.a Cwl.m Su. 1341714.618 +70.0 •110.0 -70.0•10.0 +70.0-10.0 +70.0 410.0 cuslamsuo 13017.11010 -Me.1100 70.0•11100 -70,9•1062 •704•104.7 704 47,1 +Tap 414 +TOP 44.4 •70.0 -014 GLASS TYPES9THROUGH Shotes 71A1u•13.010 +70.0 410-0 +74.0-ttao+70,0-ttao +Tao.110.0 shaft.1111.1164-11015 +TaD 413.0 -70.0•110.0 70.0-load -700 47.4 •70.0 43.3 700 40.1 •70.0 460 +70.0 404 18MAYNOTBEUSEDWITH T-7W 39.517.41.01 .70.0•110.0 +70,01-110.0 .70.0-140 +70A •110-0 Tu14u 30.617.41.044 +rao-NOA +70.0 410,0 70.0 410.4 Tao 410.0 -Tap •lima +7aa 41.0 Tao 451.6 7aQ 45.0 J-CHANNELORINTEGRAL CW..sit. 55617-a9.et5 +704.11am +70.0-11a0 +Tao 4100 +tae 4xto cu.to 0.N 30617-30510 -70.0-110.0+708•110.0 .70.0-110,0 -70.0 1 Mae .70.01-110.0 70.0.110,0 -10.01.101.71 704 44.3 •FIN FRAMES Eq."s 36$17-8,610 +10.0.1 roe .7010•1100 +Tbo-1ta0 .rao.110.0 equ.lmo 36517.20.518 .70.0-10.0 .70.4•10,0 -70.0•110.0 70.0.110.0 -70.0 1-11oa Tao•110.0 -70.4-100.4 .10o 460 76 Cvebm Saa 32.01.8,615 +70.0.110A -74.0•110.0.104-1194 1770.14.0 76 caseomstu 72517.36615 +704-lite -7010.1100 -?Do.110.0 +704-110.0 70.0.1t0A +"a 410.4 70.0-fOD,7 70,4 45,2 StanderdPmAw 29.01?•32,618 170.0 •119-0 +70.0•110.0 470.0 410.0 4700•110.0 6bMUdi-ra14W 20.811.32010 +70.0 410.0 .lab-110.0 .70.0 110.0 •704&.049.9 0.110.0 +70.0 400.9 +70.0 •101.4 70,0 40.1 Calom Sl[e xBA17.7D.618 .10.0.110.0 .10.0•110.0 +70.0 410.0 +tae•110.0 c dm3Q. 26517.29.316 +710.NOLO-70.0-IDA .70.0•107.8 +70.0 p 40,0 -70.0 40,4 +70.0 44.4 +70,0 45,4' Shotati 26.dr6.26.010 70.0•1102 IDA-lite .70.0 .100 4700.10.0 9hodml 26516.2051a 470.0•110.0 70.0•110,0 .70.0-1016 -70.0 0 45.4 -70.0 -0210 -74.0 -02.4 70,0 -02.4 Equu44. 7351x•11.544 +70,0.110-0 +70,0•110.0 7O.tl •110.0 70.0-1104 EWY-01a 31517-41.144 7100•110.0 710•1P.0 .70..-1110 -70.0 0-569.0 -7&p-t40A -70,0 4&T +70.0 4ti W 4511010 514. 36-01731.418 .rao aloe 470.6 4/0.6 704•110.0+70.0-140,0 84 CustansW 36517.36,618 +70.0•110.0 .70.0-110.0 El. 704 40X0 +714 0 -0D.B +70.0 464 .70.0 -0810 -70.0 -01.B SteMud Pr04W 33.$18.33.610 +70.0-110-0 +74.0•10A +700-1100 .700-1100 SundwifftA w 31816.35.515 570.0-110.4 70.0-110.0 •78.4•1028 +?tO 0 413 -TOA 40.1 +70,0 400 +70.0 .0 PRODUCT REVISED ad7.0. '• •41.M4 +TOA 410-0 474,0-110.0 476.0 418.6 +M.O•N&0. 81.18 TYLi -- •41,644 +700 41x.0 »700•110.0 .704•10.26 70.0 0 43.3 70.6 40.1 «70.0 -0100 70.4 40.0 as complying%Wth doo Mori& SEE TABLE 11,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. SEE TABLE 111,SHEET 10 FOR ANCHOR GROUP AND QUANTITY. Iiailding Code ///��1 "MiN.SASH HEIGHT=WINDOW BUCK HEIGHT-60.136 "MIN,SASH HEIGHT=WINDOW SUCK HEK Amoph nco Fdvledd SY% lett: Revision: I-" irm,n D➢14 1{11'1 Pv RtWitd 74 By: DatRevtdon: �- tflimni lade Prodlfdt - NOTES• Otrortpttbn: Drown Dy: 1)USE THESE TABLES FOR WINDOWS INSTALLED THROUGH THE FRAME. , r 1,} / DESIGN PRESSURE TABLE 1J ROSOWSKI g i `1 rf 61070 TECHNOLOGY DRIVE TTOa; Gets! 2)FRAME DIMENSIONS ARE SUCK.SASH HEIGHT t$ASPER THE FIGURE. ;t,•, N,VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 3)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN r." ''. {941}-d,BO-S 600 ON THE TABLE. �A:'LY rrNMILLEfi,PIE. 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Mma C »f- Ab-MR 3 D » esa 4A 4 Ab MR cn za ..� ©, Z r O CD m D `` � •ice W y „t - _- D <N S's (j}2 z � e�s�,l y Q m m mm m a 2c-} ©g al oma 0 Ch 0 - r c 3>F cn T—` 3.500" 3.500" 3.60WO* 3.500' .002. .002' .062- .062- 1.403* 1,483 1.483° 1.483" .070' 060, .715" t .070, .810" .625 625" 1.185" 0 J-CHANNEL FRAME FLANGE FRAME FIN FRAME EQUAL LEG FRAME HEADIJAMB 0 HEADAIAMB HEADIJAMB HFADIJAMB LIGHT SASH T, HD SASH F T �--V REINFORCEMENT 8REINFORCEMENT 3,483" 3.483" 3,483* 70" --P� 1,182" 3.483' 1 --f T-r- .070' ---1 oar, IFS062° .791, 1.03(y, 1.041-F= lr'�A If y .130" 2A44* 2A44' 1.331- 134W 2.444* 2.444' STANDARDHD MEET NG RAIL MEEnNORAIL REINFORCEMENT REINFORCEMENT N L 6,25" FLANGE 1,375- SILL FIN FRAME FRAME SIEQUALLEG 1.375' 8E SILL LL k F FRAM 1.872" - - 1.641' I- f I- 1,830' 1.376- 1,472" 1.666, 465" 2.11- IT 2.170" 10 .08 375' .974" 800 471"1 .03&' .070' .050.356" " 1,231' 1.000" Do®r. 070^BEVELED .05cr FIXED 16 SASH RAIL BALANCE SASH STOP 17 LIFT RAIL LIFT RAIL BEVELED 202 BEVELED 14 MEETING RAIL SCOVER G)SCREW COVER 19 INTERLOCK 0 INTERLOCK COVER 21 INTERLOCK INTERLOCK COVER PRODUCT REVISED M.P134.8 with tho FIC"t tatOding Cada •1caaltinnoa Nn 1rD"� 14'• l3xplrutionOotolzo R#vl"d W Dates Revhkn: 8y 864' .176" ,Of Row"d So. Date: Roylvion.- .764 .760" 035" -4- 025' WINDOW EXTRUSIONS J Owriptim: Drawn ROS' OWSKI LAMI IG 61 EXTRUDED 82 ROLLED BEADING SCREEN FRAME SCREEN FRAME 1070 TECHNOLOGY DRIVE Mm tots: N.VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)--480-1600 Srdee/ModeN, Sade:to Ish D..Ing ft. Rm Re YNNjLl-g" * r-CERT. OF AUTTH SH-5500 NTS 11 OF 13 A 1 MD-SH5500-01 I #29296 TABLE 12: TABLE 12,CONT.: SILICONE HOT-MELT BUTYL BIII of Material BIII of Material,cont STRUCTURAL # Part# Description Materiel # Part# Description Matedel STRUCTURAL SILICONNE E 3116"NOM. 1 6 Single ung rams a m - nna 720 9 Auto Loc ac em C teal POLYISOBUTYLEN 114"NOM. WITH 2 620102 Single Hung Frame Head&Jambs-Flange PVC 46 720198&9 Sweep Lock Cast Zino WITH DESICCANT DESICCANT 3 62D103 Single Hung Frame Head&Jambs-Fin PVC 47 720195&6 Auto Lock Cover Assembly Cast Zino EXT,GLASS EXT,GLASS 4 620104 Single Hung Frame Head&Jambs-Equal eglBax PVC 48 7OX116OPTX#8 x 1-118"Ph.FH SDS(Auto and Sweep Lock Screw) SS 6 620105 9H1DH Frame Sill-J-Channai PVC 49 720200 Auto and Sweep Lock Keeper Cast Zinc 6 620106 S DH Frame Bill-Flange PVC 50 7ek34PPA #8x 314"PH.PH SDS(K Screw) SS 7 620107 s DH Frame SIII-Fin PVC 51 420181 UR Bawled 1111 Latch Comer Key PVC INT,GLASS INT.GLASS 8 620108 SHtDH Frame SIII-Equal La Box PVC 52 4 182 UR Pull Rail Tlit Latch Comer Key PVC 14 620131 Fixed Meeting Rail PVC 53 7e34PHFL #6 x 314"Ph,FH BOB(Comer Key Screw) SS KODISPACE SUPER 16 620129 Sash Rail(Sides,Top&Bottom) PVC 54 420163 Tilt Latch PVC re 4SG TPS r7 SPACERN NXTTm 17 620134 Balance Cover PVC 55 420184 TJIt Latch Retainer PVC 18 620133 Sash StoplScrew Cover PVC 56 720207 1"TV Latch Spring SS 19 620156 Pull Rail interlock 6005 T5 Alfi7 420188 Plastic Tilt Latch Finger pull PVC ALUMINUM 20 i620144 Pu I Ra l Interlock Cover PVC 68 720192 Metal Tilt Latch Finger Pull Cast Zinc REINFORCEMENT pOLYISO- DESICCANT FILL AREA NE 21 628157 Beveled Interlock 600 6'116 At 68 420180 PiveBUTYLE t Bar Comer Key PVC 6116°NOM. 22 620145 Beveled interlock Cotler PVG 60 720208 Pivot Bar SS 5h6"NOM' SEAL SILICONE SEAL BUTYL& 23 620150 Light Sash Relnforoement 6063 T6 Al 73 720191 Sash Pull Handle Cast Zinc DESICCANT ROLL-FORMED 25 62D162 HD Sash Reinforcement 6063 T6 Al 84 720194 Sash Pull Handle With Latch Assembly Cast Zino FOAM STAINLESS STEEL 26 620153 Standard Meeting Reil Reinforcement 6005 AI 86 7834 PT #8x3!4" It.FH SDS(Pull Handle Screw) SS EXT.GLASS 27 620154 HD Meetin Reil Reinforcement 6008 T6 All 66 420188 Bottom Latch Strike Plate Cast Ono EXT.GLASS 30 61644 Weatherstrip,.187"x.27q"Fin Pile 67 78588 #8 x 81S"Ph.FH SMS Strike Plate Screw) SS 31 6Q300 Weatherstrip,.190"x.300"Foam Bulb Flex PVC 72 20136 Gini I.O.Beed PVC 32 61719 Weatherstrip,.187"x.220"PolyPlia 74 Backbedd)ng,GE 7700 or 781 Silicone INT.GLASS INT.GLASS 33 61825 WeatherstripPlug,.220"Finseal 75 71646N Setting Block 718"x 1"x 118"),85+!-5 uro. EPDM 35 78XIMM #6 x 1"Ph.PH BOB(Interlock Mounting Screw) 80 61012 Extruded Screen Frame Alum DURASEAL® XL EDGE"' 36 78X3THPX #8 x 3"Ph.PH SMS(Meeting Rail Screw) 410 SS 81 51011 Roll-Formed Screen Frame Alum 7e SPACER 7a SPACER 37 716698P Meeting Rall Screw Support Plata --W63 T8 Al 82 7CKOLB21 Screen Comer Key for Extruded Frame X4 PVC 38 720210 Weep Hole Cover PVC 83 47042 Screen Comer Key with Pull Ring X 2 PVC 40 720)OOM Constant Force Balance 84 47041 Screen Comer Key Without Pull Ring X 2 PVC 41 #8 x 314"Ph.FH SMS(Con.Fords Balance Screw) SS 85 7CASPM Tension Spring SS 42 Spiral Balance 86 61816048 Screen Cloth Fiberglass 43 720205 Spiral Balance Shoe Nylon 67 61635/81614 .140"Screen Spline Machine/Hand Rolled) Vin I 44 78X114FPAX#8 x 1-1hr Ph.FH SMS(Spiral Balance Sotew} 410 SS Part it Description Material 78 KDmmeding 4SG TPS Spacer System PI%QDUCT RSVISBD 77 Quanex Super Spacer nXr With Hot Melt Butyl Sea this fluildiag Code au>tnMo 78 Quanex Durasea!Spacer Sheet for nulidoe Code trc-0714. Acceprruieo hto C3',S Materials Bxpinaion Oat. OM20 79 Cardinal XL Edge Spacer Revree aye rte; R.vleien E E ES O TS:F -871 ,89 &8978 .....`. JR 05/05/16 A)ADDED SPACERS By- - Mrnu�i).do['['no"la ' Revtsrd$: Da1a RdWelon. Drawn W ®. Deeorlptlon: BILL OF MATERIAL{BOM} J ROSOWSKI ;.,,,1,:•v 107D TECHNOLOGY DRIVE titte: Dont j NOTES: p;;.•'.r ,,; N,VENICE, FL 34278 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 (941)_480-1500 1)PVC BY ROYAL WINDOW AND DOOR PROFILES,LTD.,TO BE LABELED FOR AAMA EXTRUDER CODE, ''h�i; ` 4 Sane/Afoddr Scoie: .et: pmwMD�• Rer. / A�LXr{ MIWER.P.E. 2)ITEMS#9-13,15,24,28,29,34.39.61,62,68.71&73 ARE NOT USED AND ARE NOT PART OF THIS APPROVAL. p��Sg7eg CERT,OF AIM. X29296 SH-5500 NTS 12 OF 13 MQ-SH5500-01 A I i OPT.SWEEP LOCK •'"••, © AS 48 OPT.AUTO LOCK 18 20 47 57 OR so 48 p S 61 dR 62 85 I 45 ,� OPT.PULL RAIL f • ! j 18 INTERLOCK 8 { ! 82 OR8 COVER ) 6$ I p o a i 35 Be 8T 1 OPT, MITERED FRAME WITH 21 BEVELEDINTERLOCK _ INTERIOR AND EXTERIOR 1a 8 COVER FRAME WELDS iz xa {i 64 72 X4 16 63 80 OR81 �pGiAW. ,6A ._._._-._,,. /� `�'•, ' SCREEN A•-.`� -..~ 40 60 OPT,PULL HANDLE' ASSEMBLY 84 WITH LATCH DETAILS 4140 CONSTANT FORCE ! '�`••, 65 16 82 OR 83 - OR BALANCE •' 40 OR 43 42 43 SPIRAL BALANCE OPT.PULL HANDLE 87 i 1a j MITERED FRAME WITH SASH /� INTERIOR AND EXTERIOR 37 ASSEMBLY / FRAME WELDS as = 3s DETAILS / EXTERIOR 38 68 c>aonelrr Iu:vlsrn `•..•`•"'•-.. ....... --••to CHES TO @4 ..,_.�..L... FRAME 63 aDnb 16 �t ASSEMBLY �` :: ed By.—ate. Revision, By een 3 _ Revised 0-_ nainm fide Pibfimt C DETAILS R*WeW W. Datel Revision:�� - pp Oeeortp8oru Drown By: NOTES: EXTERIOR6 �•;:.= EXPLODED ASSEMBLY J ROSOWSKi �.''• 1070 TECHNOLOGY DRIVE TWO: Date: 1)SOME PARTSIOPTIONS NOT SHOWN ON DRAWING FOR CLARITY. N. VENICE, FL 34275 SINGLE HUNG WINDOW INSTALLATION-LM 05/15/15 2)J-CHANNEL FRAME SHOWN,PARTS#1 8 5.OTHER FRAME TYPES APPLY. •� •: f (841)-480-1640 3)FOR REINFORCEMENT TYPES,SEE DETAILS ON SHEETS 6 8 7. .�, ..'•-: Sodas/Modei: Scaler Shwt: Dmwfn4 Na. Revs 4)USE EITHER SASH TOP LOCKS OR SASH BOTTOM LOCKS, p.¢YPN�..1ua PF-705 CERT. OF RUTH. X28286 S H-5500 NTS 13 OF 13 MD-SHSr�n-^" s, r,. M IAM I-DALE MUM-DADE COUNl1' PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 _NOTICE OF ACCEPTANCE "A) www.miamidade.govteconomy Rollingshield,Inc- 9875 N.W.791 Avenue Hialeah Gardens,Florida 3301.6 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami Dade County)and/or the AHJ(in areas other than Miami Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify,or suspend the use of such product or material within their jurisdiction. 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 applicable building code_ This product is approved as described herein,and has been designed to comply withithe High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "RS-1 High Velocity"Aluminum Accordion Shutter System APPROVAL DOCUMENT: Drawing No.01-12(RS 1-06),titled"RS-1 High Velocity Shutter System",sheets l through 9 of 9,&2A of 9,prepared by V. M.Engineering, last revision#5 dated April 22,2015, signed and sealed by Morgan Villanueva,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer`s name or logo,city,state,the following statement: "Miami-Dade County Product Control Approved",and NOA number,per TAS201,TAS-202, and TAS-203,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. 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 renews NOA#15-0505.01 and consists of this page 1,evidence submitted pages E-1,E-2,E-3,E-4 & E-5 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. �1 NOA No. 16-0725.01 rtuacw runt /�'�""' J Expiration Date:01/19/2022 [APPROVED pp A roval Date:09/15/2016 a �JS�zI� Page 1 Rolfinuhkeld,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0822.03 A. DRAWINGS 1. Drawing No. 06-003RS7, titled "RS-1 High Velocity Shutter System ", sheets I through 9 of 9,prepared by V M Engineering, dated July 05, 2006, last revision #1 dated November 25, 2006, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1. See Association's generic approval under 06-1826 C. CALCULATIONS: 1. See Association's generic approval under 06-1826 D. QUALITY CONTROL 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06-1826 F. STATEMENTS 1. Release letter issued by National Shutter Association, dated October 19, 2006, certi&ng this product to meet the criteria ofproduct tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami-Dade County Approval No. 06-1826, signed by Jose Delgado. 2. Acknowledgment letter hyRollingshield, Inc., dated October 27, 2006, signed by Jose Delgado. 3. Letter issued by V M Engineering, dated October 19, 2006, certifidng that the drawing(No. 06-003RSI)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing(No. 06-004M). 4. Acceptance Letter issued to Mr. Jose Delgado on December 10, 2006 and returned signed by Mr. Jose Delgado on December 11, 2006, indicating to please issue the proposed Notice ofAcceptance as submitted and reviewed 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#07-0206.03 A. DRAWINGS 1. Drawing No. 06-003RSI, titled "RS-1 High Velocity Shutter System'; sheets I thru. 9 of 9, &2A of 9,prepared by V M. Engineering, dated 0710512006, last revision 42 dated 11/1012006, signed and sealed by Morgan Villanueva, P.E. on 02102107 elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/19/2022 Approval Date:09/1512016 RoHiugshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS 1. See Association's generic approval under 06-2372. C. CALCULATIONS: 1. See Association's generic approval under 06-2372. D. QUALITY CONTROL 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 06-2372. F. STATEMENTS L .Release letter issued by National Shutter Association, dated October 19, 2006, certifying this product to meet the criteria of product tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami Dade County Approval No. 06-2372, signed by.Tose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated October 27, 2006, signed by .lose Delgado. 3. fetter issued by V M. Engineering, dated October 19, 2006, certifying that the drawing(No. 06-003RS1)prepared for Rollingshield, .Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to.National Shutter Association generic drawing(No. 06-004RS1), revision#2. 4. Acceptance fetter issued to Mr. Jose Delgado on December 09, 2006 and returned signed by Mr. Jose Delgado on December 11, 2006, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0604.13 A. DRAWINGS 1. Drawing No. 09-008RSI, titled "RS-1 Nigh Velocity Shutter System'; sheets I thru. 9 of 9, &2A of 9,prepared by V M. Engineering, dated 0511412009, last revision 43 dated 0511412009, signed and sealed by Morgan Villanueva, P.E. on 05127109. B. TESTS 1. See Association's generic approval under 09-0830. C. CALCULATIONS: 1. See Association's generic approval under 09-0830. elmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01/19/2022 Approval Date:09/15/2016 E-2 Rollingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED D. QUALITY CONTROL 1. By Miami-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 09-0830. F. STATEMENTS 1. Release letter issued by National Shutter Association, dated May 21, 2009, certifying this product to meet the criteria of product tested and approved, and allowing Rollingshield, Inc. to use the test results approved under Miami-Dade County Approval No. 09-0830, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated May 21, 2009, signed by Mr. Jose Delgado. 3. Letter issued by V M Engineering, dated May 21, 2009, certifying that the drawing (No. 09-008M)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva, P.E. is engineering wise identical to National Shutter Association generic drawing (No. 09-016RSI), dated May 29, 2009. 4. EVIDENCE SUBMn-FED UNDER PREVIOUS APPROVAL#11-1227.04 A. DRAWINGS 1. Drawing No. 12-2011(RSI-06), titled "RS-1 High Velocity Shutter System sheets I through 9 of 9, &214.of 9,prepared by V M. Engineering, dated 1212612011, last revision 44 dated 1212612011, signed and sealed by Morgan Villanueva, P.E. B. TESTS 1. See Association's generic approval under 12-0074. C. CALCULATIONS: 1. See Association's generic approval under.12-0074. D. QUALITY CONTROL 1. By Miami-Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATION: 1. See Association's generic approval under 12-0074. Mmy A.Makar,P.E.,M.S. Product Control section supervisor NOA No.16-0725-01 Expiration Date:01/19/2022 Approval Date: 09/15/2016 Rollingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Release letter issued by National Shutter Association, dated January 13, 2012, certifying this product to meet the criteria of product tested and approved and allowing Rollingshield Inc. to use the test results approved under Miami-Dade County Approval No. 12-0074, signed by Jose Delgado. 2. Acknowledgment letter by Rollingshield, Inc., dated January 13, 2012, signed by Mr. Jose Delgado. 3. Letter issued by V M Engineering, dated January 13, 2012, certifying that the drawing(No. 12-2011(RSI-06)prepared for Rollingshield, Inc., signed and sealed by Morgan Villanueva; P.E. is engineering wise identical to National Shutter Association generic drawing. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#15-0505.01 A. DRAWINGS 1. Drawing No. 01-12 (RSI-06), titled "RS-1 High Velocity Shutter System", sheets I through 9 of 9, &2A of 9,prepared by V M Engineering last revision#5 dated April 22, 2015, signed and sealed by Morgan Villanueva, P.E. R. TESTS 1. None. C. CALCULATIONS: 1. None. D. QUALITY CONTROL 1. By Miami-.Dade County Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATION: 1. None. F. OTHERS 1. Florida Building Code, 2014 Edition compliance letter,prepared by V M. Engineering, dated May 12, 2015, signed and sealed by Morgan Villanueva, P.E. ifty A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01119/2022 Approval Date:09/15/2016 E-4 Rollingshield,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. NEW EVIDENCE SUBNHTTED A. DRAWINGS 1. None. R. TESTS 1. None. C. CALCULATIONS: 1. None. D. QUALITY CONTROL 1. By Miami-Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION: 1. None. F. OTHERS 1. Florida Building Code, 2014 Edition, compliance letter,prepared by V M Engineering, dated July 19, 2016, signed and sealed by Morgan Villanueva, P.E. &�Kelmy A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No.16-0725.01 Expiration Date:01119t2022 Approval Date:09/1512016 E-5 GENERAL i.THIS,SHUTTER ACCORDION "RS-'I" HAS BEEN VERIFIED IN ACCORDANCE WITH SECTIONS 1609 OF THE 7, CONTRACTOR SHALL VERIFY THE EXISTING CONDITIONS OF THE OPENINGS WHERE SHUTTER WILL BE FLORIDA BUILDING CODE EDITION 201 4,'AS PER TAS 201-94,TAS 202-94&TAS 203-94 OF THE TEST INSTALLED TO INSURE APPROPRIATE INSTALLATION. PROTOCOLS FOR HIGH-VELOCITY HURRICANES ZONES.AND AS PER AMERICAN TESTING LABORATORY WITH THE CONTRACTOR SHALL.BE RESPONSIBLE FOR. TEST NO.4986. STRUCTURE WHERE SHUTTER WILL BE INSTALLED TO PREVENT THE DESIGN LOADS COMPLY WITH SECTION 1620 OF THE FLORIDA BUILDING CODE EDITION 2014.THE WIND -VERIFY THE EXISTING CONDITIONS OF THE STR PRESSURES SHOWN IN THE TABLES ON SHEETS (8 OF 9)AND (7.OF 9) IN THIS DOCUMENTS ARE AS PER ANY DAMAGE To EXISTING SMUMRE. 4 It it -SEAL ALL SHUTTER TRACKS COMPONENTS ALL AROUND EDOES IN CONTACT WITH THE STRUCTURE TO FSC 20.14 EDITION (ALLOWABLE SERVICE DESIGN),TO OBTAIN THE EQUIVALENT ULTIMATE WIND PRESSURES, L PREVENT ANY DAMAGE DUE 70 WIND AND RAIN 4111 DIVIDE THE WIND PRESSURES SHOWN IN THE TABLES ON sHm-rs (6 OF 9)AND (7 OF 9) OF THIS APPROPRIATE WORK INCLUDING LIFE SAFETY OF -SELECT THE PROPER TYPE OF INSTALLATION TO PROVIDE APPROPR PRDOCUMENT BY 0.0 FACTOR�UVIMATE FAMR DESIGN). IN ORDER To VERIFY THAT ANCHORS ON THIS THIS PRODUCT. ODUCT? DOCUM NIS. AS TESTED. WERE NOT OVERSTRESSED,A 339 INCREASE IN ALLOWABLE -IF IN ANY CASE CONTRACTOR NEEDS To MADE ANY MODIFICATION HE/SHE SHOULD COMMUNICATE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS,AND IN THE LABORATORY THE TEST LOAD WAS IMMEDIATELY To 04CINEER OF RECORD BEFORE ANY ACTION. SOY MORE OF�DESIGN LOAD. A THE RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM IS ADEQUATE FOR IMPACT AND FATIGUE 8,A LABEL SHALL BE PLACED FOR EVERY OPENING By THE MANUFACTURER AND SHALL BE EXPOSED ON RESISTANCE AS SHOWN IN THE TEST RESULTS FROM LABORATORY. THE CENTERMAM COMPONENT 2 OR 3. AND LAST BUT NOT LESS,THE RS-1 ALUMINUM ACCORDION H113H VELOCITY SHUTTER SYSTEM MAY BE LABEL SHALL READ: INSTALLED AT HIGH VELOCITY HURRICANE ZONES(H.V.H.Z')" Rs-1 ALUMINUM ACCORDION. 2.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER.WITH ROLLINGSHIELD INC. MIAMI, FLORIDA Fy-t 25.0 kal MINIMUM(UNLESS OTHERWISE NOTED). MMI-DARE COUNTY PRODUCT CONTROL APPROVED. 3.SCREWS SHALL BE: .9. THE INSTALLATION OF THIS RS-1 ALUMINUM ACCORDION HIGH VELOCITY SHUTTER SYSTEM SHALL COMPLY AJSI SERIES 304 OR 316 STAINLESS STEEL, Fy-35kil MIN. WITH THE SPECIFICATIONS INDICATED IN THIS DRAWING PLUS ANY BUILDINO AND ZONING REGULATIONS CARBON STEEL CORROSION RESISTANT AS PER DIN 60018, Fy-50ksl. PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 4. BOLTS SHALL BE: io.THIS PRODUCT APPROVAL DOCUMENTS WILL BE VALID ONLY WHEN IT MEETS THE FOLLOWING TERMS: T4-2024 ALUMINUM ALLOY AND TEMPER, Fy- 18W MIN, -PLANS SHALL BE SIGNED &SEALED BY THE ENGINEER OF RECORD. ASTM A-307 GALVANIZED STEEL, Fy-50kel -NO MODIFICATIONS ANDIOR ALTERATIONS MAY BE MADE BY ANY MEANS. AISI SERIES 304 STAILESS STEEL. FY-36ksi MIN. 11.THIS PRODUCT APPROVAL DOCUMENTS WAS NOT PREPARED FOR A SPECIFIC SITE S. ANCHORS TO WALL SHALL BE AS FOLLOWS: pftoI)ljc-r Ridwm-m (5.1 as complying%-W%the Florida Ruildidu Cod- z. W 5" ir 4' 4-0_�TAP.ON ANCHORS�ANDl 45 MAXI-SET TAPCON,, MANUFACTURED MANUFACTURED BY I.T.W. RAMSET/RED HEAD. 1 .4 - 0 - ELCO,TEXTRON, Dew 0 .7• ,1, - 1f4"0 x 7/8'CALK-IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS FD NOTES! =� CIV 5.1.11� MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4'. 3 7 5 MINIMUM EMBEDMENT OF 1/4!�0 CALK-IN ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. . ...... ND EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 1/4-0-20 S.S.MACHINE SCREW USED TOGETHER WITH0'0 7 + R (9 12 15 19 G)'(2i 1/4-0 CALK-IN ANCHORS. 10 5.2&IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON THE ISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON NOTES 5.1.1) & 5.1.2)ABOVE. H(9)OR OF- .6's OR T + 0 (5.3) To EXISTING CONCRETE BLOCK WALU - 11/4"0 TAPCON ANCHORS AND 1/4-0 MAXI-SET TAPCON,AS MANUFACTURED BY LTW. RAMSET/RED HEAD. + 10 - /4"0 CRETE-FLEX SS4 ANCHORS,AS MANUFACTURED BY ELCO TEXTRON. - 1/4'0 x 7/8"CAUL-IN ANCHORS AS MANUFACTURED BY ALL POWERS FASTENERS D.L, NOTES: v :D 5 4,1� MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON &WEDGE-BOLT ANCHORS, IS 1 1/4". 16 2 — 'PRODucriluivisav 0 5:4 Cmptying With thr Florida 0 MINIMUM EMBEDMENT OF 1/4-0 CALK-IN ANCHORS SHALL BE ?/8- INTO THE POURED CONCRETE. c No EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 11/4-0-20 S.S. MACHINE SCREW USED TOGETHER WITH U Building coda 0 Acc;pt: tcci,ro�.olr uJ (n .Mt 1/4-0 CALK-IN ANCHORS. c nD SA)) ME THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS OR ANY VENEER BE FOUND ON w THE STING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND w LL H V)a: SAID WALL FINISHES.ANCHORAGE SHALL HE AS IND 0 INDICATED ON NOTES 5.4.1) &5.4.2)AME ct Control (56) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCROR'S MANUFACTURER. (5,7) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS 014 : DATE4=r2 2015 6 MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE ALTERNATIVES NOTES 2 4 8 920 SHEET 7 OF 9. \—e;sm %0 R F.B.C. ON SHEET-o OF 9). + (High Velocity Hurricane Zone) FLOOR MOUNTING INSTALLATION SHALL BE REMOVABLE WHEN PERFORMED ADJACENT TO AN OPERABLE EXIT TYPICAL 11 114 16 ie 21 R OR ENTRANCE DWG No:01-12 (RS1-06) TYP TOP BOTTOM SHEET 1 OF 9 o7F p q g .50012 IN • 'A s TO fO e £ O2_MALE CENTERMATE LADE �J FEMALE C£NTERMAT£ BLADE n 180' MALE' STARTER 7" 2. � � S 25'I 46. o v _ 075' .QZS• _—075' i • 2 I a OHE5 AD 7 CEILI G EAE U „� ER WALL MOUNT. OB.0. HEADER WALT MOUNT O N H D R MO NT. O8 FLOOR S/LL ���N��� I'NIN. pR000C1'RENFWED m tbrnplyuu3 with the plaids 11,043 521 2,06, Btdidinccak AccNtmcr Nol - .D1 \ G .089' BY •� R 3� ..�• X73 j � 11 STARTER ANGLE 12 ALUMINUM B.O. ANGLE �►►11�1161� 1J)ADJUSTABLE FLOOR SILL ADAPTOR THRESHOLD TRACK 14 _ALUMINUM B.0 ANGLE PRODUCTRAVISRD = i m U oumptyln2 wllh Iho pluddu Bulld,, Code AccepmncoQ •0 /w M. Bxpl Ilon Dalo 1� J" .120• .277• Ryy • ,09J" MIomlDod trclCbnlrol j .078' .062' .080' $ f 62' 72" J .060' $ I DATE: 4-22-2015 F.B.C. p 17 ADJUSTABLE FLOOR SILL (High Veloclty Hurricane zone) 15 CEILING HEADER 16 FLOOR SILADAPTOR W f LIP � 21 WALL HEADER DWG Na;01-)2 (Rs)-os) � SHEET 2 OF 9 i I ' , I 1000*AIAX' IS SSAM (010"FO' CIVR PANEL K7nm 3116-POP RIVErS AS SHOWN J,IW60 ALUM (nFri KNOB 2000"m4x _TED q LOCK BOTTQM �— seE Noir Baovv---� 7/8 LOCKING 24,Vkl.I"UP m P'-p'ma7m awr Uwaym, AND MR NO 9'-V* 's RIM" mmm Ole, A v EXISTING GLASS MIN,SEPAR4170M TO"s Ciao, 4110 rAPCON ANCHORS W/ IV MIN. EMBEDMENT INTO % CONCRETE 9 4.5"O.C. MAX., 4-OCRETE FLEX 7HICKNESS x ANCHORS W1 li"MIN. NEW EMBEDMENT INTO CONCRETE CONI (6063—T6 ALLOY& . . V, .250, 22 0 6" OX. MAX OR TEMPER)ALUM, PLATE 0 CALK—IN ANCHORS W/ INTO CONCRETEAT 4"O.C. MAX. MIN' EMBEDMENT MALEIE&AU BLADE DETAIL OF CLEAR PANEL LOCATIONz OR PRODUCTROVISAD RIC"nop Old l; 13xpt 1 MAXIMUM NUMBER OF CLEAR PANELS PER SHUTTER 0 N w !�an w musr NOT Excaow FOUR(4)NPEOL?ACCORDION AND '.4 A ftDmki LOCATED M AT EACH SIDE OF THE CENTERMArEs ODUCTRYNEWED STARTED AT THIRD m4ae AFTER THE owmhfms ao emplying with f1w Florida Oct 8p i AND THE SECOND ONE FOURTH BLADE AFTER, TYPICAL Building C.& wniD Oct on I jkO.'v AT EACH SIDE OF THE SHUTTER. 114-0-20 S.S. tar�Noj —0 5,(21 M W f) /Nur 4- wAsHER atc O.C. OR J10 314' SME; 1EB=XF* 4.5"O.C. i DAM 22-2015 CLEAR PANEL SHALL RE LEX4N RESIN II 103—112 UPOURED SLAB IF (W STABILIZED) OR EQUIVALENT COMPARABLE TO CONCRETE APPLICABLE F.B.C. G.C. LEXAN POLYMER SHEET J90-34, REQUIRED (H3qh wo.1ty Harric-ane Zone) THERMOPLASTIC POLYMER TENSILE STRENGTH I'Y-8.19ksi, F6-12,9ks1, E=328.7ksi TYPICAL CONNECTION WITH ALVAj1.XVm PLA DWG No.01—12 (RS1—06) ONLY FOR WINDOW :9W -----_ISHEEr 2A OF 9 a t5mmal EDGE OF CONCRETE CONCRETE ANCHORS E OF POUREDPOURED CONCRETE IF EaoE OF CONCRETEAPPUCAULE REQUHEO (SEE SCHEDULE ON SHEET 7) CONCRETE B' •CONCRETE IF REWIREDCONCRETE ANCHORSAPPLCABLi APPLICABLE ( E SCHEDULE ON SHEET 7)E.D:SSHFPT7 E..SEE SHEEL 7CONCREE•D: E.0'. . d ECCE Op ,EUCIE IF to 41 m• APPLICABLE IR!¢ qm . � Ef) •' EO EG y3 EXISTING I r,- n ♦ h CLASS All E%ISTING a . Ili I �!i GLASS li �MIN.ro CLASS ON I ' �' MIN.SEPARATION I (SEE SCHEDULE TO CLASS •1 ut I EDULE ON SHEET 6) I ' g I TO SEE HEET IL Q CEILING HEADER MOUNTING INSTAL I ATION8$ Q3 CEILING HEADER MOUNTING INSTALLATION ■c ail 1 { MIN.SEPARATIONON GLASS li II 1 ttyy �W�J� � (SEE ON SHEET6) 1 I �d g'a I MIN.SECPATIONII GLASS ISTING It II(SEES SCHEDULE ALTERNATE ON SHEET D) ANCHO ocoIII u > i MIN. I I p '*• .,N RPO R CONCRETE 1y I POURED �BY ®112�O,C5.6.S.D.S. REWIRED 14x7/4"S.S,S,D.9, 'k CONCRETE .IN. i L O 1Z"O.C. REQUIRED 1 �/0 R\CQi• i • ^ 'I Wi1/111111111 I .QED. EE'SHF,ET 7' ••a• • • ;I .,.1�2" e : • PRODUCi'RHVISED O EDGE OF 6.D.'SLE'SHEEf 7 E.D.9EE SHEEP 7 E.D.SEE SHEEP 7 SUB IFS. , EO OF EDGE OF-/ •� es C*mptying lvllh lh*ItlOddo U APPLICABLE V S IF SLAB IF V S�IABE�F building Gino 0JW •: ••� v M UC APPLICABLE - APPLICADIE ACC*pl*nc*NoIS D q Sxpl Ion Dat* ALTERNATE CONCRETE ANCHORS CONCRETE ANCHORS )7d ' LOCACAnON (SEE SCHEDULE ON 7)• (SEE SCHEDULE ON SHEET 7) 8Y I Mlw D tctL'ontr*I S I 20 MLLA ADJUSTAWS—ROOR ® SILL & ADJUSTABLE FLOOR MOUNTING INSTALLATION 1 PRODUCT RENT.'WGD ' w complying with the Floridai SwIdi*g Code DATE: 4-22-2015 Acccplatce No�,�-O „p� F.B.C. { Say Data Y1AToo Z2 (High Velooity Hurrtcano ZOnO) Mi*m"tin Con^nTDWG No:01-12 (RSI-06) I SHEET 3 OF 9 i r j . CONCRETE ANCHORS 3 Cy POURED CONCRETE (SEE SCHEDULE ON SHEET 7) CCC POURED CONCRETE POURED CONCRETE I OR CONCRETE BLOCK OR CONCRETE BLOCK ti REQUIRED DR CONCRETE BLOCK EOl11REO CONCRETE ANCHORS REQUIRED 1/4'/-20 S.S.M.S. D CONCRETE ANCHORS (SEE SCHEDULE ON SHEET 7) W/NUT d:WASHER �• (SEE SCHEDULE ON SHEET 7) 'a'• r d \ O B^D.C.OR A14>a3 nd (1 1� a s,B.s.D.s.a o^D.C. O7 Ldp1 p ED • I ', •' v II T.! Ch •,- ,. . a..••. '' 181 1911 �Jm a• ''Ca•..•'' IIIlI ILII ��„ n , EXIBTINO •MIN.SEPARATION I ex EXISTING MW.SEPARATION I I I N� EX—G MIN.SEPARATION GLASS TD GLASS CUSS TO CLASS ( GLASS T9 GLASS i I ' ^ I I I i SEE SCHEDULE 1��+ I 1 + I s I ON SHEET 6) 1 03 (SEE SCHEDULE I I I �� (ON SHEEP 6) I I yNo ON SHEET 6 I I I I 1 c j 05 L MOUNTING 1NSTALLATION ® 8.0. HEADER WALL MOUNTING INSTALLATION 07 B o CEILING HEADER MOUNTING INSTALLATION p POURED CONCRETE fy RRR OR CONCRETE BLOCK REQUIRED CONCRETE ANCHORS I � (SEE SCHEDULE ON SHEET 7) COSTING i MIN.SEPARATION 1 To 0 MIN.TO GU55 SIGP=11ON I I Zlym CLASS I (SEE SC EH HED I I i e �.,'. A`• �v:�7 I < ` (SEE SCHEDULE I ! Loh •e•. a�' ON SHEET 8) I I #143/4' 5 S U4A I I �1 N �T• ��{ E ON SHEET 6) I I I y; 3 0 1 612.O.C. I CEn ri 1 v N Y CJ I�I � rl II I �� �I \ of� s z �+ A 1'E 3/B• d I "; C� POURED I fag,• n•f n MIN. 4 I CONCRETE REQUIRED I I I� �,O•R i t.'�'••• a.. �e ,,a ALTEflNAOR I �3 ''� p. ~• 3 LOCATION . '•', '!0 ,••,••a• E)QSRNGI MIN.SEPARATION 4, cuss To cuss 9 (SEE SCHEDULE 1 i ICI a• = f :E101'a •'i • .'•' ••• • ON SHEET 6) I '{ `^ �3 E.Q. E.O. E.O. E.0 PRODUCT REVISED O i , SSHEET•• E. '•SE,SHEET 7•• �' �I ! ac complying wb the Floddo U I e a.' 1 •A• Bullding Code til •a 1/4'0-20 S.S.M.S. AeccPtance No •' 14 o s•o c.oR X14 s%4� Expl uon Dala !7 ao CONCRETE ANCHORS POURED CONCRETE (SEE SCHEDULE ON SHEET 7) OR CONCRETE BLOCK SS.S.D.S.a 0'O.C. BI REQUIRED U UctCo0lrol s ONCRETE ANCHORS r 1 t�9 THRESHOLD FLOOR MOUNTING INWALL MOUNTING INsTALLATIODI,OOUCT MP.NCWE17 (SEE SCHEDULE ON SHEET 7) • C to wmPlving with the Harr!:• DATE: 4-22-2015 ifs} Building CO& _ B.O. SILL & ADJUSTABLE 8 Q�2s0/ OOR M UNTING INSTALLATION F.B.C. (High Velocity Hurricane Zone) EY h1i ,duct aneul DWG No:01-12 (01-06) : SHEET 4 OF 9 } t f i I POr57ED CM'dPE7F oR LzntRE7E BLOCX WALL lrEOpRm PoLam o0A'CREr£DR COHCRE7E •LkNLFop AMfNORS o 17' 21P UN.WOOD SNOS •mM1YJrElE AMM !s'0.0 FOR MOCK WALL C R[ 0.O fw J'MN E:a/M (S APPLr4W4 G q J'NMI.CA PDR s.5.0R 2'USE 25'M s'I/SS-L'ONCREIf - d 4 CCNCRE7E ANCHMS Ar e'ac Gvwm�'� EDSIRIG GLASS ALIO7AM5 Ar 6' -------b ------_----------------- —....... — J - _—�_-_-_-_..__--_---_ (170+ .CVhCRErEAHC710RS m r2 m G �+ +�O+ ¢ � b 6c+®®+� ��BgOR ® to ORsi�ecavcwa�7c �� � ®+jR uaavAre ac 3 ------ ------ - ---- /I4w� sxs cuss—, E ------'------------ - ---- - - exrsnve -----^------ ar re i -------------- --- -- ----_.�._—.�._ Y. ----------------- - _ KU ADP -----.....�--�-. — o -- - - - --- ED I rYp 2 O 1 ' / Coe aruua I m 3 .� 4 IF p Of?COA 7ce"E"E7e ! 7 / eLTrp. , jL kly I/t!ALO SCREWS O 8.O.C. I rDP a BDTTDAI 1 w 7 r ro�asn7�w�o. i ��) 12"MIN { s rioN A—A -- -------- sEcnoN e ----- oumHo cuss END_ CLOSURE ALTERNATE — 4 _-- --- ----------------------- PRODUCT RENEWED ttAn1 ----19--------- as plying u+uh Liw Flouts ,. dkj HuifdirytCode 1� .�.� +MR R pcnpcanGo NoLp,-o72S.o I IM,J/�•Sxs,as J(re/ Li + Explrqtlon Data .207.11 ALL.POP RXT o 1 o.c ■5 6 19 &®+ lel® ie ey cAa 1 -- ----- --------------------- - ------------------ duct CAmtral SECTION F '� d o --- ----- ■ Q,z rt - ----`-- =------ -- - - R. Epb C42 2 2 ouL HrLav xNEas xnH a41a sr LroO cave mtav DuroE,ner ND 1 OR© 2171r a'cavi to.Uwe;Ar 7LW of/Nrom suis SPACED mr 1 FASIENEO W nT �►1'H hjlT/ O OR ALUM. ow No.11 or j'xm HFAO PR!SCNEn L i 0.490.0AME ER By o.5vo•Hnom OUM MW No La MM,Ar IDP OV AND 507NM m E"IXT&WOS sur FASIEVED No?ONE Ha 14 8r J \\ ' NOtr'•.: I 4 1TP NEA HEN RN SCREWS `' .• j 3 3 TTP, o.4vo'DIWEIER or am'law oww-MM HO OR=Ar rOP AND s iP11/5'oav7 TOP d 50T7DM Donau of EAO/wmaR Sur.FAMEV 57M ONE NR 04.BY J•HDD y 7UBL' MO)RN Mom KVM. TTP, r7(r7Ooa2' i 4 TOP a BOTreM SECTION D taxi ALLuc a 7JO ouuE»Dr ar ss Lonc uwaNu Loci PRL Ar rep Aro eorro+ AAOle OF EACH LeCrmV sur,FASRNED 101H oNE 10-24 or 0.uo'Low t �r4.J/s r.s 4 n UMe 7vRH sa Em. A S�_ . J/le'I h+,JN Pa.s, Aum.POP R o SM,S oR J IBY /'as faPl 1 OR© 1 0R@9coxr., SECTION C 7,4'dDS WOOD Mth I/4%UO SCREWS O 9'o,c. � SECTION E S7UAS RE00. W//I r/1'MIN.1747EADE0 t fRE0MEN7 1D E7HSRN0 WOOD, PRODUCPRHVISED 0 tt21r/e•oR JSrJlovo• £X1S°NO CLASS- ying peomplwldrlhePlorldu U ArMa mse fwaJ-ra ALLOY d:r61LPER) Bu oovl Codo' NOTES FOR LOCKING OF(7)8n ''yy Acapwnce No -DSD p�Lj PUSH BOTTOM LOCK$ MAY Sr USED FOR INSrALLAITONS 4 B1cp lion D/too I7< I 217,T/M nw sac KWL SECURED FROM TH SIDE OR INSIDE OF SHUTTER• aNrRB lOP/6W7DM W/ WHEN INSrN.fJNO hgOM TH€°UTSDE,A 7/8.0 HOLE q Y I j (4).7/16 A0.m.PoP RNETS oR M SE ORl(LEO r(J)ANO(2q MUST RE METED FROM z ly I/7 M MI duet Control tI ((/��ro11v��/ii4•SM,s�.�m NRE ARo Rf£'84CK(N'(�i 70 TT7£FRDNTW/(7J1/15 0 ALUM.POP % L7 MGKws K I/ rAICLWS RNEIS.A J/ 0 HOLE MUST THEN t LWlCLEO AT®ro ------ {E! Sfb ALLOW FDR PI 7➢PASS THRU. -- WH((E��NµfN�S(fNO FRD,V IHt;rNSIDf,®MUST°E RMEO ro3YTilbJ BET CZLF INS J AN0lg;�LLO�FOR - - X2r C PSSTHRaDATE: c4-22-7.D15 S 0?APPMAN EW of SLO 5116 Ky.LOCK R6 MAY B£USED ALTE77NATAULY T°®LOCK r•B.C. Ir APREo15x FOR IWMLAITO S SECURED FROM THE OUTSRTE OR INNSIDE (High Velocity Hurricane Zone) OF SHUTTER.I 7HIS E;A 5/I6'Y N STNLL 6BE r7IULLED IERU ANO J NOLE/1611,117 2 SNAL!RE POST CONNECTION TAPPED Toa T UIREIDS PER INCN ACHNE SCREW. ,SECTION G DWG No:01-12 (RSI-06) �� SHEET 5 Or 9 j MAXIMUM DESIGN PRESSURE RATING "W" 62 s IS AND GORRESPDND/NG MAXIMUM SPAN L" SCHEDULE a MAXIMUM ALLOWABLE DESIGN SPANS MINMUM SEPARATON ` q� a JAVO' WVAl TO CLASS(h.) (1)L+.ALLOWWLE SPAN DUE m POS7TIw DESWYH Lao+W(n6 �T@gABL wNH0LOAD SEC77ONS 6 To 8 SEC17ONS I.2&9 SECTIONS J 4f 4 SL710N 10 pp,.mxnmR xtrTl D)AM L ACLOWAIXE SPAN DUE 1D AfY:ARVE DESIGN LOAD-W(Prq DEVON'W' WALL MOUN77NO ROOR/CE711N0 MOON FLODR/CEHR/0 MOF/ WALL MOUN17NO fun mra+i oW �m'�' 1N .b�_a• w=v Luwnav or u Iyypp ,9y (P•El) lNSTALUTONS STALUTIONS INSTALURONS lNSTALU770NmyJa, �.o °f'Apr Z Mua�an (PVEN POMMS IN OAD(pi)ANP NEClTT/E LOAD(W-) ��io •�` M 1OEvnFr TYPE Or INSrALURON(WNL MOUNRNO,FLOOR 30 J2'-4 12'-4-__ 111-4- 12'-4" '2'-4- W-4' 12'-4" 12'-4" 2 J 4' MDutmNO•-Em). 12- - 12-4" 12'-4 12'-4" 12=4" 2 3 4' _ sW -OETWMM'E vACtl'OF L+AND L-EFW!TABLE 40 12'-4" 12'-4" 4" 12'-4" 12'-4 12'-4" 12'-4" 12'-4` .2 J/4" FM AMUMUM ALLOWABLE SPAN SNNL BE EQUA[TO THE 45 11'-10" 11'-10" J1'-10" 1!'-l0 12'-4" 12'-4" f2'-1', 12'-3 7. J 4' ?nA=I-OF VALUES OF L+ANDL- 50 11'-3" 11'-J" 11'-5" 1 f'-S' 12'-4" 12'-4' f 1'-1 1" 12'-1 2 J14 rJ,AFrm THE AAMUN ALLOWABLE SPAN HECK SCHEDULE ME 55 /0'-8" 12'-4*11'-0" 12'-4" 12'-4" i V-8' 12'-0" J. 2 3/4' M OBTAIN MA%NUM ANCHOR SPACWC 60 10'-3" 10'-J" 10'-7" 10'-7 12'-0" 12'-4" 1 P-6" 11'-10 2 J14- REWEIMER TO SELECT ANCHOR SPACLO USIVO NMRVE DEM 65 9'-10" 9'-10"• 10'-2" 10'-2" 11'-6" 12'-4' 11'-J" 11'-9" 2 314- Lw(W PQ 70 9'-6" 9'-6" 9'-9' 9'-9" 11'-1" f2'-4" 11'-f" 11'-6" 2 J 4" 75 9'-2" 9'-2" 9'-4 9'-4" 10'-9' 12'-4" f0'-10" 11-4" 2 314" 80 8'-10" 8'-10" 9'-4" 9'-4" i0'-5" 12-4` 10'-8" 111-2, •2 J14 85 8'-7" W'-7` 9'-0' 9'-4" JO'-1' f2'-4 10'-5" i1'-0 2 J 4" �•NYLON WHEELS WRH 0,490'By 1.100"LONG NYLON GUIDE WITH NO �o L0. MARKS, AT TOP OF(NTEMOR S1Ar5 SPACED EQUALLY. FASTENED WITH 90 8'-4" 8'-4" 8'-9" 9'�7" 9'-10' 12'-4" 10'-3" 10'-10" 2 J 4 ONE NO. 14 BY 3'HEX HEAD PIN SCREWS. C 95 7'-8" 8'-2' 8'-6" 9'-J" 9'-6" f2'-4" 10'-O' f0'-8' 2 3Y4" 2 3 4' 0.490"OWAH£1ER 8Y 0.590'NYLON CUlOE WITH NO H.D. MARKS,AT TOP F - 100 6'-10" 7'-11" 8'-4' 9'-1" 9'-4• 12'-¢" g'-f0" 10-G" 2 J 4" 2 J/4' AND BOTTOM OF EACH EXTERIOR SIAL FASTENED WITH ONE NO. 14 BY J" 105 6-3" 7'-9" 8'-1" 8'-10" 8'-10" 12.'-2' 9'-7" 10'-5" 2 J 4" 2 314. HEX HEAD PIN SCREWS. ■ a_�d 110 5'-6" 7'-7" 7'-9" 8'-8" 8'-6" T, 9'-5" 10"-J" 2 J14 2 J 4 0.490"DMUETER 8Y 0.820'NYLON GU/OE WW No MARKS AT TOP AND 115 4'-10" 7'-5" 7'-3" 8'-6" 8=0" 1 f'-8" 9'-2' 10'-2" 2 314 2.314- BOrmbf OF EACH INTERIOR SLAT, FASTENED WIrH ONE NO. 14 BY J'HEX LL1 ti f 120 4'-2" 7'-J" 7'-2" 8'-J" 7'-7" J1'-51 9'-0' f0'-1" 2 314" 2 3/4" AHED PIN SCREWS 125 3'-6" 7'=f" 7'-O" 8'-1" 7'-3" 11'-2" - 10'-0' 2 3 4" 2 J 4' O.JSO'DIAMErM BY 24"LONG ALUMINUM LOCK PIN,AT TDP AND BOTTOM \��\� '1.LA(V(�loll/ �(�/����I 1J0 - 6'-11" 7'-1J' 7'-0" 10'-11" - 9'-10" 2 314 2 J 4 OP EACH LOCKING SUT FASTENED WNN ONE)0-24 BY 0.4J0"LONO \ ••�'7 135 - 6'-10" - 7'-JO" 6'-9" f0'-9" - 9'-9" 2 J 4" 2 3 4" THOMB TURN SCREWS ` • � � •7� 140 - 6'-B' - 7'-8" 6'-6" 10'-7" - 9'-8" 2 314 2 314- _F 4" f• .t 145 - 6'-7" 7'_6• 6•_g" 10'-4„ _ 9'-7" 2 J 4" 2 J 4" 150 - 6'-6' - 7'-1" 6'-0" 10'-2" - 9'-6" 2 314 2 J/4" AL>SWTI ES 011:t4: 155 - 6'-4" - 6'-9" 5'-JO" 10'-0" - 9'-5" 2 J 4' 2 3 4" �0 SECRONS r1 k(Z)ON THESE CROUPS CAN BE COMBINED AND 160 - 6'-3" - 6'-5" 5'-8" 9'-T 0" - 9'-4" 2 314' 2 J14 MOSr eE TAKr71 THE LOWEST SPAN �• 165 - 6'-2" - 6'-0" 5A__6" 9'-9" - 9'-4" 2 f 2" 2 J14 e)SECRONS 1 t,121 ON THESE CROUPS CAN BE COMBNED AND 170 - 5'_111 5'-8" 5'-4" 9'-7" - 9'-J" 2 112" 2 3 4" NDsr eE sAx LOWEST SPAN. /�� Alm 175 - 5'-6' - 5'-4" 5'-2' 9'-5" - 9'-1" 2 1 2" 2314 tllll��)�1���, 180 I - 5'-2' - 4'-ff" 5'-0" 9'-4" - 9'-0' 2 1 2" 2 314" 185 - 4'-JO" - 4'-7' 4'-f0" 9'-0" - 8'-11` 2 1 2" 2 J 4" PtRDDtICT1RHV15ED 18D - 4'-5" - 4'-2' 4'-9" 8'-10' - W'-9" 2 1 2" 2 J/4" 10 OBTAN ULRAUTE ISPHD PRESSURE-�StawA°�Tnuo PHrscUxE mcomplylag tvOL[he Florida i9s00 - 4'-1" - 3'-!0" 4'-8" 8'-6' - 8'-6" 2 1 2" 2 314 SQTLEooa,r OB Buildrnp cod. Lv 200 - 3'-6" - 3'-6' 4'-7" 8'-O" - 8'-0" 2 1 2" 2 J14' 107941E ".1 187 Pd AcaptonceNo 0.e 6t�i ioe Dote Dy I Mian n tot LVntr.t PRODUCTRL:NFINEP m complying with the Fl.ttid:', Building Code SCALE Acceptwtce No y_ S.O f DATE: 4-22-2015 " '�'D/"`�� z2 F.B.C. DY�.t�„- z (High Velocity Hurricane Zone) M' t u-.�,on DWG No:01-12 (RSI-06) SHEET 6 OF 9 f i MAXIMUM WIND LOAD b SI,N PREss IRN:'U"AND MAXIMUM WIND LOAD DESIGN PRESSURE 9't" MAXIMUM WIND LOAD DESIGN PRESSURE'W' MAXIMUM WIND LOAD DESIGN PRESSURE •V/"AND L CORRESPONDING MAXIMUM AIS:HOR PA (L) ti AND ORR SPONDIN• eXIMI IM ANCHOR ,AND CORRESPONDING MAXIMUM ANCHOR K s -- IND n �.'D I SPACING`(_J=p� Crn••gRESPONDINO MAXIMUM_ANCHOR SPACING (In.) c H D 1 � 1$ I[� In cGHE U F, SPACING In.) SCHEDULE, q A 8 WALL MOUNTING WALL IdOUNTINO CEILING&FLOOR CEILING&FLOOR WALL MOUNTING WALL MOUNTING rn y� p INSTALLATION AT TOP INS7ALWTION AT 70P MOUNTING INS7ALIAMON No INSTALLATION INSTALLATION AT TOP INSTALLATION AT TOP. OR BOTTOM OR BOTTOM MAXIMUM MAI[IMUM MAXIMUM w7css p LLOWABL AT TOP OR BOTTOM AT TOP OR BOTTOM OR BOTTOM OR BOTTOM A 'g ALLOWABLE (SECTIONS 6 THRU 8)SECTIONS a THRU 8) ALLOWABLE (SECTIONS I,2&8) (SECTIONS 3&4) (SECTIONS 5 THRU a)(SECTIONS a THRV e) 3 DESIGN (la CONCRL7EJ L70 MLSORRIG DESIGN (ro CORCAL7D A�'�� ([v mN0109 ��H� Dv mwam0 OO w6aNR0N �` K LOAD'W' SHUTT R SPAN SHUTTER SPAN I LOAD'W' SHUTiTA SPAN LOAD W SHUTT SPAN LOAD'W' SHUTTER SPA SHUTTER 9P _9 a,_a, a._a. a._a. A.-9• e•-o• e'-e• (P...l.) a,_a. a._o. a•-e• (P.a.t.) a. all �. a•_a. a,_a. (P.e.l•) e•-o• a'.a a•-r e'••o• 5•-0• e•-e• � Z��� oa LlLB ro TO NAC oR Las is t m OR L013 TO 70 MWL OR lFS9 ro T9 W. OA Gcea ro 10 L1lL OR lass ro ro ANX, 3 °''°•_ AlLOWW W-r ADAWr9 W-r ALLOW W-1• AG9W[A D 9 9 8 LESS THAN 30.0 LESS THAN 30. LESS THAN 30.0 9 9 9 LESS THAN 30.0 8 B 9 9 9 8 �= 6 9 B 9 9 9 9 9 9 9 9 9 9 9 9 .9 8 9 B Y 9 B 9 9 7 1 5 8 7.5 6 9 B 6.5 9 9 9 B 7 JS H FROM •B 9 d 9 9 B FROM 9 9 B FROM 9 B 8 - FROM 9 9 9 B 9 7,5 >30.0 TO BOA 9 g 9 9 9 7 >30.0 TO 80.0 9 7,3 6 >J0.0 TO 00,0 9 9 B )30.0 TO 80.0 p p g 9 9 5.5 9 9 9 B 5.5 4 9 6.5 55 D 6 5.5 FROM D 9 7 9 6 a/a FROM )60.0 TO 70A 9 9 B 9 B 8.5 >1 FROM TO 70.0 9 B d >60.OTD 70.0 9 9 8 >500 TTO 70.0 B B B 9 B 45 D D 9 9 8 B 9 6;3 as 9 d as 9 B 5 9 9 .15 FROM 9 9 9 4 J.5 8 J,S S 9 7 4.5 9 9 6 D 4.3 n/v )70.0 TO 80.0 9 D 6,3 B d 7,3 FROM FROM FROM )70.0 TO 00.0 9 B 76 >70.0 70 80.0 9 g 7 )70.0 TD 80.0 B '8 7 8 B J.9 B B B B 6 3.3 9 5.3 S 9 7 4.3 9 B B 9515 25 .` FROM 9 9 6 B 3.5 n/a &9 5 4,5 9 B 4 9 &5 4 d 0/0 Vo 21 21 �¢ >e0.0 TO 90.0 9 9 rl/a 9 B,5 FRO FROM FROM B 8 9 n� n/a >80.0 TO M 90.0 9 7 65 )80.0 TO 80.0 9 B 5 >80.0 TO 90.0 S B B 9 9.5 yC Q r✓ 9 5 n/v d.3 S 4.5 9 B 4 9 B S 9 4 FROM 9 7 J n/v 7.6 AS AS 9 &5 JS 9 S J.6 7.5 V. n/v pl d'ag >S0.0 TO 100.0 9 B 9 B FROM FROM FROM •�b a n/o >g0.0 70 100.0 9 B,S B )90.0 TO 100.0 9 d 3.3 )80.0 TO 100.0 9 B 5 9 4 � 9 B r[/a 8 4.5 n/v 8 4.5 4.5 B 55 J.3 9 7 4 9 J FROM 9 B rvu 5,5 n/a n/a FROM 6.5 4 n/v B A5 J.3 D 4 n/ B V ��i'I`''' )100,0 TO 120.0 &5 4 n/v 9 5 FROM FROM ��• " 4 / n/a >100.0 TO 120.0 9 55 [t/ )100.0 TO 120.0 9 B.5 6 >IOD.O TO 120.0 B 5 3.5 9 7 9 n/v 75 3 n/v 6.5 4 n/v 7.3 4.5 5.5 B 4.5 J 9 2.5 9 7 A/ 4 V✓ n/o FROM SS J.J n/v FROM B.6 4 3 FROM B J n/ 4 V. n/v 'of FROM i 720.0 TO 140.0 d J.5 n/v 7.5 4.5 A/a >720.0 TO 140.0 8 5 V. 120.0 TO 140.0 9 6 A5 >120.0 TO 140.0 9 4 J S V n/a _ 7 d n/v 5.5 J n/v 5.5 J,5 n/a &5 4 J 9 J,5 2.5 3.5 n/v a/v *w t FR a 6 J r/ n/v 5 3.5 n/v 0 J5 J 7 V. n/v 0 IV- � �•-x >140.0 TO 180.0 6.3 J,5 R/v 6 4 n/a FROM FROM FROM )140.0 10 780.0 7 5.0 n/o )740.0 TO 180.0 B,5 S 4.8 )140.0 O70 160.0 D J "A4.6 d.5 7 n/a 4 J n/a 5 7,5 r(/o 6,5 J.6 J 8.5 7.3 R/a J.5 n/a n/a 7.5 5 4 J5 nD S J / I n/a n/v n/D A/a , n v S 0/0 v FROM FROM / FROM FROM / Al. ''� no/. >Ie0.0 TO 18010 B J n/o 5 4 rl/a >160.0 TO 180.0 6.5 n/a n/v >100.0 TO 150.0 7.5 4.5 4 >160.0 TO 180.0 7 n/a n/v d ' � F 0 e n/a S5 J n/v 4.5 a/v n/a 5 J 2.5 6 nED /o n/aj2.W5 O PROM 9 % °� 4 °� VO40 n/D n/a 4,5 J n/v 4 n/a n o PRODUCTRwith theU )180A TO 200A 9 FROy / Ds ll,$Qdwllhlha Floddnn/a J5 n/o n/o >1e00 0 3 n/v )780.0 TO 200.0 7 4 n/v )780.0 TD 200.0 6.5 lldll CodeAemplanm ND O+:E4.5 n/D 4.5l/v 8xp1 Ibn Dal° � ,)70 MAXLLIUM ANCHOR SPACINGS FOR TAPCON,MAXI-SET BYi ° TAPCONS OR CRETE-FLEX SS4 ARE VALID FOR J 1/2" ¢L aI � EDGE DISTANCE (PRODUCT REINEA+gE7 FOR EDGE DISTANCE LESS THAN J de awnp,ylnR wrth[hc Floods 1/2',REDUCE ANCHOR SPACING By E BELLOW ' FA9=MRSPACINC GIVEN ON SCHEDULE IS THE BELLOW 9uRd[ng r,,& ANCHORS THE MINIMUM1/2'. EDGE DISTANCE FOR CALK-IN Aoogxmlc NO .( 0 DATE: q✓22-20)5 ANCHORS IS 2 1/2'. TA MINIMUM ANCHOR eP,7CpIMIp 8,y nll Ds[e�b Z�/ FGR TAy`,tiH.IsaXl_crr 7�Lr+ue n.r..-.�n rTTii F.B.C. SSA IS�'0.., uD 7 1/Y POR nlK-IN Aur HOf7S ) ANCHOR LEGEND .• EXlS77NC E D. (ACTOR TAPCON 0R g tct Co (High Velocity Hurricone Zone) I J 80 CRLTE7 SS4 DWG No:01-]2 (R51^08) 2 1/2' .73 CALK-IN 2' so SHEET 7 OF 9 . 1 NOTE; c ALL WOOD MEMBERS SHALL COMPLIED WRH hIL RECOMMENDED INSTALLATIONS AT STRUCTURAL WOOD MEMBERS � _ NATIONAL QES2GN SPECIFICATIONS CUR A EDBION.MINIMUM FD.2000 pct PECIFiC CRAVRT OF 0_ $ it @ STOOD' STOCOO STCCO ij e 4 0 G {A ; „! 1/4'/LAG SCREWS i 8"OC, " x]81 (I Tf4 p UG'SCREWS "O.C.. 1/4'/LAO SCREWS 0 6'D.C. i Wj.1 1//1'MIN n W/ 1 1//2'MIN.THREADED i?v W/1 12`MIN,THREADED N p EMBEQMENF T IX4SRNG t:. EMOEOMENT TO EXtSTiN6 WOOD HEADER. T EXISTING W000 dqKQ it HEADER, - HEADER. 1 Ta {I 5 ' 6 OR 21 12 M I) 1111 \ t ice. I \ !III Nz I � ~ '$$ II ILII ,•;r•a•;w' IIII IIII 3� '«,,+L:nr.,�lt,'". III I� �'� ",:a+y,��; IIII ISI t 1' I (� �' •7i •• . z "'• u EWING MIN. C 111 S •, ETOSnNO MIN, �2 I EXISTING MIN, I EXIS INO I 2"x4"WOOD •EI I 2'x4'WOOD I I EASnRC I 2'x4'WOOD i 1 0 I HEADER REQUIRED 1, o HEADER REQUIRED EXTSn HEADER REQUIRED ^� GUaSB� MIN,SEPARATION y�c CLASS `' 11 I 1 yp I (SEE SCHEDULE I ( I TR I MIN.SEPARATION TO GLASS ( I rS 16 Ta I MIN.SEPARA-T OIASS I I I SEE SCHEDULE ON SHEET 6 1 I I ON SHEET 6 I I I n SEE SCHEDUUT ON SHEET 6 R" I I I I �'� S 10 WALL CONNECTION AT TOP 12 WALL CONNECTION AT TOP @ B Q WALL CONNECTION AT Teed m i «�snNG--�A 1 �� ExLSTsaG GLASS �7 `" I I avi GLASS I I I � 1 MIN,SEPARATION TO GL/SS I I 1/�fOt3/4' 77 (SEE SCHEDULE DN SHEEP 8 I I $•S.S•D.S. Y MIN.SEPARATION TO GiA55 { •f� I I I MIN.SEPARATION m GCASS I I ti I 10 i2`O.C. T SEE SCHEDULE ON SHEET 6 I i i 1 I SEE SCHEDULE ON SHEET 8 6 0 i I d F]LISTWC 1 S I I 0 1 ( 1 '•� 1 C I � GLAss IIII MIN" IT, IIII ImI o I III ITI 1; S 1 G t i ili1 12i II IIII III I WALL I I ILII )I WALL II I Y FINISH ALTENHATE g FINISH 0 FRI SH I{I I 1 ANCH6R LOCATIONS k *iA:Lf�v;i �'."::,•at.�'r� 9 ///!11111111\1� hL. ; g 4 6 OR 14 0 Ny, d xPRODUC7MISED (�j I i.,• ,,,j; 1/R"/-2D S.S.M.S. pWld ng Indoviththe Ptorfdn ., W/NUT h WASHER A• 0 9'O.C.ORT4x 3J4' A6oepun60 No -D OJ T/4'/LAD SCREWS 0 8`0.0. V. 1/4'6 LAG SCREWS 0 6'O.C. 31; 5$s.ORD.S.0 0"O.C. 8%Pt Ion 1.')bio0 X17� ' w/1 1 Y MIN,THREADED 'i;'' W/1 1 2'MIN.THREADED y.+ EMBEDM�NT m E%IS11N0 WQ00 " EMDEDMENC m ETGSRNG WOOD '„'n'"' 1/4",,,tA0 SCREWS 0 6'D.C. SND. ,•w" STUD. 11 RODULTRVNEWUD T ED pWtd�C..oe�the Florida �-'+ EMDEOM(NT TONEXISnNO WOOD Aooep,a, Nn l ;ly^fG,-,L4},,,�,.Jr p� STUD. � E%BTfNO MIN.2'x4'SNO5 DCL5T1N0 Ai1N.2'x4'STUDS � 'a `l �'Z E7Li57iN0 MIN.2 i4"STUDS SCALE: —22 0 IS'O.C.,MO.REWD. 0 16,O.C.M7f.REQ'D. B13y.�� 0 IB'O.C.MAX.REQD. DATE: 4.B.C.15 F.B.C. 91 WALL. GONNECTION AT BOTTOM 14 WALL CONNECTION AT BOTTOM 16 13,0 W L��19N AT B TT M Ih+9h Votoclty tturrloo a zone) i DING No:01-12 (RSI-0$) € : SHEET 8 OF 9 { I I e t I NOTE.. ALL WOOD MEMBERS SHALL COMPLIED WITH THE RECOMMENDED INSTALLATIONS AT -STRUCTURAL WOOD MEMBERS gg NATIONAL DES"SPECIFICATIONS"RENT EUTTION.MINIMUM OF STRUCTURAL GRADE xx Fb-2000 P11 AND SPECIFIC GRAWN OF 0.55 1 4 4 2-MIN,F.D. 21 MIN, F n- OE OE OF APPLICABLE) , . CABLE) R ii EDGE I (IF APPLICABLE) EDii (IF APPLICABLE} -EDGE (IF APPLICABLE}-\ EXISTING MOD 12 4 EXISTING WOOD TRUSSES OR 666 TRUSSES OR RAFTER 6 24- RAFTER 0 24' 1 D.C.REQUIRED VM D.C.REOURED I'I EXISTING SOFFITEXISTING SOFFIT (4 /--3/4"Max.TW. 3/4'Max,T1x Pi44 I'x4'xl/S*CONT.ALUM,TUBE ��/ CO UM.TUBE !..S.W's 0 4 0 ��/041.sw- CONT. WLI 11/4�1 0 MAX. (60 Sj (gg� "CaLa WS �H I"OR L TO EACH OR TAG LAG SCREWS RUSS.LOCATE LAG SCREWS AT TRUSS.LOCATE LAG SCREWS AT MOMTH OF EXISTING WOOD MIDWIDTH OF EXISTING WOOD I I i I t ' MEMBER, 2' 11 MEMBER.(2'VA.NOMINI41. M W. '�'l EXISiTNGI PENETRATION WIDTH)W1 2 Min.PENETRATION OF BEADED THIS CLASS OF .ij AREA.THIS CLASS AI INSTALLATION 1.450 Y VAUD FOR EXISTING INSTALLATION IS ONLY YAW FOR ♦ WOOD W/MIN.SPECIFIC GRNATY III I I WOOD V/MIM SPECIFIC GRAVV MIN.SEPARATION I 11MIN.SEPAPAMON OF OAS. I OF 0,55. TO GLASS !(SEE SCHEDULE ON SHIM 6) PRODUCT RFNEiWk�) no comp,ma wiLh the ilOr da ■ AtplCe No 10 HOLLOW CEILING MOUNTING INSTALLATION @HOLLOW CEILING MOUNTING INSTALLATION qILLAIA4 VA EPARKTION TO Ows (SEE SCHEDULE I I J I MIN.SEPARATION i i EXISTING 11 GLASS TO MASS ILIIMIN I(SEE SCHEDULE0. ON SHEET 8 i 8 ITL �-(SEE SCHEDULE ON SHEET 6) MIN. R 1 0 in! i wow DECK W1 WOOD DECK W1 1v 1-1 MIN.SPFC!.1 -MIN. 4.3/4*S.S. MIN SPECIFIC 0 ORAMTY Or a 4x3 S.S.S. EDGE OF GRA,I Ary OF 0.55. S-O-S'0 9'O� GRAVIR V 0,55, PRODUCTREIVISED forld C-) DECK If DECK IF I MIN WOE OF 1 00 cam iying widi Iho F &DO9 OF O.C. DECK IF i LAJ APPLICABLE 0 df i Coda WL EDGE OF Aftqtt Na Q I ' > 9 APPIA DECK IF E* in.DataCABLE AtcIa"Iml EKE OF DECK EDGEOF 1 2-MIN, M rp. IF APPLICABLE 2'MIN.E.D... MAB IF rn AppucAaLe SCALE* ALTERNATE Z""11 LAG SCREWS 0 6-D.C. I ALTERNATE DATE: ANCHOR ANCHOR LOCATION MIN.THREADED EMBEDMENT TO 1/2* 1;40 VO SC%S 0 S'0 0. 'N�o 1. CREWS 0 0*D.C.IN /2' 4-22-2015 THREADED SED T.=EMBEDMENT TO LOCATION ADED MEW O.C. wow DECK. F.B.C. WOOD DECK, WOOD DECK. (High Vatootty Hurricane Zone) 11 SILL & ADJUSTABLE FLOOR 5ILL & ADJUSTABLE FLOOR THRESHOLD FLOOR MOUNTING INSTALIA11 DW-11 No:01-12 (RS1-06) MOUNTING INSTALLATION MOUNTING .11SISTALLATICIt! QQ SHEET 9 OF 9