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HomeMy WebLinkAboutProduct Approval (2) 1' MIAMFDADE MIAMI-DADE 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 NO'V'ICE OF ACCEPTANCE OA www.miamidade.gov/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(AW). 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 acc , ' t us etermme ode County Product Control Section that this product or real fails to meet the requirements of the applicable bui dbg-c e. This product is aper as described herein,and has been designed to comply with the Florida Bui ' Code,including a High Velocity Hurricane Zone. DESCRIPTIO :DESCRIPTION: Series"SGD-2500"Aluminum Sliding Glass Doors w/wo Reinforcements .Non-Impact APPROVAL DOC mg No.757 Rev N,titled"Alum Sriding 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 RATING:None: Approved Hurricane Protection devices,complying w/FBC,as applicable are required. Limitations: 1. Use of Table 1 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%a"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:"Miami-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 wi 11 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. NOA N?ay�2,2018 150609.10 � MIAMI DAOE COUNTY ExpirationDate:Approval Date: Aust 13,2015 \1`�� Page i GENERAL NOTES: NON-IMPACT SLIDING GLASS Q00 i.GLAZING OPTIONS: 9.3116.TEMPERED GLASS. TEST REPORTS PTL31 16,FTL3117,FTL-4277 AND FTL-6095. C.114"TEMPERED GLASS. TEST REPORT FTL-3102. D.6/8'INSULATED GLASS(I.G.);(2)LITES OF 3/16"TEMPERED GLASS WITH A 1I4"AIR SPACE. TEST REPORTS FTL-4273,FTL4275,F1L4280,FTL-4285 AND FTL-4341. 2.CONFIGURATIONS:SEE SHEET 3. 1 3.DESIGN PRESSURES:SEE TABLES 13 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. C.DESIGN PRESSURES OF LESS THAN 40 PSF NOT APPLICABLE IN MIAMI-DADE COUNTY, 4.ANCHORAGE.THE 331/3%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 5.MIAMI-DADS COUNTY APPROVED SHUTTERS ARE REQUIRED IN MIAM I-DADE COUNTY AND WHERE IMPACT RESISTANCE 18 REQUIRED. GENERAL NOTES............ 1 6.INSTALLATION SCREWS,FRAME AND PANEL CORNERS SEALED WITH SCHNEEIMOREHEAD SEAM SEALER. GLAZING DETAILS............1 7.REFERENCES:TEST REPORTS FTL3102,FTL3116.FTL-3117,FTL-3596,FTL-4273,FTL-4275,FTL4277,FTL-4280,FTL-4285,FTL-4341 AND 5095. DESIGN PRESSURES 2 >ELCO ULTRACON AND CRETEFLEX NOWS CONFIGURATIONS........... 3 >ANSIJAF&PA NDS FOR WOOD CONSTRUCTION ELEVATIONS........... 4 >ALUMINUM DESIGN MANUAL VERT.SECTIONS............. 6 8.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INAUDING THE HIGH HORIZ,SECTIONS...,........ " VELOCITY HURRICANE ZONE(HVH4 X"&"O'CLIP INSTALL D 9.GLAZING VINYL SPECIFICATIONS(ITEMS 36,37,&1317 PARTS LIST ................ 10 a.PVC MATERIAL BY SAYSHORS 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:1460 PSI 9.ULTIMATE ELONGATION:3807. L MODULUS @ 100%ELONGATION:690 PSI g.TEAR STRENGTH:210LBIIN VWXCrRE"SED w1lb 1w Fkrw TRUSEAL DURASEAL SPACER(TYP.) 36 40 37 131 3116"TEMPERED GLASS 3116"TEMPERED GLASS 114'TEMPERED GLASS AIR SPACE 39 NOM.5/8"I.G. 3116"TEMPERED GLASS� 130 3/8"GLASS 3/8"GLASS 115 BITE BITE BITE 131T 15 15 115 BITE YNN -3/16- MONOLITHIC GLASS 1/4 MONOLITHIC GLASSNo.58705 -5Z8" I.G. GLASS GLASS TYPE B GLASS TYPE C GLASS TYPE D L T.E RK I L NOCKMQEMI,9rhm� AT, -11 .SIQNAL rj�" twis/ft F802MO10 CWODE f070 TECHNOL NOTES DETAILS MAP GLAZING vft Rfflh TMN7:BC(2MVCODEUPOATEREA4OVEEf3MEt)fnON, A"war. r-z LAI, P.O.BOX ISM ALUM.SLIDING GLASS DOOR,NON-IMPACT &2&15 — N W&_QRX0AN9MffB$ANDADAWP6FDlTl0N EA CT -By-lu. '771 Zzw I mKomis,FE sam - -1 k LYN104111JR"pa —Ls-7—TN; REN 68705 COMPARATIVE ANALYSIS: TABLE 1. COMPARATIVE ANALYSIS: TABLE 3. >EXTENDED SILL,21/2"HIGH >EXTENDED SILL,2112"HIGH >SINGLE/SINGLE INTERLOCK INTERIOR >SINGLEIDOUBLE INTERLOCK(OUTSIDE) INTERIOR 46 >NO REINFORCEMENT(SEE SECTIONS ON SHEET 6) >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 8) GLASS TYPES: 45 GLASS TYPES: B.FTL-3117&FTL-4277;3/16.OR 1/4"TEMPERED C.FTL-3102;1/4"TEMPERED D.FTL-4280&FTL-0285;5/8 TEMPERED I.G.(3/16'T,1/4"SPACE,3/16"T) Is D.FTL-0273&FTL4275;5/8"TEMPERED I.G.(3/18"T,1/415PACE,3/161T) NOM. 2 OVER-ALL DOOR HEIGHT EXTERIOR NOM. OVER-ALL DOOR HEIGHT EXTERIOR PANEL aJ ° o SINGLE/SINGLE PANEL S WIDTH c9 80"(6) 84"(7°) 90'(7°) �"(8) j�(TERLOCK WIDTH C7 ��(e°) 84"(7°) 90"(7°j 98"(8°) SINGLEfD0U8LE 2°" 24'(20) B + 5.0 98.8 +65.0 -70.0 + 114 C +65.0 -127.1 +85.0 -120.0 +85.0 -110.8 +85.0 -1029 64.6 -64.6 +60.0 -80.0 INTERLOCK D -65-01-1 .1 +65.0 -80.0 +65.0 -73,8 +65.0 -68,6 REINFORCEMENT 24 ( ) D +05.0 -130.0 +85.0 -130.0 +65,0 -120.0 +65.0 711.4 REINFORCED 30'(21) B +65.0 -82.7 +58.4 -58.4 +53.0 •53.8 +49.6 149.8 e C +65.0 -106.3 +65.0 -100.2 +65.0 •92.2 +65.0 -85.3 +65.0 •88.8 +61.4 -81,4 +56,9 56.9 30"(2) D +86.0 -115.2 +85.0 -108.5 +85.0 -99.8 +85.0 •924 (el30"(3 B +85.0 -72.3 +50.9 50.9 +46,7 -40,7 +43.1 -43.1 C +65.0 92.9 +65.0 -87.3 +85.0 -80.0 +65.0 -73.8 D 8,3 +58.2 58.2 +53.3 53.3 +49.2 -09.2 36"(3°) D +65.0 400.6 +85.0 -94.5 +65.0 -86.7 +65.0 -80.0 B +05.0 -65.1 +45.71 7 +41.7 -01.7 +38.4 -38.4 C +85.0 -78.4 +65,0 -78.4 +85.0 -71.6 +65.0 -65.8 D +85.0 -70.5 +52.2 52.2 +47.7 -07.7 +43.9 43.9 42 (36) D +65.0 •84.9 +65.0 -84.9 +65.0 -77.5 +65,0 -71,3 48"(4°) B +60.0 -60.0 +42.0 -42.0 +38.2 -38.2 +35.0 •35.0 o C +00.0 •60.0 +60.0 -80.0 +60.0 60.0 +80.0 00.0 D +65.0 -65.0 +48.0 -08.0 +43.6 -03.6 +40.0 40.0 48 (4) D +86.0 •65.0 +85,0 •85.0 +85,0 -85.0 +85.0 86.0 MoDOCf REVISE me.RptT�D dry 6e T4mli COMPARATIVE ANALYSIS: TABLE 2, No�-C6oP to >EXTENDED SILL,2112"HIGH INTERIOR >SINGLEISINGLE INTERLOCK 46 >FULL REINFORCEMENT(SEE SECTIONS ON SHEET 7) GLASS TYPES: 46 B.FTL3118;3/18"OR 1/4"TEMPERED SEE NOTES 1&2 POS. D.FTL-4341;518"TEMPERED I.G.(3116"T,114"SPACE,3/18"T) SILL DESIGN NOM, u� OVER-ALL DOOR HEIGHT EXTERIOR HEIGHT PRESS. PANEL g (IN.) (PSF) WIDTH 80 (6°) 90"(76) 96"(81) SIN NTRSI2112" +65.0IEO 24'(20) B,D +65.0 -105.9 +65,0 -100.0 +65.0 -92.3 +65.0 -85.7 REINFORCED 1 3/4" +35.3 SW(20) B,D +65.0 -88.6 +65.0 -83,5 +65.0 -76.8 +85.0 -71.1 INTERIOR NOT 39'(30) B,D +65.0 -77.4 +85,0 -72.7 +6NOTES: SILL RATED5.0 •88.7 +B7.6 -81.5 42'(30) B,D +65.0 -65.3 +65.0 -65.3 +59.8 59.6 +64,8 -54.9 1.POSITIVE DESIGN PRESSURES SHOWN IN TABLES ARE BASED ON THE 21/2"HIGH �V ON•••.'.,,• 17( SILL. POSITIVE DESIGN PRESSURE IS LIMITED TO 35.3 PSF WITH THE 13/4"SILL. .` F 9 48"(40) B,D +50.0 -50,0 +60.0 -50.0 +50.0 $0.0 +50.0 -50.0 NEGATIVE PRESSURES ARE UNCHANGED ��`' V��ENS e, % 2.INTERIOR SILL IS USED WHERE WATER RESISTANCE IS NOT REQUIRED,IN WHICH - N0.58705 CASE POSITIVE DESIGN PRESSURE EQUALS THE NEGATIVE DESIGN PRESSURE = SHOWN IN TABLES 1 THROUGH 3 FOR THE RESPECTIVE SIZE. 0 A l+.rnf °'i4' S ATE F.K. ! 7 L DSILL HT.VS-DP TABLE '��` •• FCORIDP '••\�: ,, ro7oTEcwxatooyofnw DESIGN PRESSURES,NO REINFORCEMENT J.J. fW1SH1 M CHANGE THIS SNEEr NOX0.WS,FL 54276 raer ALUM.SLIDING GLASS DOOR NON-IMPACT L.M. Y1$H6 �N ����rrrIIII�1 NDC DE 7H/S S EET P.0.BOX 1628 M wa owe NOKOMIS,FL 54274 Visibly Better " '� °� Oi - A.LYNN MILLER,P.E. FIC 09/08/04 J.J. Otro2d° SQD28P° NTS 2 7--1 6 767 N P.E.N58705 44 118"MAX.DAYLIGHT OPENING FOR 48"NOMINAL,ALL CONFIGURATIONS 75 3/4" MAX. 80.. tri 9U" Y MAX• DAYLIGHT MAX p a HT. p OPENING . L—L==� I I L=======Zd LJ 48"NOM.MAX.PANEL WIDTH 48"NOM.MAX.PANEL WIDTH -4 ,pXX� 12XXXO or OXXXp NOTES: 1.SEE SHEET 3 FOR PANEL TYPES. 2.DLO WIDTH=NOMINAL WIDTH-3 7/8" 3.DLO HEIGHT=DOOR HEIGHT-4 1/4" DLO H . DLO WIDTH DRODUCf PEVISSb m enap4Ht w1H the Fkri�e PLddleg Code _ AetapNmm.-'So6o5./6 [as4r4e Delon rl 48"NOM.MAX.PANEL WIDTH 1 48"NOM.MAX.PANEL WIDTH 0X0 OXXO or XXXX eel CYh Lu Y gH a 913/4" 96.. MAX. MAXDAYLIGHT HOPENING T- 98"38" MAX'TYPHT. LA 4148'NOM.MAX.PANEL WID48" OMMAX.PANEL WIDTHX or X OoXXXO or OXXXNo.58705 kid Tem F.K. 19728N7 L NOCHANGE THIS SHEETDRAE EXgMPLEELEVATIONS �'OT '•, F P \ ,r. mail "M OCW7NOETHISSHEET l��"°Ka"'"�°L�00�az 6 ALUM.SLIDING GLASS DOOR,NON-IMPACT �s LM. 6/18718 N NOCHANOE THIS SHEET P.O.SOX 1629 ,,,yam am P ft- n".- q,L1�4 AIILLI.LA1P.E. �� NOKOMI9,a 34274 VL,fbly Better SGD2690 NTS 4 s 16 767 N P.EJ15g705 F.K. 09/O&W J.J. 94/am CONCRETE ANCHOR 3.4 KSI MIN. CONC. A 1-MIN.E.D.,TYP.(2) 1318'MIN. (SEE NOTE 1) 1 314'MIN.E.D.(2112"FOR 1687 2x WOOD CRETEFLEX),TYP.(2) (EXTERIOR) O.C. (SEE NOTE 2) ALUMINUM MULL ANCHORAGE !.� ­—,- APPLICABLE TO HEAD OR JAMBS I"MIN.E.D.,© WOOD ANCHOR TYP.(2) NOTE 1. 1/8 AL.MIN. (SEE NOTE 1) L_T 13/8" lxWOODSUCK MIN. (EXTERIOR) F6063-T5 I _L O.C.0 C O.C. (SEE NOTE 2) _-L 114'MAX FrTP (EXTERIOR) 1.687 #12 SMS 2x WOOD SHIM 114"MAX.SHIM T (SEE NOTE 2) DETAIL-C DETAIL-D (SEE NOTE 1) L-J 114"MAX SHIM (EXTERIOR) NOTES: TYPICAL FRAME HEAD INSTALLATIONS DETAIL-F 1.FOR CONCRETE INSTALLATIONS IN MIAMI-DADS COUNTY,USE ONLY MIAMI-DADE COUNTY APPROVED ELCO 1/4-ULTRACONS OR 114'5S4 A SEE NOTE 1. CRETE-FLEX EMBEDDED i 3W MIN. THE MINIMUM DISTANCE FROM CENTER OF ANCHOR TO CONCRETE EDGE IS 13/4"(2 112"FOR CRETEF R - 1.5 KSI MIN. CMU CMU. ODD INSTAL LAn0a USE#12 SCREWS OR ELCO 1/4-SS4 CRETE-FLEX ANCHORS EMBEDDED 13/8-MIN. 1.—-, 2,'WDO I-THICK BUCKS OR 5'-ee�,'3.4 3 KSI MIN. .4 KSI MIN. C E ICTED AS 2y,AR I I STALLATION 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 BEA 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 B,D AND F x;1.594 ABOVE FOR 2x WOOD BUCKS. THE ANCHOR SHALL BEA#12 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM(SEE DETAIL J). CONCRETE �..O.C. Na IF THESE CRITERIA ARE MET THE PRESSURES AND ANCHORAGE SPACING FOR#12 SCREWS SHOWN IN THIS NOA BE USED. I ANCHOR 13/4'MIN.E.D. 4.IF SILL IS TIGHT TO SUBSTRATE,GROUT OR OTHER MATERIAL IS NOT REQUIRED. IF USED,NON-SHRINK, (SEE NOTE 1) (21/2"FOR NON-METALLIC GROUT(3350 PSI MIN.),(DONE BY OTHERS)MUST FULLY SUPPORT THE ENTIRE LENGTH OF THE SILL CRETEFLEX OR CMU) THAT IS NOT TIGHT TO THE SUBSTRATE,AND TRANSFER SHEAR LOAD TO SUBSTRATE, IF SUBSTRATE IS WOOD, IxWOOD BUCKYP.(2) 309 FELT PAPER OR MASTIC IS REQUIRED BETWEEN THE GROUT AND WOOD SUBSTRATE,OR AS APPROVED BY (SEE NOTES 2) E THE AUTHORITY HAVING JURISDICTION. FRODUCtREVISIM 1/4"MAX. a—ptybq.ltb lb,Fled& DETAIL-E1.687 O.C. (SEE NOTE 5) bwcoscock WOOD ANCHOR AvWmft K &'-o .TYPICAL FRAME JAMB INSTALLATIONS (SEE NOTE 1 3.4 KSI MIN. CONC. 1x WOOD BUCK,(SEE NOTE 2) (EXTERIOR) 13/8"MIN. c NOTE 1. 13 "MIN, 11 MIN.E.D,.. TYP t--1 3�8 NOTE 1. ----1 CONa ANCHOR WOOD ANCHOR (2)A 2x WOOD (SEE NOTE 1) (SEE NOTE 1 DETAIL-B (SEE NOTE 2) 2x WOOD rz,� CONC.ANCHOR (SEE NOTE 2) 1/4"MAX. (SEE NOTE 1) 1 14' 1"MIN. IN.E.D. E.D. E NOTE 4) MDI tNi.E.D. 1.687 D.C. (BE (EXTERIOR) NOTE 1. (SILL) (SILL) 1314"MIN.E.D.(21/2- x� CONCRETE 21/2- CONCRETE ANCHOR FOR CRETEFLEX).TYP.(2) ool, (SEE NOTE 1) 3.4 KSI MIN. CONC. NLYNN (EXTERIOR) (EXTERIOR) (EXTERIOR) DETAIL-A :. DETAIL-G DETAIL-H DETAIL-I TYPICAL FRAME SILL INSTALLATIONS No.50705 TYPICAL POCKET P-HOOK INSTALLATIONS �TATF SI FA fa=7 L NOCHANG M31914wr ANCHORAGE DETAILS "o " 0.t". f070 TEGUNCLOG I LOM cwNaE Twa SHEEr hlmomla a ZVORFE MrMt W-C WS CE OR CRE! EX CMU.CHANGE ALUM.SL DOOR,NON-IMPACT Al- IDING GLASS lohl Ly A' rw-Ofl—AP.O.flax 16n enoeclWift vo 0 Do: mr QD VnODFDOE DISTANCE xmle 34274 visimy&tw A. L . .E. gm 'a soDlaao 114 1 15 16 767 P.E.4,59705 MW4 .11. 0. F.K. 1.STORMPANEL SHOWN ON THIS PRODUCT EVALLIATION DOCUMENT(PFD.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 Oth EDITION)OF THE FLORIDA BU1101NG COOS THIS STOELIM_p,E IFN Suer+._.,W,,,�T_SF lt=ALLfy-A —•- 'NOTES: HIGH VELOCITY HURRICANE ZONES(MIAMI-DARE/BRO,WARD COU ES)..="'��- 8.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS,S.C.TAPCONS,ELCO PANELMATE, ELCO NAS. ,�- INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4. FORWIND LOADS SHALL BE DETFRMIN AS-f'E!?�5ECTION 1609 OF THE ABOVE MENTIONED CODE, 8.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTERiLY EMBEDDED INTO THE CONCRETE BLOCK UNIT A WIRD'SPEF.B-AS-REQUIR tE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 FOR,INSTALLATIONS UNDER 2024 PBC AND SHALL 1/4"0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO DOST,AND 1'MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7,9 THRU 17. WITH NO STUCCO. 0.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUNO ON THE EXISTING WALL,ANCHORS IN ORDER TO VERIFY THE ABOVE.CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-•10 SHALL BE LONG SHALL BE FIRST REDUCED TO AS.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE Wj MAX.(AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2,7,9 THRU 17. IN 8.1)&13:2)ABOVE IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33X (C) TO EXISTING WOOD FRAME BUILDINGS,SEE SPECIFICATIONS ON SHEETS 12, 13, 14& 15.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS PERFORMED BEYOND MK FINISH MATERIAL AT WALL LIKE BRICK VENEER.STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT'AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION MANUFACTURER.ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1609.1.7 OF TME ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS#0321.01-05, 0 0812.01-05 AND If 0119.01-06,PER ASTM E 1886-02,E 1996-02 AND ASTM E-330 STANDARDS,QUALIFIED FOR WIND ZONES 1, 2 AND 3: ' MISSILE TYPE D(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS $3.1.1 AND 62.1.2 OF ASTM E 1995-02. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 (SHEET 4 THRU 8)EXCEPT THAT HEADERS 2,1 3A&4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL,PANELS SHALL HAVE$052-1432 OR 3004-H34 ALLOY. 8.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 15 3,ALL ALUMINUM EXTRUSIONS 5}}LL.L BE ALUMINUM ASSQIAMON,6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHttM SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR QgT WOOD FRAME BUILDINGS. SETXiM PANEL COMPONENTS STUDDED PLATE AND SNAP CAP ARE PATENT PENDING. 4.ALLSCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018 Wf 50 ks?YIELD STRENGTH AND 90 W TENSILE STRENGTH&SHALL COMPLY'W/FLORIDA BUILDING CODE CONTACT WITH THE BUROING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. 5. BOLTS 70 BE ASTM A-307 GALVANIZED STEEL OR A1S1 304 SERIES STAINLESS STEEL.WITH 35 ksi MINIMUM YIELD STRENGTH. t0. (o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P_E.D. 6.ANCHORS To WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) . (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING 1I['E SAFELY OF THIS -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./DUILDEX. PRODUCT, BASED ON THIS P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4"0 S.G.YAPCONS AS MANUFACTURED 13Y ITW/BUBDEX. DOCUMENT,CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -114"0 X 3j4'SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (c)THIS P.E.O.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCOR ANCHORS AND S.G_TAPCONS IS 1 314-,FOR ELCO BECOME THE ENGINEER OF RECORD(E.O.P.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELkD4TE AND ELCO NAS IS 27. USE OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT TD THIS LATTER A.2)3/4.0 SOLID SET ANCHORS SHALT.BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVlETY. STUCCO BE PERMITTED SS. a THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS S WITTH NO STUCCO. IT -t/4"0-20 SCREWS USED HALL.8E t tf2"LONG MINIMUM SHOULD STUCCO(7055,AND T'MINIMUM FOR ()THAT PREPARED . A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.OR PAVERS BE FOUND ON THE EXISTING WALL OR 11.SHUTTER MANUFACTURER'S LABEL$HALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING GODS ONE LABEL SHALL BE PLACED FOR EVERT' SHALL BE AS INDICATED ON NOTES At)&A2)ABOVE, OPENING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE (D) TO EXISTING CONCRETE BLOCK WALL: -1/4"0 TAPOON ANCHORS AS MANUFACTURED BY I.T.W./SUILDEX. —Ij4"0 S.C.TAPCONS AS MANUFACTURED BY RW/BUILDER. -114"0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. THiS DRAWING SHALL ONLY BE USED TO -i j4"0 x 374`SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY. DETAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) emis nLmm,Am 0.050" BERTHA ALUMINUM STORM PANEL PAL w '�j� ,44187 (2.00" DEEP) owm an EASTERN METAL SUPPLY, INC -11LIECfW/lINc. 4="W Rats MVV 5(^� '4✓9TItLiT TESRW NO&rNNE£RINO COMPANY MT PAW awn FL JUNE� 4+ p eau kat,mx se..am.Nxew wane.n ntaa PJOC- F", 15-045 Jied{A (�!V{fii ,;�yti FSM�ds167'E'+-teal cc m tea + m.x. rcnmvr.A wn 'df M eT t> hA. f4.10t'(TOTAL W10TH) 8.151"(TOTAL4WIDTH)12.000'(EffECTA1E WDTH) 0.000(L'FF nV1.070' 4.880' {MWX Ty T17yG1.070r.o7a" -{ r A7eTttT A,SD. DL7�lG?il P14B�= BA( aaagay-am2N(: .�I[�s.XOM-K PASM LataT M �'SCMIZ E COPJ � •0.250 h N °ry4j° hh° cn ^. --f .PA �AT BOM ,,f�AI ng flMRL�U AT LEAST -•�2.020'}- -1 zo20'I-- ° -1 2.020'l-- mg mm 22ucw IN 0"OF nm ow FULL PANEL Wf HEMMED EDGES HALF PANEL Wf HEMMED EDGES tut tiI1ClG!'92D�fA�T 7 ®(06) OR Q# 14.J75'(TOTAL WIDTH) 8.425'(TOTAL WIOW) m-PA.�m ESA rfVESSN +r AVAM LEAM 0730.D. R . L(A) FR MW RATIM L(R) 12.000'(ETFECTTVE rrrrl7Et� K6.000"(EFFECHW)YlOTH)1,070' 7 1.070" F- x.070' 80' i-•.170' -30.0 IJ'-O' +JO.0, -30.0 13•_0' �1@AS APFrASretE 1 i f'f.n50'OVA.r I +J5.0, -315.0 12'-8' +35.0, -JS.o12'-0' +40.0. -40.0 12'-4' +40,0, -40.0 t1=3" -f 2.020'l- -"f 2.020'!- -�2.020'f-- l----� +450, -450 r2'-o' +45.0, --me 10=0' OPTIONAL FULL PANEL VO HEMMED EDGES OPTIONAL HALF PANELWf0 HEMMED EDGES +saa, -SDD r1-o' +50-0.-50.0 s-0' t7� STORM PANEL +55a -,-aD ro'-a' +=a-54TD 8-2' SaQE:114'-I' +saa, -sao 9'--4'' +sag, -80.0 y-e' +7a0 -70.o 8-0' +704 -70.0 8-5' � CONCRETE ANCHORS(SEE SCHEDULE)�N� 7Ba0-80.0 7- 80 0' + .0, -80.0 5=8" t 1Tna t Nti. +90,0,-90.0 0'-g' +90.01 -90.0 �r•_o• 0 0 +90A. -100.0 5'-7' +90.01 -100.0HTT-I�T=- FT ffFT-F TI-1 F7 T-1717 T-1 -n 0•.-0^ W +90.0,-riao 5'-1' +90.0, -110.0 5•_p' 2 +90.0-120.0 4'-8'. +90.0, -120.0 ¢•-9' +90,01 -130.0 +90.0, -t30.0 4'-4 112' 1 w *NO UW..A.S.D.DESIGN PRESSURE fM7?W&ALAXIMUM I H PANEL LENGTH A A FOR INTERNALLYREIQOUABLf PANELS AS PER MDUNTIN6&YSTALZOAS ON SHEET 7 OF 17 IS +50.a -Sao P+•L WI 88'MAX.PANEL 4 LENGTH. ti ALAR.ASO.DESIGN PRESSURE RAONG S MAXIMUM g PANEL LENGTH FOR MOUNTING AS PER ALTERAM ,{I t AND 14 Tw I Ua-]a ON SHEET I.AND 15 OF 17,R£SPEGTI aY,ARE �3•, _-.-_ I .� \1!1•iH f if +saa-sao E.4. FOR 78"Max.PANEL LEANGTIL /Ia,c CONCREIE ANCHORS(SEE SCHEDULE)--�---•--�J� St��, �.IS1�1/tfj'rA' ��+5a0, -50.0 ps.f. FOR UP TO 108'AANEL 1 Av". STORM PANEL r Mm• >� P\.,,.......•(.f,�/T a TYPICAL ELEVATION `' '' L1GENs� ; ys�� FLORIDA BUILDING CODE (Non High Velocity tlurticane Zone) K S S `' 02118 7MTEM.Wa• 0.050" BERTHA ALUMINUM STORM PANEL A&LI N,L {-r/4•Max. w1/4'Max. 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'M' I5 POIA SPACNC�LYGiIED FOR FA61f ANCHOR TYPE AT AA4.'NORS LEDENO. ���T1AE SPQR FAC1(M TAPCUN t....wr..OR Sa)PANaWIr OR PANaWX NAS s' E.A =EDGE DISTANCE _ ACnAL E A r4PCW OWWItAR) SO r4PC M1E PANELULVE OR PANDMIE WAS SOLAR SEr . 5YIt1D SET J' J .8a .75 21/r - .71 .50 1 /r u aB ``\a``tiRt�t......L1T�AiA. s`ti.•'�(',EI�$� FLORIDA BUILDING CODE (Nan H(9h Velocity Hurricano Zone). 02015 1If7E(NL'Na 0.050' BERTHA ALUMINUM STORM PANEL F.91- 4067 :aL44167 (2.00• DEEP) BRArN eT -- 11EASTERN EASTERN METAL SUPPLY, INC 47DAW'S ■LIECO!NC. 4258 WM Ra=MW TILLIT TESTMG&ENGMEEWNO COMPANY "�T PM.N J.7H7T 15-045 •a`•• Nv.]�.0..Aa.iw�wi/QM Clmaa.a.staa PLVNE(501)20g-0Zal.FAN.(saga+l-r7rs iA ntC n1 PC�t�$a� Itn• a03M/®?WOB718(mo i-1611 m no /w art aocvna ouc LY+AOM No WALTER A.1UT at.PZ wo•,_gr SNFET OT 17 A4AIIlFt {{tttttt t FLOA0x4 Lk.AAtb7 9