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HomeMy WebLinkAboutRevisions OFFICE USE ONLY: DATE FILED: PERMIT# 1704-0607 REVISION FEE: RECEIPT# fS_y__- J ,__----✓ _ JUN 19 2917 PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION PER.'6iil`fiPuG 2300 VIRGINIA AVENUE St.Lucie County, FL ° FORT PIERCE,FL 34982-5652 - _ - (772)462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION i. LOCATION/SM60 Harbour Rid e Blvd #2-7 Palm Ci FL 34990 ADDRESS: g �', 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: _1.)Please revise Project Description to read Downstairs Condo Unit 2.)Requesting a Deferred Submittal for comment reguarding sliders to be protected from all wind Born Debri. The Homeowner is still deciding on what he wants to protect the sliders. Leaning towards roll down hurricane shutters.A revison will be submitted before final inspection detailing his choice. 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: CGC1518190 S L,VCMCOUNTY CERT.#: BUSINESS NAME: in us om Homes QUALIFIERS NAME- eve u in ADDRESS: 4M SW High Meadows Ave, 34990 CITY: a 1 STATE: ZIP: PHONE,(DAYTIME): - - FAX: 4. OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE: FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: M.A Corson&Associates ADDRESS: 1121 S.E. Ocean Blvd. CITY: Stuart, STATE: FL zip: 34996 PHONE(DAYTIME): 772-223-8227 FAX: Revised 07/22/2014 OFFICE USE ONLY: DATE FILED: PERIIIIT# y''�\ REVISION FEE: I RECEIPT# i PLANNING&DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982-5 (772)462-1563 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: .- DETAILED DESCRIPTION OF PROJECT MIONS: Alq a Jul. n CONTRACTOR INFORMATION: STATE of FL REG./C T.#:CC G ST.LUCIE CO CERT.#: BUSINESS NAME: Ao QUALIFIERS NAME: ADD SS: CITY. ATE: ( _. ZIP:_ PHONE(DAYTIME): FAX: S OWNER/BUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME: FAX: ARCIHTECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: ST.LUCIE COUNTY SLCCC:9123109 BUILDING DIVISION Revised%!,3 1 REVIEWED FOR COMPLIANCE REVIEWED BY DATE— /l-r `r—PERMIT PLANS AND PERMIT MUST BE KEPT ON JOB OR i c 4 • • / M�IA�M11-DADE MIAMI-DADE COUNTY f► ial PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11905 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DP ISION Miami,Florida 33175-2474 T(786)315.2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.niiamidsde.govleconomv Hurricane Fabric,LLC 1505 Poinsettia Drive Suite H-2&3 Delray Beach,Florida 33444 I 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 is to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Astro Guard"Flexible Wind Abatement System APPROVAL DOCUMENT: Drawing No. 12-HFC-04,titled"Astro Guard Wind Abatement System",sheets 1 through 11 Of 11,prepared by Engineering Express,dated July 16,;2012, last revision dated March 22,2013,signed and sealed by Frank L.Bennardo,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 panel shall bear a permanent label with the manufacturer's name or logo,Delray Beach,FL and the 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: Tile 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#10-0607.02 and consists of this page 1,evidence submitted pages E-1 &E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Makar,P.E.,M.S. r , NOA No.12-1004.02 MIAMIDADECO- TY {� f j �j� Expiration Date: 10/20/2015 K.N , Approval Date: 04/11/2013 a 11�/2°0/; Page I Ull ElpIr Hurricane Fabric. C NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 910-0607.02 A. DRAWINGS 1. Draining No. 09-0408, titled "Astro Guard Wind Abatement System ", sheets 1 and 2 of 2, prepared by MEA Engineers, Inc., dated May 04, 2009, last revision 4.2 dated September 22, 2010, signed and sealed by John H. Karnpnrann Jr., P.E. B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of Astro Guard Hurricane Fabric Flexible Hurricane Wind Abatement System, prepared by Fenestration Testing Laboratory, Inc., Report No. 08-541, dated January 13, 2009, signed and sealed by Jorge A. Causo, P.E. C. CALCULATIONS 1. Comparative Analysis and Anchor calculations dated January 8, 2009, 10 pages, prepared by MEA Engineering, Inc., signed and sealed by John H. Kanrprnann Jr•.,P.K 2. Comparative Analysis and Anchor calculations dated September 11, 2010, 8 pages, prepared by MEA Engineering, Inc., signed and sealed by John H. Kanrprnann&,P.E. D. QUALITY ASSURANCE 1. By Mianu-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Fabric specifications. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12-HFC-04,-titled "Astro Guard Wind Abatement System ", sheets 1 through II Of 11,prepared by Engineering Express, dated July 16, 2012, last revision dated March 22, 2013, signed and sealed by Frank L. Bennardo, P.E., on March 25, 2013. B. TESTS 1, Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test ofAstro Guard Hurricane Fabric Flexible Hurricane Wind Abatement System,prepared by Fenestration Testing Laboratory, Inc., Report No. 10-541, LAB#6359, dated September 11, 2012, signed and sealed by Marlin D. Brinson, P.E. k["y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.12.1004.02 Expiration Date: 10/20/2015 Approval Date: 04/11/2013 E- 1 Hurricane Fabric,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. Test report on Large Missile Impact Test ofA'himinu m Storm Bar,prepared by Fenestration Testing Laboratory, Inc., Report No. 12-541, LAB#6384, dated July 11, 2012, signed and sealed by Marlin D. Brinson, P.E. C. CALCULATIONS 1. Y Comparative Analysis and Anchor calculations dated September 26, 2012, 56 pages, P prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. Fabric specifications. Helms A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.12-1004.02 Expiration Date: 10/20/2015 Approval Date: 04/11/2013 E-2 n.... ASTRO GUARD °�. 9° `ce'M�° 0 Ny rP�s:<9 '•••� • \,\GETS WIND ABATEMENT SYSTEM GENERAL NOTES �lO: STAIEO 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED F .' IN ACCORDANCE WITH THE 2010 FLORIDA BUILDING CODE,FOR USE WITHIN ���;•AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 201,202 AND .4'S'/p... �NG�•�•� 203 TESTING STANDARDS. rul ^ THE.DES BEEN USED IN IGN-1/3-6 INCREASE OFTHIS SYSTEPI.I W[ND OADLDURAT)ON E STRESS HAS OR Cda1 6 HAS —SCREEN ,�7jfflIIIIIIIIHILt•�•• W'VJ Z OEEN USED FOR WN DD ANCHOR DESIGN. .� >VU B�d� It 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR 115E Ln!1a1t >a W g WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE ENGINEERING IN © w B ACCORDANCE WITH THE GOVERNING CODE.PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH ASCE 7-10 AND CHAPTER 1609 OF THE W M 9 33 2010 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE ST1TCl11NG N Cd y 3 POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED f. HEREIN FSIGNY PRESSURES NOTED HER _1 SPLICE DETAIL I olio lE 4. DESIGN PRESSURES NOTED HEREIN ARE BASED ON MAXIMUM TESTED i PRESSURES DIVIDED BY A 1.5 SAFETY FACTOR a S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE 1 N.T.S. INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. J 6. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO%VITHS7AND SUPERIMPOSED LOADS. WOOD BUCKS(BY OTHERS).SI IALL BE ANCHORED PROPERLYTO TRANSFER LOADS TO THE p EXISTING STRUCTURE. MAX O.C. U_'PER ANCHOR FROM EDGES FROM EDGES $ zd a 7. THIS SYSTEM IS INTENDED FOR USE ONLY WRING WINDSTORM 2•MAX SPACING 2•MAX 2'MAX EVENTS.WHEN NOT IN USE,PRODUCT SHALL BE PROPERLY STORED AWAY FROM yC7! tj FROM PROLONGED EXPOSURE TO DIRECT SUNLIGHT OR OTHER WEATHERING EDGE I I SCHEDULES OF OVERLAP OF OVERLAP CO8 DI UOLE55 OTHERWISE NOTED HEREIN,ALL SCREWS SHALL BE 304 OR P Q u°J O Z V w 316 STAINLESS STEEL OR_CORP-OSION RESISTANT COATED SAE GR.5 CARBON STEEL. Lo 7 9. MAX MUM PANEL SPAN:18•-Y OPTIONAL OVERLAPPING SECTION {-' °G 10.MAXIMUM ALLOWABLE DESIGN PRESSURE:160 PSF SHALL HAVE..MINIMUM OF(2)CLIPS Q i n 33. PANELS SHALL BE PERMANENTLY LABELED WITH A MINIMUM OF ONE 2 z U g 2 AT EACH END,LOCATED 2•MAX FROM LABEL PER PANEL CONTAINING THE FOLLOWING: o H EDGES AC OVERLAP,CLIP AND HURRICANE FABRICCOM LIC $ ANCHOR SPACING AT OVERLAPPEDPO ,y BOX 50153MD CLA'RO N MD SECTION SHALL NOT EXCEED THOSE ` ,, 0.0 y Ct 63105 NOTED IN ANCHOR SCHEDULES. TAS 201,202,203 MIAMI-DADE NOA NUMBER _ 12.HURRICANE FABRIC PANELS MAY BE MOUNTED VERTICALLY OR ' HORIZO147ALLY AS APPLICABLE. � F 13.DISSIMILAR MATERIALS SHALL BE INSULATED FROM TO PREVFM , CORROSION AND ELECTROLYSIS AS NECESSARY IN ACCORDANCE WITH THE ABOVE REFERENCED BUILDING CODE. a o 14.EXCEPT AS EXPRESSLY PROVIDED HEREIN,NO ADDITIONAL CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. RETENTION CLIP END CONNECTOR: I RHODIA ENGINEERING PLASTICS SIM c 8 POLYAMIDE 66 FABRIC SPECIFICATION: , 4 I . TYPE OF YARN:TEXTILE FABRIC i MAYBE INSTALLED TO UNLIMITED WIDTH CONSTRUCTION:25 X 25 WEAVE NOTE:PANELS CAN OPTIONALLY BE ANCHORED ON THREE OR FOUR SIDES.FOR FOUR THICKNESS:1000 MICRONS I:5% SIDE ATTACHMENT,THE SPAN IS THE SHORT DIMENSION BETWEEN FASTENERS. PRODUCT RIiVISEU FINISH: RESIN COATED as complying.r11111hc Florida WEIGHT (ASTM D 3776):10.83 02/YD- lluNldl^a Code 12-HFC-04 TENSILE STRENGTH(GRAB METHOD,ASTM 0 4632):WARP:879 LBS,WEFT:879 LBS Arr,:pmn<o k4. Z-�00 .o Z. BURST STRENGTH(ASTM D 3786):1500 PSI TYPICAL PANEL INSTALLTION BsPlrAllm`Daloja7, m w5 PZE PE£S_RIE QM gG«= - 02 ABRAS )� . EE STRENGTHION RESISTANCE(ASTM D 4886):9STRENGTHRETAINED 1 N.T.S. EXTERIOR ELEV /t/ L 61 SEWING: Nilaryl l)ndo.' Ict Cbn "�� S SEWING ONLY AT SPLICE(SEE SPLICE DETAIL).NO SEWING AT EDGES. JWy= 040 21l D��=z any ��r�' � 3 " �175�<al 7.IF-4o P5 .�•TES: ,7'r(�c�iC4:.%k'Y 3r /4'MAX TO (STING _SCREEN EDGE •�HOSi / MINIMUM SEPARATION FROM GLASS __ ST UCTURE INCLUDING IN51AtlAYION SLACK- ANCANCHOOR _ / SPAN DESGNi'SiESS11RE -s EFi8E0. BO PSF SO PSF 40 PSF 30 PSF ��••,�� !/'1 ,'�`+ SOJEEDULE DTSTANCE C-P' - BA" ILI' 6.7'.• Cr 8,� .. 10.r , 9.r., aT 7 1 8'•0" - o - ta7'-- 12A• ff. TY r Ml OR PER Ty 1,r w 19.2- _ 1 aT wr 16.6- w(�Jr,� �J_pp 12'•0• 21.T' 22.9- 21J- 18.1- V) tti U ANCHOR - �I1EOUlE I/4"F1A%TO td'-ti'- 20.5' 27.9• ZS.0 20.r--_ TT Y (8)A8X1/2'PH SMS SCREEN EDGE 11'•0• 31.4• 20.6• 21.6' 23.1' >U LL yWx 76'•0' 33.1' 33.1' 30$' 2IT UI Q v VZ 6 T 11'4 3&0' 3s.e' a� T - 30A• y W 8 Q 78'-2 4).4' SOA• 39.T 53,1' W„Y W (8)A8XI/2"PH SMS• C,W E%LST[NG LOAD ON EXISTING 6TRUCTURE FROM SCREEN HOST /LL SYSTEM �o UCRJRE TX=PARALLEL LOAUS 0'L.F) / SCIiFFJJ SPAN OESi 30 PSF PRESSURE - < 60 PSF 50 PSF 10 PSF SCREEN 4'-W 2E0,1 221.7 191.1 757.7 8'.0• 328.) 2505 250.E 208,7 8'.0- 197.4 351.9 3033 250.4 U - 10'40" 4812 40a4 357.9 290.3 1 J t2'4W 620.8 411.2 _J 14'•0, .. 577.t_ 511.1 '44a4 1 WALL MOUNT.CONDITION 2 INTERIOR MOUNT CONDITION 14's 5953 6272 4saa 37i0 U p�o y 1B'-0' 8309 558`7_ 4BI.6 S97A F7 vg U {u 2 N.T.S. SECTION VIEW 2 N.TS. SECTION VIEW 1T4P 658,9 681.7 ^601.3 113.8 18'-T •686.0 e0a0 524.0 1326 to��nn T, p LL LL qqq�� LOAD ON E%ISTING STRUCI UR£FROM SCREEN � •�- TC _ SYSTEM ____�_ Z }8 CG 4.450' 1.478" 7Y�ROENDICUTAFL-15) 8'�T Q G t--1.696' 00.125- L.0.168 DEWON PRE55URE U g 2Z+ -1 0.281' 0 SPAN_ 00 P3F 60 PSF 40 PSF 30 PSF 00.4U6 00.406" - --.j'.p - t20A __t00A __80A ODA C oe&* (; �()RjJ 000" E1J' 180,0 150.0 120.0 90A h 00.465' . �a o e I 1 T �+ "' 8'-U'_. .-410A 2000 100.0 120A_ .. i�l) o h Inv 00.0 z5G.0- 200.0 1so�.0 �1 ? N or .J f 12!-W 36Q.0 30ao 240.0 180A 420A 350.0 2B0.0 . 210.0 ati 4 11'•e- 14QG 36a7 203.3 220.0 0.4B5' O 1C-w 480,0 4'A0 320A _ 240.0 E7.7 17'-0' 61Q0 425.0 340.C- 255.D 18'.T 645.0 1542 3833 1 272.E a S •� 00.441.'4-4r0.180" 4.250' g 0.050' A G a 0.100 -} TYP `,0.100• 00.70, Pttonucr Revlsw p,500• ! ® at cumplyh`;will the fl.ddu Nll)IdiDG CO{1C H 0.063"TYP. Att:pinnc0 No Z-l o o li.o:. asps NOQOdW ° z� 2orS 12-HFC-04 $ 0.063"TYP.-{ 1 BOTTOM MOUNTING CLIP TOP MOUNTING CLIP A N.T.S. POLYnMIDE 66 N.T.S. POLYAMIDE 66 f2 ,� N. �I+vixnaoo,P.P. Max O.C. ��,•�`(`'' v'� 2'MAX SPACLNG Y Max N0.46 FROM [--jPER ANCHOR -FROM � � ...�. •A-. 7 EDGE I I SCl1EDUCES EDGE i STATE (� TOP OF PANEL DENOTES TYPICAL ��`'•F10RI0 ° TOP AND BOTTOM OF PANELNCHORAGE POINT ALONG ,'�' ss/Q�AL �,�7�;y���i�.} �fff//flllllll tip.,uJ ,j LL_ZA p U l.J a6 0 z uco W . • 99 BOTTOM Orr-PANEL BOTTOM OF PANEL W F2 \ANGLED PANEL INSTALLTION vul 3 N.TS. PLAN VIEW J J � -_ U Qo�� Z 0 e -------- MAY BE INSTALLED TO UNLIMITED V/IDTH- 1 ANGLED PANEL INSTALLTION N = EXTERIOR ELEVrA . s Fy DEFLECTION AND GLAZING SEPARATION MEASURED 8 FROM PANEL MID SPAN rrA PRODUCYRSVISED gcmPlrina:v+nlw,nort,� LL Building code Actqnuoqw Ho 2- 004. z a tizpiI In � � g BY i/�!/// ML✓n Dtd ucl Cbnitol 12-HFC-04 �1 ANGLED PANEL INSTALLTION °"° ° DZ N.T.S. VERTICAL SECTION 99 . „snnN.rf • N .rrrwueoo,v.e. 49 ,•'pep •v . , , 2-MAX SPACING 2-rlaX• I I I I , '. UFROM $ FROM� P moo: STATE of 0 • ry ,,•Fss.••,RIU.•.�w gg a WALL BEYOND—,' PZ W l i. 2 Z P 1Y•1{ N Z Q Q 4 QQQ 2 z Mm L W ww U, 6yyy N u- 2'xr'1/8- O O -Z o E w 6063-T6 l///Ip/j•' i 'eE ALUMINUM � 1 4 STORM BAR BEYOND 4 i U NOTE:NON-SPAN OVERLAP SHALL 2 J BE A MINIMUM OF 1S X THE PANEL .. a --.- . PROTECTION FROM OPENING U f S m5a ILI- ao�g' fio og 4 2 INSTALLATION W STORM BAR z I t}. N.T.S. VERTICAL SECTION MAXIMUM STORM BAR LENGTH PER STORM fy c a7 $ BAR DESIGN SCHEDULE ti -- 1 INSTALLATION W/ STORM BAR 4 N.TS. EXTERIOR ELEV / ei i _'_ STORM BAR DESION SCHEDULE•MAX STORM BAR LENGTH r -2-0-XI/8.6063T6 MAX 1ANCH0^ PEREND� — _ 2ANCHOR(BJ,PER _END -.3ANCHOR S]PER END_ PANEL ._____-- _ _ , AUII-0INUM STORM BAR Spy CO PSF 80 PSF 40 PSF 30 PSF 60 PSF 60 PSF 40 PSF 30 PSF 00 PSF 56PSF 4p PSF 30 PSF 94­ 3FT 7S ST 86' 9d' 76' PA•. T or 04' 76' 8a', 60' 94• d 4 FT S9- 70• i 78' 80• 08` 72• 7W 60• 88' 7T Pr 66" " 6FT A" b6•' 70' 8M 03` 87' 7T BO' 81' 87• 7T 80• r� _.._._._ ..- -_..... ACCESS HOLE 6FT 39• 4T 69' 76' w 63• 03' 76' 00'_ &T 88' _76' o: 7Fi 33- 40' 60' 87' 60' _ 00' 6S 71' 66' _ fi0' _-- 8S 71' 1J4'ELCO PANELt4ATE INSERT,W/ e� 2B" 3T 44' 5T7' S3' et' 82•- BD' 6Y 6T. BT 8S L-5/8'MIN.EMBEDMENT,4-MIN. it FT 26' _ 3I' 39' ST 50' SI• 00' OS' 6p• 64'l BO' 66- EDGE DISTANCE,AND 4•MIN. SPACING TO2700 PSI MIN, 12-fiFC-�4 CONCRETE.NUMBER OF ANCHORS PRODUCTREVIsec, PER STORM BAR END PER SCHEDULE, as Call, ".g sviUr tAd Florida suLu 02 Doildiog Cod9 PA9F lxscuvrroH: Acnptanc0140 rxplr lion Dat6 s 3 STORM BAR END DETAIL N.T nY �% g 4 S. VERTICAL SECTION AlI4n1 DrA uducl Cbtat ul' �O 1/4°MAX 1/4'MAX TO `°," SCREEN EDGE' SCREEN EDGE EXTRUSION 2 EXTRUSION 2 EMBED. , �(os4e^ ,OE d 548° 'O' STA EXTRUSION 1 EMBED. - 1/4'tMX TO o", � [SCREEN FOG[ C !1" ANCFIOR� ANCHOR e PER PER NOIOR PER ___---ttt--- ANCHOR ANCHOR O' rn `, A0 PER CHEOULE TY CHEDUL• TY W 1V1,1 w U SCHEDULE / W —_ fw11 W w U IF W W STUD W/ zd �' 1/4-20 S1UD W/ / zd y i4 SDS AT 1/1-20 STUD W/Gi WASHERED Y/INGNU7 12'O.C.MAX WASHERED Z , C /W)J .Tx AT 10°O.0 �p T WINGtJUT AT W iWrl ,� MIX o WASHERED WINGNUT EXISTItIG 'jt7 t Oi1STiNG /� 10° • AT 10'O.C. I IOST /HOSi j� 1-2'X2" LU EXISTING ISTRUCfURE/ STRUCTURE/ HUU-ROUT O w IIOST w (8)Stixl/2'DH SMS / TUBE (6)#8x1/2°PH SMS -13� (8)98x1/2"PH SMS / < SCREEN SCREEN SCREEN CJ E I p �NOI. I�jG pOI 2 O ALTERNATE ATTACHMENT ALTERNATE AT.ACHMENT u. EXTRU_ SION 2 MOUNT' �� EXTRUSION 2 MOUNT ALTERNATE ATTACHMENT w o z N.T.S. SECTION VIEW 5 N.T.S. SECTION VIEW t/—f� BUILD"OUT TUBE MOUNT 4 o SECTION VIEW L) p a S� ry o 0.]SO' 0 rf yy � 0.656" PRODUCT RIIYISCD a '? utl Ji,.A ros tn3 widld�FlurirV . f1ng L:o Ic LL J� �— �- AKeplancu l�u�2-;00 .GL G•lpir 1(0l1 D]19 Lv _1 S J+dianU uaJe 'uc;/(.bntrolw~ 12-HFC-04 SULer = lule BUILD OUT F TRACK ,�F TRACK t�2"X2" BUILDOUT TUBE PAQG DESCPtP[IDR; •C N.T.S. 6063-T6 ALUM �' N.T.S. 6053-T6 ALUM J N.T.S. 6063-T6 ALUM 99 s .IIIIIHI/111j1j/' �.` � ANCHOR NOTES: v 1/4"ITW SAMMY SSC ANCHOR SCHEDULE-INTERIOR MOUNT CONDITION(IN.O.C.) �. 1. SEE EXTERIOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. 3285 PSIWNCONCREfF. HOLLOWCONCf1ETE BLOCK GROUT-FILLED CONCRETE BLOCK no. 1\ 2. ANCHORS SMALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. SPAN DESIGN PRESSURE DESIGN PNESSURE _DESIGN PRESSURE *' �• ,�,�� 1 3. UNLESS OTHERWISE NOTED HEREIN,WHERE ANCHORS FASTEN TO NARROW FACE OF STUD _6O_PSF SJOPS'F 40 PSF 30 PSF_ eo vsF 50 PSF 40 PSF 30 PSF 60 PSF 50 PSF 40 PSF 30 PSF EN ?.p: FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOMINAL 2x(MIN)WOOD STUD(I.e.3/4•EDGE JW io.D 10.0 110.0 14o ton f0 _ .o to.o 10.0 ta.D mo t6.0 ioo %9••, STATE,_ DISTANCE 1S ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). ad' f0.0' 104 10.0 10.0 7.9__ 9.1 /a0 10.0 _ 10.0 10.0 10.0 10.0 4. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE'G=0.55 OR GREATER DENSITY. _ 6-a -1¢6 M to.0 10.o fo.o e.2 72 8A io.li_- _-_a9 70.o f0n f4o ,I 31s•. •� w S. MINIMUM EMBEDMENT SHALL BE AS NOTED IN AIQ200.SCHEDULE. MINIMUM EMBEDMENT w•o• 10.0 _ fO,C fo.0 to.0 tS_z On 7s of 7n a0 t0A f0.0 - ,•r,�1 �ONaL M AND EDGE DISTANCE EXCWDES STUCCO,FOAM,BRICK,ACID OTHER WALL FINISHES. lZr 10.0 IoA 10.0 10.0 45 a2 62 7.0 - 6.0 7.0 8.0 10A Ai UJ M S 6, ANCHOR SCHEDULE APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES - - JJ7HI1111 1 MAXIM UM ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE SPANS AND PRESSURES]NDICATFA ir•o' 9,7__ 100 _10.0 _ i0o 4A a6 0.0 5.2 0.1 _ 7.6 9.0 IN SPAN SCHEDULE SHALL APPLY. 14'-a• Ba 10.0 _10.0 WA _ q.q __5.3 5.7 5.0 5-9 72+ 9a 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD fe•o• 6.7 tD.o 10.0- tD.d 4.f" 4.9 6.2 4.0 5.4 _ 6.7 ea Z fY• M b fg 6 of VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS,NOT INTO PLYWOOD, 17'•0' a2 o.0 f0.0 10n 4.7 b,0 4.4 6.2 0.3 E.1 l:J�L 8. hfAC311NE SCREV/S StfALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN BASE ANCHOR to-r 7,9 ai 70.o t0.a 4S sn q.7 4.9 6b 7.7 W N to z a AND MAY HAVE EITHER A PAN HEAD,TRUSS HEAD,OR WAFER HEAD(-SIDEWALK BOLT-)U.N.O. W 1 t7lIIII DESIGNATES ANCHOR CONDITIONS WIfIOi ARE NOT ACCEPTABLE FOR USE. 114"ITW SAMMY SSC ANCHOR SCHEDULE WALL MOUNT CONDITION IN.O.C.) N Lu a 30.EDGE DISTANCES AND EMBEDMENT REQUIREMENTS ARE AS FOLLOWS: ( J 10.1.1/4"ITWSAMMYSSC 3295PSIMINCONCRETE HOLLOWCONCRETEgLOCK GROUT-FILLF-OCONCRETE BLOCK 10.1.1. 2-114"EMBEDMENT AND 2-1/2'EDGE DISTANCE TO CONCRETE SPAN_ DESiGH PRESSWtE DESIGN PRESSURE_ DESIGN PRESSURE W 10.1,2. 1-1/4•EMBEDMENT AND 2-1/2-EDGE DISTANCE TO HOLLOW CONCRETE BLOCK 60 PSF so PSF 40 PSF 30 PSF �60 PSF 50 PSF 40 PSF 30 PSF a0 PSF 50 PSF 40 PSF 30 PSF '4 O 10.1.3. 2-1/2'EMBEDMENT AND 2-1/2-EDGE DISTANCE TO GROUT-FILLED CONCRETE BLOCK 4'd' 1¢0 - fo.0 7a0 t0.0 92 10.D f0.0 140 10.0 10.0 10.0 f0.0 10.21/4"ELCO PANELMATE(MALE OR FEMALE) s4r 10.o fao. 1D.o tan - ae 7.8 9a Ran za as fao to.o 10.2.1. 1-3/4'EMBEDMENT AND 2-I/Y EDGE DISTANCE TO CONCRETE a-0• 10.0 10.0 f0.0 - f0.0 - 5.5 ea 7,5 92 6.9 7.3 aS •-10.0- 10.2.2. 1-3/4"EMBEDMENTAND 3'EDGE DISTANCE TO HOLLOW AND GROUWT-FILLED f(rd• 10.0 10.0 -10.0 10.0 4.7 5A 6.3 78 6A 62 7.3 8.9 CONCRETE BLOCK &0 70.0'- f0.0_ t0.a 4.1 4.7 A5 a8 4.8 5.5 6A _ 7.8 U 10.23. 1-7/8'EMBEDMENT AND 3/4•EDGE DISTANCE TO WOOD ta'•0• 8.8 0.8 10.0 -- 10.0 _ d.z _3.0 al 4-3 4A 58- 7.0 10.3.J4"_POWERS HOLLOW-SET DROPIN ta'-e• sa 9s to.o _.to.o q.t 4s- 5A 42 48 ss ae 10.3.1. 7/8't:MOEDMEMT�ViD 3-1/2'EDGE DISTANCE 70 CONCRETE AND HOLLOW-AND 76'-0• 0.9- _10.0- -f0.0--- 4.6 5.5- _ _"6s- 04 '`+m y n GROUT-FILLED C'ONCRE)E BLOCK iT•D' 7.5 0.8 t¢a 10A q,3 aJ d.3 5.0 0.1 V= IS Gl 10.4.1/4"ELCO PANELMATE INSERT fa•-z• 7.t 6.1 9.6 10.0 41 51 4.1 4.e ao U i 10A.1. 1-5/6-EMBEDMENT AND 4-EDGE DISTANCE TO CONCRETE - if ll E 10:4.2. 1-1/4'EMBEDMENT AND 3-1/2'EDGE DISTANCE TO HOLLOW CONCRETE BLOCK�-, 10A.3. 1-1/2'EMBEDMENT AND 3-1/2'EDGE DISTANCE TO GROUT-FILLED CONCRETE BLOCK Q o 4� k SOS.1/4"ALL POINTS SOLID-SET 15 10.5.1. 7/8'EMBEDMENT AND 3"EDGE DISTANCE TO CONCRETE AND HOLLOW AND 1/4"ELCO PANELMA7 MALE OR FEMALE)ANCHOR SCHEDULE TERIOR MOUN CONDIT _-IN-O.C-) w GpoTtC GROIJT-FILLED CONCRETE BLOOD HOLIOWANOGROUT-FILLED CONCRETE ° Q Z �q5 30.6.1/4"POWERS STEEL DROPIN �� 3323 PSI MIN CONCRETE BLOCK 0-0.65 W&WOOD Z' } d z 4 10.6.1. 1'F.MBF.OMEN7 AJD 3-1/Y EDGE DISTANCE.TO CONCRf:TF. DESIGNPRESSUBE DESIGN PRESSURE DESIGN PRESSURE_ V S tl 10.7.318"POWERS STEEL DROPIN 50 PSF SOPSF I 40PSF 3o PSF 60 PSF 1 50 PSF 40 PSF 30 PSF 60 pSF bOPSF 4DPSF I 3OPSF In C z 10.7.1. 1.9/16'EMlIEDMEJJi AR 5-1/4'EUGE UISTAN(ETO CONCRETE r•o• tao 10.0 10.0 10.o e.s e.e i0.0 io.0 fo,0 f0.o ion to.0 10.8.1/4"POWERS POWER-STUD(STAINLESS STEEL) a-0• 1ao 10.0_ ton- 10.0 oa _ia a5 fo.D _to.o_� .10.o ion to.o 30.8.1. 2'EMBEDMENT AND 3'EDGE DISTANCE TO CON' a-C 10.0 f0.0- 10.0 10.0 So -68 se 86 52 I 88 10.0 10.0 10.8.2. P EMBEDMENT AND 5-1/4"EDGE DISTANCE TO GROUT-FILLED CONCRETE BLOCK 10,w 9A f0.0 10.0 - 10.0 4.2 4A as 72 as al 98 10.0 S 10.9.1/4"ELCD PANELMATETVAS t2'd• a-6 _ 9.9"`"io.D 10.0 'a1 _ So ea s.9 - es sa 1oA 10.9.1. 2"EMBEDMENT AND 2-1/Y EDGE DISTANCE TO CONCRETE 14-0' �78 &7 t0.o .10.0 .+4.fi a0 5.1 - 8.0__ _ 7.3 __B.q 10.9.2. CONCRETE EMBEDMENT BLOCK AND 3"EDGE DISTANCE 70 HOLLOW AND GP,OUi-RILED 74'•0' _ 72 SA 10.0 10.0 4.3 _5.4 _ 4.9 -sE To - 9.o CONCRETE fiIDCK lad' 0] 7.8 ,. 9.4 740_ 4o GO 4.6 5A d5 8.3 F' 70.93. 1-7/8-EMBEDMENT AND 3/4-EDGE DISTANCE TO WOOD ITd• 0.4 7.q ' a.9' _ t¢0 4A qa 7•g k' Z 10.10. 1/4"ELCO PANELMATE FEMALE ID 1a•-r d0 7.0 95 140 4A 47 4.8 s.a 7.6 a S 1-3/4'EhBEDMENT AND 2-1/2°EDGE DISTANCE TO CONCRETE shi 10.10.2. 14/4•EMBEDMENT AND 3'EDGE DISTANCE TO HOLLOW AND GROUT-FILLED 1 CONCRETE BLOCK IW ELCO PAN ELMATE(MALE OR FEMALE)ANCHOR SCHEDULE PALL MOUNT CONDITION-N.O.C.) 10.10.3. I-7/8'EMBEDMENT AND 3/4"EDGE DISTANCE TO WOOD HOLLOWAHD GROUT-FILED CONCRE Gb351dN.YgOo 9151 _ _ _ 3323 PSI LTJR CONCRETE _ BLOCK SPAN DESIGN PRESSURE -DESIGN PRESSURE__ DESIGN_PRESSURE, tt PRODUCT RBYISIiD 60 PSF_ C-0 PSF AO PSF 30 PSF a0 PSF 50 PSF 40 PSF 30 PSF 60 PSF 50 Psr 40 PSF 30 PSF a'[omPi1ti081vi6fliw PlOfiOa 4'-0' t0.0 10.0 10.0 10.0 &3 44 10.0 =10.0 10.0 70.0 10.0 10.0 e DaiI4MR8Gld0 ew ioa 140 ia0 ton 6.1 7.0 tao as s.7 fo.o n[<fP1.vICG rtO Z.- 00 G_.a2 gtq�-"-10.0 fao 10.0 10.0 4A __ 5.0 g4.4 �8.3 a9 7.9 9a __ 10.0 �§. Cigl�if)JIIIOR Ua!CL=^ Ln75 tad' 0.D 10.0 - 1D.D 10.0 4.1 48 7.0 5.a 8.7 7.9 9.7 I�41 D3,11 f• [/� 17-0• 7.8 BS 10.0 _10.0 4.1 Q1 6.1 5.8 0.9 &S _ rtMenfl Dad afucMCo8tre1 ir-r 0.9 a.0 9.4 f0.0 bA 45 61 6.1 7.6-• Ira• a7 77 9.1 1000 4.2 63 4.4 .__ 5.9 1.3 12-HFC-04 ta-0" 6.3 72 a's t0A 4.9 41 4.7 5.6 d9 $ OZ 17'4' 9.0 6.9-� -u6.1 10.0 4.7 4.5 - fia 8,8 PA 04 DGSCRIPRON fas a7 as z7 9.e 43 as a.t ea U J t OFFICE USE ONLY: DATE FILED.• PER-NUT# REVISION FEE: 06 RECEIPT# PLANNING&DEVELOPMENT SERVICES BUILDING 8c CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34.982.6652. .(772)462-1563 istotLIGATION FOR BUILDING PERMIT REVISIONS ROJECT INFORMATION EVNISrrE ADDRESS: G, DETAILED DESCRIPTION OF PROJECT QNS: C CONTRACTOR INFORMATION: STATE of FL REG./ T.#:CC a: ST.LUCIE CO CERT.#: BUSINESS NAME: QUALIFIERS NAME: ADD SS: CITY: ATE: PHONE(DAYTIW): — FAX. � L ONVNERBUILDER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME: FAX: ARCMTECTIENGINEERILAFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC:9123/09 Revised 06130/17 OFFICE USE.ONLY: DATE FMED: PERMIT It '�✓ 1 REVISION FEE: RECEIPT# PLANNING&DEVELOPMENT SERVICES ING&CODE REGULATIONbIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982.6652 (772)462. 653 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADD SS: ^{ -k_ DETAILED DESCRIPTION OF PROJECT IONS: �- CONTRACTOR INFORMATION: STATE of FLREWC T.#: r ST.LUCIE CO CERT.#: BUSINESS NAME: QUALIFIERS NAME: ADD SS: CITY: - ATE: _ ZIP: PHONE(DAYTIME): � FAX: OWNER/BUILDER INFORMATION: NAME- ADDRESS- CITY: STATE: ZIP.: PHONE(DAYTIME: FAX: ARCT ECTIENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC:9123109 Revised 06130/17 { v e MIA M tJAD MIAM1-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMWi+F7'`QF REGULATORY AND ECONOMIC RESOURCES(RER) 11905 S%V 26 Street,Room 248 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315 2590 F(786)315 M9 �v�vw.mrarnida�le. avle¢anomv NOTICE OF ACCEPTANCE MA� � Hurricane Fabric,LLC 150E Poinsettla.Drive Suite H 2&3 Delray Beach,Florida 33444 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been revimved 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 (AHD). 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 Miaini 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 revolve 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Astro Guard"Flexible Wind Abatement System APPROVAL DOCUMENT: Drawing No. 12-HFC-44,titled"Astro Guard Wind Abatement System",sheets 1 through 11 of 11,prepared by Engineering Express,dated July 1.6,2012,last revision dated March 27,2013,signed and sealed by Frank L.Bennardo,PA,,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. MMSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each panel snail bear a permanent label with the manufacturer's name or logo,Delray Beach,FL and the 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 ohange 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 dfNOA. 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'bythe 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#10-0607.02 and consists of this page 1,evidence submitted pages E-1 &E-2 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A.Maka�r,,P.E.,M.S. NOA No.12-1004.02 W�■ ��. Expiration Date: 10/2012015 Approval Date: 04111/2013 a (f�2or3 Pagel Hurricane fabric.LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#I0-0607.02 A. DRAWINGS 1. Drawing No. 09-0408, titled "Astro Grrar d Wind Abatement System ", sheets I and 2 of 2, prepared by MEA Engineers, Inc., dated May 04, 2009, last revision #2 dated September 22,2010,signed and sealed by Joan H.Kampmann Jr., P.E B. TESTS 1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure'.Test of Ash•o Guard Huerricane Fabric Flexible Hurricane Wired Abatement System, prepared by Fenestration Testing.Laboratory, Inc., Report No. 08-541,datedJanuary 13, 2009,signed and sealed byJargo A. Causo,P E. C. CALCULATIONS 1. Comparative Analysis and Anchor calculations dated January 8, 2009, 10 pages, prepared by MEA Engineering, Inc.,signed and sealed by John H. Kampmann Jr.,AE. 2. Comparative Analysis and Anchor calculations dated September 11, 2010, 8 pages, prepared by MEA Engineering, Inc, signed and sealed by John H. Kaniprnann Jr.,P.E. D. QUALITY ASSURANCE 1. By Mlaini-Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. Fabric specifications. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 12-HFC O4,.titled"Astro Cmard Wired Abatement System ;sheets I through 11 Of 11,prepared by Engineering Express,dated July 16, 2012, last revision dated March 22, 2013,signed and sealed byfMnk.L. Bennardo, P.E., on March 25, 2013. B. TESTS 1. Test report on Large Missile hnpact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test ofAstro Girard Hurricane Fabric Flexible Hurricane Wind Abatement System,prepared by Fenestration Testing Laboratory, Inc,Report No. 1 a-5d1, LAB#63S9, dated Septerrrber 11, 201Z signed and sealed by Marlin D. Brinson, P.E. W"y A.Makar,P.E.,M.S. Product Control Unit Supervisor 1�IOA No.124004.02 Expiration Date: 10/20/2015 Approval Date: 04/11/2013 . E-1 Hurricane Fabric.LLC NOTICE OF ACCEPTANCE. EVIDENCE SUBMaTED 2, Test report on Large Missile Impact Test of Aluminum Storm Bar;prepared by .fenestration Testing Laboratory, Inc., Report No. I2-541, LAB#6384,dated Judy I1, 2012,signed and sealed by Marlin D. Brinson,P.E. - C. CALCULATIONS 1. Comparative Analysis and Anchor calculations dated September 26, 2012, 56 pages, prepared by.Engineering Express,signed and sealed by.b'rank L. Bennardo,P.E, D. QUALITY ASSURANCE I. By Miami-Dade County Department of Regulatory latory and Economic Resources E. MATERIAL CERTIFICATIONS 1. Fabric specifications t Hel A.Makar,P.E.,M.& Product Control Unit,Supervisor NOA No.12-i404.02 Expiration Date: f O/2012015 Approval Date: 04A V20I3 E-2 F c •1- �•t •• 1 �f r « . a I• 1 � 1 f Y•I • •Y• .I• i 1• • t 3• / i • T � i • t •i r t - •' +i 6'••i�+i+i�'i��i♦`�°�F'i:+�i i i••4��!aei°+♦i i��qv"'�'� �''�r�+ a��•i'��, :r? � T � c 1 ' ••�••• �°iaa•�i+a+ii i"1ai.as i� •a+i�•i •e�•�•ae•a` �'•?D�I�S�i a a a +'�iGJds°++°a°♦�� i .�y J�•9:�;.•Of'P++s+w+i ah•.,•i•O•a OF•. •C+e ifi3���;ts,.y�'�.•s•��1+•i i°i i•i•�+J.p�vv + + •Ji•++a• J •J�4• i i J lfy6�ly n, ia•s+•a 0++...�+:a••♦+ic .• 1 ••it'Fii"�el JH��3iv�ay •ii+•aiai i•0+is ii°�i0°i I 1 i i�•�:�+jai' '• ❑ 1 t • �����,yy_r,�s'�fbr^T�*rj��'�+�J�i i•�Sri"�°ii:��i - °iO Oi J• .c ♦ • a(�,+l.6 aG,+����"++i i'i+�•:i.�•�°i%.�i��a •i°J•s J a• Jrflv1}�� a yi.°ia 4+�i•JOdi Oi'JJi•J•a ' •1 �♦i•P.��•� ° ' • • r a�.,�;u"W lntJ Syf�i��iiS•:iiis+iai4•iri ■. 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LIST MINtIdLAI SEMMUGH FROU GL UI�'- i U - INGlU01N0 M0TlU.,417fON OR '3v o � SPANNO.P8F bOASF QOPSPSQ•'• SgiL�(ilE ftMi rS "�'-1•0'- .. s• d ' JOY TY ..- ... _. CA' t4fi t1T" 12D' tt.r' fit Y �.IO�A'.... tA2• 182• IBrt' tab" t ..._._..._ ......... _._ ._._ J p SCNEOUE 1/4"MAX TO ANQtOR1Y.T 21.2" 23.8' 2i.3'., TaA' (8)48012"PN Ss{S SCRT:EFd EOGL A'ililf 20 :-...2r.4 . 2b ,.... .•. T 74%0•. R7.a'.._.. R1' 28.1^. _ WtS•2' 414' :J f (8)OBx1/2"PH SFtS OSTmu WAD ON P.70STINO 6rRUCfUREfROM SCREEN o VTISR -.". � .... SCREEN - SPAN 69PSF 60 PSF" 40PSF �4 P3F ('- 5Ct4ti£N 4'-0• 260,4 _ 221.7 -`101.1 tar? 0'0' 320.1 "�260-5 25'OA' 20gr --� 6%C. 08rA -85tA 90y.3 uo.4 V . t0'? 481,2 4044 ,051.9 201a. 12.0' O20.0 4812 3OIA 32G1_ M_ z WALL MOUNT-CONDITION �INTERIOR MOUNT CONDITION " %G0 MT 4%U 391A U� g {n%4' 830.0' 856.7 481.8 39TA N.T.S. SECTION VIEW ',Z N.T.S. SECTION VtEW 1,-E. 886.0 -6BL7` -60tA 413.8 8C0A 8Oi14 _a2.0 02A co LOAD ON EMS11ING STRl#:rUREFROM SCREEN L`��.4I -.-Y...G PERPENDFCUTARI.OADS • �---1:596` 4AStY . _ .i "" ^ ., ^•'•i _,..........((�� _._aL- •'.. 1"B.1O2o Pa.^0,P_LL-_D`E ifOBs PnuO&DonF_P R-�`S� tF1.21 �� ao-f -...-3?po22 P0ADF QA86 80A Si "®0OA65• ( 120A 000 y(�IYx 8•02400 200 18n0o 164.6 12 10.0 3n0 240 Iaii- i:0420.Ula 003' OABD' 14Q 4400 A ' Mggg:S .. 40D.0 400.0 �20.0 .'.2{0A 010"-6iao,. _42s.o ana 2as.0 1a'•T E93.0 4K2 3830 2r2.6 a B 4IOA42'4--} 0,186" �_---4.a50• ..._ TYP. ..7YP. .......,_.. ............ _..._........ .._. ...._. ............. .._ .. 241 fl0.706� --'14D PRODUCT RRV4SHID rd { O.M. - uv tompIph's v1411 thv Ploridn HOA63"TVP. N01(diOD()ada ArMft oN.I.. ?_.IDt!}.o2 ' axx)! It0avnto„g (<ors IZ;HFC-04 4.Ob3"fYl: tail sE bn!(gl ae�. _ 02 5 BOTTOM MOUNTING CLIP Z TOP MOUNTING CLIP L J N T S. POLYAHfm 66 n.T.S. POtYAMtAE BS � L`7 . s prawnaoq P.P. l o 'S3 MAX O.C. ((�� r MAX } SPACING r MAXFROM 1 N0.46,4g , EDGE. �I SdiEDR ACUI[S }.�.PROM ��. 7�, v;:.:...R �+ YP. 11 ? O 9�y:, STATE ©•: TOP Of I- DENOTES''DENOTES TYPICAL ,,�•.;�Fl •• o'fig} JJJJJJANCHORAGE POINT ALONG '��'F� . a� �.�..�70P AND BOTTOM OF PANS. i� sI0NAL OOTTOM OF PANEL DOTTOMOFPANEL 3 $r O ys 2 ANGLED PANEL INSTALLTION PION VIEW J a u ar�W � f r ui U ._.......................---MAY OE RlSTALIBO TO UNLIMITED V![[rTH -"-------'---' ANGLED PANEL ZNSTALLTION N . N.T.9. EXTERIOREI.LAr • . q DEFLECTION AND GLAZING SEPARATION MEASURED -- .... FROM PANEL MID SPAN �X m PRODUCT RSVIS9D ur COMMyf%w!"I tho Ftmtdq DYitdlr<R(;odc mpf it mroKoh. ��t Itortnato o J.. s U _ s °�` oz ANGLED PANEL INSTALLT ON L•A.SL�. anl 3 N.7S. VEMICAL SECTION 19 ' •�.�NHllhy MAX O.C. 8 •'�t}F11! ' 21fW SPACING F s _Y`•`. '• {FROM ---}PER ANFROM cvcE ! I I I sn+mu�Es �2 z�F No.4*6EDGE S STATED L7: r '�;•:2aR10 rfrrrrrrrN4111U t i•` V a WALLOEYOND .z tu NIN M cn3 s 6063 T6 ORM ►1 t STTORM liN NUM oEYo7m WMIU NOTE.NON-SPAN OVERLAP SHALL z . . SEAMINIMUM.Or.LS.X.THEPANEI. ... a .. .. YL. . PROJECTION FROM OPENING f "7 S rpj LL 4 2 INSTALLATION {N STORM BAR o„ N.T.S. vERttcAt sEcrLON $ _..._. _MAXIMUM STORM IN [A LENGTH PER STORM � BAR DESIGN SCHULE ,_,_...... ZTN INSTALLATION W/ STORM BAR � EXTERIOR ELEV STORNDAR VISION SCHEDULE MAX STORM DARI.CNOTH -2"x3"i[U431 W63-TS MAXPER.EdD .�-'B,�HOyon PER AlJlMINUM STORM DAR SPA 60 FSF 60PSP iO Pbf 90 p5F 60 PSF GO PSF iOFSF 30 PSF IIO PSF 60 PSF `�O PSF SO t6F_. SI d 3 FT 76' 80- e8•' 41 76• 60• @8- Oq• 76 66'. E6' _. .01• 78• '8Y 8S' 7Q�_„,,,_,70" .-....06• _ 68' TY 78' 66 6FT i7- -..ca, f 10" d0`_.__..._QI' UI' 72' QO' 63• _ _0T 7r $ ACCESS HOLE a F7' 36^ 6T�, �..,...t6'_._ ,,...-- G3^ 66' t 76'T a"r'7 Fr 03• ........T7_......... _.._ ..__ 1/4•ElCO PANEIMATE INSERT,4Y/ IIFT 35' '1T'. BT `�' 6T e2' 88•' 6r 67•. or 60^ 1-SJS'MtN.EMBEDMENT,4"MIN. 0FT 2b" 31'. 3f!• b2' ti0^ b/" a0^ &S- 60• 6'A'+ 8tP 6G' EDGE DISTANCE,AND 41 MIN. SPACTNG10 2700 PST MIN.' OOHCRETE..NUMBER OFANCHORS PRnTJIIf°fRRVISRT7 IZ^HFCr04 PER STORM MR END PER SCHEDULE. c.4 wmDiy7 +�i6r 1h6 Tde7tds tAaatx 02 TlnildinRLbdo etwsFr7IINe AcccPttiscallo�L- C+G- .a2. ' s STORM BAR END DETAILy`` 4 N.TS. VERTWAL SECTION / • ,ia•rrrlRl aJr 1/4"MAX TO IM MAX TO •:��S SCREEN EDGE SCREEN EDGE ..... EXTRUSION 2 ...•.._.. - EXTRUSION 2 EXTRUSION I d,{.•., F.D. 1/4"MwTO .... _� _.._......,.......,..._ SCREEN EDGE ANCHOR ANCHOR ` PER PER ANCHOR' - ANCHOR W _ •• ,x AN .R EOUIE ._._...._. ,n' TY W p tE U d ANCHOR ._....__. �. (U Ii -- Y ¢ 1/4-20 S1UO W/ 1 ^^A14 SD5 AT 1/4-20 STUD W/ i C, WASHERED WINGNUT - 12"O.C.MAX WASHERED w I/4205TUD W/ ab, AT 10'O.C. o Tx WIINGGNUT AT / ' I C o WASHERED WINGNUT EXISTING '/ LXISTiNGi,/ EXt NG �� AT 10"O.C. IfO S RE" STRUCiUREi •CURD=TRUCTURE / y (6)A0x1/2•PQH 5MS 'IUSE (6)#OXI/2•PH SHS ONE a (0)404/2'PH 5MS SCREEN 6CREE14 . -SCREEfJ ..i w ALTERNATE ATTACHMENT ALTERNATE ATTACHMENT u¢..�x „ EXTRUSION 2 MOUNT EXTRUSION 2 MOUNT Lu, # g N.rs. SECTION view 5 N.rs. sECTIaNv1EYr ALTERNATE ATTACHMENT 3 BUILD"OUT TUBE MOUNT SECRON VIEW 4Si:i N ._............. - � J. n a o.zso• _ ¢ OM -Apr ti —��•O.i2Y� 0.656^ PRODUarPlIVISEU �' _...�•`-�-'}.0"_"."37.-4..•"� Drt1(zaqqiRacilGd"RAo'n Ditaokj AcC0,1111ying 7With 6-4 Fa-•i l-a atl)aS .t� .r.�.. l2-HFC-04 elCaatml - coon 02 �aAoauturn� /'N BUILD OUT F TRACK F TRACK _ 2"X2" BUILDOUT TUBE N.T.S. 5HNr3 M AWM 'Z tJ.7.5. 6D63-T6 AlUM N.T S. Ji06 _AIUM 99 d+map+xrntrrtgl7/�7 ANCHOR NOTES * -... 114"ITM SAMMY SSC ANCHOR SCHEDULE-INTERIOR MOUNT CONDITION(IN.O.C.) ,y I. SEE'EXTERIOR ELEVATION FOR ANCROR.LOCATIONS AND/OR SPACING. DES POIM[RCONCRETE„ ROLLaWCONCRE 8F.OL'it 01�0OT fIL1FDO0KaRE'fE ltLOf:K S j•• 1,J" __._ 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS, SPAII OWCH PROSSLiRE OE6ION PRCSSUtIE _ OEa[6N PREMRE 3 Q 3. UNLESS OTHERWISE NOTED HEREIN,WHERE ANCHORS FASTEN TO NARROW FACU Of STUD W PSF SO frSF 4OPW 30 PSF 40 P5F 60PSP 4a P8F 0OI'SP 00 PSP aO PSf M PSF_ .. � STAX FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF NOM[NAL'2M(MIN)4YOOpS uD LLe,3/4"EDGE �=C!w 104 10A >OA -i4.0 " 10.0 fa0 IE6 1UA taa 10.0 µ10A ta0 y -•. DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING), d'4t^ i9A=1 to0 tOA too""" 7A _�9A •_.too IBA tab . ._iQo_ 4. WOOD HOST STRUCTURE SMALL BE*SOUTHERN PJNE'G-O,55 OR GREATER DENSITY, ���ti'.a• too _ 3 0 �tOA Tao SR 7.2. 'ab •IBA Qe t00 10.0 too � _ _. _._.......... . , .R S. MINIMUM EMBEDMENT SHALL BE AS:NOTED INANCHOR SCHEDULE. MINIMUM EMBEDMENT "1m•a tab faA toA too 6.x eA 71 91 70 ao tau to o�� hey /ANAL• ♦,� �,AND EDGE DISTANCE EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. '11'-0" t0.0_ ib.o i.:rt00 ta0 A.s -�8.2 02_ 1 U &0 7 a 0.8�' t0A fTh/ryHINi t p 6. ANCHOR SCHEOULF APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,BUT ONLY PROVIDES 14•-a' 4 7 tE0 f00 Rob 4D '0A _•-4D 5.2 0.1 7D BA W MAXIMUM ALLOWABLEANCHORSPACING.MAXIMUM ALLOWABLE SPANS ANO PRESSURES 1NOICATFD """""" � '- 14=6• 0.3 t0A 10.0 /00 4A w_..v) Oa 9A ...._• _ h0 SA Q7 as IN SPAN SCHEDULE SHALL APPLY. t0'A• 0.7 t0.0 10- t0;9__ 41 4.9 " Q2 7. WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD --•-^ __.__.. _.... ...., €s _11'.0• 0.2 0.6 10.0 10.0 41 5.0 4A 3 a3 8,1 �n ,q VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD fRAtt W V MEMBERS,NOT INTO PLYWOOD. {.� $9 0. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2'ENGAGEMENT OF THREADS IN SASE ANCHOR t8�2^ rA 9.T_ t0A Rao -4.s oa 4.1 ._R9 6A 7.a r aLgg ui . gl AND MAY HAVE EITHER A PAN HEAD TRUSS HEAD OR WAFER.HEAD(-SIOEWALK SOLI)U.N.O. ? 9. I= DESIGNATES ANCHOR CONDITIONS VA RCH ARE NOT ACCEPTABLE FOR USE. 174 ITW SAMMY SSC ANCHL7R SCHEOULi; WALL MOUNT COH0ITiON jfN O.C.} 10.EDGE DISTANCES AND EMBEDMENT REQUIREMENTS ARE AS FOLLOWS: 3294 PaIMIN I•�tLREIE- T HOLLOWCONCRFTEBWGK GR011YFRLFitCONCRETE 0LQC1t 1tl1.1(4 ITW5ALNMYS$C tPAN i>£&1cnlMif�SS2i4KLE DESfONPRESSURE OEStaNPRESSURE 00� __•._ 10.14 2-1/4"EMBEDMENT AND 2-2/2'EDGE DISTANCE TO CONCRETE 10.1.2. I-114°EMOEDDfENT'AN02-1/2'EDGE.DISTANCE TOtI01.IOWCONIXiETEBLOCK ooP9F _am_ 4oP6f:" 0gt?SF [jOPSF 60PSF wPSF oflFSF eOPSf. 60P5f SOPSF. 10f'SF � 10.1.3. 2.1/P'EMBEDMENT AND 2-1/2'EDGE DISTANCETO GROUT-FILLED CONCRETE BLOCK 4'.0"•,,,. iD,o -k�10, .t0A': 1a0 O2 7p.Q IBA 19A too 10.0_ 1a0 _ta0 itl.2.U�"£LCO pANElMAT13(MALE ORFEMALQ� _ _.,.. .....•..... __a'fi 10.0 KtOA d0 - 1DA 0••••w"?.e T 0 w.0 is as..... too 1'aA 10.2.1. 1-3f4"EMBFDMENT AND 2-1/2'EDGE DISTANCE TO CONCRETE 10...-... ...m..��. .6... -....w -m•. ^. ....^.•...... __6'•Q• fia,0 10A '''10.a _..t0 SS 7.0 1.6 OT 7A 10.2.2. 1-1/4`EMBEOMENT AND 3•EDGE DISTANCE TO HOLLOW AND GR(m+ILLED ._t0�0' f0.p tD.a .Aa0 1Q.0 L7 r.4 03 72 610 e,x 7a QO CONCRETE BLOCK i2'-TF Ob iO0 "'140 t0A 4.1 4 i ab 0.0 4A_ .._0 Q4 _ TA _. (� 10.2.3, 1 7/8'EMBEDMENT AND 3f4*EDGE DISTANCE TO WOOD 14b" OAa A a t�or toe_ 4 x a0 .0.1 �.a 4.0 Qe r 0 103._I�4 POWERSNOLLOW5E pROPIN T4'•0 b3 06 t00 f0,0 41 40 -a.0 4.2 4.6 ab QIJ .1 10.3.1 7/B 11 I9:.OMCNT C70AMI13i/i*.I DLSTANCETO CONCRETE.AND HOLLOTYANO �:to!0 7s a0. 400 i 0 .4b 'G1s 4.K •.6:7. .. BA.. �M j�k}j.. GR0T-FfILEDNCRh7EBlOC1C i?'41• r,0_- ._8,6 .ROD too 4,3 s.3 _4S. 60- Q1 V� 7111,4.1/4"ELCOi+ANEt�,_MAT�_XNSERT ie-x 7.i si as Yao �.i at 4.i oa ao 10.4,1. 1-5/6"EMBEDMENT AND 4"EDGE OISTANCETO'CONCRETE 10,4.2, 1-1/4'EMBEDMENT AND 3.1/x EOGEDISTANCS TO HOLLOW CONCRETE BLOCK 1OA3 L-11P EMBEDMENT AND 3-1/2"EDGE DISTANCE TO GROUT FILLED CONCRETE BLOC-K 105.1 4"ALL POINTS SOLTD-SET U" LSD 10.5A. 7/0"EMBWMENT'AND 3'EDGE OISTANCETO CONCRETE AND HOLLOW AND 114"ELCOPANELMAT14MALEORFEMAL ANCHOR SCHEDULE N"TERIOR MOUNT-CO 0 N O Q.) U1 e� GROUT•MIM CONCRETE BLOCK 0328 P8tldttODNCILETE HOLLOWANDGRM-RUEDCONGRETF W 10.6.1&4 WERSST99LOROPIN BLOCK LI"a.3$MN,WdOD > l0.6.1. L f.MBEDMENT AUG 3-i/2".EDGE DISTANCETO CONCRETE SPAN DSSFON PR6h5UtiE OEStON PRE980RE x 10.7.3 0"POWERS'STEEL OROPIN EO PSF "sD rsF 40 PSF SO rSf 0D P5F 60 PS1 {O PSF 301 w 40 PSF SO PSF 4aP F OO rBf V to 10.•1.1. 1-9116"EMBEDMENTAND5-JWEOGElliSTANC£TOCONCRETE 4=0' ta0 90.0 i0A 10 . QS 9A too 10.0 1a,0 1a0 t0A 140 r� v 10.8,1A POWERS POTHER-STUD(STAINLESS STEEL) s-0 Rao Rao t0.0 Rao t%a" r1" Qa it%o Rao too- _1oA tao�_ 10,8.1. 2"EMBEDMENT'AN03'EC1GE DISTANCE TO CONRETE v I" t0 0 t0,0 10.0 SA .3,9 1ifl a.5 0a 49 ., iDA t0 10.8.2. r EIM iEDMENTA140 5.1/4"EDGE DISTANCE TO GROW-FILLED CONCRETE BLOL•K 101.0' ."_9,A...._ 100 ..1-EA- ta0 4x 4D "•0.0 7R 9.0 al OA t0A 10.9.;t ELCO PANELNfAT_E tx, as D9 1av too 4s sn ab sa ea as to.0 m 10.9.11 2"EMBEDMENT AND 2-1/2:"EDGE DISTANCE TO CONCRETE T4'•0^ 7 0 Q7 t00 ,1a0 •4.a 0A 41. OA 70 _„_0.4 10.0.2. I-IX EMBEDMENT AND 3-EDGE DISTANCE TO HOLLOW AND GROUT•-v l m 1{iA 7.E OA 'ia0 1a0 __tA � GONCRETCt BLACK ._te'•0�' a7 70 d4- 1R0 40 &A "4.0 -64_. . 9.B _..[3.3••- w 10.9.3, 1-71V EMBEDMENT AND 3/4'EDGE DISTANCE TO WOOD iT-w CA rA' as' 10 0 4A 4A at ..-..0.2 7!t � 10.10. 1/4"ELCO PANELMATEFE�h ALE I0 ta.x eD 7A as iaa ae 4 t tas a 7.a ' i%io(. 1 3/4'EMBEDMENT AND 2.T/2"EDGE DISTANCE TO CONCRETE 10.10.2. I-IM"EMBEDMENT AND 3'ODGEDISTANCE TO HOLLOW AND GROUTFIUED CONCRETE BLOCK 114"ELC0 PANELMATE(MALEOR FEMALE)ANCHOR$GHEDULE eWALIL MOUNT CONDITION N,O.C.) 30.10.3. L-7M E146MMENT AND 3/4'EDGE DISTANCE TO WOOD - P""^---•--+-^^"" ....-,�.�._ HOLLOWAND OROIR-FREED CON YE , 3323 P51 TStNCONOl1GTE .t. BLOCK a�99f4rN WOOD � SPAN DEStON pRE85ttRE D£rtaN PR£93URE _ ........ OCSpZ.N PRF£SiIRf. PROLWC RUVISRt3 ..._ 60 P1FF. 60PSF 40 P$F 45vm F S'OP±F 49P3F 30PSF 60POF. [TOM 40PSF OOPSP ax To01151yt;:ggrri[6 ttt0 rfori'D #'4r' 10.0 10.0 100 9Atoo 10-0 7D 0D tan Aa 9,7Rao Tao sD a7 sa vs 7A-iti4P E0 .10, _ ,,_ .. _........... t00 "" #.0 i 9�0 7A 8.8 Q7t�!'-0• 7.a aA toA #.i 49 8.i_ LL a:t 6,8�.9A y0.4AA.1.7' at� ..4.2 SA M aA &e 7.9 12-HFC-04.;9 4.1 t 7 64 0.0 02 on Ml#4MI•li7lAl7E MIAMI-DADECOUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RXR) 11845 SNV 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 `1'(786)315-2590 F(786)315.2599 NOTI ; Off'ACCEPTA + 0A . !&1'F4Y:1711At1TBfT3CT2.�t�tpi`E'S34tf1KtF�'- Hurricane Fabric,LLC 1505 Poinsettia Drive Suite H[2&3 Delray Beach,Florida 33444 SCOPE: This NOA is being issued under the applicable reties 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_tased 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 Miarni-Bade County Product Control Section(in Miami Dade County)anchor the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality.assulance 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 i nxnediately revoke,modify,or suspend the use*fsuch product or material within their jurisdiction- RER reserves the right to revoke this acceptance, if it is determined by Miami-bade 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION.- "Astr o Guard"Flexible Wind Abatement System APPROVAL DOCUMENT: Drawing No. 12-1.1pC-0 4,titled"Astro Guard Wind Abatement System.",sheets i through l l Of 11,prepared by Engineering Express,dated July 16,2012,last revision dated March 22,2013,signed and sealed by Frank L.Bennardo,P.E.,bearing tho Miaini-Dade County Product Control Revision stanip 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-ResistantLABELING: Each panel shall bear a permanent label with the manufacturer's name or logo,Ltelray Beach,FL and the fallowing statement: "Miami-Dada 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 nip 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 ether 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#10-0607,02 and consists of this page 1,evidence submitted pages E-1 &R-2 as well as approval document mentioned above. The submitted documentation was reviewed by Ilelmy A.Malian,P.R.,M.S. INCE1010h6. NOA No.12-1004.02 TATITt}Ar�t COtJIrL- E -'� a � ... Expiration Bate: 10120/2015 1 l3 Approval Date: 04111 �e 1 Hurricane Fabric,hLC NOTICE OF ACCEPTANCE; EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#10-0607.02 A. DRAWINGS 1. Draiving No. 09-0408, titled "Astro Gatard Wind Abatement System ", sheets I and 2 of 2, prepared by MEN# Engineers, Inc., dated May 04, 2009, last revision 42 dated September.22, 2010,signed and sealed by John H. K'amptnann Jr., P.E. B. TESTS 1. Test report on Large Missile Impact Pest, Cyclic mind Pressure Test and Unifortn Static Air:Pressure Test of.Astro Guard Hurricane .Fabric Flexible..hurricane Ifind Abatement System, prepared by Fenestration Testing Laboratory, Inc, Report No. 08-541,dated Januaty 13, 2009, signed and sealed by Jorge A. Causo, P.E. C. CALCULATIONS 1. Con paratiue Analysis and Anchor calcidations dated January 8, 2009, 10 pages, prepared by MEA Engineering, Inc., signed and seated by John H Kamprtmann Jr.,RE. 2 Comparative Analysis and Anchor calculations dated September 11,2010,8 pages, prepared by MEA Engineering, Inc., signed and seated by John H. Kamprnann Jr,,AE. D. QUALITY ASSURANCE 1. By Miami-.Dade County Building Code Compliance Office, E. MATERIAL CI RTIPICATIONS 1. Fabric specifications. 2. NEW EVIDENCE SUBMITTED A. DRAWINGS L Drawing No. 12-H.FC-04.,titled"Asn o Guar'lVind Abatement System ",sheets I through 1I 0f 11,prepared by Engineering Express, dated July 16, 2012, least revision dated March 22, 2013,signed and sealed by.F)-ank L. Bennardo, P.E., on Match 25, 2013. D. TESTS 1 Test report on Large Missile Impact Test, Cyclic Wind Pressure Pest and Uniform Static Air Pressure Test ofAstro Guard Hurricane Fabric Flexible Hurricane Wind Abatement System,prepared by Fenestration Testing Laboratory, Inc.., Report No. 10-541, LAB 46359, dated September 11, 2012, signed and.sealed by Marlin D Brinson, P.E. v J key A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.124004.02 Expiration Dates 1=01.20.15 L Approval Date; 04111/2013 L- l i Hurricane Fabric,LLC NOTICE OF ACCEPTANCE; EVIDENCE SUBNUITTEb 2 Test report on Large Missile Impact Test of 1unlitlunt Storrrr Bar,prepared by Fenestration Testing Laboratory, Inc., Report No. 1.2-541, LAB#6384, dated.Tarty 11, 2012, signed and sealed by Marlin D. Brinson,P.E. C. CALCULATIONS 1, Comparative Analysis and Anchor calculations doled Septelrtber 26, 2012, 36"pages, prepared by Engineering Express, signed and sealed by Frank L. Bennardo, P.E. D. QUALITY ASSURANCE L By Miantr-Dade County Department of Regulatoq and economic Resources. E. MATERIAL CERTIFICATIONS 1. Fabric specifrcalionr. Hel6y A.Makar,P.E.,M.S. Product Control Unit Supervisor NOA No.12-1004.02 Expiration Date, 10/2012015 Approval Date: 0411112013 E-2 �...nffbfy • / \ T■ is\./ GUARD. �I FRAtiX L OFtR1Nff10.RE ' �..` ` y �JPEk0465f9 y WIND ABATEMENT SYSTEM �`��No C A-9 # 4 549 GENERAL NOTES 1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED i. IN ACCORDANCL'WITH THE 2010 FWRSDA BUILDING CODE,FOR USE WITHIN ~rt AND OUTSIDE THE H101 VELOCITY HURRICANE ZONE PER TAS 201,202 AND "� 203 TESTING STANDARDS. _ rryTi#Itt}IIIpfSfli� © l e 1 J 2. NO 33 1/3%INCREASE IN ALLOWABI,r;STRESS HAS BEEN USED IN, fi THE DESIGN OF THm SYSTEM. WIND tDAODURATION FACTOR Lit n1.61Vt5 —.. SCREEN Zty• n BEEN USED FOR WOOD ANCHOR DESIGN. �n 415 3. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE p$5 WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATEENGINEERTIIG IN __.__ ... W ACCORDANCE WITS!THE GOVERNING OWE,PRESSURE REQUIREMENTS AS �. " DETERMINED IN ACCORDANCE WITH ASC£7-10 AND CHAPTER 1609 OF THE 2010 FLORIDA BUILDING CODE SHALL BE LESS THAN OR EQUAL TO THE TIT[}#ING N POSITIVE OR NEGATIVE DESIGN PRESSURE CAPACITY VALUES LISTED .o H610N FOR ANY ASSEMBLY AS SHOWN. to 141 4. DESIGN PRESSURES NOTED NEREIN•ARE BASED ON MAXIMUM TESTED i SPLICE DETAIL PRESSURES DIVIDED BY A S.S SAFETY FACTOR. S. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS DIFFEKNT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SMALL PREPARE SITE SPECIFIC.00CUMENTS FOR {J USE IN CDNIUNCTION WITH THIS DOWMENT. J 6. PMMITHOLDEASRALLVMFYTNEAOLQUAr-YOFTliEEXISTING STRUCTURE TO WITHSTAND SUFERIMPOSED LOADS, WOOD OUCKS(BY .. .� . .. .07HER S)SItA1.L BE ANCHORED PAOPLRLYTO'TRANSFER LOADS TO THE' EXISTING STRUCTURE. MAX Q.C. 7. THIS SYSTEM IS INTENDED FOILUSE ONLY OURING WIND STORM r MAX - SPACING r MAX 2'MAX EVENTS.WHEN NOT IN USE,PRODUCT SMALL BE PROPERTY STORED AWAY FROM Ii.___...��}{PER ANCHOR FROM EDGES FROM EDGES FROM PROLONGED EXPOSURE TO DIRECT SUNLIGHT BROTHER WEATtfERTNG EDGE 1 i i SCHEDULES OF OVERLAP � �OF OVERLAP <9 ;CONDITIONS, -. B. UNLESS OTHERWISE NOTED HMETtI ALL SCREWS SHALLBE 304 Olt QQ 316 STILES.STEEL OR CORROSION P.ESISTANT COATED SAE GR.5 CARBON � ,. ,f S. MAXIMUM PANEL SPAN,IV-r OPTIONAL OVERLAPPING SECTIONtu 10.MAXIMUM AI..LOWABLE DESIGN PRESSURE:&60 F SF SHALL HAVE A MINIMUM OF(2)CLIPS It PAN F•15 SHALL BE'PERMANCU%Y LAt*J.ED WITH A MINIMUM OF ONE ATEACH END,LOCATED 2"MAX FROM LABEL PER PANEL CONTAINING THE FOLLOWING: EDGES OF OVERLAP.CLIP AND OG HURRICANE FABRICCOM LLC ANCHOR SPACING AT OVERLAPPED PO Box 50153 SECTION SHALL NOT EXCEED THOSE CLAYTON,MD 63105 NOTED IN ANCHOR SOMDiRE3 TAS 201,202,203 �y MtAMI-OAW NOA NUMBER J 12.HURRICANE'FAERtC PANELS MAY PE'MOUNTED VERTICALLY OR N� ` HORIZONTALLY AS APPLICABLE. 13.DISSIMILAR MATERIALS SHALL HE INSULATED FROM TO PREVENT CORROSIONS AND ELECTROLYSIS AS NECESSARY IN ACCORDANCE.WITH THE 13 MIN. a6 ABOVE REFERENCED BUILDING CODE. L4.EXCEPT AS EXPRESSLY PROVIOEO HEREIN,NO ADDITIONAL _ CERTIFICATIONS OR AFFIRMATIONS ARE INTENDED. g RF•[_F,NTION CLIP END CON,�tECTUR: SIM, RHODIA ENGINEERING PLASTICS POLYAMIDE 65 FABA.IC;fiPECIF[C1tT1i7,PY: _ -- • �-- •-- -MAY SS INSTALLED TO UNLIMITED WIDTH TYPE OF YARN:TEXTII.E FABRIC CONSTRUCTION:25 X 2S WEAVE NOTE:PANELS CAN OPTLDNALLY OE ANCHORED ON THREE OR FOUR SIDES,FOR FOUR PRODUCTRBVISEU THICKNESS:1000 MICRONS&5Mo SIDE ATTACHMENT,THE SPAN IS 711E SEIORT DIMENSION BETWEEN FASTENERS, 05 camplpfro wph tiro Flarldu FINISH; RESIN COATED Bu11dtnsCodc 12-HFC-04 WEIGHY(ASTM.D 3776):10.83 02/YD= Acccptamol.I?-PIO .erg. TENSILE STRENGTH(GRAB MErHOD,ASTM04632),WARP:OnEZS,.WEFT,879WS � TYPICAL PANEL INSTALLTICtC�i. � Imo,€tri,7�,tDa1J _ �0 .��5 BURST STRENGTH(ASTM D 3786):ISOO PSI / Lyme ossurc�, Ii ABRASION.RESISTANCE(ASTM 04095):95%STRENGTH RETAINED i N.TS. EXTERIOR ELEV ����✓. . yf,WING• 2vRam111J.7J0 tct'WHIM' ���---SSI 9� SEWING ONLY AT SPLICE(SEE SPLICE.DETAIL).NO SEWING AT EDGES. N >� 11dJ✓�lwtTL.�S �'t f'�u r F��" /fiu�S�s�E::s ;�"� �'°."�.�J.�• �.���c: ��� ' 3' ` ♦ I rg _ .. . ��� SJ4"MAX TO (sCRwhrom ` "HOS7 fl MrNIMtRd SEPARATIONFROBf 6tA5s 1} :•te _.__�v .!ILL/���J Lai1NcLri!pR �lLl ��. NGUaP 43N6 IAPT OaN6$.w�ACK INN 19 PS P_:•. O�% •,R A.�l.b.F' wDEMO _R_ 0a DP1 sall !LT ' tiW' &7 dt BT a'•.��s� 1 b Ty .. ... (Y•ff 40 11 lob` 437" ANCHOR PER - `_.. TY �10-0' t4Y 18T_.. .,,•161r 16fi",,,,_ " I ANCHOR 1Y.0' 24 Y 22a' II4.3 f9A' S EVIL" 1/4"MAX TO 7/•a_ 20A 27.5' _234` 22.7-.. Tx (13)4SK3/2°Ptl5MS SCREEN EDGE 99.8` :.8.1• d a _ ,B<2°' si 1J (S)684/2"PH SMS - - N J EXIS TING y MOST ��-tt tA'AO ON k70snklo STAUMRf,FROM SCREEN au SCREEN SIIAN 6E.Si6N 0_Et£SS;tRL < 60 PSP SOPSF 40,PSF 9Q PSf /-SCREE,N Y,p" 20A 221.7 161.1 t57.T r --•^L ."" S6'-0' 481,2 448.4- 95f.8 2N1 5 � --- 77•L7' 520.8 401.2 31t1 '1441 'J27R 454.2 375.0 r WALL.MOUNT CONDITION z INTERIOR MOUNT CONDITION tar fi909 5'" Rats 397A N.T.S. SECTICN9 VIEW H.S.S. SECTION UlE3Y 1r�A° e5s.e . seta eD,ze 4,as 18'.T 880A 0k89..._ 524.0 437.5 :. 30A0 ON T HRSJiA SCREEPd gg .... T PFYiPENft[COIAR LpADfi(fhF)....................... . -} 410.175' 0.388' DF.S1flN PRESOf1RE ��(� n < � a 0:283" � k'Y3.408" SPAN DQ PEF 60 NSR 40 RSF.. 30 PSP_. „ n A 0• 12aA 10tk0 00.0'V B00 t] z Q.41?6' 470.406 p r �1 - 1.Q00" 8'•Q' 1o" i3D0�. 12" 00.465° �r ACC n 4 f� ,._.... •.'¢, 8 - ..8•V' .._24a? 200.0 ,OAo. ...t2o.0 . •`((}. o 40'A' .804A. 2EAA.._ 200Ss 1600_._ 0.0 ,ram seas 20 .•_ • o _..._ ..W.4 p. wtb'Ini- 4200 :. 35Q0 �1IIA0 21Rai._:. ... 3{N �c1 0.488' tff-0' 484.0 4004 32" 214A ftl � ....1i•'0•_._.1.....610.0,...._423A _,.N0G 205.0 w �� . . u 18'•2" 645.0 1 AS4,2 303.9 ..fi�rr 1..... 4.050" � „- ..F ...._........ ...... ... .. 00.706 0.5EtQ° � eta 0 com tO't RRV1SEU ramgfyfssg tviilulw Florida ka Huildinaco9t ' ArttTlApcu Na 0 In f}.a2 Z - rznft tl uT7aw,j? wiS 12 FRFC-04 j.,o.;,. t�aase : 02 Mt tillyoi• A uAt p1 QR;SON! BOTTOM MOUNTING CLIP TOP MOUNTING CLIPu^��� P(N.YAMIDE 66 2 N.T.S. POLYIIMIDE 65 b L-7 MAX O.C. \. Llty`c(\j;/�, •. z•MAX SPACING z°MAx FROM PER ANCHOR .- FROM z' N10.Qs a�3•,,,. • EOGE SCHEDiJUS EDGE i •--...- rrPnr TOP Of PANCt -DENOTES TYPICAL "p�'�••• 0 R t0 /ANCHORAGE POINT ALONG •'•'��iss�....... I-i � TOP AND BOTTOM OF PANEL y ' s ����t+rNrnll � m LL ZQ IM P Z tu z BOTTOM OF PANEL BOTTOM Dt-PANEL W --� -�, $, -ANGLED PANEL INSTALLTION PLAN VIEW � o p � "' -'--'-`---- MAY 6t:INSTALL6q YO UNL[MRED WIDTH--------...._..__�.�.. .. LY ANGLED PANEL INSTALLTION , Z x q l � • DEFLECTION AND GLAZING SEPARATION MEASURED - a FROM PANEL MID SPAN RRODUC7'gliVtS9D u:ccmPtybtg tvilli tho FtariAa Outt�fiT.B tiadc Atecpt saha�..a•.^ op z a tizpE{4uttcu k7tl�inl l N —" l /7; ZA tctcTnitoi 12-HFC-04 F"Vft uz ANGLED PANEL INSTALLTION PL 3 N.T.S. VERTICAL SECTION ' kv+frirtrrtt MAX Q.C. . ` ✓ 2"MAX SPACING p"FIAX+_.. `,���. FROM PER ANCHOR FROMEDGE NO,Q; � 1 . SCHEDULES EDGE *',• ':ya STAlr 0 0 ' ��QNAL� WALL BEYOND �?y � w 11�J1(, W�11g 61363 T6 ALUMINUM Jy K STORM BAR 1 BEYOND y V NOTE:NOR-SPAN OVERLAP SHALL.. - BE A MINIMUM.OF.1 S.X.THE PANEL_ PROJECTION FROM.OPENING l S LL "' 4 2 INSTALLATION W/ STORM BAR z STORM PAR LENGTH PER STORM VERTICAL SECTION d^�+ BAR D>siGN sCFIEDutE ___ ..._. IT)I INSTALLATION W/STORM BAR EXTERIOR ELEV .T.. g STORM BAR OESION SCHEDULE MAXSIORMOARLCNOTH ---- ..... ..,.. 2'x3"zlj0"G063 T6 -• -- ,.,. ... AN ._. AtICttO P[RFNp. 2ANCF ftI3)PERENb '3ANCROR PFJ2CND;3 .,. �.,. . PANE] ALUMItRIM STORM OAR SPAN 84 PSF 60 PSF dO PSF aO PSF WPSF 64 PSf 90 P..F 34 PSF 47 PSf 60 PSA 46PCF a0i6F .....••"�•.•_."' 3F'f 75' HO• 80'.-„ _.. Oi 76' :&0" 66' 84" 78•..... 89 84 78' 8A 66" ?.T' .. _79'.. 08 88' - OFT dT' SB' - TO' e0 Da• 6T" 7T H4• 4Y 87• T2. ._ ACCESS HOLE —eFT7 FT 37' dT` 64• 78• 74` --8a". 88• 76.. 80• _Ba• 64' 76' ` TFC aa' 40' 60' 4Y 60"_ FA' 85' 71 64" 67' 05'- ... 71' -- .__.........._......_.W.. _......,_,�, 1/4"E1C0 PANELMAT@ INSERT,ki/ 4 FT 26• a6" 44' 6V' M,.,,se• 57` . 3Qg........... 60, to L 60` _...Ov, 1-51e MIN-EMBEp'4FNF 4 MIN. �• EDGE DISTANCE AND 4 MIN. SPACING TO 2700 PSI MIN. X.Z����irfl4' CONCRETE NUMBER Or ANCHORS PRODIlarRBVISED _ _ PER.STORM.BAR END PER SCHEDULE, rs s4u•gdS�iaeE lvillklYrs;Pivtida suU] U2 - T3u1141afR tS;do PAOO qmCR2PTroNe A.rtst ftocu olklm'sccK4�Z- LN tn Dntp STORM BAR END DETAIL /} VERTICAL SECTION Mluml77:.tt cegfsBhRi • d .+'t• i . SCREEN EDGE CREIW14AX To MAX TO, .' ` SCREEN dO i - - � EN EDGE EXTRUSION 2 .. _-._ EXTRUSION z '�T4' °� -k-3 17 P sta EMBEp.- EXTRUSION 1 1/4"MAX TO .. ..: _ - "-. ifs'.�'At l SCREEN EDGE ANCHOR ANCHOR PER _...._� PER •'•.�� q ``` AN I PER . ANCHOR ANCHOR O• 't4 M ANCHOR --^-".... .� ..,._,_._. CHEOUIE � EOULE TM W w p -.._..._.w. U SCHEDULE � ...�� ,....., _ W Ty .. a -1/4-20 SIUD WJ ti4 SOS A7 C 1/4-20 STUD W/ WASUEREDWtNGNUT my om !- l 12"Q.C.MAX. WASNEREDz'�( H 1S W -I/4.20STUD%V/ a A710O.C. W. WiNGNUT AT "gill •l WASHERED WINGNUT EXi5RNG tXISTING �0• • • 10",O.C. W uI EXIST N Tx AT IV O.C. 41 T l� OST 1_2%2 rq J HOST T I CTU E'� STRUCTDA[/ PUILDOUT O W STRUCTURE �� {6}t6x1/2`PH SMS 7UgE m" 1 {6}t6x7/2•PH 5M5 N O E _ {6}s6x1/2"A14 SMS ._ _SCREEN SCREEN .SCREW ALTERNATE ATTACHMENT ALTERNATE AT <pr 1�4 Q 2 EXTRUSION I MOUNT EXTRUSION 2 MOUNT ALTERNATE ATTACHMENT N.F.S. - SECTION VIEW ,r N.T.S: SECTION VIEW _ a+- BUILD CUT TUBE MOUNT` 3 ` CJ NT.S. SEL7om VIEW `-' p .._. I �` 0.125 0.093° u6" � IROT1IlOTP,HVint3 Aj4yht g i0h tiw�`il��.....I Duiidinl:Ci�dc ._..— �_ I_- (+ Acceptnacc Plnl-.,./=`O •4Z `..� F......}o.3r4• 12-HFC-04 S��rril7a�ir�y6st;el Cb;isrnl scaua 02 BUILD OUT F TRACK /7"N F TRACK (12"X2" BUILDOUT TUBE a"na.oatcwTs�tl1 N.T.S. 6063-T6 AWM N.T.S. 6053-T6 M N,LS_ 6063.76 M.UM 99 4 1�1s..r•niH.leylttr! MUCHDR PUC?TES 114 ITwSAMMYSSCANCHORSGHEOULE•INTERIORMOUNTCONOMON(iH Oc. ._.. CHO _. a .y .... A2a5 PSTkaIN CONORE7F HOLLOWMMETE BLOCK GROUT MILLE6 COWAFTE KCK • 1J 4. 5EE'EXTERIOR ELEVATION FOR ANCHOR LOCATIONS AND/OR SPACING. .•.-.--. &9AN DMGN PRESSURE .,,. DE&�N PRC§5UP?E OEVON PRE80URE 2. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'REt'.OMM[14 ATTON& _.... ..._ 3, UNLESS OTHERWISE NOTEONEREtN,WHERE ANCHORS FASTEN TO NARROW FACE OF STUD -BO PSP 50 P5P kO PSF._dQ PSF» 00 P5F.. 60 PSF' 4R RSP sa I'S dO PSF. 8B F 3F L P&F.»-;SR P-SF `. Sr FRAMING.ANCHORlSHALL BE LOCATED IN CENTER OF NOMINAL 2X(MtN)WOCtS7 S7UD(I:e,3/4"'EDGE yd tdQ 10A :tR.a QA d.a 9a0 . 160 fQ0 10A » SQ. 100 11t0 - DISTANCE15ACCEPTABL.E FOR ANOiOnTO WOOD FRAMING). 0'dt' taA -1 EaR ..16Q Ea.O'� T.O- 'a»t T00 E�,O f,D.Q 1Q0. -fa0 lbQ. 4.- WOOD HOST STRUCTURE SHALL AE`SOUTHERN PINE"G=1A55OR GREATER DENSITY; :.»aiu-. 1Q8f_»i 10A »toA.. 70:0 _ 'tza. T2. . 8b 100 8.6 tAQ 40A ;f i@,d °4� .•,` 5 M(MtMUM EMBEDMENT SHALL BEAS NOTED 114ARCHOKSCHEDULE MINIMUMEmBEiMEW ffr.k 10.Q»_. fRQ t0.a ...,fa.0 __ax OA rz 4:i Ta_»._As 3 tuo fa.a flRl�70NAL AND.EDGE:DISTANCE EXCLUDES STUCCO,'FOAM,"RICK,AND OTHER WALL FINISHES. 12"-0 SaA fAA >1a0 : 10.d k.8 52 82mm_„„»r.0 -8,0„__., 7.R aa; tbA !!!!?IHH t .G: ANCHOR SCHSOVL:APPLIES TO ALL PRODUCTS CERTIFIED HEREIN,EYUT OEtLY PROV[DES ta-a' 4,? MI Q .,t00 100 4A 6 a � 8,8 &z ;....,,0.1 7A- )!�, V �E MA)aMUM.ALLOWABLE ANCHOR SPACING. MAXIMUM ALLOWABLE:SPANS ARID PRESSURES INDICATED E3'-A A.8 YO.Q _ 1RA 700 ,;4A �;_. d d 07 �A,d�. &9..� 72 R,3_:. z IN SPAN SCHEDULE SHALL AMM.Y. !8°.a 57 .. ta.0 f40^___9R0 - ,a,Y 40 ... q 0.2 dar 8.4 ^a.. 7, WHERE EXISTING STRUCTURE I5 WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD ._'� .'..» ». .... iU �s s2" iLa el rn VERIFY THAT FASTENERS ARE INTOADEiR1AATE YJOOp FRAMING MEI•ESEA$,NOT INTO PLYWOOD, iT-4" R.2 dO. t0A _ la.Q.. k.7 sta 4:k �;! d 18'-2." 1.9 &t. i06 f0.0 k.6 a.p d:f .k.5� 6A ZTin! " fl. DIACIEINE 5CREWS SHA1S.FRAVE MtNII•4UPi OF i12°ENGAGEMENTCF TEEREADSSN BASE ANCHOR Z AND MAY RAVE EITHER A PAN HEAD,TRUSS HEAD OR WAFER READ('SIDEWALK HQLT°;4 U.N.Q. ` w 9. MW DISIGNAYLS ANCHOR CONDITIONS WE€ICII ARC NoT ACCEPTAOLE FOR USE; 1I4 iTW SAS7iNlY S36 ANCHCR'SCHEDULE WALL.MOUNT COHD1TtUN VIC OiC.) $ 10.EDGE MSTANCES AHD CMgEDMENT RVVIREMeMS ARE AS FOLLOWS: ::.- -----------r .- yg '1 20.2;x/,4"iTW SAfAMY SIC. S365F51MfNCDIitRET1 _ MOLLOViCOHt TESCOCX„w ORCYU7FPJFtiOONORT YBQL{{NC E ..•-..•...- SPAN D£bYGM,I"FiL S1IHE DEsaiPAfvu`71RE ».. DESIGNPAUVRE 10.Ll 2.7/4"EMBEDMENT AND 2- EDGE DISTANCE TO CONCRETE -- _.. 10.1.2 1-1/4"EMBEDMENT'AND 2-1j2"6PGE.DISTANCETOHO[dAWCONCRETE BLOCK GOP"'F bates 40PSF' i0w 60PSF a9P5F- 4UPSF 30Mr.. r 00PSF -60PSF aaPSF 30F'SF ,l 10.1.3 2-Ij2".EDIBEOMENT AND 2-1R"EDGE DISTANCE TOGROUT-TILLEDCONOtLTE.Bi:OC.lf ra" {ao t0A 14Q. t0,0 Az EdA »_{aA,,,, ,;104t iaA t09_ 10.0 tU.A 20:2. A",ELCO PANEtMATE. NAtE�ORFE Al.i 9+ri Ida, f0A ^Tad fd ad r9 ra2 ta,R T.a Ra 1aa _tad,.. M.. 10.2:1. 1-.3J4"EMB£OMdh'C AND,2-712'EDGE DISTANCE TO CANI.RE tE 8''»Q• EaO,_� 10.a 'fa0 10.45.5 - 9.3 ..WAk 7,a ff,5 SP:o 10:2:2. 1-7/4`.EMBEDMENT AND 3"EDGE DISTANCE TO HOLLOW AND GROUr+IU:ED fib" fO:A CONCRETE BLOCK 12'-0• on lko' '61RA tt?0.�, k.E 47 _w 10.2:3 17j fMBEDI�CN?AND:yA Et7t DISTANCE TOW(JOD :aahr Ors, 0', ;1Qc iac k2 , a0 of 4.a 40 5.a T.d - it7.3.2j4 POWERS HOLLOW-SET DROPIN i4"a 8d Q5 tQQ tA0 ai 48 6.0 42 48 6A 8& .,......».. .r..,,,. ..:ft?.C(` 7Q ak .. 10:3.1. 7Jr` #llitbMEMTlJ3D3I12°. Z'EP#S'tAt#CE:ToCONCRETEANDHOLLOSAND..... »..._ ».» ...._..�.. ....._..EE. ..� .: . .... G"UT-FILLED CONCRETE MOCK 2DA.2 4"'ELCO PAPIELMA,TE-XNSERT d 10.4.1 1-5/a"EMBEAMNP AEID k°EDGG OISiANOE TO CYkNt32E'tE Cl: 10.4.2 I-1/4"EMBEOM:N7 AND 3.1(2."EDGE DISIANCE TO HOLLOW CONCRETE BL= �'I'''M I0.4.3 t 1/2 EMEEDMENIT AND 3.1/2"'EDGE DISTANCE.TO GROUTFILLED.CONCRETE BLOCK 10,S.2 4 ALL POINTS SOLID SET msa. 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