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HomeMy WebLinkAboutNOA- STORM PANELSE i. dEL NOV 202017 M IAM I•DADE e St. DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA American Metal Fabrications, Inc. dba AMF Building Products 150153�d Street Mangonia Park, Florida 33407 PERPJ11TTING MIAMI-DADS COUNTY Lucie Count;, F*RODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 wryw.miamidade.eov/economv 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.063" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. AMF002, titled " 0.063" Aluminum Stoma Panel ", sheets 1 through 5 of 5, prepared by Building Drops, Inc., dated June 27, 2015, signed and sealed by Hermes F. Norero, P.E., on June 02, 2016, bearing the Miami -Dade County Product Control Renewal starnp 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, city, state, the following statement: "Miami -Dade County Product Control Approved", and NOA number, per TAS-201, 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 air 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 #15-1207.04 and consists of this page 1, evidence submitted pages E-1, E-2, E-3 & E-4 as Well as approval document mentioned above. The submitted documentation was reviewed by .Helmy A. Makar, P.E., M.S. /f OUNTY % NOA No. 17-0118.08 Ex MIAMI DADE C��I' y Expiration Date: 04/18/2022 t 9' Approval Date. 02/23/2017 0 2.% x leo Page 1 a r American Metal Fabrications, Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 95-0717.06 A. DRAWINGS 1. Drawing No. 96-47, Poma Corporation, . 063"Aluminum Storm Panel Drawing, Sheet 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated 02115196, Revision No. 2, dated 03125196, signed and sealed by VJ. Knezevich, P.E. B. TESTS 1. Test report on • 1) Large Missile Impact Test, 2) Cyclic Wind Pressure Test, 3) Uniform Static Air Pressure Test of 0.063" aluminum storm panels x 104" high, prepared by Construction Testing Corp., Report No. CTC-96-008, dated 02116196, signed and sealed by Christopher G. Tyson, P.E. C. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report, dated 11127195, for Aluminum Alloy 5052-H36 by Precision Coil Incorporated, with chemical composition and physical properties. 2. Tensile Test Reports from OC Metallurgical, Inc., QCMJob No. 6BM-410, dated Februaiy 16, 1996 for Aluminum sample. D. CALCULATIONS 1. Storm panel anchor calculations, pages I through 10 of 10, dated 02128196, prepared by Knezevich & Associates, signed and sealed by V.J. Knezevich, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99-0219.01 A. DRAWINGS 1. None. (Drawings originally in file 95-0717.06.) B. TESTS 1. None. (Tests originally in file 95-0717.06.) C. CALCULATIONS 1. , None. (Calculations originally in file 95-0717.06.) D. MATERIAL CERTIFICATIONS 1. None. (Material certifications originally in file No. 95-0717.06.) E. OTHER 1. Letter issued by Al Purino stating that all documents are unchanged copies of 0.063 " Aluminum Storm Panel submittals, Acceptance No. 95-0717.06. elmy A. Mahar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 Approval Date: 02/23/2017 E-1 American Metal Fabrications, Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 02-0417.06 A. DRAWINGS See NOA 99-0219.01 B. TESTS See NOA 99-0219.01 C. CALCULATIONS See NOA 99-0219.01 D. MATERIAL CERTIFICATIONS See NOA 99-0219.01 E. STATEMENTS See NOA 99-0219.01 F. OTHER See NOA 99-0219.01 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 06-0706.17 A. DRAWINGS J. Drawing No. 07-309, titled " 0.063 " Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by J TV. Knezevich, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.063 " Aluminum Storm Panels Shutter, prepared by Hurricane Test Laboratory, LLC, Report No. 0411-1011-05, dated February 09, 2006, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. 0. 063 " Aluminum Storm Panels Calculations, Sheets 1 through 45 of 45, by Thornton Tomasetti, dated April 09, 2007, signed and sealed by John W. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 Approval Date: 02/23/2017 E-2 American Metal Fabrications, Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0419.01 A. DRAWINGS 1. Drawing No. 07-309, titled" 0.063 " Aluminum Storm Panel", sheets 1 through 5 of5, prepared by Knezevich Associates Consulting Engineers, dated April 10, 2007, last revision 42 dated April 17, 2012, signed and sealed by V J. Knezevich, P.E. B. TESTS 1. Verification Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0. 063 "Aluminum Storm Panels Shutter, prepared by Blackwater Testing, Inc., Report No. AE-12-002, dated April 23, 2012, signed and sealed by Yamil G. Kuri, P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. None. F. OTHERS 1. Letter of Compliance to Florida Building Code, 2010 Edition, prepared by Knezevich Associates Consulting Engineers, dated April 18, 2012, signed and sealed by V J. Knezevich, P.E. 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0809.04 A. DRAWINGS Drawing No. 12-167, titled " 0. 063 "Aluminum Storm Panel ", sheets I through 5 of 5, prepared by Knezevich Associates Consulting Engineers, dated .Iuly 10, 2012, signed and sealed by V. J. Knezevich, P.E., on July 10, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. E-3 my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 Approval Date: 02/23/2017 American Metal Fabrications, Inc. dba AMF Buildine Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-1207.04 A. DRAWINGS 1. Drawing No. A-411F002, titled " 0. 063 "A luminum Storm Panel ", sheets 1 through S of S, prepared by Building Drops, Inc., dated June 27, 2015, signed and sealed by Hermes F. Norero, P.E., on June 02, '2016. B. TESTS 1, None. C. CALCULATIONS 1. 0.063 " Aluminum. Storm Panels Calculations, Sheets 1 through 23 of 23, , prepared by Building Drops, Inc., dated June 02, 2016, signed and sealed by Hermes F. Norero, P.E., on June 02, 2016 D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None, D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. �fieffifiy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0118.08 Expiration Date: 04/18/2022 Approval Date: 02/23/2017 E-4 C-FNERe1 NOTES 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A LARGE MISSILE IMPACT PROTECTIVE SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI-DADE COUNTY PRODUCT CONTROL SECTION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE 5TH EDRRON FLORIDA BUILDING CODE 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd - 1.6 WAS USED FOR WOOD SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN RETT:RENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WINO LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7-10 A DIRECTIONALLIY OF Kd 0.85 SHALL BE USED. 4. THESE PRODUCT EVALUATION DOCUMENTS ARE GENERIC AND 00 NOT INCLUDE INFORMATION FOR SUE SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. THESE PRODUCT EVALUATION DOCUMENTS ARE INTENDED FOR USE ONLY BY A LICENSED CONTRACTOR PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AND ARE SUITABLE TO BE APPUED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HERON AND THE CONTRACTOR VERIFIES THAT THE EXISTINO STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSMTES DETAILED DETAILHEREIN. CONTRACTOR SHALL VERIFY EXISTING STRUCTURE CAN WITHSTAND SUPERIMPOSED LOAD OF SHUTTER. B. ANY MODIFICAHONS OR ADDITIONS TD THESE PRODUCT EVALUATION DOCUMENTS WILL VOID THE PRODUCT EVALUATION DOCUMENTS. 7. WHEN THE SUE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS. A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL ANO JUSRFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS/HER APPROVAL B) REQUIRE THAT A ONE TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE WAW-DACE COUNTY PRODUCT CONTROL SECTION. WHEN THE SITE CONDITIONING DEVIATIONS OCCUR WITHIN THE IOGIi VELOCITY HURRICANE ZONE AREAS ONLY OPTION 'B' SHALL BE ACCEPTED BY THE BUILDING OFFICIAL 8• PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHOULD BE PERMANENTLY LABELED AS FOLLOWS AMF BUILDING PRODUCTS WEST PALM BEACH, FLORIDA MIAMI-OADE COUNTY PRODUCT APPROVED 9. STORM PANELS SHALL BE .063' THICK. 3004-H34 ALUMINUM ALLOY WITH A MIN. Fy 25.0 KSI OR 5052-H32 ALUMINUM ALLOY WITH A MIN. Fy-23.0 KSL 10. ALL EXTRUSIONS SHALL BE 6053-T6 ALUMINUM ALLOY, U.O.N. 11. ALL BOLTS AND WASHERS SERAIL HE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.1 U.O.N. 12. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 13. THE PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SUE, BEFORE COMMENCING WITH THE WORK. LABEL 2' See N0le� { 1--1 Df1D 1.518' 1.118' 1.518, 12.00' PANEL COVERAGE 15.37' O FULL ALUMINUM STORM PANEL LABEL LOCATION 1.87'� n } r T I.369" 1.5" 2" Sea Note gm Este• 1s1B' 6' PANEL COVERACE---4 9.310' O HALF ALUMINUM STORM PANEL 2.251' 2.251' 3.5' .158' n fl.25' .,72' R25' R25' R.25' R25' 2251' T-• 2.25I' �F .063' .09'1 .09 .063, I .09" TYP. TYP. TYP. TYP. TYP, 1.257 d L -�20I-� - 1ZzD,' 2.0ro,:2242,24' 2.24" 2.2e 2.24 Oh"HEADER Heavy "h" Header _ HEAVY "h" HEADER "U" HEADER HEAVY "U" HE h"H=A ® sm!e::s--ra.^ O. suH:r=,o © 6®1rei =Ia• O scaa:3 :A•.p• 093, .888-• 0.27- .37' �-{ 8 TYP .313' .184' I I 275 1/4-20 MACHINE .44' TUD S' 6' i� .Ble 1' OR 12' O.C. 1.378'.932' .125' _ L 928" 2" � N TYP .2:1 .138".0TYP L 2' MIN 93' L 1/4-20 MACHINE SCREW 8 5' MAX. DMTRtALL TAMAf•1N10Y WITH 7/16' HEX HEAD ® WA5HERED WING NUT O KEYHOLE WASHER lh '£RAC K STUDANGLELZ BUILD-0OUTANGLE SIZE •may k pL'4F 9a5 AMERICAN METAL FABRICATORS, INC. ssmss•e sucec Yur�rva Park YLAzaw PLeRszlrso.smv FP%: asT1>sumo WIDTH UNUMRED WIDTH UNLIMITED A `Z• PPPROYEO HEADER PANELS MAY (PEITPENDICUTAR TO PANEL SPAN) �(PERPENIXCUUR TO PANEL SPAN) BE MOUNTED ' HORRONTALLY ` 1 i 'EV }Ti10;j:, 17-9118•08 y� Ems.- en I>.L;.O.-�{.i -�ZZ•' \�' PR �I T_T EEVATION APPROVED SILL TYP,rELEVATION m mZ aLn REVISED Q.N Z J SG ¢ F- 14 ilhtheflorid, Z 0 Q V S U Z 'oaf DWG #: AMF002 , :tr F;DR,L SHEET: 1 OF 5 C5 CONNECTDN TYPE C4 CONNECTION TYPE EDGE OIL' EXISTING CONCRETE. EXISTING CONCRETE, EMBED. REFERENCE ANCHR REFERENCE ANCHOR HOLLOW BLOCK OR HOLLOW BLOCK SEE SCHEDULE FOR MAX. SCHEDULE FOR MAX. WOOD PRUNING. SEE SPACING EXISTING CONCRETE, SPACING EQ. EQ. WOOD FRAMING. SEE ANCHOR SCHEDULE B/SLD -F ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE. OR© HOLLOW FRAMING. OR ON (TYP. OF STRUCTURE / RDSC PRUNING. SEE (TYP. TOP & BOTTOM.) .25' ANCHOR SCHEDULE BASED (IYP. TOP & fKITTQNJ - ON TYPE OF STRUCTURE EMBED.s. EDGE 'S• (TYP. TOP & BOTTOM.) GIST. .25, MAX. L EDGE EXIST! G GLAZING EDGE LIST. Cl CONNECTION TYPE J REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE (TTP. TOP & DOTIDM.) Cl CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING FOR MAIL SEE 2 F RLMIN. jE oTa61e 2 6 ORQ T DISF. {-=A.LE -1 SEP.ForNIN.s�FROM SaP- 9. SEE CLASS im o B wW FOR MIN. w ® : grass sl Sa. FROM LN9� .3� oj \ aGLASS EXISRNO GLAZING 4BED. o-,J I 25 f O WALL MOUNT SECTION EMBED, C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX, SPACING .25' NAY. r;g 2 SEES TARE 2 FOR MIN. SEE. �} CLASS 11 C.• .25' MALL O BUILD -OUT MOUNT SECTION B .25' MAY, Cl CONNECTION TYPE - EQ• O' R:FERENCE ANCHOR CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SCHEDULE FOflMAX. EMBED. - SPACING .f i SPACING EDGE DIST. ® TRAP MOUNT SECTION © WALL MOUNT SECTION EMBED. CZ CONNECTION TYPE / REFERENCE ANCHOR Cl CONNECTION TYPE REFERENCE ANCHOR 3. T;� SCHEDULE FOR NIX. SCHEDULE FOR MAX. ii SPPCINC / SPACING EKISRNG CONCRETE FA.t EQ. HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEDULE BASED Eppg �— ' ON TYPE OF STRUCTUfTE pfy-T, N (TYP. TOP & BOTTON.)+_ IRATab2 AMERICAN METAL FABRICATORS, INC. ssD3ss.e saen e ovrar rtsTam MavH: T663119D 5)59 nz:4s91)7 171 W m Z M i N m Z 0 I"'1jraj O G Gjm� U) v) = l x V F p F-1 .c µ d Q > CT �a¢ m e Ewa.ED Q m V) Z H z CC Wv W �I OPDONAL LEG DIRECTION p fl 1 III .......... EXISTING-,�;zn:,��i`lo(��OJ O 8 Z.�j GLAZING C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING O ALT. BUILD -OUT MOUNT SECTION F` ";1 TU- UTma3D3yi,;g PR4DT7CT Rf.:ViSED LYi1): Lw_ Flwi i:: I.- t` Q NJ= U)I Z ts Uufinee (sh= p p V DWG#: G'G+iRtlGn D�S AMF002 ST//�_' SKEET: 2 OG 1 Q OR 1 1/4,�♦ FASTENERS O 12" O.C. FOR MAX DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. EXISTING CONCRETE. & 0 8' D.C. FOR DESIGN LOADS GREATER FASTENERS O 12' O.C. FOR HOLLOW BLOCK OR THAN 110 PSF. DESIGN LOADS LESS THAN WOOD FRAMING iYP. (SEE ANCHOR SCHED. OR EOUAL TO 110 PS.F. & FOR ANY ACCEPTABLE ANCHOR) ALUMINUM ALLOY ANGLE O 8' D.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. OPTIONAL LEC DIRECTION i ,/4• ClASURE PIECE 1' X 2' X 0.125' MIN. TO (SEE ANCHOR BONED. FOR ANY ACCEPTABLE ANCHOR) MAX 2' X5'X 0.12V LIM.2' F EXISTING CONCRETE, HOLLOW BLOCK OR EMBED . Q OR 1 WOOD FRAMING TYP. _ _ # I 2' MIN. � I ALUMMIJM ALLOY ANGLE BUILD -OUT MOUNT CLOSURE SECTION EMBED.-R CLOSURE PIECE: I' X 2' X 0.12s' MN. TO 2' X 5• X 0.125 MAX. TRAP MOUNT CLOSURE SECTION O Q Q OR 1/4• MAX. 1/4-20 STAIN' 6T1=L BOLT & WT NUi O 24' O.C. Cr Q OR D EXISTINC CONCREE, HOLLOW BLOCK OR WOOD FRAMING, TYP. O WALL MOUNT CLOSURE SECTION QO R 1 EXISTING WINDOW 20 GAGE STEEL BENT /—PULE OR 2' X 2' X I/8' / 6063-T6 ALtlM. ALLOY BEM PINE 1/4-20 STAINLESS STEEL BOLT & WING- NUE 0 24' O.C. (TYP.) OPlCAL CORNER COUSURE PLAN )W Q TYPICAL CORNER COUSURE PLAN EXISTING BAY WINDOW 20 GAGE STEEL SENT PLATE OR 2' X 2' X 1/8' .sT6 ALUM. ALLOY BEM PLATE Q OR 1/4-20 STAINLESS STEEL BOLT & YANG - UK 0 24' O.C. (rep.) Q TYPICAL CORNER COUSURE PLAN MI AMERICAN METAL FABRICATORS, INC. Z0153N soul M.—n—,k%3NW FH:±S5319965199 FAX:(55Qr9—v Ed Z m n m Y Z o O z d m J P W {{Q V l0 GTD Z ¢ m O p z ¢ a% z m n Cc DO 3 o i 01m a F- L-3 V) H Z Lo `H H J U W w a ' 7 ppV $mffi � Lu T m PROi�(iGT �cV±CED es tors;±}z^.g WIL'i the F:OriiU ¢ R^u Z 3 �t LZL U S ¢ Z TU Buii3s�3 C.x7e � DWG #: -t ncxP±s<c ivOL�L•. AMF002 Dy SHEET:: 3 of 5 r1R 'M' r.+t:r:w•esG± mimmoommmmmmmlilmmommommomommmmmmm :�—L,11L,LU,\II 111 mmmmmmmmmmommmmnmmmmmmmmmmmmmmo mmmm mmmmmommmonmmmmmmmmmommmno �Mmmmnmmnnnmmnnummmmommmoommmoo mmmnnnmmnnnmmnnnmmmoommmoommmon e;t�l4.n,nn, n, Im ��®®®�®�®�®��®®mmmmmmmmmmnmmmoo • ®�®��®®®®®®���®�mmmoomoo©omn°�om m®�®m®®®®®m®�®��mnonnm000nm0000 mmmmmmmmmmnmmmoommmmmmmmmommmon mmmmmmmmmuemmmu mmmmmmmmunmmmun • ��n{ttlln ,nnnnnnn mmmmmmmmmoomnnnammmmmmmmnomnnnn mmmmmomon©©mon©©mmmmnmoonomoo©o mmnnnmmnnnmmunnmmunnnmonnomnono • mmmmm000000nmoommmmmmmmmommmm mmmmmnnnonnnnno©mmmmmmmmnmmuoon I—IIl— mmmmm©n©n©©n0©�nmmmmmm�oo©mnnnn mnnnn000000000mommmoomnonomono monon000mnoommumnnnamnnnmmonooi mmmmmmmmmmnmmmommmmmmmmmmmmmmmo "�■!I mmmmmmmmmonmmoonmmmmmmmmmommmon' mmmmmmmm000moo©nmmmmmmmmonm®moo mmmmnommmnmmaonommmmommmnommmnn mmnonmmn ©©mmm5mmmnmmmmnnmmmnn m000non©©�®nn�®00000©o©®®000® •. mom®m®o®�®®�m�000®®o®€�®®m®®®® ?EdNnu\�iiolnonv> ��®��®�® n�®®®mmmmn���n©nnOn©I mmmnoomo® mmmmo�°iinmonnnam n 0® �Istl1'Inn \\ \ > mm��m®®ISi®�®®�®SuTlmmmn�i®®�GL4®�1�3➢CS1®®' mnnnn®®000®®®o®�oonn®� o�m�mamm • mmmmm0000©000©oommmmo mmn000000 mmmmm©nono©©nnommmmmomnonnnn©n©, mnnonn©nn®m©nnomm©00000nno© nn m©©©®®0©n�®nno��mon©0©onnonn©® mmmmmomm©©00000©mmmmommonumoonol mmmmm000©o©o©000mmmmom00000©nun mmmmnoo©nnnon©oammmono ©©nn©©oo mmnnnnnnnnnnnnaon©onnnnnnoo©nn FAS`EENER�f I REQUIRED FOR VARIOUS 2ESIGN LOADS AND SPANS m�©m©®mOm©m©Clm® �� ° - m®mmmommmm°n®m mo m®mom mmmmnnmmmnnmmnn mmmmm®nnnn000nnm mmmmm®nnnn®ono®® .... ,.• mmmmm®nnn®®nnn�� •. .� mnnnn®nn mmnnomm nnnmonnnmm©nnf® %mmmmmmmmmnmmmnn ?7ai;, RU1\1UU1L11U> mmmmmnmmmnmmun�nwn �_ fAIIU LI\11111\1V mmmmmmmnnnmmnnnn mmmmnmm�nnnmonon • moil mmonnmm�nnnoonnn ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE 13ASED ON THE EXISTING" STRUCTURE MATERIAL, ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY DE CONCRETE. HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE IS POST -TENSIONED CONCRETE CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE SUCH THAT CABLES ARE NOT DAMAGED. 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 9. WHERE LAG SCREWS, MALE AND FEMALE PANEL MATES FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN,) WOOD STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILUPS PAN HEAD OR HEX HEAD. 10.MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. I1.=OESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 12." DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT- 13.RTHE MINIMUM EDGE DISTANCE FOR THE POWERS ZAMAC NAIL -IN EMBEDDED IN HOLLOW CONCRETE BLOCK IS 3-3/4". 14.POWERS ZAMAC NAIL -IN AND ALL POINTS SOLID SET MASONRY ANCHOR MAY NOT BE USED IN CONCRETE SLABS OR CEILINGS. EXCEPTION: THESE ANCHORS MAY BE USED IN CONCRETE F_ SLABE S ON GRAD 2 eemgi.m; wi9ahc Fhx iiy SPACING PER SPACING PER AN FROM MIN 2x ANCHOR DIAMETER MAX. 1/2 ANCHOR SPACING ANCHOR SCHEDULE ANCHOR SCHEDULE SCHED.,TYP. �•�•a ,;. �a �iMi. az ALUMINUM MAN.; %1�Z:,;,!* EXTRUSION PRODUCT RieV1S'tsl a: tu:¢S•ri^.. ifi:tG. }`FCF4 Bolding On..k: AMERICAN METAL FABRICATORS, INC. tsmsna svrel Man6oka VaA. F:33t0i V) Z O Z P H a Lu v Lu a/ 43 Zp�':Fi'b' •wJ��e n �Biiis PROF ;`a` ¢ Z J = 2 u Z - OWG #: AMF002 SHEET' 4 OF 5 i - I { � /� )\/ � / \ ,...w,w,eweweew ��%�� m Rae )\§,kkA p §7�¥� +§ m c� § §§$ 2/ » E§ G§§ k� )� Wo \§§ M )o /�) \ ®d §§2 om \/ ��k ) g& \(K 3 ,a, » 2M {( / • . §k mc - \ ,w m e #�@ \ ° 2 Game �a k k+7 ,� ° REVISIONS w; g «' mo «maw m _s $� 71 -#OWN � / N y/ =aDESCRIPTION s DATE m� e� w� _2 � . :+_ PREPARED m �#E?§ r Z / 0 cHFN 0, As Lim m27 INC./ )� \, , 7. O f _�l�� mEy�BEACH aD. 8 SCALE »e 7 e� > n« KTNH m e m m _ 20 ,=§R§aa§m§a§aaQemM@mq� � ;E;;.keeamkakk,ka;;;ak _/ %(. /2 = e§ -- � - Miami -Dade County Page 1 of 1 Miami -Dade County Building �L��`k�!7- EJ Product Information for N.O.A. 17-0118.08 NOV 2 0 2017 PER! ITTI NG St. Lucie County, FL NOA 17-0118A8 t (library/productcontrnlJnoa/17011808.1)df ) Superseded_By File Status File Approved File Classification High velocity hurricane zone Category Shutters Subcategory Storm Panels Material Aluminum Applicant American Metal Fabricators, Inc. dba AMF Building (pc -result derail app.asp? app alias=103345 ) Expiration_Date April/18/2022 Impact —Rate Large and Small Missile Impact Maximum_Design_Pressure_Positive 120 Maximum_Design_Pressure_Negative 200 Description 0.063" Aluminum Storm Panel Shutter Green Sustainable Attributes NONE For a detailed description on the File Status, click the NOA File Status Key. Lbuildingl -result key app.as Page Last Edited: Wed Jan 25, 2017 10:40:27 AM xQ http://www.miamidade.gov/building/pc-result_app.asp?fldNOA=17-0118.08&BasicSearc... 11 / 15/2017 .