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HomeMy WebLinkAboutNOAMI�DADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL Dr*rMON SC WED MIAMI DADS COUNTY, FLORIDA WTRO-DARE FLAGLER BUILDING Si I�A,O0��GNIIAM� FLORIDA35II130 1563 (305) 375 2901 FAX (305) 375-2908 NOTICE OF -ACCEPTANCE (NOA) Jeld-Wen, Inc. 31725 Highway 97 North �IVID Chiloquin, OR 97624 I FEB 0 4 b019 SCOPE: This NOA is being issued under the app 'c��le �saneth`e verning the use of construction materials. The documentation submitted has been reviewed by Miami -Dade County Product Control Division and accepted by the Board of Rules and Appeals (BORA) 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 Division (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. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division 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: Jeld-Wen Series "Door Craft" Single Outswing Insulated Steel Door (Steel edge) APPROVAL DOCUMENT: Drawing No. S-2075, titled "3-0 x 7-0 Outswing. ", sheets 1 through 5 of 5, prepared by R-W. Building Consultants, Inc, dated 01-15-01 and last revised on 12-03-01, bearing the Miami - Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered"after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, -use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA 01-0122.09 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda; P. E. NOA No 01-0122.09 { - Expiration Date: April 25, 2007 Approval Date: April 25, 2002 Page 1 DoorCrati°Steel Door. JELD•WEN OUT•SWINQ OPAQUE STEEL EDGE DOOR IN AN ADJUSTABLE SPLIT STEEL JAMB GENERAL NOTES 1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE. 2. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERV SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. DESIGNED PRESSURE RATING SHALL BE AS FOLLOWS: —SEE DESIGN PRESSURE RATING TABLE SHEET ONE. 5. TO IDENTIFY WHICH SYSTEM MEETS THE REQUIREMENTS FOR WATER IN MIAMI—DADE COUNTY, SEE THRESHOLD DETAILS. Face sheets: 24 ga. (0,022") minimum thickness, Galvanized steel A-525 commercial quality — AKDQ per ASTM 620 with min. average yield strength Fy=34,660 psi. Core design: Expanded polystyrene with 1.0 to 1.25 lbs. density, manufactured by Jeld—Wen. Construction: steel face sheets are glued to the expanded polystyrene (EPS). The steel rails (.040" min.) and steel stiles (.040" min.) are rolled formed. The face skin at the top and sides are bent over and into the stiles & rails to make a mechanical lock. At the bottom the face skin, is bent 90' over the roil. A wood lack block reinforcement is used. frome Construction (Both Frame Types): The head %am s on side j4m s a� reatwo p ece formid steel rame. The base frame is 16go. galvanized steel. The closure frame is formed from 189e. galvanized steel. The head jamb extends post the side jambs. The side Lambs have tabs that are inserted into slots in the eader and are bent over 90' to form a mechanical lock with the header. The units use a bump face threshold. TABLE OF CONTENTS SHEET # DESCRIPTION 1 GENERAL 2 CROSS 3 CROSS SECTIONS DUN TO 4 ANCHORING LOCATIO DETAILStBUTH FRAMES 5 UNIT COMPONENTS & BILL OF MATERIALS 39.139" OVERALL FRAME W. {— 39.3 OVERALL FRAME W. 36" MAX. PANEL WIDTH I 36" MAX. PANEL WIDTH 0 0 JLJJJ ® o �X o a w x W W W x x o 0 Co oo. a o Id M Ta � o a o I u JELD—WEN STEEL EDGE DOOR IN THE KEWANEE ADJUSTA—FRAME VIEWED FROM THE EXTERIOR OUTSWING UNIT DESIGN PRESSURE RATING * WHERE WATER INFILTRATION UNIT TYPE REQUfREMENT IS NEEDED SINGLE 3'0 X 7'0 1 +70.0 PSF —70.0 PSF JZ� dd 0 Coil � o� ppf/1 m ozW mm ,n �; XWQ WU OWj p �j a JELD—WEN STEEL EDGE 000R o IN THE DUNBARTON REDIFLEX FRAME c� VIEWED FROM THE EXTERIOR OUTSWING UNIT Z �%BUILOMa CONSULTANTS, INC 813.884.3831 O�TTs 01 15 01 ,WF:ovd.-mpfrbV"*htne srue N.T.S. /1 N, get 0wo. a(.*TJH tto>as CHK BY. RW Mp�I,,���cttt��Mde DRAWN) No.: pr��S1 S-2075 sHTk7 1 of 5 SEE NOTE #3 25" MAX SILICONE 2.25" MIN. EMB. SHT. #4 FOR SPACING SHIM CAULK, TYP. <• 19 14 .' a p OPTIONAL 4 a :. SEE NO(TE //3 37 ITEM 14 SPACIN#�G FOR 19 a'' ° 36 21 Z N 37 ° 4 INTERIOR C) 25 TOTPTIONAL EM SEE NOTE 1 z 3 O 24 = SNAP -ON TRIM PACKAGES ARE AN OPTION 20 h AND CAN BE ORDERED FOR ONE SIDE, BOTH ? � . .. ' a = O � C7 = SIDES OR NOT ORDERED AT ALL. m no 2 c, gxx 11 24 35 N N W n .a.• W • 2 W •• 25 15 ?� z¢ 77 20 13 33n Z W 1.33" MIN. EMB• ¢ 5ow _ MEMO 2: ..a oo�m oLL 2HORIZ.QNTAL BOSS SECTIONid F- 2 LATCH JAMB TO BUCK 3 OPTIONAL X w m y o ITEM SEE NOTE 3 _ 17 .25" MAX. 14 SHT. 4 FOR o-�� c y2 aSHIM SPACI G oIM 0 20 • ' a U °d. 36 z x 3cr F)MtO a 24 19 INTERIOR 17 1 z a INTERIOR 6 �i .r Z O � 1.75" MIN. • ' . ' PANEL THK. EXTERIOR INTERIORm o 9 4° N •. N O 12 10 8 10 30 ; o 29 z z EXTERIO 16 •: z °n m 13 23 7 25 N M 5 CONSULTMTa', INC 0_HORIZONTAL CROSS SECTION 813.684.3831 • a : ° 2 HINGE JAMB TO BUCK •. d°'.' •'•4 .°':• •• ••i• 'e.. q WEE: 01115101 d . n ` a • • ° ' . ° 'd , ' ° ged m maplylag.'ae �tre N.T. S. • . Ba�Wivg`ON. sr TJH g RTICAL CROSS SECTION W/ CHK. M RW /-1 VERTICAL CROSS SECTION W/ 2 HIGH WATER DAM THRESHOLD ITEM #9�� DRtN NO NO 2 ENDURA BUMPFACE THRESHOLD ITEM #29 NOTE: THIS THRESHOLD HAS NOT BEEN �r 7 1• Z�anr�{� S-2075 TESTED FOR WATER INFILTRATION yrca _?_ OF 5 N co SEE DETAIL "D" e , :o � 6" B" O2s p. I'll— - —11.1 � b 1 II.25 IIco TYP. SEE NOTE #1 BELOW FOR HEADER & SIDE JAMB ANCHORING _ 25 _ TYP. 8 30 I P. TE 1 6" 6" EXTERIOR VIEW CjjORING LOCATION FOR THE DUNBARTON FRAME & KAWNEE FRAME 0 8.0" FRAME HINGE REINFORCEMENT KEWANEE FRAME 7GA. H.R.S. e : •o FRAME HINGE REINFORCEMENT DUNBARTON FRAME 7GA. C.R.S. M SEE DETAIL "C„ NOTES: 1. ANCHORING SCREWS IN THE HEADER AND SIDE JAMBS ARE IN THE FACE NAILING FLANGE OF THE FRAME. IF THE ANCHORING SPACING DOES NOT FALL ON ONE OF THE PRE —PUNCHED HOLES, DRILL A HOLE IN THE FACE NAILING FLANGE AT THE z CORRECT DIMENSION. o 2. WHEN USING THRESHOLD ITEM #29 OR #30 USE ITEM #8 TO ANCHOR THEM DOWN. WHEN USING THRESHOLD ITEM #9 USE ITEM #30 TO ANCHOR IT DOWN. ^ c 3. THE CLOSURE FRAME FOR BOTH UNITS ARE ANCHORED WITH THE SAME SPACING AS THE BASE HEADER & JAMB FRAME OF THE SAME UNIT. ANCHOR THE CLOSURE FRAMES WITH ITEM #14, SEE SHEETS 2 AND 3. �%uaoo coNsu�rnnrs, at3.a94.3531 II Appovedwcomplytgwmthe SME, N.T.S. Pbclde�uldtogt odp owr. er: Till _t..s 4aaZ M 1Dade ZReMId as BY. RW wuwmG No.: stsea �• Li+a+.ia_ S-2075 snr_ 4 of ` f--- 3.137" N N N +I-i v `O ofI �i VARIES W/ �� 1.454" �1.875" - I 1.2" WALL SIZE KEWANEE ADJUSTA-FRAME KEWANEE ADJUSTA-FRAME KEWANEE AOJ STA-FRAME SNAP -ON TRIM PROFIT CLOSURE RAME PROFILE BASE FRAME PROFILE F18GA. STEEL 16GA. STEEL 2 3 4 18GA. STEEL 3 36 S© -1 1.73" 1 h ` 1.268 L -i I I II T .25" --� i-- --{ .580" 1-- L140" FRAME WEATHERSR77 ,525" DOOR STEEL EDGE CAP. SCHLEGEL 0-LON ODST6fOLD WEA 'HERSRTIP TOP. LATCH STILE & HIN 11 SCHLEGEL 0-LON ODS650 .040" ROLL FORMED STEEL 24 10 � 11 1 04 a 25" -� r-� h m 'o L.J 1_J LJ N --� VARIES W/ T e 1.73" WALL SIZE 2.115" -�{� 1.875" I DOOR STEEL EDGE G4P. BOTTOM .040" ROLL FORMED STEEL DUNBARTON REDIFLEX FRAME DUNBARTON REDIFLEX KERFED FRAM CLOS IR FRAti! PROFl BASE FRAME PROFILE 18GA. STEEL i6GA. STEEL 12 33 34 6 7 8 ITEM DESCRIPTION MATERIAL 1DOOR, STEEL FAC 2 ADJUSTA-FRAME BASE HEADER 160A. STEELBY KEWANEE STEEL 3 JUST -FRAME HINGE JAMB 16GA. STEEL KEWANEE KEWANEESTEEL STEEL 4 USTA-FRAME LATCHJAMB 6GA. STEELBY 5 4" x 4" BUTT HINGE 12 a..097" HAGERSTEEL 9 i PFH WOOD SCREW HI GE TO OOR STEEL 10 x 1 3 4' PFH WOOD SCREW STEEL 8 3 16" TAPCO x 2 1 4" LG. STEEL 9 •IP 10 OM ION EATN THRESHO SCHLEGEL - ON QDS 650 FOAM IL 1. 3" x 1.21 x 0.0 0" T K. STEEL RAIL 1.73" x 1.21' x 0.04E THK. STEEL ILE 1.73" x 1.21" x 0.040" THK. "SIDESTILE ' FH. WOOD SCREW STEEL OCK BLOCK 1.67 x 3.0 x 11.75 WOOD 1.18 x 82 MDF BOARD17 POLYSTYRENE 1.0 to 1.25 Ib. DEN99 BY JELD-WEN FOAM 18 NOT USED _ 19 2x WOOD BUCK WOOD 20 SHIM MATERIAL .25 MAX. THK. _ 21 KWIKSET TITAN 700 SERIES KNOB - 22 KWIKSET TITAN 700 SERIES DEADBOLT - TT FRAME HINGE REIN. PLATE KEWANEE FRAME FOAM 4 CO P ESSIO W THERSTRIP E SCHLEGEL -LON DST 675 FOAM 25 8 x 2 1 2" PHILL. FLATHEAD WOOD SCREW STEEL 26 KERFED REDIFLEX FRAME BASE HEADER 16GA STEEL BY DUNSARTON STEEL K TWA.STEEL BY REDIFLEX FRAME HINGE JAMB iDUNBARTON T E RmlFRAME LATCH JAMB 16GA. STEEL BY DUN RTO L OUTSWI7NG BUMPER THRESHOLD .050' EXTRUDED ALU . ENDURA PROD. ALUM. 3 1" TAPCON x 2 3 4" 1Q. STEEL ,31 FRAME HINGE REIN. PLATE DUNBAR ON FRAME STEEL NOT USED 33 REDIFLEX FRAME CLOSURE HEADER 180A. 81 OUNBARi STEEL STEEL ,54 REDIFLEX RE JAMB 18GA UN ON L ADJU -FRAME CLOSURE HEAD 18GA STEEL K ANEESTEEL 36 ADJUSTA-FRAME CLOSURE JAMB 18GX STEEL. BYKEWANEE) STEEL 37 jrA TE SHT. 02 ) STEEL 38. mFRAME STEEL MNr22GAtO DPEGLVBY DUN8RTON) CS6IVINriAS11VC .12�5' MIN.WALPL U ON STEEL ALUM. RIGID PVC i� 0 4.563" to 1.49" 2.125 --1 �-� i 1�9 3:25" -• 1. 2' e1 ALUMINUM CASING T T 5.25"-.045P WALL THK. to OUTSWING BUMP THRESHOLD (ND RA) pUTSWING BUMPFACE THR SHO D EXTRUDED ALUMINUM .050" WALL TYP. 2g HIGH E DAM WA ATER DAR DAMWATER DAM O .051 " EXTRUDED ALUMINUM Lr.IM-{ i�445�r-�- ` 327" 7 I REDIjEAME�ELAME STEEL CASING, PROFILE 22GA. HOT -DIPPED GALV. 38 ID PVC. PROFILE f! .125" MIN. WALL THK. . pM°gwile the p.Pu" -O/ Z2• �II�IDa�Ttadrlel I - Li °zcl, z30ry 3: Ua 813.684.3831 e 01/15 01 F N.T.S. E BY. TJH 1. ac RW WING NG.: S-2075 ET 5 OF 5 2.25" MIN. EMS. 11 10 �J f = c� 17 0 m EXTERIO INTERIOR 1.75" MIN. PANEL THK. 12 10 8 2 .�e•:, n, •,.. •' e• a . ' da' �•'d SEE NOTE #3 SHT. #4 FOR SPACING 33 14 SEE NOTE #3 19 SHT. #4 FOR SPACING p 38 OPTIONAL ITEM SEE NOTE ° NO T SNAP-ONTRIM PACKAGES ARE AN OPTION Z • :� AND CAN BE ORDERED FOR ONE SIDE, BOTH e ° SIDES OR NOT ORDERED AT ALL. = �cn N Unw tV tV °. VERTICAL CROSS SECTION W/ 3 ENDURA SUMPFACE THRESHOLD ITEM #29 5" MAX OPTIONAL SHIM 38 ITEM 1.33" MIN. EMS. I -� 2CROSS SEC77ON 3 LATCH JAMB TO BUCK .25' MAX. OPTIONAL SHIM ITEM �i\\��6ry�Ij7 l 16 13 31 © HORIZONTAL:1_ iO. v HINGE JAMB rl1 VERTICAL CROSS SECTION W/ 3 HIGH WATER DAM THRESHOLD ITEM #9 NOTE: THIS THRESHOLD HAS NOT BEEN TESTED FOR WATER INFILTRATION 21cc cc 0 R 2N � 1 17 Obi UQ¢to Z?�0N �3=g =� e3 U a w ^ 000 B 4 O I. OZ 2 o s SEE NOTE #3 3SHT. #4 FOR xwm yJ°a~ d (n SPACING �Ic��? c cnj 1'a My¢ U .Qd. . • d • < ' r1 11 o II 813.884.3831 DATE; 0111510 Approv-dascompWalwithft SCALM N.T.S. �totfineaulacoY Dwo. BY, TJH e to A►81f_z5,2&o2— NQ7N pi—eizz.�o DtA( t1r: RW ukwh hodwCanW DRAMNO.NO.: S-2075 SHEEP 3 - 5 'em nVN( MIAMF E MUNUU DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA I American Metal Fabrications Inc. dba AMF Building Products 150153''d Street Mangonia Park, Florida 33407 RECEIVED FEB 0 4 Z019 SCOPE: LST. Lucie ��� ► Ps~rin'522 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy 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 (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 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 Storm 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 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, 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 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 #17-0118.08 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4 & E-5 as Well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. MIAMI•DADE COUNTY � W/— NOA No. 18-0516.07 �Fjuzalya� Expiration Date: 04/18/2022 O 6�f 4/2 0 %8 Approval Date: 06/14/2018 Page 1 American Metal Fabrications, Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 95-0717.06 A. DRAWINGS Drawing No. 96-47, Poma Corporation, . 063"Aluminum Storm Panel Drawing, Sheet I through 3 of 3, prepared by Knezevich & Associates, Inc., dated 02115196, Revision No. 2, dated 03125196, signed and sealed by V.J. 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 QC Metallurgical, Inc., QCM.Iob No. 6BM-410, dated February 16, 1996 for Aluminum sample. D. CALCULATIONS 1. Storm panel anchor calculations, pages 1 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 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. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0516.07 Expiration Date: 04/18/2022 Approval Date: 06/14/2018 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 1. Drawing No. 07-309, titled " 0. 063 " Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton Tomasetti, dated Apri110, 2007, signed and sealed by J. W. 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 I 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. " WL A//� elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0516.07 Expiration Date: 04/18/2022 Approval Date: 06/14/2018 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 S of S, prepared by Knezevich Associates Consulting Engineers, dated April 10, 2007, last revision #2 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, 201 Z 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 (PEP-4). 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 1. Drawing No. 12-167, titled " 0.063 " Aluminum Storm Panel ", sheets I through S of S, prepared by Knezevich Associates Consulting Engineers, dated July 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. " t�7j' a"�I'l Oftelmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0516.07 Expiration Date: 04/18/2022 Approval Date: 06/14/2018 E-3 American Metal Fabrications, Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED . I 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 15-1207.04 A. DRAWINGS 1. Drawing No. AMF002, titled " 0. 063 " Aluminum Storm 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 B. TESTS 1. None. C. CALCULATIONS 1. 0.063 " Aluminum Storm Panels Calculations, Sheets I 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. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 17-0118.08 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. I elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0516.07 Expiration Date: 04/18/2022 Approval Date: 06/14/2018 E-4 American Metal Fabrications, Inc. dba AMF Building Products NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 9. 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. F. OTHERS 1. Letter of Compliance to Florida Building Code, 2017 Edition, prepared by Building . Drops, Inc., dated August 21, 2017, signed and sealed by Hermes F. Norero, P.E. f elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 18-0516.07 Expiration Date: 04/18/2022 Approval Date: 06/14/2018 E-5 CONCRETE f BLOCK Ct BASED STRUCTURE.� & BOTTOM.) ` EDGE OST. SCHEDULE m C4 CONNEWON TYPE REFERENCE ANCHOR SCHEDULE FOR VAX SPACING FUA:LAy_ K c- b ABLE 2 HESEE FDR utH. FROM fN H IXCASS GLAZIE)GsnNG GLAZING E7(SBNO CONCRETE HOLLOW BLOCK OR WOOD FRAMwC. SEE ANCHOR SCHEDULE BASED CT TYPE OF STRUCTURE CTYP. TOP & BOTTDA4) 4BFA r .25' HAX. © WALL MOUNT SECTION EMBED, C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING ® TRAP MOUNT SECTION CT C.ONDLECRON TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACNG DOSING CONCRETE — HOLLOW HOCK OR WOOD FRAMING. SEE HOR SCHEDULE BA® L77cE T 7YPE OF STRUCTURE pMr, (IYP. TOP & BOTTOM.) D(ISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHEDULE BASED ON TYPE OF STRUCTURE CTYP. TOP & BOTTOM.) .25' MAX 1GE EDGE DST. L C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING t E(Lt ED,t 2 © W�ALLMOUNTSECTION :TION TYPE ANCHOR FOR MA)L AMERICAN METAL FABRICATORS, INC. ssmsw so-a.e 4onbPoA.R33iW PIC(561TT9DST99 FAtc(vTVsnzam m Z z a h ^ U v $$ Z O z a o �xxx � d a � 8 Ivy H < W ,ig Z U �' W n m Z m H O Z K Lid e F o a !J m k W p m v J LIJ fY Lu p �Jl $ Ii�TJ = � 6 I—�+I PV0 OPTIONAL LEG dRECT10N O 1 11 p >I RO. * �.1jd"F WsEE +r� TK �uJ= PiioDu:;L r.-a^f:_;.,:.: SEP.'u^ Oa with FROM Gf/aEXISMr—3a VlyinB the Flc:idA HuildiOB Caro E=NG Y ' 'a�lhu D '0 8�j� �,., GLAZING L ,F�"' GLAZING B E o 2 z = ^`4's _ Y EDGE_. GIST. $1l:DiiC.T F_F•TTSi , '• Cl CONNECTION TYPE REFERENCE ANCHOR ~ 3u:du:T:, laic.: �pp J% .....�, n SCI6DUIF FOR MAX SPACING C2 CONNECTION TYPE T• REFERENCE ANCHOR Axenua^c T._;1Q O 6,07 ij,y` F L° ,� = FeiBm. - SCHEDULE FDR MAX.nA,' SPACING ENBED. Ay / PkOL'UCTNEVISF.D M=Tfly'.g uiM U. FbAd_ Lu .. r N ¢ .. 111 tz ,� .• x j N ¢ F v Z ®BUILD-0UT MOUNT SECTION Budiog Co& p o p y DWG #: sn�a "P O ALT, BUILD-0UT MOUNT SECTION � AMFOOZ . Ely ° SHEET: 2 OF _5_ _ / GENERAL NOTES 1. THESE PRODUCT EVALUATION DOCUMENTS REPRINT A LARGE UISMS IIBACT PROTECTIVE SHUTTER 5157M ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCFPUNCE (NOA) BY MVJB-DARE COUNTY PRODUCT CONTROL SECTION FOR THE HCH VELOOITY•HIURR (CANE ZONE (HVHZ) OF THE STH EDIT= FLORIDA BUILDING CODE. 2. NO INCREASE IN ALLOYME STRESS HAS BEEN USED IN TKE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd - 1.6 WAS ISO FOR WOOD SCREW DESIGN. 3. DEIERA9NE THE POSRIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WRH THE COV'ERNNG CODE AND GOVERNING WIND VELOCITY. FDR W0ID LOAD CALCULATIONS N ACCORDANCE WITH ASCE 7-10 A DIRECTIONAUTf OF Kd O,BS STALL BE USED. 4. THESE PRODUCT EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FCR,SRE SPECIFIC APPLICATION OF 7HG SHUTTER SYSTEM. 5. THESE PRODUCT EVALUARDN DOCUMENTS ARE INTENDED FOR USE ONLY BY A LICENSED CONTRACTOR PROFESSIONAVENCINEER OR REGISTERED ARCHITECT AND ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DFAA7E FR04 THE CONOITIONS DE7ALTD MEN AND THE CONTRACTOR VERIFIES THAT THE E USING STRUCTURE DOES NOT OLMATE N ETHER FORM OR MATERAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN, CONTRACTOR SHALL VEFM DUSTING STRUCTURE CAN WITHSTAND SUPERIMPOSED LOAD OF SHUTTER. G. ANY MOCIFICAIMS OR ADDITIONS TO THESE PRODUCT EVALUATION DOCUMENTS WLL VOID THE PRODUCT EVALUATION DOCUMENM 7. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS. A) REOID� THAT SITE SPECIFIC OOFNI" BE PREPARED. SIGNED. DOTED AND SEALED FK A LICENSED ENGINEER OR ITE REGISTERED ARCHCT. WHICH DETAIL AND JUSTIFY THE CEVAROK SAD DOCUMENTS SWUE. BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUDDING OFFICIAL CRIMD:O HS/HER APPROVAL B) REDUIRE THAT A ONE TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE tBAH-TIME COUNTY PRODUCT CONTROL SECTION. WHEN THE SITE CONDITIONNG DE11ATIONS OCCUR WHIN THE WON VELOCITY HURRICANE ZONE AREAS ONLY OPTION 'B' SHALL BE ACCEPTED BY THE BUILDING OFFICIAL B. PRODUCT MMIONCS SHALL BE WORN le OF ONE END OF THE PANEL %TIN A MINIMUM OF ONE MARIGNG PER PANEL AND SHOULD BE PERMMENMY LABELED AS FOU.OWS AMF BUILDING PRODUCTS WEST PALM BEACH. FIORNA MAMt-DM^c COUNTY PRODUCT APPROVED 9. STORM PANELS SHALL BE .063• THICK 3004-N34 ALUMINUM ALLOY WITH A MIN. Fy = 25.0 IC;I OR 5052-02 ALLMNUM ALL" WITH A MN. Fy-23.0 KSL 10. ALL EXTRUSIONS SHALL RE E063-TB A UM2HUM ALLOY, M.D.N. It. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 1CSI U.I11L. 1Z TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONTUHONS DICTATE PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE 13. THE PDBUT HOLDER SHALL VERIFY THE ADEQUACY OF THE EASTNG STRUCTURE TO SUSTAIN THE NEW SUPERIMPOSED LOADS AND TO VERIFY ALL DIMENSIONS AT THE JOB SITE, BEFORE COMMENCING WITH THE WDFUC LABEL LABEL LOCATION tA7'-i �1A7'-t LOCATION t.IIY � 1/.569' 2• 1.5� 1.369- 'S 21. �• _1 See Note { Sea NOFe� ITO 0 `I I I tstl e• t.tte' Este• tsta• Lsta' i-1200• PMRT. COVERAGE 6 PANEL CDYEBACE 15.3T 9,310• O FULL ALUMINUM STORM PANEL O HALF ALUMINUM STORM PANEL 2251' 14V TYP.L2.01' I 2.24'--i h" HEADER Heavy "h" Header 35 .172' _Ras�2251, R.75' ��1, R.25' O9 .O(1'. 09' ( 7YP- TMP. 7YP. n1� a L J L 224' �224-�27.4' O HEAVY "h" HEADER © "UU- HEADER O HEAD UU- HE AMERICAN METAL FABRICATORS, INC. TiNTlNR,tt, A,.,�.vNM,N3saHn . HeDaUT9oa79� Z m i U" $ C H 7 O s = IL X LL Z Z1 ¢ = 16 � 2 WV m Zw Gl < M Lu Q ,c m cc J Z W � d C ,p�I ce m f Q 093' m .BBB•-' 0a75• B 7YP t^ 313' .IB4- 273' 10 MACHINEv J 44' Z r .66' I. OR 12. OF ,.378-.932• 725- o L 9x9 - 2 TrP z .07'rl a5• .093• I �I `e 1 SIB' 4.6' .13B•3 TYP 1� B F-- 2• > C 1/4-ZO MACRINE SCREW S. MAX. MA7BUAUTAAAc3AUOr W,n 7/16' HEX HEAD 2- Lu U H W OWASHERED WING NUT O KEY HOLE WASHER O "F" TRACK STUD ANGLE BUILD OUT ANGLE Q- a 8 s�,cLHEI 9 HALF - 10 eme:IRA Off- O SDK: A•=r•o• • PRCDU,i <<f::'!`.=LTD Rum vir.E. ; !`L'_hc Fiuvid� pi BuitOiag Cr!- A<cOpiv,.e [<ro %J�-0 O% T��'11R11faD LACE Q Z A Z Z BY Mi i .,•'uaCOdtml 1 UNLIPANEL SPAR) Mm (PERPENDICULARWIDTH a� pdp � Fs � L UNLOAM APPROVED HEADER �(pERPENDUCUTAR TO PANEL SPAn t WI q PANELS MAY E MOUNTED HORIZONTALLY _ PRODliCT'CEiththo F cewi•.h the mplYiGg Ior34 _ Bnildin5 ^.oCe ' A9eeptzax FlO i% O Jl Q.08 E,TiT-ticn11A1o0� BY b'11�SLT ... .. . 1ritODUCTITEVESED as COmplyj0B wi0Tt-Fe FR�id' fuildum Code \ .. .......... •. .�,a C ? (.1 �`•�t •�, L•M zpb� ��l-F'•!`a T J '.. ••,. sz ' A� * PFI ¢. 0 0 rs Z a m Z y= U Lu Q Z L» QT,,EL�EVATION APPROVED SILL DF_ EE ATION Gccptar=iz 20 .o¢ Dm f DWG#: AMF002 ad ,LDG1 SHEET: 1 of 5 ANCHORSCHEDULE " ' mt3mommomo©mr�000moomd3moammmm©om �mmmmmmmmmo mmmmommmmmmmmmmmmmmo ©mmmmmmmmmommmnommmmmmmmmnmmmoo �I�ll\t\U111n1\IIIO\lnll_ mmmmmmmmmoommonnmmmmmmmmonmmmoo •,. msmmmmomm000mm000mmmmommmoommmoo �gmmgoIoolm-+pm�Bnummm^ oo�nommoommmoomm000 1:�1\l\l\N1,1,111\i= �[��3��3�'"��_,`,-F�lr�(y���{�rd+c5i&emmmmmmmeoemmoo �■�f.5\l1VRil\�{I1 m�ij��"�'����g�'�q`eemmmemmoomoo©o • m�������������mmmmmmonnomn000 mmmoom0000mnano m�����������mnnnmm�ono©mono omeemmmmmmoemmooemmmmeemeoemeoo ®mmmmmmmmooeee' ooeeeemeemoommmoo _ ��ILLl1,ll\\111111\\In1111 Mmmmmmmmoomonoommmmmmmmoomonoo 11Mlmmmmomno©0moo©ommmmnmoonnmonnn Mmnonomonnmmnnnnmonnmmunnomnono mmmmm0000000nnnommmmmmmmmnmmmo© ©memmonnonnoonoommmmmmmmommuoon 1-11= ommmm0000n0000m©mmmmomnnn©monon mnnn000no oonn ommmoomonnomonon imonnounnnmonnnmomonoomonnmmunnn ommmmmmmmmommenommmmmmmmmmmmmmn I,.. ©mmmmmmmmoommonommmmmmmmmommmoo ommmmmmm000mon©nmmmmmmmmonmmmno - osmmmoomoo©mm�000mmmmnmmmnommmoo omnoo©mannomnonnmmmnommmnnmmmno onnooaonum nnnmmononQ000 mnonou :��,ul,uu„o„n,,llln= mnnnn�nnn�r�r��000000nn®€������ :•`s7nmuuumwu= l_;Ei.3?���-�����S�I�L.4mmme0000000000© IM109 �emmm00000©000 •• w4nnnoonoom onoag Sllli\Il1\Rn\1111\111111= �mmmm��ooC'.S���B����mmmmoo©oL��L�`��if2 mmmmm00000000000mmmmommeo©00000 m00000©©nm©oo©mm°mno©©0000n©© '_II6lLlL3F— • � mn0000000�€goo©�000000nn0000noo mnnn�s�nnn�non�n00000nn000nnon .... mmmmmommmooemonnmmmmoemmoomemn© ,°°y/'I mmmmmommn©nnnon©mmemnmm00000000 ommmm000000nnnnommmmomoonon0000 -�mmmnnonnoonnnoommmonno©none©no r Canj?Yin ..:m 111� PRODUCT RENEWM- GDikbsgC,c`.z W,--rAyiR: with!I.. 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D• ANCHORSCHEDULE FASTENERMA WMSPAONO INCHES RE UIREDFORVARIOM ESICNLOADSANDSPANS J ANCNORTYPE LOAD MIN.SWEDGEDISiANCE tM PSRM MlllL ISFE SPANS UP 7D S-w (6U.01F CONNECTIONTYPE sm NOfE3 SPANSUPTO SEENOn CONNECTIONIYPE SEENOTE3 SPANSUPTO SEENOTES CONNECNONWE ISEENOTE3 NOTE3,1 0GC3C/C5400 C<CS C10 0 f{ CS r MN. x({ 0.6ea.6 6mV.ld/1•meIDgD]f. ]MW 10.""1t<IO^P1R�'D' iOW000 <]Nn MN RS.G, 73 it 31 ix n e u u 12 ]3 4 u 13 u 11 1 63 u u u 12 7 u n u l0 1 li ss n l 1 uD v ss u ss s v u u B a fa v 1a s < xD7 ]2 )Z 1a 9 u 1] 9 1 u 11 1 6 1 3 .k aD1XMOS k'I1N)/<• Mn.FMBrtvF4µfau<'90STMluss SFFlAMODX[S01WaXOGR Ws)aum w s,aua rm c m wmua aRLD.RIG 6] u 33 11 n W, 6 l D 6 ) 7 7 1 )1 u n 11 u¢ ) 7 6 4 I 1 1 d9 11 11 11 1/ 6 1 < ;j� b < 3 _ 1]D B B 114 6 1 a_ 6 1 I.i. 1D0 6 1 ,u a� y 6 1 * * >/<• mnNAv/rmul roam IAAT[-W/L7/Y nsN. e[Pm.a ]Ja]D aMDIW[SPEW NTMNIn' 6f140.SS S.G. 6] 11 fa is :D u v u 11 G n u u 1 6 )] u 3] 11 1x 9 11 11 u ] s 11 a 7 7 4 ea ss u v 1l e u e 7 s 1 1P 7 6 i]P 1] 13 u 7 a 1D 7 e < o ) 3D0 1D 7 6 { 1 l0 7 6 1 ANGHOR 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 BASED 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 BE 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. B. 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. B. 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 PHIWPS 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. 11=DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 12• DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW. NUT OR WASHERED WINGNUT. 13.•* THE 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 AMERICAN METAL FABRICATORS, INC. Z M d d f ZOO a M H 10+] V) N0 O m Z LU 0 ¢ Z C OC H M n a m 111p a a H 0 3 e g 6 6 3 { 9 6 5 3 < a 6 5 3 { SLABS ON GRADE Eu ^ m m Z "C MIN 2x ANCHOR DIAMETER SPACING PER SPACING PER ANCHOR FROM eg,� �x°'T1}p1F` ^ o 0 0 u v�i MAX. 1 2 ANCHOR SPACING ANCHOR SCHEDULE ANCHOR SCHEDULE SCHEO.,TYP. n0 yaCGND - ; DWG#: / E ion D3teD AMF002 ALUMINUM EXTRUSION SHEET: 4 OF d 02 OR 1 1/4' MAX DO FASENERS O 12' O.C. FOR HOL DESIGN LOADS LESS THAN Wool OR EQUAL TO 110 PSF. & O B' O.C. FOR DESIGN LOADS AWLFINM ALLOY ANGLE GREATER THAN 110 P.S.F. CLOSURE P1ECE (SEE ANCHOR BONED 1' x 2' X 0.12r MIN. TOA FOR ANY ACCEPTABLE ANCHOR) 2• ' E]GSDNG CONCRETE E716FD. - HOLLOA' BLOCK OR WOOD FRAMING TYP 1 2' MIT. I ®1fflLD-0UT MOUNT CLOSURE SECTION Max MAX. QOR0 M----13U= OR WOOD FRAMING, W. ®W ,VOUNTCLOSURE SECTION 0 OR 1/440 SFAINIlES STEEL BOLT & WING — NUT O 24' O.C. (IYP.) DaSnNQ WINDOW 20 GAGE STEIL BENT —PLATE OR 2' % T % 1/0' 6083-73 ALUM. ALLOY SENT PLATE ✓` 4, MAx 4 \---/ O P4 CORNER COUSURE PLAN FASTENERS O Ir O.C. FOR DESIGN LOADS LESS TiiAN OR EQUAL TO 110 PS.F. & o B' D.O. FOR AMERICAN METAL DESIGN LOADS GREATER FABRICATORS, INC. THAN 110 PSF (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) msds.. Ma:pvnta N. kR.33CD] OPTIONAL LEG DIRECTION 1/C {r MAX ix:lss0]auSNsv LAC D.u]suss]n Id -A, d v�g S 200R 1 :)m a OALUMINLIM va ?� OC T ANGLE CLOSURE�PIECE' W �] % ° 1�' MN• TO TRAP MOUNT CLOSURE SECTION v�i m Z -c m 2' %5' % 0.12t1' Max O Derr FTW > O Q Q N q 2Q OR 1/4-20 STAND STEEL BOLT & aNUT O u' D.C. (T ® OR ¢ V w a LTi cc j O< a n g a DOw w �m v m Cc; Cc;i � Lu a a Ews1Na wmoow m Pv0.�.?'C." i�ryrccD to coTnp;yic_ -�.•iin th. Mi4ds Bc, .w,:g tkd,] Aa'fp-- iio i Expi ioO cr 2e 2Z O M 0 i u- a r .Ii._T control H TYPICAL CORNER COUSURE PLAN LU w Q as--Piying miUN the FlOrid4 Rui1NL%ng C,,& A-,rtw,<Noll O p - 8 i I nDatA FJOSONC BAY WWDtNY BLOmi Ded(y sLBoaffi3. �� �.... ,C 0, ' • 20 GAGE STEEL BENT + PLATE OR 2' % 2' % 1/8' Q . ((Y �• - fiENT G ALUM. ALLOY B ENT PLATE _ -gym F�►`c CFI' OVERLAP-.- O!LPIC AL CORNER COUSURE PLAN � T to mZ JN FRODUCrit-Ei rrD IL-, Fxrit;3 N O � Z Q SL = V V Z h AGaeptmt�;SO DWG #: AMF002 Foci snd SHEET: 3 OF c, (3§§Q8§8W§§--- ®` 3 ] � [ m;4\ ¥/2® &/� @ CD k;seee�seneese�;meesee �. � + imim e&&%k;;;;;;&;■;■;;;;&;\ * [