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Home My WebLink AboutNOA�z3 - 3 'i 0 L,4,4/c6x A-Ie MIAMIDADE BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE ( SGANNLU By MIAMI DADE COUNTY, FLORIDA METRO-DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130-1563 (305) 375-2901 FAX (305) 375-2908 Florida Storm Panels, Inc. 1':U 14475 N. W. 26t° Avenue I O C T 1 7 2006 Opa Locka, Florida 33054 SCOPE: BY. This NOA is being issued under the applicable ;rules and regulations governing 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) toibe 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. i 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: 0.035" (min.) Galvanized Steel Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 9�9-097, titled " 20 Ga. Galvanized Steel Storm Panel ", sheets 1 through 4 of 4, prepared by Knezevich & Associates, Inc., dated July 19, 1999, last revision #4 dated July 31, 2002, bearing the Miami -Dade CountyProduct Control Renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state 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: 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 # 02-0531.02 and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E. N r NOA No 02-0926.07 Expiration Date: 01/04/2008 Approval Date: 09/19/2002 Page 1 ANCHOR TYPE N MM mmmmm0um©Emm®mmmE= 0®®m®© Emu ©®®®®Om®ED :�11111111111111111111111111{IIHII> ®®mo®o©onumm®muumuu mmEUM nu%©mn MOBBED n%©n%©n'NBON©m%nman �''' mmmmmonanummmmISIU®BE mmmu®n©0 MEMO m®©En%© mmoom nnaumunm©un a im mmmmmmmmuammmmmmmmm mmmmm emu mm mmsm - ®mmmmUMmO©mmmmUmm©u mmoomnom©Ommmmunm©n nmm ©m um um©om©om©n %n_ 114.0 Pow EMBEOME I M a 9,14, Do ©i M © o 04 ©o IN, no mmmum UN©mmmiil0EuN© .�d111111111111111111111111111111P> �m�©0�©©��®�a� �©�� mo01 a Offio 041 nNo. M u©uo Polo ©a © 01114 Vol. ©vol V ©r000 ' ' mmmnon OPIUmmm®©Eno© mmunm un umnam©uo o mmunn u molo on © !� mmmumuum©ommm a an mmnumnearonmmm�oom u mmo�noo©mourn©uoo clam©© BED WON mum Dolnuffin SEE mMIS.. ENDS%0El�EE©DE©n molu,�oo©E©0M1Mu�o ZAMAC NAIL -IN W/ MIN®�©©u%©OG%E©0M0M%nu%© ANCHOR SCHEDULE FASTENER MA=UM SPACING (INCHES) REOUIREO FOR VARIOUS DESIGN LOADS AND SPANS MIN. 3/4• EDGE DISTANCE w Zj €j ANCHOR TYPE LOAD MAX, (SEE NOTE SPANS UP TC 5'-6" (SEE NOTE 1) SPANS UP TC 8'-7" (SEE NOTE 1) SPANS UP 7o 11'-0" (SEE NOTE 1) CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1) 1 2 3 1 1 2 3 1 2 3 48 11 111111 11111 7 11 8 5 62 11 11 8 11 117 5 11 5 4 1/4•0 WOOD LAG W/ 1-33N/EE4TT--p pMIN. NTHREAD PARALLELIOR PERPR 72 111 11 7 111 6 4 11 4 3 92 17 1 B 16 111 4 3 11 3 00 TO WOOD GRAIN 230 11 11 11 O 3 48 fi.i5 6.26 6.25 6,26 4 6 N'3 4 62 6.25 6.25 6.251 1 4 6.25 3 72 6.25 5 6.25 6.25 4 6 3 5/tfi" O.D. BRASS WOOD BUSHING W/ 1/4-20 SIDEWALK BOLT 13/4-HEAD) W/ 1" MIN.m EMBEDMENT 92 6.25 3 4 6 3 4 230 4 4 4 ANCHOR NOTES: 1 ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1 • SHEET 3. 2. ENTER TABLE BASED ON THE EXISTING STRUCTURE SELECTIDESIGN LOAD GREATER TTHANGOR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. S. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 6. 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 S1DE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FAfF OF 8. MACHINE SCREWS SHALL HAVE MINIMUM OF 9 %/� DESIGNATES ANCHOR CONDITIONS WHICH ARE E NOT ACCEPTABLE USES, 10? CIESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE SCREW, NUT OR WASHERECI WINGNUT. T A MIN. SEPARATION FROM GLASS SCHEDULE B MIN. SEPARATION FOR INSTALLATIONS MIN. SEPARATION FOR L LESS THAN 30' ABOVE GRACE INSTALLATIONS E POSITIVE MAX. IINJ GREATER THAN 30' ABOVE 2 DESIGN LOAD (W) PANEL LENGTH GRADE (IN.) SYSTEMS 1 & 2 SYSTEM 3 (P.S.F.) (FT. - IN.) MIDSPAN MIDSPAN NO MIDSPAN BOLTS OR TUBE BOLTS TUBE REQUIRED ALL CONDITIONS 5 7 2-1/4 2-3/8 3-1/2 1 1/8 40.0 8 5 __ 2-1/4 2-3/8 -1/ 1 5/8 _., B B ...._._ 3 3 3 7/2 1 3/4 5 7 2 1/4 2-3/8 3 1/2 1 1/4 50.0- 8 ? _ .-_. 2 1/4 2_3/8 _ 3 1/2 1 7/8 ... _ ____ ,. _ 107/8 6 3_. 3 N % A.. ..... _. 3 5 7_ 2-3/8 1/4 60.0 _.._.. 5 7 2-1/4 2 3/8 3-1/2 2-1/!., 2 3/8 3-1/2 N / A DESIGNATES CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 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PANEL LENGTH IVFPTI[AL DR HDNITtwiAl f ^ y SEE STORM PA -nX SCN£OU1E i C tZsO In A > Lees- Z i y v c M O o O 2.7 r O Z Zm it °a°_ m z r ° >.>-o D o A U O I O O 1� A m .T N z.3i.— is" o yz ><> m LAD =' Z ° m 1 F' 0 9 Z, ao" , Q ]TS' O i 2 N �6 n I NFF=l? > y n D <a z z ° - c 2 -.i: m r • � ?c<i m z I O O D a L063' 0.r x >rr �rt m m:g m ' ° x i • > D I >c Z � O fl ao m > N K i D m m +.�^Jj�oo- �Jj m {�� y r C T^! m MTSijj EXISTING CONCRETE HOLLOW BLOCK OR WOOD FRAMING FASTENER, SEE ANCHOR SCMfOULE.REPERENCE CONNECTION •TYPE I. naeo ---- 1/7' 1/4• MAX. in YP. B SEE MIN SEE MIN. W SEPARJ SEPARATIO FROM G PROM OLA55 ITAOLE 21 Ol ir�eLe 3" CLASS Z OR DOOR = 14 CLASS G = OR 000' i ° N FASTENER. SEE ANCHOR CONT. o CONNECTION C C m OCONNECTION 'TYPO 1• N v♦l � � I yj 1/4-20 MACHI1NE BOLT Qi COHT. L WINGNUT V (P p 5TORN O.C. OR USE STORK PANEL LENGTH CORRESPONDING - N EXISTING CONCRETE TO STUDS SPACING ISEE TABLE 11 8 HOLLOW BLOCK OR WOOD FRAMING ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL WALL MOUNT SE FASTENER• SEE ANC MOR EMBED SCHEDULF.REPERCNCE ITYP.I CONNECTION 'TPE1• FASTENER, SEE ANCHOR SCHEDULE, REFERENCE 1/4-20 MACHINE BOLT CONNECTION 'TYPOS' EXISTING CONCRETE L WINGNUT 17" O.C. HOLLOW BLOCK OR - - TYP. TOP L BOTTOM WOOD FRAMING /S' TYP. 'EXISTING CONCRET HOLLOW HOLLOW BLOCH OR W000 FRAMING i W O =" J to CLASS L OR DOOR a 1<( o a WIN MACH C BOLT S N L W0IGN.0 USE STORM .C. OR 13-1/2^ 0.[. USE STORM PANEL LENOTN CORRESPONDING TO STUDS SPACING ISEC TABLE 1) eXCL.LCTING CONCRETE LOCH 00 D15T. WOOD FRAMING OR SIC STING CONCRETE FASTENER: SEE ANCHOR - HOLLOW BLOCK OR SCHEDULE, REFERENCE WOOD FRAMING - CONNECTION ' TY'PE S - O CTION CEILINGANSIDE MOUNT SECTION 9 SCALE 3" . 1--0" SCALE. 3" . 1'-0" C SEC MIN. SEPARATION FROM GLASS SCHEDULE Q [TABLE 31--1 'i eXISTINO WOOD, CLASS CONC. OR HOLLOW OR DOOR O ' BLOCK STRUCTURE ITYPA .YI J i :9 L QCONT. Mt4 S.M.S. l4 tv O.C. �1-1. 2 - 1/4"P % 4.1/7" 5.8. MACH NC BOLT MalOMC T LAG SCREW 00 24^ O.C. MAX. L WINGNUT O.C. OR W/ 1-3/4^ PENETRATION IN CENTER OF STUDS 17-1/7' O.C. USC STORM PANEL LENGTH CORRESPONDING 125^ OR TO STUDS SPACING (SEE TABLE 11 W000 STUDS 24" CC. MAX. 2' . 4^ ..125" AL. TUBE Oq 7" . {^ I.T. WOOD W/ It—LAG SCAEWS � 12- O.C. W/ 1-1/7^ EMBEDMENT FOR CONNECTION WITH STUD ANGLE • THIS DETAIL MAY BE USED AT TOP OR aBTTOM OP PANELS. NOTE: USE OF THIS DETAIL IS LIMITED TO * 72 PSF. O WALL MOUNT SECTION (BOTTOM) SCALE . 3" . 1'-0" GLASS OR DOOR IT EXCEED R SCHEDULE use 1/4-30 S,4TS WITH SOLT MEAD IN I GLASS SCMCOULE ITABLe 21 1/4-70 NACN( BOLT T L WINGNUT 9W 6-1/4" O.C. OR H'CT 12-1/2" O.C. USE STORM PANEL LENGTH CORRESPONDING AL LEO -TO STUDS. SPACINGASEE_UCLE, ION NOTE :USE OF THIS DETAIL SEC ANCHOR IS LIMITED TO s72 PSF REFERENCE 4 'TYPE 1 © BUILD -OUT MOUNT SECTION SCALE. 3" . 1'-0" S O y Z O OR 1" . 4" a .f39" �— 777 J AL. TUBE (OPTIONAL) 0" i< CLASS 0 OR DOOR A L SEE M. SEPARATION SCMfOUL N (TABLE 21E O �— THREE 1/4-0 WOOD _ SCREWS W / 2MIN. EMBEDMENT OR THREE W000 BUSHINGS W/ 1" MIN, EMBEDMENT ITYP. ' AT EACH JOIST, TRUSS OR RAFTER 91 24. O.C. MA%.I --2 M WOOD JOIST, TRUSS OR RAFTER 012 SMS BETWEEN — TRUSSES 0 10. O.C. MAX. 1/4• MAX. r Lf/4^0 CLCD MALE WITH SYSTEMS WINGNUT JI I - /T y /�11 II 12 41" C ." MAX. FOR SYSTEMS l OR 2 AND O2 U SCHEDULE O.C. NAX, FOR SYSTEM I. BUT DO NOT [%CCCO REFERENCE SPACING, SEE ANCHOR SCHEDULE REFERENCE CONNECTION •TPC 1', OWALL MOUNT SECTION NOTE :USE OF THIS DETAIL IS LIMITED TO x72 PER (DIRECT MOUNT) O SOFFIT MOUNT DETAIL SCALE , 3" . 1'-0" F SCALE 13" . 1'-O" RENEWED Z W ^C'P� `p* w N < �z 0 Q� z -C ua a O, m oD� 0 z �1• x W u u"'o No W o R Y Wall I-- - 07/19/991 O EXISTING WOOD. CONC. OR EXISTING CONCRETE HOLLOW BLOCK STRUCTURE HOLLOW BLOCK OP PASTE Ell. SEE ANCHOR M000 FRAMING 1/l-!0 MACHINE BOLT SCHEDULE, REFERENCE PASTENER, 3(E ANCHOR CONNECTION 'MB 1' NIIT 0 6-1/L' O.C. OR -•Q[, USC STORM SgEOYLf, REFERENC[ CONNECTION'TYPC 1' [,.-.w,'%, PNEL LENGTH CCAAESPONOUIG 1/L_]O MACHINE BOLT TO STUDS SPACING ISEE iACLE O C O3A CONT. NUT®®17"O,C. / (TYP. TLP L BOTTOMI ®■�Z (TYPI y'W% I' j• SEE HIM. OX = CCt F „ GLASSSEPARATION FROM OlA55 u OR ODOR SEE MIN. SEPARATION � sjC.0 I LE (TABLE 71 i „ GLASS SCHEDULE IrABLI 26[GMT. 01 4 'IF" TRACK CONNECTION TO 7 < O EXISTING STRUCTURE DETAIL 3 I N SCALE 13" . ,•-o^ Q' ( PASTENER, SLE ANCHOR SCNEOVTRIN ICAENCC CONNLCT14 AEFE ! 1 • [ ." 1/L-70 HAC INf BOLT '^^ t wIN6NU a L.1 T O.C. OR tIt-70 MAC NC eOIT1t-1 2' O.C. USE STORM LWINaHur GO 6.1/A' O.C. ORPAN[L LENGIN CORRESPONDING -7OC. USf STORHTO STU05 SPACUi015E[ TABLE 11 PANEL LENGTH CORRESPONDING TO STUDS SPACING ISEE TABLE 11 EXISTING CONPASTEN[R, SEE ANCHOR HOLLOW BLOCNO CONCRETE- SCHCOULEREPCRENC[ WOOOPRANINW ,IOCK ORCONNECTION•TYPfi -FRAMING I *OR L IN S/B• STUCCO ALT. BUILD-OUTFINISH (LEG MAY BC REVERSEDI © MOUNT SECTION MIN,BC WIRE LAIN MAYBEE USED AS TYPICAL SCALE ' 3- . 1--0' 1/t-]0 MACHINE SEPARATREINFORCEMENT 6LE° BOLT t VINGNUT tQ (TABLE 2SPACERS OVEROLA56 OF 'p• TRACKALUM OR GALV,STEEL ASREa'D 0 6.1/L- O.C. ORPASTENER, SEE ANCXOR 1]-1/7" O.C. US[Ql SgCOYLE. REFFREN[C STORM PANEL LENGTH CORRESPONDING T A STORM PANEL SCHEDULE B SYSTEM 1 SYSTEM 2 SYSTEM 3 L E OVERLAP FASTENERS OR REINFORCING TUBE REQUIRED. OVERLAP FASTENERS OR NO OVERLAP FASTENERS OR OP MOUNTS SHALL BE "h" 0 REINFORCING TUBE REQUIRED. REINFORCING TUBE REQUIRED. 1 "U" HEADERS. BOTTOM TOP & BOTTOM MOUNTS TOP & BOTTOM MOUNTS NEGATIVE MOUNTS SHALL BE "F" TRACK SHALL BE "F" TRACK OR SHALL BE "F" TRACK OR DESIGN OR STUDDED ANGLES WITH STUDDED ANGLES WITH STUDDED ANGLES WITH LOAD (W) STUDS (G1 O,C. OR STUDS @ 6-1/4" O.C. OR STUDS 12-1/2" O.C. OR (P.S.F.) DIRECT MOUNTS WITH MOUNTS DIRECT MOUNTS WITH DIRECT WITH @ 6-1/4" O.C. ANCHORS (� 6-1/4" O.C. ANCHORS (aD 12-1/2" O.C. MAX. MAX. MAX. r�_C2RS PANEL PANEL PANEL LENGTH LENGTH LENGTH (FT. - IN.) (FT. - IN.) (FT. - IN.) 50.0 10-6 10-6 8-8 60.0 10-1 10-1 8-8 90.07-..�-------- 100.0 6-10 8-9 6-6 110.0 6- 3 B- 4 5- 10 130.0 5i3 7-8 5-0 140.0 4-11 7-4 4_7 - _ 150„0 4 7 7_7 y_3 y _ 0 ----- 170.0 4 - 0 -- �..._.._.__—._..._... 6 - 8 --'-----'_-------- - -- --3-- 9---- - 180_0 3-10 6-fi 3-5 210:0 _ 3_3 230.0 3-0 5.2 2-9 CONNECTION 'IYPEI' TO BTUG6 SPACING "F" TRACK CONNECTION TO 13-1/7" 11&" (SEC TALE 11 TYP, I O TOP Le6TTOn 17-1/]• EXISTING NEW STRUCTURE DETAIL f0 6-1/L• 6-1/A'• Ca. 0" CONCRETE HOLLOW BLOCK OR .S _ AIUNMUM ANGLE WOOD FRAMING SCALE 13" . V-0" „ O UP MBE (...�,, Ii TFI .1:. •;•r; 3/B'0 HOLE FOR Oj 1/4-20 STUD FASTENING PANEL W/ NUT I I I 1/6'0 POWERS CALK -IN WI 7/0- MIN. EMBED. IN CONC, III 7. O.C. OR 0-K YXt/L•. 1'-1.1/7- 1/4-0 POWERS STEEL WIRE LATH MAY ALUNNUM ANGLE CROP_IN W, i- MIN. CHBEO. IN CONCRETE BE USED AB TYPICAL REN CACEMENT S ° O7 /-1/7" • 1-1/7- I/L-t0 A OVER LEO OF "F' TRACK 1 = lw N BTUO AL. STUD ANGLE W SEE ISH. PA PARR ION Pp N INTERIOR FASTENING INTERIOR FASTENING I4 i ANGLE ASSEMBLY ANGLE ASSEMBLY (SECTION A) A ]i L a SCALE 11-1/2" . 1'-0" SCALE I N.T.S. Na ' O W OPTIONAL HANDLE LOCATION , a Li ® ANGLE GO MAY VARY 1/4.20 S.S. BOlT3LWE10NUTSQ 0Maa MT SPAN OR 0A II OF PPANEL D ALUM, OR DALV. 6TeeCL SPACERS AS REO.O PUNCH HOLES IN ]'. 7' F.113' MIN. CONT. ADJACENT PANELS RECEIVE IIVET, NOS-Nµ OR 406E-TL +O PILACE ALUMINUM ALLOY OR O FASTENER. SEE ANCHOR ' PANEL OVER EACH lad AGE OALV. 6TEEL ADJACENT PANEL ANGLE SgEWIC pCRRENC[ CONNCC TI(IN'TYPE f • AND FASTEN WINONUTS OALT. "F" TRACK CONNECTION ,N PROM THE INSIDE. IMAY BE 1 OR 7 PANELS WIOC1 NOTE: USE OF THIS DETAIL TO NEW STRUCTURE DETAIL IS LIMITED TO x72 PSF AND A MAX.. PANEL LENGTH OF 11'D-. ALT. CORNER DETAIL SCALE O OL STORM PANEL INTERIOR FASTENING (ISOMETRIC) . 3" . 1'-0" SCALE � 3" • 1'-0" SCALE I 1-1/2' . 1'-0" pwd ih 11e FIwj& o'g- Z JJ NI=� � nJ*jQp 01 J rOr_.