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HomeMy WebLinkAbout0604-0430 WIND LOAD TABLES FOR SHUTTERSi • �r BY V1) A lk ItAlift rAtink0 B �C MKo§ GIttATEit THAN 60 FEET HIGH RASTC W�'SPBRI� 140igph, EXPOSURE "C", IMPORTANCP FACTOt 1.0 it MEAN ROOF ELEV. IN FEET DESIGN LOADS PSF MEAN ROOF ELEV. IN FEET DESIGN LOADS PSF ZONES 4 5 + ZONE 4 -) ZONE 5 -) ZONES 4 8t 5 + ZONE 4 ZONE 5 60 52 52 95.4. 145 63 63- 115 65 53 53 ! 97.2 150 63.3 63.3 116 70 53.9 53.9 98.8 155 63.7 63.7 117 75 54.9 i 54.9 101 160 64 . 64 07 80 55.7 55.7 102 165 63.9 63.9 118 85 56.4 56.4; 103 170 -65 65 119 90 57.1 57.11 105 175 66.5 66.5. 120 95 .57.6 57.6 106 180 65.9 65.9 121 100 58 58 106 185 66.3 66.3 122 105 58.6 • 58.6! 107 11200 190 66.8 66.8 123 110 59.2 59.2 108 67.3 67.3 123 115 59.8 59.8 110 220 69.5 68.5 126 120 60.4 60.4 111 240 69.7 69.7 128 125, 61 61 112. 260 70.8 70.8 130 130 61.6 61.6 113 .280 72 72 132 135 62.2 62.2 114 300 73.2 73.2: 1,-134 140 62.6 62.6 ' 115 L0 74.2 74.2 136 VVM LOAD TABLES FOR SHUTTERS ;PER A.S.C.E. 7 BASIC WIND SPEED: ,140 MPH. ROLLADEN SHUTTERS INC.. 550 ANSIN BLVD. HALLANDALE, FL., 33009 F, TRACY CONSULTANTS 4660 SW 128 AVENUE SW RANCHES, FL. 33330 954-434-5035 FE#11363 CA#3958 0 MiAMR DE --� s NILAMI-DADE COUNTY, FLORMA BUILDING CODE COMPLIANCE OFFICE (BCCO) NIETRO-DARE FLAGL.ER BUILDING PRODUCT CONTROL DMSION 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, RORMA 33130-1563 _NOTICE OF ACCEPTA%TCE (NOA) (305) 375-2901 FAX (305) 375-2908 Rolladen, Inc. 550 Ansin Boulevard Hallandale, Florida 33009 SCOPE: 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) to be used in Nfiami 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 Nliami 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 V,:locity I-Iumcane Zon, of the Florida Buii,iir,. Code. DESCRIPTION: Aluminum Accor-.lion Shutter APPROVAL DOCUNIENT: Drawing No. 94-£-, -titled " Accordion Shutter Details ", sheets 1 through 4 of 4, prepared by Al-Farooq Corporation, dated October 25, 1994, last revision #C dated October 23, 2003, signed and sealed by Humayoun Farooq, P.E. bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and 'expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each unit 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. ADVERTISUvIENT: 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 tie job site at the request of the Building Official. This NOA revises & renews NOA # 00-0609.06 and consists of this page 1, evidence submitted page(s) as well as approval document mentioned above.i The submitted documentation was reviewed by Helmy A. Makar, P.E. NOA No 03-0604.03 Expiration Date: 09i15/2008 o 3 Approval Date: 11/20/-003 Page 1 3.550 1.938 .000 000, 062 TYP .125 TYP + 1.7 Ka 062 .504D 220 .681 D 6i �6N-90 3.675 1 .125 TYP 3.600 1.100 jam- 1.250 I I .062 - 610 1.250 WALL MOUNT HEADER & SILL 6063-T6 RON-91 11310 .904 i3 RON-95 Ww-3.007 2.081 .220D 3670 -.062 TYP 2.563 7 -.531 D 655D 3-T6 3.105 2.500 '062 TYP 1.329 - R.340 90' END SLAT 6063-T6 RON-93� 1 15 3.500 I R.341 R.252 667 062 ` I� +I+ I 1.329 - �i FLAT END S 6063 - a 1.969 .094 TYP 6063-T6 RON-97 - 2.530 - 125 .094 TYP GENERAL NOTES I In 125 1. THIS PRODUCT IS OESIGNEO TO CCIAPLY WITH THE HIGH VE_OCITY HURRICANE � � 1.0100 125 TYP ZONE OF THE 2001 FLORIDA SUILDIN L SIGN CRITERIA FOR ALUMINUM. MINIMUM MECHANICAL PROPERTIES, U 0 AND SAFETY FACTORS ARE IN ACCORDANCE WITH THE "ALUMINUM ul - O_ 1.750-M 2 X 2 X 1/8" CONSTRUCTION MANUAL" LATEST EDITION, z O 23 2 X 3 X 1/8- 3 ALUMINUM ALLOYS: ALL EXTRUSIONS SHALL BE ALLOY 6C63-T6. ,� O 2 X 4 X 1/8- OR AS NOTED, ~" '- U BOOR SHOEL4. STEEL SURFACES TO BE PLACED IN CONTACT WITH ALUMINUM SHALL BE �� 0 6063-T6 - A GIVEN ONE COAT Of Z•NC CHROMATE PRIMER IN ACCORCANCE WITH 104 0 RON-1058 6063-T6 FEDERAL SPEC TYPICAL ELEVATION #10 x 3/4" HEX TEKS ® 12" O.C. 2 x 2 x 1/8" TUBE 6063-T6 ®j m ETAILS NO. T,P-645, OR BE GALVANIZED. a 5. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHOR I® i0 1 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O to a 6. ALL BOLTS, NUTS AND WASHERS SHAD_ BE STAINLESS STEEL CR U c r. w '-' ALUMINUM ALLOY 2024-T4 OR 7075-T6, OR PLATED STEEL. I�. Z j`1 '0 7. DESIGN CRITERIA FOR SLATS: MAX DEFLECTION < L/30 FOR N=GATR'E LCAD AND THE I� < < o LESSER OF L/30 OR 2" FOR POSITIVE LOAD. r, - B. ANCHORING OR LOADING CONDITIONS OTHER THAN THOSE SHOWN IN Ri cn co O v THESE DETAILS ARE NOT PART OF THIS APPROVAL. -1 N i� oc LJ 9. A 33% INCREASE IN ALLOWABLE STRESS WAS USED IN DESIGN OF N I ANCHOR SPACING. I U � Lj DESIGN LOADS SHALL BE CALCULATED AS PER REQUIREMENTS OF ASCE 7-98. I E SLAT PERFORMANCE CHART fV In J N >a N (2) 1/4" TAPCONS VE .S. m OUT ANGLE 0 LOOR S' E -a) # 14 X 3/4" o . .z uj ❑M M _ PRODUCT MARKING A LABEL SHALL BE AFFIXED ON LOCKING MEMBER OF UNIT ABOVE THE LOCK WITH THE FOLLOWING STATEMENT. _---_-_= ' MAXIMUM OEFLECTION SPAN/le OR 2- AT POSITIVE LOAD �.MMII ..v.n� III.I---1111111,I-11111■IIIIIIIII,IIIIIIII,III�II-II-1111111111-� -I I...I-.. I.I-... MIN .I.�....I..v..i...v ...=...I..�.��=� . F- QI Iw o � O 0 Cf O Ld I� z0L CC) - I w I O L'iq N.¢ 1`-- Es � � _ 0 I o z o J < ^ J -j � 0 Lnrq iv Q D' Ln I m N z N W _ o V1 NIQ � U � O U •`) O U � m O J w a N i a i I O• d ,a n o n•n n 0 ROLLAOEN INC. HALLANDALE, FL. ' `� 1 SPAN Ila I20 -13D LaD 150 - INCHES ml� I'> I O N o 0 - A.C.C.A. ACCORDION SHUTTER USE SLAT PEPFCRu.A�i.E CHAiT TO VERIFY SLAT CAPACITY UN O C < m u 'BADE COUNTY PRODUCT CONTROL APPROVED" FOR THE R_CIASED [)FSI(',N LEAD FOR THE PARTICULAR LOCATION. L-J,. DR, SUN, F?ROGr I I u o STRUCTURES n 3 P-A. PE # 16557 PRODUCT REVISED THIS PRODUCT PASSED LARGE. MISSILE IMPACT TEST AND WAS CYCLED TO 7 CAN •_'.5:° ascumplYingwith the Florida DESIGN PRESSURE RATING = + 112 PSF, - 217 "PSF, ' -:s EuidinRCode Acceptance No 0- 0 • p3 t o c " r--""-" Expiration Date o0 / d,c) ng no. LOCKING SLAT ANCHORS: EMBEDMENT do EDGE I u 6063-T6 SILL BOTTOM ANGLE DISTANCES SHOWN ARE BEYOND Miami Dad �t�t11z g4-83_ RON-96 6063-T6 THE WALL ac FLOOR COvER;NG OCT 2 4 2003 Division RON-89 FOR INSTALLATION DETAILS SEE SHEET 2 do 3, (STUCCO. TILES, ETC.) sheer 1 of 4 l CEILING &'°e,,OOR MOUNTS 0130 FORMED ^ STAINLESS STEEL ROLLER HOUSING #14 X 3" S.M.S. STAINLESS STEEL Z_ ALUM RI V TS r,500 DIA n--n / NYLON BUSHING it��s00 L7Itt�►�©ia ,L�.IIvO�>• I I I I I I I I 3870 DIA I I NYLON BUSHING l 1 fAl I I I I I I I I I I I I I I I I I I m1 o�oal 0`i!•001 0©00 0 ©O ANCHORS +` A,B,C,D OR 0 MAX -J TYP I I I I lvJ = a w w N A I I I I I 1 .150T MAX I I 1 I o Ed� Ir1/83/16" LUMIANGLEB(TYP) OR END CONDITION BUILT -OUT SEE ETAIL LEFT X 2 X ORUM3AN POP RIVETS 18 O.C. REOD. AT BUILT -OUT ONDITIONS 3/ 16 % POP RIVETS O 1 or O.C. ANCHOR CHART TO USE CON 0 K W O A 6 4 - B 5 - C 5 4 - D 7 5 - E - - 6 GLASS FOR GENERAL NOTES AND EXTRUSION DETAILS SEE SHEET 1 OF 4. FOR ANCHOR REQUIREMENTS SEE SHEET 4 OF 4, MIN SEPARATION=3,01'/2" i i- SOLID 1 /2- DIA.--Z- ALUM. LOCKING ROD vl.r�.o„o �E�00 /I aua. a I I I I = 0. I I 11 l�J W Lj VI Ai l V I (A1 I ui 1/4-20 X WAS STUDS do WAS W/ NUT HER '-----OR 1/4-20 X 1/2" M.S. W/- LOCK NUT O S" O.C. SECTION B-B O 1 3-1/2" FOR INSIDE HANDLE 3-1/2" MIN FOR OUTSIDE. HANDLE I r---y i I 1 HANDLE CAN r ti - ;TALLED I y - -11 SECTION D—D HART TO USE ANCHOR K WOOD A 4 1 VI - I— I I Ed I Ed I I 1/4"-20 S.S. THUMB SCREW t• _BUILT -OUT CONDITION t/4-20 X 3/4" STUDS W/ NUT & WASHER OR 1/4-20 X 1/2" M.S. W/ LOCK NUT O 8" O.C. me mai 0©00 0©©0 2. X 2 X 1/8" l i 2 X 3 X 1/8" I I 2 X 4 X 1/8" I I 2 X 5 X 1/8" I I ALUM ANGLE I I 6063-T6 7 -1 I 2 X 2 X 1 /8" Ed I/6063-T6 2 X 3 X 1 /8 2 X 4 X 1/8" Ed I- j2 X 5 X 11 IALUM ANGLE I- /I n ii I I I I I I I I I I I I I I I I I I — - --1/4-.20 X 3/4" STUDS W/ NUT & WASHER OR 1/4-20 X 1/2" M.S. ANCHORS 1-1/4" SECTION C-C W/ LOCK NUT SAME AS HEADER ® 8 0.C_ 6.732 1 Ed = TYPICAL EDGE DISTANCE CONC. & BLOCK - 12d (12 ANCHOR DIAMETERS) WOOD - 5d FOR LESSER FDGF nmTetirec err -.,;4 Z ICr I 1 v z °f zU � � N O w O u 0 O Ora U a W Z �ZL'iM0 O g Q Q o O�I`000 00 Of 1 LYi vi o v �of3;:-1LO w W Ln C j Z aV 1w 1 � J H L,J p 0 CD O LLI Q LJ �= Z�_ja' U — m I 0 W w Z Q � p Z d n 0 QQ�.. _ I ¢ O� = O W 0 � N u u to W = U V a) U o= g 3/16" POP RIVETS o 0 0 18 O.C. o o n ry HEADER AND SILL DETAILS CAN BE USED IN ANY COMBINATION. _ Q Engr: DI?. yl}MAYOJ'N rAR000 °i II o s cur,*UREs Pf:4uLl('T REVISED LA PE 9 165.57 I C.A.N. 3538 as complying with the Flc:ida I o BaidiogCode - a Acceptance N4 - 0 - 0? ;; C Y EIg11 tion Dane 06 a N u Sy drowing no. Miami DuALMidW Coutmi � g 4 - 8 3 0 C T 2 4. 2003 ci•won sheet 2 of 4- 1 x 1 x 1 /8" ALUM ANGLE ANCHORS A,B,C,D OR E ® 18" D.C. W 0 � N u u to W = U V a) U o= g 3/16" POP RIVETS o 0 0 18 O.C. o o n ry HEADER AND SILL DETAILS CAN BE USED IN ANY COMBINATION. _ Q Engr: DI?. yl}MAYOJ'N rAR000 °i II o s cur,*UREs Pf:4uLl('T REVISED LA PE 9 165.57 I C.A.N. 3538 as complying with the Flc:ida I o BaidiogCode - a Acceptance N4 - 0 - 0? ;; C Y EIg11 tion Dane 06 a N u Sy drowing no. Miami DuALMidW Coutmi � g 4 - 8 3 0 C T 2 4. 2003 ci•won sheet 2 of 4- 1 x 1 x 1 /8" ALUM ANGLE ANCHORS A,B,C,D OR E ® 18" D.C. 2 X 5 X 1/8" ALUM ANGLE CONT. (4) # 14 S.M.S. ® EACH RAFTER 2" MIN. PENETRATION 1/4" PLYWOOD EXISTING SOFFIT I # 14 S.M.S. ® 9" O.C. U I I I I EXISTING WOOD TRUSSES I I I I 0 24" O.C. I I 11 MIN. 2x4 MEMBERS I I I I I I I I MIN. S.G. = 0.51 I I I 1 I I I I I I I I w� l,J HEADER CONNECTION TO WOOD TRUSSES FOR SHUTTER HEIGHT OF 108" MAX. DESIGN LOAD = 58 PSF FOR SHUTTER HEIGHT OF 96" MAX. DESIGN LOAD = 65 PSF FOR SHUTTER HEIGHT OF 84' MAX. DESIGN LOAD = 75 PSF I I I I I I I I I I I I I I I fAl I I I I I I I I I I 1 I I I 4" i 1-1/4" 2 x 3 x 1/8" L 2 x 4 x 1/8" 2 x 5 x 1/8" ALUM. ANGLES Ler oa-�r�a ���oio[•�Iiol■v ���r�iwiioi��>•o <�00��00[1►�l CLASS _4---j WOOD HEADER REQUIRED 14 X 3/4' II X', 1 0 6"t!t I i t i A Y FASTENERS AS PER SCHEDULES W/ 1-1/2' MIN. PENETRATION TO EXISTING WOOD HEADER 2 X 3 X lie, 2X4X1/8• r2X5X i/8' dl ALUMANGLE II II II II II II II II v v n n� II 11 - II II II II IL FASTENERS SEE SCHEDULES ON SHEET 2 1 X .5 5; 4.. X 1 L 2" X 4" CONT. . /B" CONT. " ALUM TUBE W/ (3) 1/4e X 5' SMS Q/En'(i I 1./4., N X 4" SMS ® EACH STUD. W/ 2" MIN PENETRATION IN10 I W/ 2" MIN PENETRATION INTO EXISTING STUD XI�'1 �i I 1-161G WOOD STU ® 24'1 0.0 REQUIRED INSTALLATION D TAIL ON EXISTING WOOD BUCKS � : ,,:.,• I OR SHUTTER HEIGHT OF 108" MAX. DESIGN LOAD = 140 PSF co o_ co I v z rn z "' o w 00 w-q - O O a O OOf = di O In U cr f" w z M or LLJ o O 5Qa0 O °" CO W R; 000 vi o v �! LJ Ln `` N z 0 to W N O V) , F- f— W � Cr C-- O ' = U -j U-) z D -1 00 ty z z w o C 0 r, az < < o-oo -o-Q - < ��=� OR DIFFERENT HEADER/SILL COMBINATIONS SEE SHEET 2. `i " o n �u, I12 o nN n N 1/4" THRU BOLT W/ WASHER do NUT ® 6" O.C. 1-3/4" MIN. 1 a r COUNTER TOP CONDITION (PASS THRU WINDOW) MAX SHUTTER HEIGHT . 6 FT. MAX DESIGN LOAD . 70 PSF. N - L �0) 0 5; c m {) PRODUCT REVISED OR. H'JIAA".)L'N F ROOO rn STRUCTuR[S 23 COMPl 'ing Wits the Florida �� o CLA. `- g 1 EG57 Qaidiag Code N C.e_ti. 3531 Acce tence!`io O • 03 ' E><pip Lion Dat Q� oB � o D s u a v` u Miami Da mdact Ml Division �drawing no. OCT 2 4 2003 94-83 s-m3of4 m N m m- m LL Ln am •Q J H m u, O B m W m Q m co m . v m 70 90 110 130 SLAT SPAN - INCHES ru a7 m N m m m LL N 0. �m a� d a O z N L3 H m m B 1R CHART 2 94-B3A2 150 SB 70 90 110 130 SLAT SPAN - INCHES m - -----■ • • - CHART _ 94-83 AS ----_ ' mmm- mmmmmmqmlmlmmm -®------- -,-----m� m- ma ------ `- mawmmmmmmm -m--®®®®m® -- mmmmm _--_------ -_--_m---- �`m-_m--m ---`---.'- ----_m---' 50 70 90 110 130 1 G 0 SLAT SPAN - INCHES FASTENER SPACING IN MASONRY CHARTS ARE BASED ON TYPICAL EDGE DISTANCE = 12d. FOR LESSER EDGE DISTANCE DECREASE SPACING BY MULTIPLYING WITH THE FACTOR BELOW EDGE DIST. 2d=3' Od-2-1/2' U-2" d-1-1/2" d-1-1/4" FACTOR 1 0.86 0.71 1 0.57 0.50 EXAMPLE: FOR 3" EDGE DIST. SPACING c 12' O.C. (FR6M CHART) FOR 2" EDGE DIST. SPACING - 12 X .71 : 8.5 O.C. TYPICAL EDGE UISIANGE IN WUDD - 1-1/4- NO REDUCTION FACTOR IS REOUIRED N m N m m m LL Ln Im oa a B z ru Ln H om m W m J7 Q u u 0 C 2 u L C 190 ANCHOR CHART 3 94-83A3 ACE rb yYJ 110 130 150 SLAT SPAN - INCHES N ANCHOR CHART 7 sl 94-B3A7 m fV \i m m m d N - N m w m .D se 90 110 130 1GO 5F SLAT SPAN - INCHES TYPICAL ANCHORS NCHOR AO 1/4" TAPCON 1-3/4" EMBEDMENT TO CONCRETE 1-1/4" EMBEDMENT TO BLOCK ANCHOR BO - # 14 S.M.S. W/ RAWL SCRU-LEAD INTO CONCRETE 1-1/2" EMBEDMENT. ANCHOR © = 1/4- x 1-1/4" METAL HIT ANCHORS (W/ ZAMAC BODY) 1. EMBEDMENT TO CONCRETE OR BLOCK ANCHOR DO= 1/4- RAWL CALK -IN. STAR •TAMPIN• OR EOUAL. TOTAL ANCHOR BODY INTO CONC. ANCHOR EO - # 14 S.M.S. 1-1/2' MIN PENETRATION INTO WOOD (S.C. = 0.55) NOTE. ANCHORS, USE FULL EMBEDMENT IN CONCRETE BEYOND THE COVERING (STUCCO, TILES. ETC.) 4NCHOR CHART IS 94-83A6 A CHO SF-t4 c m LL Ln a ❑ m d O J m z fU u -- H N o m m co Q mmmilm ANCHOR mmmillum mmmMm mm� . - . - mmmm . "0,01- „-----.�-II Now on mmm bld 70 90 110 130 SLAT 5 N - INCHES rd 90 110 130 190 SLAT SPAN - INCHES USE CHARTS 1 THRU 7 TO VERIFY ANCHOR REOUIREMENTS AND STRESS LIMITATIONS OF LOAD/SPAN COMBINATIONS FOR HEADER AND SILL. Cngr: DR. HLIMAYOUN FAWjOQ 1 S-iKL'CrL;RES FLA. PE / 16557 CA.N. 352S OCT 2 4 2003 z M fn z Of 9 u lO N z O o cr O F U Q I� O GY O aG C) U Q ^ z fn c' z '`1 O 0gQQO Q CL ^ 0 00 N co0v �pf3-ico Lei W N N 0, M < Sn �w^�o _n du lsa J Q F-- W rn O O W H 0 Q O U u u-) z OlJ 00 (= m I' Z Z 0 O V) 0 n ct�Q O Z Q Z g _ ,n - Q OfLn = v j W 0 W � � C O N_ > W � N �0 — U cy U Z S N cu W x N =(¢5( U o Z x PRODUCT REVISED to Q) n °= ^ n as complying 1Yith the Floeids O �, a ry o ' Buidino Code > 'n Acceptance No O - 0 o • 03 < m Expi tion Date 4LOX11>8 It.(A u o_ Miami Dade dtlsiCoww Ln Divitiva c4 a. m a O o � uV N drawing no. 94-83 heel 4 of 4