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HomeMy WebLinkAboutNOA - ALUMINUM ACCORDION SHUTTER-41 RECEIVED w NOV 0 5 2010 Permitting Department M {®DACE St. Lucie County DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA 160 � -ou lzf 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/building CaNja's Accordion Shutters, Inc. 940 West 841h Street 00W® Hialeah, Florida 33014 �f SCOPE: P, 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 This INOA' 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 havel 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 mateial 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. f° HPMA /_Performance System 2"Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. AD15-75, titled "System 2 Aluminum Accordion Shatter", sheets 1 through 10 of 10, prepared by MCY Engineering, Inc., dated May 13, 2010, last revision #3 dated. March 20, 2015, signed and sealed by Yiping Wang, 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 LA ELING: Each unit shall bear a permanent label with the manufacturer's name or logo, Hialeah, Florida, 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. AD ERTISEMENT: 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 & renews NOA # 12-0403.05 and consists of this page 1, evidence submitted pages E-1, E-2, & E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. 1� NOA No..15-1216.06 MIAMI-DADECOLINUM Ex iration, site::04/I L a /P_ o¢1zso/z o,6II ". Calleia's Accordion Shutters, Inc. NOTICE OF ACCEPTANCE: 'EVIDENCE SUBMITTED 1. EVIDENCE'SUBMITTED UNDER PREVIOUS APPROVAL # 10-1213.06 A. DRAWINGS 1.. Drawing No. AD] 0-37, titled" System 2 Aluminum Accordion Shutter". sheets 1 through 10 of 10, prepared by MCY Engineering, Inc., dated December 06, 2010, signed and sealed by Yiping Wang, P.E. I B. TESTS 1. See Association's generic approval under 10-0710. C. CALCULATIONS 1. See Association's generic approval under 10-0710. i D. QUALITY ASSURANCE 1. By Miami -Dade County Building and Neighborhood Compliance Department. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 10-0710. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated December 13, 2010, certifying this product to meet the criteria of product tested and approved, and allowing Calleja's Accordion Shutters, Inc. to use the test results approved under Miami Dade County Approval No. 10-0710, signed by Mr. Henry Revilla. 2. Acknowledgment letter by Calleja's Accordion Shutters, Inc. dated March 11, 2011, signed by Mr. Jorge Cayon. 3. Letter by MCY Engineering, Inc., dated February OS, 2011, signed and sealed by Yipping Wang, P.E., certifying that the drawing (No. AD10-37) prepared for Calleja's Accordion Shutters, Inc. is engineering wise identical to HPMA's generic drawing (No: AD10-12). my A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.15-1216.06 Expiration Date: 04/28/2021 Approval Date: 04/28/2016 E-1 Calleia's Accordion Shutters, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 12-0403.05 A. DRAWINGS ` 1. Drawing No. AD] 0-37, titled " System 2 Aluminum Accordion Shutter ", sheets 1 through 10 of 10, prepared by MCYEngineering, Inc., dated December 06, 2010, last revision 41 dated March 27, 2012, signed and sealed by Yiping Wang, P.E. B. TESTS 1. See Association's generic approval under 12-0736. C. CALCULATIONS 1. See Association's generic approval under 12-0736. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. I E. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 12-0736. F. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated March 29, 2012, certifying this product to meet the criteria of product tested and approved, and allowing Calleja's Accordion Shutters, Inc. to use the test results approved under Miami Dade County Approval No. 12-0736, signed by Mr. Henry Revilla. 2. Acknowledgment letter by Calleja's Accordion Shutters, Inc. dated March 29, 2012, signed by Mr. Jorge Cayon. 3. Letter by MCYEngineering, Inc., dated March 29, 2012, signed and sealed by Yipping Wang, P.E., certifying that the drawing (No. AD] 0-37) prepared for Calleja's Accordion Shutters, Inc. is engineering wise identical to HPAIA's generic drawing (No. AD10-12). L � K, "-n W / 6,14 /0� - H466y . Makar, P.E., M.S. Product Control Section Supervisor NOA No. 15-1216.06 Expiration Date: 04/28/2021 Approval Date: 04/28/2016 E-2 NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED NEW EVIDENCE SUBMITTED DRAWINGS 1. Drawing No. AD15-75, titled "System 2 Aluminum Accordion Shutter". sheets I through 10 of 10, prepared by MCY Engineering, Inc., dated May 13, 2010, last revision #3 dated March 20, 2015, signed and sealed by Yiping Wang; P.E. TESTS 1. See Association's generic approval `under 15-0430. CALCULATIONS 1. See Association's generic approval under 15-0430. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources. MATERIAL CERTIFICATIONS 1. See Association's generic approval under 15-0430. STATEMENTS 1. Release letter issued by the Hurricane Protection Manufacturers Association, dated December 09, 2015, certifying this product to meet the criteria of product tested and approved, and allowing Calleja's Accordion Shutters, Inc. to use the test results approved under Miami Dade County Approval No. 15-0430, signed by -Mr. Tom Llerena. 2. Acknowledgment letter by Calleja's Accordion Shutters, Inc. dated December 09, 2015, signed by Mr. Jorge Cayon. 3. Letter by MCYEngineering, Inc., dated December 09, 2015, signed and ,sealed by Yipping Wang, P.E., certifying that the drawing (No. AD] 5-75) prepared for Calleja's Accordion Shutters, Inc. is engineering wise identical to HPMA's generic drawing (No. AD10-12). H y . Makar, P.E., M.S. Product Control Section Supervisor NOA No. 15-1216.06 Expiration Date: 04/28/2021 Approval Date: 04/2812016 E-3 iIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE WILDING CODE. AL SCREWS USED AT LOUVER PIN SHALL BE # 14 x 3", 410-HT MINIMUM SERIES W1135.0 ksi YIELD STRENGTH. SCREWS SHALL BE COATED WITH XYLAN 5000 SERIES FLUOROPOLYMER COATINGS -=ORD-Co-BOX-507 WEST-CHESTER-PA:-19381: — — - - SHALL BE 6063-T6 ALLOY WITH MINIMUM YIELD STRENGTH OF Fy=31.0 ksi. D, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE STUCCO. VDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. IST BE SOUTHERN PINE, G = 0.55 AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO 0 BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 2 STAINLESS STEEL WITH 36 ksi MINIMUM MINIMUM YIELD STRENGTH. ,E PATENT PENDING. 31LITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE iTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE -OCK OR WOOD FRAME BUILDINGS. NUFACTURER'S LABEL SHALL BE PLACED ON THE EXPOSED SURFACE OF THE )E (COMPONENT H )_ ONE LABEL SHALL BE PLACED FOR EVERY OPENING. OWS: °M 2 ACCORDION SHUTTER" 1 SHUTTERS, INC. 'RODUCT CONTROL APPROVED 1, 202 & 203. kL DOCUMENT (P.A.D.) PREPARED BY THIS ENGINEER IS GENERIC, SPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT ROYAL PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. TE 1S THE CONTRACTOR'S RESPONSIBILITY. AL DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. 'S SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.A.D. ENGINEER OF ED ENGINEER TO THE P.A.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER THAT PREPARED IT. FROM ASCE 7-10, MULTIPLY BY 0.6 SHALL BE LESS THAN OR EQUAL TO MAX. DESIGN LOAD IN THIS DOCUMENT. J IN THIS DOCUMENT ARE ALLOWABLE DESIGN LOADS. TYPICAL ANCHORS: (SEE CHARTS FOR ANCHOR SPACING) TYPE A. 1/4" DIA. ITW TAPCON BY ITW BUILDEX Fu = 120 KSI, Fy = 92 KSI INTO CONCRETE fc'=3000 PSI 1.314" MIN. EMBED 2-1/2'MIN. EDGE DISTANCE TYPE Al. INTO CONCRETE BLOCK 1-114" MIN. EMBED 2-112" MIN. EDGE DISTANCE TYPE B. 114"-20 CALK -IN BY'POWERS' FASTENERS INTO CONCRETE fc'=3000 PSI 7/8" MIN. EMBED 3" MIN. EDGE DISTANCE TYPE B1. INTO CONCRETE BLOCK 718" MIN. EMBED 3" MIN. EDGE DISTANCE TYPE C. 114" CRETE-FLEX SS4 MASONRY ANCHOR BY "ELCO" CONSTRUCTION PR Fu = 120 KSI, Fy = 92 KS) INTO CONCRETE fc'=3000 PSI 1 314" MIN_ EMBED 2112" MIN. EDGE DISTANCE TYPE Cl. INTO CONCRETE BLOCK 1 1/4" MIN. EMBED 2 1/2" MIN. EDGE DISTANCE NOTES: WHEN EDGE DISTANCE EQUAL OR GREATER THAN 2" AND LESS THAN MIN. EDGE DISTANCE SPECIFIED ABOVE THE ANCHOR SPACE IN ANCHOR CHARTS ON THE DRAWINGS MUST MULTIPLY BY FOLLOWING REDUCTION FACTOR: ANCHOR TYPE A. & Al: REDUCTION FACTOR = 0.77 ANCHOR TYPE B & B1: REDUCTION FACTOR = 0.50 ANCHOR TYPE C & C1: REDUCTION FACTOR = 0.77 PLEASE NOTE THIS INSTALLATION ARE ONLY VALID FOR THE RESULTING ANCHOR: EQUAL OR GREATER THAN 3". DE1 T PRODUCT REVISED FLOR as complying with the Florid Building CedeAc"ptance No ExpirationlhtaP JA o .062' 125 062 TYP 1.043" ` . 10- 06 ' 1,062- br 1.250" •�-� o � .OB m � � c � o b, - o I 0 rn •- ' o I o', - M o .125" �k R.-O50 _ rn � a� R,.065'A I I NVERTED) B CEILING READER 2.095" 1.450"- .080" 1.935" 080" " o co rn CQ o II 08`.080 1� �O C WALL SILL 00 {II. mil 3.545" o OPTIONAL SLOTTED HOLE (SEE ELE (RACK L ADJUSTABLE SILL ADAPTOR 5.000" 4.509' .0 �� N o 0 g )RATED BLADE �1MALEIMALE SOLID BLADE_ of 2)HOLES FOR 1/16.0 ALUM, )OP RIVETS -.063" 906"1 6"MIN. 116'-18 S.S.M,S, 31W 1Q #Ioxll2"S.s. THUMBSCREW .0" $ .43 0" PLASTIC ti KNOB K LOCKING PIN (OPTIONAL) -41.344° m >_1.500° SCALE : 3/8' CMC- / V 4- 0 LIRA 0 (-u"N FEMALE CENTERMATE BLADE SCALE : 3/8" = 1" �•125" 125117101 1 000" f ' FLOOR SILL D SCALE : 3/8• = 1- .055" � >zoie - .3245 Ev 50 0 3 .751° F� 180° MALE STARTER 2.300" 1.922" e CV Q. et v _i• FLOOR SILL D SCALE : 3/B• 1• 3.964" 1,028° *-1.853" �� M1._YILIVJ c� v � o q 0 0 G MALE/FEMALE SOLID BLADE .125" r 0 80 0 400 14 .579" 2.164' .943" 3.107" 324" 3.431" .� MALE CENTERMATE BLADE SCALE : 3/8' - I- ALUMINUM•ANGLE 5" Max. AS APPLICABLE 2.000" ALUMINUM TUBES • D Ylpl RbRI PRODUCT PX- VISED as cOMPlying with the Florida Building Codo Acceptance No5-- Zl rYtllrlfinn thlaw A I•s w 11- JM SHUTTER SPAN ALL SECTIONS MINIMUM SEPARATION ICTH I V VLMOO (111.) V.U.PANMLENGTH ALL SECTIONS 3.0 3.0 13'-5" 3.0 12'-10" 3.0 12'-4" 3.0 11'-11" 3.0 11'-6" 3.0 11'-2" 3.0 " 10'-10" 3.0 10'-6" 3.0 10'-3" 2.875, 10' 2.875 9'-9" 2.625 9'-6" 2.5 9'-4" 2.5 2.5 ' 8'-10" 2.5 8'-6" 2.375 8'-2" 2.375 7'41" 2.375 T-7" 2.375 7'4" 2.375 T-2" 2.375 6'-11" 2.375 6'-8" 2.375 6'-6" 2.375 6'-4" 2.375 6'-2" 2.375 6'^" 2.375 c' (A)OR©OR� .... OD + ) OR 0 OR D2 INSTRUCTION: TOP / BOTTOM (OPTIONAL) TYPICAL ELEVATION N.T.S. STEP f DETERMINE DESIGN -WIND LOAD REQUIREMENT BASED ON VELOCITY, BUILDING HEIGHT, WIND ZONE USING APPLICABLY ASCE 7 STANDARD. STEP 2 CHECK SHUTTER CAPACITY FOR A GIVEN SHUTTER SPAN USING CHARTS ON SHEET 3. MAX. DESIGN LOAD FROM CHART HAS TO BE GREATER THAN DESIGN WIND LOAD FROM STEP 1. STEP 3 USING CHARTS ON SHEET 4 THRU SHEET '10 SELECT ANCHOR TYPE AND SPACING BASED ON DESIGN LOAD AND SHUTTER SPAN FOR THE ANCHOR DETAIL USED. DE( ` .YIPI PRODUCT REVISED FLOR1 as complying with dw Florida. c Building Cade Acceptance No Expirption Dato ��A 718' LONG NYLON BUSHING IF APPLICABLE (TyP. TOP &BOTTOM) # 14 x 2" S.S. Q A S.M.S.(TyP. - - - - - OP &BOTTOM)- - - - # ' x 3" S.S. S.M.S. W! 7x - 71 8LONG NYLON BUSHING (Typ TOP & BOTTOM) UC b N b 914 x 2" S.S. S.M.S.(Typ. E TOP & BOTTOM) EE SCHEDUL naN - r�--� TO GLASS STING ISS z D N vE OPTIONAL BUSHING Z TOP/BOTTOM) #14 x 3/4" S.S. --© OPTIONAL BUSHING -u S.M.S. @ 12" O.C. o TOWBOTTOM) 1• EDGE OF SLAB IF APPLICABLE E. D. - CONCRETE ANCHORS (SEE SCHEDULE) )NCRE POURED CONCRETE CONCRETE ANCHORS REQUIRED (SEE SCHEDULE) TING INSTALLATION CEILING & FLOOR MOUNTING INSTALLATION ECTION A SECTION B SAP�vr. I' 3=a VW -V X f0 OPTIONAL BUSHING TOPIBOTTOM) ;�711, DGE OF SLAB IFAPPLICABLE MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + MAXIMUM DESIGN LOAD °pd°(pSf) SHUTTER SPAN INCHI SECTION A (TOP/BOTTOM) SUBSTRATE CONCRETE SUBSTRATEBLOCK ANCHOR ANCHOR ANCHOR ANCHOR ANCHOR 'iYPEA TYPEB TYPEC TYPE 61 TYPECI SECTION B (TOPIBOTTOM) Bi (BOTTOM) SUBSTRATE CONCRETE ANCHOR ANCHOR ANCHOR TYPE TYPES TYPE 60" --678 60 9 9 3 3.5 6 6 6 96 F5r, 7.5 8 6 6 6 120" 6 6.5 6 6 6 144° 5 5.5 - - 6 6 6 154" 5 1 4.6 5 - 6 6 6 60" 9 9 9 3.5 4.2 6 6 6 78 9 8.5 9 3.2 6 6 6 65 96 7 7 7.5 6 6 6 120" 5.5 5.5 6 6 6 6 6 148" 4.5 4.5 4.5 6 5.5 70 60" 9 9 9 3.5 3.9 6 6 6 78 8 8 8.5 3 6 6 6 96 6.5 6.5 7 - 6 6 6 120" 6.5 5 5.5 - - 6 6 6 143" 4.5 4.5 4.5 - - 5.5 5.5 6 80 60" 9 9 9 3 3.4 6 6 6 78 7 7 7.5 - 6 6 6 96 6 5.5 6 _ 6 6 6 120" 4.5 4.5 5 - 6 6 6 134" 4 4 4.5 - - 5.5 5 6 100 60" 7.5 7.5 8 - - 6 6 6 78 5.5 5.5 .- 6 = = 6 6 6 96 4.5 1 4.5 5 6 6 6 120" 3.5 3.5 4 - - 5 4.5 6 195 60" 3.5 3.5 4 - - 5 4.5 6 5.5 66" 3.5 3 1 3.5 - - 4.5 _ 4 NOTE; FOR LIGHT DUTY SHUTTER ON SHEET 9, MAX. SPACING SHOULD BE LIMITED TO 6" DE EDGE OF SLAB IF APPLICABLE FL0Fi)I1411 PRODUCT REVISE-D as complying with the Florid: C Building Code Acceptance No If_-) 2IJ6, p� 7 Tz--Iinnla/L 7/l e/�s TlaA CHOIRS 1/4" 0-20x314" S.S. BOLTS .E) W/ NUT & WASHER @ 9" O.C. OR #14 x 3/4" S.M.S. L1 @ 9",O C. EQ Q 1" Min. # 14 x 3".S_S. S.M.S. W/ 7/16"0 x 7/8" LONG NYLON BUSHING (Typ. TOP & BOTTOM) # 14 x 2'S.S. S.M.S. (Typ. TOP & BOTTOM) 'ION OPTIONAL " - BUSHING ITOPBOTTOM) 1" Min. L1 114" 0.204/4" S.S. BOLTS W/ NUT & WASHER @ 9" O.C. OR #14 x 3/4" S.M.S. @ 9" O.C. CRETE ANCHORS (SEE DULE) ANGLE l� CAN BE INVERTED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED - CONCRETE ANCHORS (SEE SCHEDULE) DESIGN LOAD 'Pd'(PSF) SPAN (INCH) ANCHOR ANCHOR�ANPC,".. TYPEA TYPEB ANCHOR ANCHOR C TYpE At TYPE 61 ANCHOR ANCHO1;-.CHOR TYPE CI TYPE ANCHOR ANCHOR ANCHOR EB TYPEC TYPE AI TYPE et ANCH01 TYPEC• 60- 60" 78" 96" -120"- 6 6 6 1 4 5.5 1 8.1 6 1 6 6 4 6 8.1 6 6 6 3 4.5 6.3 6 6 6 3 4.5 6.3 6 6 6 - 3.5 5.1 6 6 1 6 - 4 5.1 --6--6--6- -- - -. . - 4-.1- -6- -6- -6- - --3-1-4.-1 144" 154" 6 6 6 - - 3.4 6 6 6 - - 3.4 6 6 6 - - 3.2 6 6 6 - 3.2 60" 6 6 6 3.7 5 7.5 6 6 6 3.7 5.5 7.5 65 78 96 6 6 6 - 4 5.8 .6 6 6 - 4.5 5.8 6 6 6 3 4.7 6 6 6 3.5 4.7 120" 148" 6 6 6 - - 3.8 6 6 6 - - 3.8 6 6 6 - - 3.1 6 6 6 - - 3.1 70 60" 78 96 120" 143" 6 6 6 3A 5 7 6 6 6 3-4 5.5 7 6 6 6 3.5 5.4 6 6 6 - 4 5A 6 6 6 - 3 4A 6 6 6 - 3 4.4 6 6 6 - - 3.5 6 6 6 - 3.5 6_ 6 6 - - 6 6 6 - - - 60" 6 6 -6 - 4 6.1 6 6 6 - 4.5 6.1 80 78 96 120" 134' 6 6 6 - 3 4.7 6 6 6 - 3.5 4.7 6 6 6 - - 3.8 6 6 6 - 3 3.8 6 6 6 - - 3.1 6 6 6 - •3.1 6 5.5 6 - - 6 6 6 - - 00 60" 78 96 120" 6 6 - 3.5 4.9 6 6 6 - 3.5 41 6 6 - - 3.8 6 6 S. - - 31 6 6 3.1 6 6 6 3.' 5 5 5.5 - - 5 5.5 6 - - 195 60" fib" 5 5 5.5 - - - 5 5.5 6 - - - 4.5 4.5 5 - - - 5 5 5.5 - - - k o(L E ni- O D OPTIONAL Z BUSHING TOPIBOTTOM) --h #14 x 3/4" S.M.S. DE @ 12" O.C. 7 1" Min. YIP . ( FIOR 114" 0.2Ox3/4" S.S. BOLTS PRODUCE REVISED W/ NUT & WASHER @ 9" O.C. as complying with dio Plotsida OR #14 x 314" S.M.S. Building Code @ 9" O.C. Acceptance No j 0 ExoimtionDawmA.l7_ftly- i CHART ON RIGHT 4 SELF DRILLING :REW @ 6" O.C. 'P. ALUM. TUBE SIZE OPEN'G WIDTH. MAX. HEIGHT DESIGN LOAD (PSF) ANCHOR TYPE'A' ANCHOR TYPE-C" 2"x2"x1/8" 42" 88" 65 65 2"x3"x118" 60" 881, 65 65 — _ 78" 86" 57.3 62 2"x4"xl/8" 78" 84" 60 65 78" 77" 65 65 OPTIONAL C BUSHING 1 TOP/BOTTOM) 1" Min. # _�_o NOTCHED 114" 0-20x3/4" S,S. BOLTS OPTIONAL W/ NUT & WASHER @ 9" O.C. POSITION OR #14 x 3/4" S.M.S. @ 9" O.C. 1URED CONCRETE CONCRETE BLOCK kLL REQUIRED BUILD -OUT INSTALLATION SECTION M MAX. DESIGN LOAD FOR TUBE SIZES & ANCHOR TYPE USED SEE CHART ABOVE MIN. / ./ ,3" TYP. OPTIONAL: FOR ANCHOR INTO GROUT FILLED CONCRETE BLOCK fcm'=>1600 PSI USE (2) - 3/8" KW1K- BOLT 21/2" MIN. EMBED INTO CONCRETE BLOCK 4" MIN. EDGE DIST. AND 4" SPACING MAXIMUM DESIGN PRESSURE RATING "Pd" (PSF) AND CORRESPONDING MAXIMUM ANCHOR SPACING (in.) SCHEDULE. + SECTION M BOTTOM MAXIMUM SHUTTER SUBSTRATE CONCRETE DESIGN LOAD "Pd"(PSF) SPAN (INCH) ANCHOR SPACING (in.) — ANCHOR TYPE A ANCHOR TYPE C 60" 8.5 9 72" 7 7.5 65 84" 6 6.5 2� co OD MAE raidiwA MEWIM ALUM. TUBE OR ANGLE MAX. WIDTH SHUTTER OPEN'G WIDTH - IL ALUM TOP / BOTTOM (OPTIONA - Dl PRODUCI'REVIS13D FLOR as complying with the Pforid-- � DWIding Cade ; Acceptance No JJAFIJ 216 . c6. Expimlion Datcp,4/212 /7 i j7 OR IAT OSIf10N MIES) IATS NlDSPAN L Art OSHWDSHM PAN SECTION D 1 (& MULTIPLE SHUTTERS) SCALE:315'= 11. n 2'x27x.125' ALUMINUM TI 1..........I OPENOMONAL SLOTTED HOLEFORHANDLE Art MIDSPAN REQUIRED CONCRETEANCHORS @IB'O. C. b 10 x 14'S. M. S. OR 31160 ALUM: POP RIVET@ 18' O: C. I'xlOR 1'xT OR 11IT x 11R' OR 1 I 2'ORTx2'OR2'x3.OR2'x 4' OR 2' x 5' x .055' Min. THICK Al... ANGLE CONCRETEANCHORS @IB'O. C. POUREDCONCREfE REQUREO (oPnomQ G DJ or 0(SEE NOTES) OPENOPT}oHAL SLOTTED HOLEFOR HANDLE Art MIOSPAN ONE SIDED SECTION ; END CONNECTION DETAIL - OPTIONAL SLOTTED HOLE 2'x2'x.125' TO BE COVERED WI NYLOT OR 3'x 3. x.090' CAP AT THE M.TUBr POST IS CLOSED (666um3•T6 ALLOY) BE ALUMINUM TUBE Q 1 or OJ (SEE NOTES) i OPENOPTTOMIMSLOTTED LEFORHANDLE ATt AVOSPAN 1•x I•x.062' COnL Alum. ANGLE 010 x 14' S. S. S. M. S. OR 3116' O Mum. POP RIVETS IB' O. C. (Typ.) ' 1•xrx.06T G CWL Mum. ANGLE J K SECTION E2 (oPRowv) scALE: s4;•= t• SECTION El scALE:34T•= r or JJ ISEE NOTESI (4)3116'0&T POP RIVETS OR 414x V4• S. Af. S. (7)711 1 'Y I #10x3!4'8.S. ,S. M. S.OR 3N 6' O Mum. POP RIVETS 1B• O. C. (Typ.) V x V x .062' Cont. Alvin ANGLE CONCRETE ANCHORS EA ANGLE 2' x 2' x.125'x TUBES' SIZE ALUM. ANGLE (2 REQUIRED) EDGE OFS}AS ISOMETRIGm C EDG ALLAROUND (CORNER POST) (Typ. AT TOP & BOTTOM SLABS) -VU5M bV I I VM LV1.11 v MAT DC UC INSTALLATIONS SECURED FROM TH OUTSIDE OR INSIDE OF SHUTTER.`VI INSTALLING . JO FROM THE OUTSIDE HOLE SHALL BE DRILLED AT HO AN MUST -BE -RIVETED -FROM THE - BACK -TO THE FRONT W/ (2)3/16"0 ALUM. F RIVETS' A 3/8"0 HOLE MUST THEN B DRILLED AT @1 TO ALLOW FOR J PASS THRU. WHEN INSTALLING THE INSIDE, O MUST BE RIVETED (2)3/16"0 ALUM. POP RIVETS. A 318% MUST THEN BE DRILLED THRU & TO ALLOW FOR OS PIN TO PASS 2-5/16"xl" LOCK J1 MAY BE OF"� ALTERNATIVELY TO O LOCK t INSTALLATIONS SECURED FROM TH OR INSIDE OF SHUTTER. IN THIS CA HOLE SHALL BE DRILLED THRU O HOLE DRILLED TO ©1 SHALL BE TI ACCEPT 18 THREADS PER INCH MA( SCREW. NOTE: END CONDITIONS SHOWN CAN BE INTER( ELEVATION X t.062" cI N�_ r)`i 3.250° NYLON CAI DE YIF FLOR PRODUCP np,vISFU as Complying with the Fioaida Building Code ccepitice NTO f�( , C TOP/BOTTOM (OPTIONAL) TYPICAL ELEVATION TYPICAL SHUTTER PLAN rtvnnuw n� ..wvr• .err•• 1. MAXIMUM SHUTTER SPAN AND PRESSURE RATING, MAXIMUM ANCHOR SPACING AND MINIMUM SEPARATION TO GLASS FOR G' AND GV WORKING IN UNISON WITH G AND G1 ARE AS PER SCHEDULES ON SHEET 3.4. 5 & 9. —2_ MAXIMUM -PERFORATION AREA ATiG',-G1'1S + 2:625" z 6:28" AND MUST BE LOCATED WITHIN THE CENTRAL 50% OF THE BLADE SPAN. PERFORATED BLADES G, G1 MUST BE SOLID AT THE TOP AND !ET BOTTOM 25% OF BLADES SPAN. JG 3. PERFORATED BLADES G', G1' SHALL BE INSTALLED AT EVERY OTHER BLADE (FREQUENCY). 4. CENTERMATES H, H1 MUST ALWAYS BE ACCOMPANIED BY TWO SOLID BLADES G. G1 AT EITHER SIDE OF EACH CENTERMATE_ r� ` 5. STARTERS AND CENTERMATES MUST BE ALWAYS SOLID. �. 6. STARTERS CONNECTION TO EXISTING BUILDING OR TO ENDICORNER TUBES MUST BE AS PER DETAILS INDICATED ON SHEET T SECTION S-S THRU G MALE/FEMALE BLA 2 5/8" P. 000' O .30 0OOj600 0 000 O O O 000 O L0 0000 0 00000000 A M 000000000 00000000 000000000 O r 00000000 000000000 cm00000000 (6 �% • O • a 000000000 00000000 060000000 00000000 �. 000000000 00000000 i " TYP. DEE 000000000' .I 00000000 00000000 YIP TYPICAL&PERFORATED PRODUCT REVISED `FLbtti BLADE ELEVATION In complying with the Florid,; . Ouliding Coda c Acceptance 1ho i p Expiration Data W-wl @ 18" O. C. POURED CONCRETE RSOU1REQ NOTE: END CONDITIONS SHOWN CAN BE INTERCHANGEABLE. CAL ELEVATION BAN "12 MAX. DESIGN PRESSURE +/_ 75 PSP +1- 70 PSF CONCRETE ANCHORS (SEE SCHEDULE FOR POURED CONCRETE SECTIONAONPAGE4) OR CONCRETE MAX. SPACING LIMITED TO BLOCK WALL 6" O.C. REQUIRED #14x3"S.S.S.M.S.W/711WOlx ' 7/8' LONG NYLON BUSHING (Typ. TOP & BOTTOM) #14x2'S.S. S,M.S.(fyp. TOP & BOTTOM) , 0 ui N MIN. CONCRETE ANCHORS (SEE SCHEDULE FOR SECTION A ON PAGE 4) MAX. SPACING LIMITED TO 6" O.C. Jr.AFTF EXISTING GLAS&_ IPTIONAL USHING OPBOTTOM) POURED CONCRETE REQUIRED 103"" - Q v0 J1 (SEE 0TES 3.61" 3.61" 3.61" SECTION G-G POURED CONCRETE REQUIRED EDGE OF SLAB IF APPLICABLE 414 x 3" S,S, S.M.S. W/ 7/16'O x .,-MM 718' LONG NYLON BUSHING (Typ. TOP & BOTTOM) x m 0 N #14x2"S.S. S.M.S.(Typ. TOP & BOTTOM) G OR©1 ?'c OPTIONAL BUSHING TOPBOTTOM) ilia x 314' S.S. S.M.S. @ 12" O.C. EDGE OF SLAB ��]_ IF APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE FOR SECTION A ON PAGE 4) _- A2 WALL HEADER 8 INVERTED LIGHT DUTY 1.826" JIMM li7-4 j . A3 WALL HEADER 8 I LIGHT DUTY 1: 0.0750 J 1 2.01 3.636" n CEILING HEADER (&INVERTED) HL CENTER BLA( LIGHT DUTY LIGHT DUTY •..'' YIR FLdR PRODUCT REVISED as complying with dw Rovida BWIdln$ Code Acceptance No — 12, I .0 Euni ration Date nA_11.0 I 7/16" 0 x 7/8" LONG ffR' U NYLON BUSHING r 1' Min' 1/4" 0-20x3/4"S.S. BOLTS (Typ. TOP & BOTTOM)E Q W! NUT &WASHER @ 9" f �q # 14 x 2" S.S. # 14 x 3" S.S. S.M.S. S.M.S. (Typ. B W/ 7/16" 0 x 7/8" TOP& B TTOM OR LONG NYLON BUSHING Al (Typ. TOP & BOTTOM) #14x2"S.S. OR G1 WOOD HEADER S.M.S. (Typ. TOP EXISTING REQUIRED & BOTTOM) GLASS. SEE SCHEDULE a FOR Min. SEPARATION --@Oa G1 m TO GLASS EXI,' RNATIVE 1 ALTERNATIVE 3 GLP �C W a ¢00 0-0 0' 2"x 4" ~ 0 ;n m EXISTING WOOD PLATE n N N O m GLASS. REQUIRED. iCa '— BUSHING ` (TOP/BOTTOM) -@OR ® OR � \G SCREWS @ 6" O.C. ) y /2" Min. THREADED PENETRATION 1 ;ISTING WOOD STRUCTURE fUD @ 24 O.C. I t� �UIRED. RNATIVE 2 AG SCREWS @ W11 1/2" Min. DIED PENETRATION TO JG WOOD STRUCTURE 1/4" 0-20x314" S.S. BOLTS Wl NUT & WASHER @ 9" O.C. EXISTI(` 1" Min. GLASS. =Q # 14 x 3" S.S. S.M.S. [ f W/ 7/16"0 x 718" I L LONG NYLON BUSHING (Typ. TOP & BOTTOM) # 14 x 2" S.S. S.M.S. (Typ. TOP & BOTTOM) 2"x 4" WOOD PLATE REQUIRED. 0 Lq OPTIONAL BUSHING EXISTII� (TOP/BOTTOM) GLASS. Min. W/ (3) 5116" Ox4" LONG "ELCO" ULTRACO EACH RAFTER OR TRUSS. LOCATE SCF AT MIDWiDTH OF EXISTING WOOD MEMI (2" Min. NOMINAL WIDTH) W/ 21/2" Min. THREADED PENETRATION. # 14 x 3" S.S. S.M.S. —W1"7/16" O x 7/8"— _ LONG NYLON BUSHING SEE SCHEDULE FOR (Typ. TOP & BOTTOM) # 14 x 2" S.S. TO GLASS —S.M.S. (Typ. TOP & BOTTOM) OPTIONAL r" TO GLASS ALTERNATIVE 1 E SCHEDULE FOR Min. EPARATIO TO GLASS T 2O0Z 'I0.m� ' � ail 1/4" 0-20x314" S.S. BOLTS W/ NUT & WASHER @ 9" O.C. OR #14 x3/4" S.M.S. @ 9" O.C. .1/4" LAG SCREWS @ 6" O.C. W/ 1 1/2" lr Min. THREADED PENETRATION TO EXISTING WOOD STRUCTURE EXISTING_ GLASS. OPTIONAL 1/4" 0 LAG SCREWS BUSHING @ 6" O.C. W/1 1/2" Min. (fOPIBOTTOM) THREADED PENETRATION TO EXISTING WOOD DECK. #14 x 314" S.M.S. @ 2" x 6" 1 12" O C REQUIRE[ ALTERNATI` 1/4" LAG SCREWS @ 6" O.C. W/ 1 1l2" � �--- 2" x 6" WOOD DECK ALTERNATIVE 4 M' THREADED PENETRATION 1 ED NO NISH ALLOWED SEE SCHEDULE R Min. SEPARATI TO GLASS �n. REQU R ( FI ) TO EXISTING WOOD STRUCTURE ALTERNATIVE 2 WALL MOUNTING INSTALLATION (OFFSET) i SECTIONS B SCALE: 1 /4"=1" NOTE: to WALUFLOOR/CEILING MOUNTING SECTIONS CAN BE Cli a OPTIONAL COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. -'BUSHING NOTES: #14 x 3/4" S.S. S.M.S. @ 12" O.C. " I 1. INSTALLATIONS ARE ONLY VALID FOR INSTALLATIONS WITH DESIGN m g 1 I LOADS. LESS THAN OR EQUAL TO 70 p.s.f. AND 9'-0" Max. SHUTTER SP Min. 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE S, } 7114"0- 20x3/4" S.S.BOLTS n Wl NUT & WASHER @ 9"-O.C. PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUALIGREATER. DI OR #14 x 3/4" S.M.S. @ 9" O.C. YIPII 1/4" LAG SCREWS @ 6" O.C. W/ 1 112" Min. FLQRI[ THREADED PENETRATION TO EXISTING WOOD STRUCTURE PRODUCT REVISED 1 as complying with the Florida C Building Code Acceptance N°. iq M #14x2"S.S. S.M.S.