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BP-05-1604Miami Shores Village Building Department /0050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. BUILDING PERMIT APPLICATION FBC 2001 Master Permit No. Permit Type (circle): Buildin ) lectrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder)y vac V ill Phone # (' ) 15 -5 Z1 Owner's Address Li tO , City infii)1 7. t�clo State FL Tenant/Lessee Name Zip h 5 Phone # Job Address (where the work is being done) C-1 1o1\\ ‘C7) j \‘(‘ i SIICt Th City Miami Shores Village County Miami- ade Zip :331 ; 90 Is Building Historically Designated YES NO Contractor's Company Name 1A "° Phone # Contractor's Address / P33.2 Qualifier g ! c s C7 -)3L/ 709 State e d Zip '�/�? Architect/Engineer's Name (if applicable) Phone # $ Value of Work For this Permit Square Footage Of Work: Type of Work: ['Addition DAlteration [few Describe Work: ❑ Repair/Replace ❑ Demolition ****************************Fees****************************** *** * ** Submittal Fee $ Permit Fee $ CCF $ Notary $ Training/Education Fee $ Scanning $ Radon $ Technology Fee $ Bond $ Code Enforcement $ Structural Plan Review. $ Total Fee Now Due $ (Continued on opposite side) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. 1 i,, ,,,,,.._> Signature 5 ��,° _ - _ (�i t !' Signature ,�� ,,. or Agent Contractor The foregoing instrument was acknowledged before me this /4 The foregoing instrument was acknowledged before me this i V day of MAIR'atzg.20 ®5 , by 17eAey HIOt214 TI4 , day of COL'j , 20 L--J.' , by ` T/)i =?,1J j' . Ti.. who is personally known to me or who has produced who is personally known to me or who has produced As identification and who did take an oath. ij t4 L•L> as identification and who did take an oath. ,a NOTARY PUBLIC: Sign: <9 JLL .t slag ATHEat A NOTARY PUB Sign: r Print: 'c✓a f My Commission Expires: Danielle L. J01111S�OtI **, , *******************, * ************* ** * ** ** * * * ** * * * ** * �_ B39B7g7 '� 'I 2009 Expires: FEB, 07, BeadedT�+�t��d� Btl!}�� eke tner Certificate of Competency No. MY COMMISSION # DD Carded Thru Notary Public Undena,Rera State Certificate or Registration No. NOTARY PUBIK.STATE OF FLORIDA (Certificate of Competency Holder) ***************************************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** APPLICATION APPROVED BY: Chc 10/14/03 Plans Examiner Engineer Zoning 1-1ECEOVED NOV 7/05 Fir Pa5 1:7C4- mmi Shores Buildi Product Approval Schedule Opening Description of Window Product Acceptance or Door or Mullion Number gAL t , c& ,L1 Product Approval Design Pressure (+) PSF (-) PSF Address: (01 'LILA) Ci 1-) `-‹ Permit No. b Opening Design Rough Opening Pressure Size (+) PSF (-) PSF 3 x43 T. d zS Shutter Required Yes / No Mullion Required Yes / No I ie er ) C--)) Impact Yes/No VC 5 d_ss v a Phi �. ^w G 1,1 0 f)119-05---ibpq, ioi Skie,..c 77 J3,5 Aflanfic Shuffers, Inc. iliiiiiiiiiiiiiiiiiiii Hurricane Shutters Storm Panels • Accordions • Roll-ups No. IN A-- SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM Building Official Attn: Building Official: We are Dade County Notice of Acceptance Holder for the SSA (6.8" - HR) Aluminum Accordion Shutter under number 02- 0618.07. This letter authorizes to use our SSA / (6.8" - HR) Aluminum Accordion Shutter at the following job: Kevin P. Kennedy President 15421 West Dixie Highway, Bay 23 • N. Miami Beach, FL 33162 (305) 945 -7277 • Fax: (305) 945 -1131 BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) )&6S •• ((t NIIAN11 -DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET, SUITE 1603 MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 Atlantic Shutters, Inc. 15421 West Dixie Hwy, Bay #23 North Miami Beach, Florida 33162 S(()PE: 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 Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (A1-IJ). 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: SSA / ( 6.8 "- HR) Aluminum Accordion Shutter APPROVAL DOCUMENT: Drawing No. 01 -853, titled " Millennium Shutter System ", sheets 1 through 11 of 11, prepared by Knczevich & Associates, Inc., dated December OS, 1998, last revision #7 dated February 29, 2002, 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. 1IISSiLE 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. TERiIiNATION 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. I NSI'EC "PION: 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 #01- 0228.04 & consists of this page 1 & approval document mentioned above. The submitted documentation was reviewed by llelmy A. Makar, NOA No 02- 0618.07 Expiration Date: 07/29/2007 Approval Date: 08/08/2002 Page 1 i"tvr) ,s4.0 1 825 " Tsi LET ;THESE- APPROVAL DQCUME#TS;'kiEPRES;ENT4 SHUTTER SYSTEM AN11,`F iED 414IVH THE PROVISIOrt- -:STET FOR-_THE ISSUANCE;OF A.NOT /CE OP.ACCEPt'. viQE'(l'IOA)_11Y ,'MIAMI -DAOE tO. UN.TY.PRODUCT'CCNTROL:DI,VISIDN FOR THE HIGH VELOCITY IR)HRICartE. • ZONE HVHZ) o1 THE FLORIDA SUILOING CODE. ' • TO VERIFY THAT THE ANCHORS AS TESTED: ARE NOT OVERSTRESSEO.IN THESE - APPROVAL DOCUMENTS A 33'/. INCREASE.IN ALLOWABLE STRESS WAS USED IN'- 096 THE FASTENER ANALYSIS f 3. OETERMiNE THE POSITIvE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING • • THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE -AND OOVERNINt5 WINO VELOCITY FOR Wet) L.OAO {ALCULATIONS IN ACCORDANCE wITH A'SCE 7 -98,'. A DIRECTIONALITY FACTOR OF Kd =10 SHALL BE USED 4.. THESE.APPROVAL DOCUMENTS ARE GENERIC ANO 00 NOT INCLUOE INFORMATION FOR SITE- SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM THESE ADMINISTRATIVE APPROVAL CODE. DOCUMENTS COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR 00ES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN ANO THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE 00E5 NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 1'00" 096" .062". 6301 1.250" 3.745" OWALL HEADER (6.8 ONLY) SCALE: HALF SIZE e,0627' JJ 062" 1200" 095' • m .971 .095 -•< 1.200" +.095'41 2.655" 1.825" 1.583" -i- .484" .588' -- .600' O o' .0 O rr 0 - 6' .105" 0 O N 2.300" OBASE SILL SCALE: HALF SIZE -� N00.. I 1-.250" 875'; O 630j• 4' 4' 11 -.095' .971" 0 0 3.610" f ( x062' 1 L 200" .6821.630' I¢�' .062" E200 .372'24-1 1.250" 1 .971" / 2.822" OWALL HEADER SCALE: HALF SIZE 2.195" i -TYP. 7.00" MAX. ga ANGLE (HR ONLY) SCALE: 3" = 1' - 0" 0 O N 125" TYP 5.00" MAX. 0 ANGLE (6.8 ONLY) SCALE: 3" = 1' - 0" 1.048" L105" 90' TYP. { 1.230' 1, 3.635" 4.510" BASE TRACK SCALE: HALF SIZE 4, 1.110" .443'4.4 " I _1.200" MIN. 2.218" 3.444" MALE / FEMALE LOCK (6.8 ONLY) SCALE: HALF SIZE t-.- .1875" 11,h1125" qtr-- °I VARIES .3375" FOR 6.8 AND HR WHERE LOCK PINS ARE USED, THEY ARE ENGAGED IN THE STACKED POSITION AND ARE NOT REQ'D IN THE CLOSED POSITION. 1 g ALUMINUM OR PVC LOCK PIN (NOT REQUIRED) SCALE: HALF SIZE 05/30/02 10:14 HEADER SCALE: HALF SIZE IMf./2-5.80*3O 4.596" 4.190•• 4.190" �- CMAGN� R D. ce 2 MARK .0618" L TYP. HR SLAT SCALE: HALF SIZE 5. .062" 16� 30 " -062" .200" .971" I 1.250 f 1.200" 4..745" CBUILD OUT WALL HEADER (6.8 ONLY) SCALE: HALF SIZE 219"1 4.603" 4.140" .258" .030R `.054" r .297" I O7 TYP. 6.8 SLAT SCALE: HALF SIZE 1.523" 1.750" 1 4' 4 `307" HR STARTER SCALE: HALF SIZE 30.225 043 "�♦' .060'1 .1SOR `4 0 F.314" • 1325" 022" 069' 6.8 STARTER SCALE: HALF SIZE 2.702" 2.465" 2.289" j ` 1.200" j. I 1.100" 1 EJ__r 190" r.250" U1 L125" O 0 0 N m .1 r• 0' O m 4.596" HR ID. 1 MARK f'. 2.298" 1 x.219" 1 ;.0618 1.- ALT. HR SLAT SCALE: HALF SIZE 4.510" 4.102" • 4-.054' OALT. 6.8 SLAT 11 i .227" i -� SCALE: HALF SIZE STAINLESS STEEL ASSEMBLY .3200 HOLE 050" -NYLON WHEEL 1.100" I {i-- 240" TYP. AT EVERY OTHER INSIDE JOINT AT TOP. 12 ROLLER ASSEMBLY SCALE: HALF SIZE 2.642" 2.405" 2.216" 1.950" i i° m d 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEv1ATE FROM THESE APPROVAL DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED, SIGNED, DATED AND SEALED BY A LICENSED ENGINEER OR REGISTERED ARCHITECT, WHICH DETAIL AND JUSTIFY THE DEVIATION. SAID DOCUMENTS SHALL BE SUBMITTED TO THE PRODUCT ENGINEER FOR REVIEW AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. e) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -0A0( COUNTY PRODUCT CONTROL DIVISION. WHEN THE SITE CONDITION DEVIATIONS OCCUR WITHIN THE HIGH VELOCITY HURRICANE ZONE AREAS. ONLY OPTION "B- SHALL BE ACCEPTED BY THE BUILOING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS ATLANTIC SHUTTERS INC. NORTH MIAMI BEACH. FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 10 ALL. MINIMU EXTRUSIONM Fy OF 30.S 125 SHOK.SWN .I. SHALL BE 6063 -16 ALUMINUM ALLOY. U 0 N , WITH A it ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE ALLO STRENY. TH OF 60 K.S.L. U.O.N. POP RIVETS SHALL BE 1 /4 "m OR 3/16 -0 5052 ALUM. K.S.. 12. ALL SHUTTERS SHALL HAVE A LOCKING MECHANISM CONSISTING OF THUMBSCREW OR PUSH LOCK AT CENTER OR SIDE CLOSURE. 13. TROP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS HAY BE REMOVABLE AT NON- STACKING LOCATIONS. USE REMOVABLE ANCHORS SUCH AS POWERS CALK -IN ANCHORS. 15. ALL EXTRUSIONS CAN BE USED FOR THE 6.8 OR THE HR ACCORDION SHUTTER SYSTEMS. U.O.N. • 16. THE HR ACCORDION SHUTTER SLAT HAS A BULGE @ CENTER OF SLAT TO DISTINGUISH FROM THE 6.8 ACCORDION SHUTTER SLAT. - -J .120' 1.750"1 r .870" / BRASS PUSH LOCK SCALE: HALF SIZE .3750 z to W CC 4 \- 1:110 -24 THUMB SCREW .125-f' 16 CENTER MATE 1 SCALE: HALF SIZE .250• 18\ 1.100" .19oJ.12544' 17 CENTER MATE 2 SCALE: HALF SIZE 5OR US WITH 16 17 ANO ONLY SLIDE ROD SCALE: HALF SIZE NYLON WASHER (NYLON BUSHING OPTIONAL) #14 x 2- 3/4_". 410 HT S.S. SCREW W/ A JS500 PLATING (TYP. TOP 8 BOTTOM) NYLON BUSHING W/ WASHER: • 7/16 "0 x 1/2" @ INTERIOR JOINT TOP 7/16 "0 x 1" @ INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR e 14 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE Approved as complying wish the Florida Buldi = Cadc Date o8 %G tool, NOAH OZ, 0 6i8. 07 Miami Dade Product Control DM' By •r- w'- v _ 0 V ti 0, Ln N vW ‹n z V W ~ P- 0 w M Z '"0 J h x m U N � v 1'. G61 r, ° 3 ° v Yv r w 11 ;„ Zx i- �e U)K = • • docZW rj CO E=, r ST.) 1.4 CA V.J. KNEZ PROFESSION FL Uaenis c 0 ii A N 0) tY 0 0 0 s 0 01 [do,. 12/08/98 stale'.. dr•onb: Asr/Orra]j(((_ . 1■•'gnby ll.necl.ed by 1 VA Of a.n...V no 01 -853_ - ..,tieeI 1 of 11_ (/ Z FASTENEF2'(nl 18 ".0. C. " E (US ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). N D Z IN w Q J (ii /- 11 Z 4 l7Q. / O z Q z 2 FASTENERS EACH ANGLE -- 1 "x2 "x1 /8 "OR 2" x 2" x 1/8" ALUM. ANGLE M ow NJ Ei w rn EX4S.1— G GLASS- IV t7 J' APPL'. {'Ci4bLE'TO fF; CCCSRt {'UN 514.4..rrTEFt /.1- 1/2 ". MIN. ALT. DIRECTION OF ANGLE LEG 3/16 "0 ALUM. POP RIVET OR 1112 SMS - TYPICAL PLAN VIEW SCALE: 3" = 1' -0" 3/16.0 ALUM. POP RIVET OR 4112 SMS Sul 18" 0 C. (TYP.) 2 "x2 "x1 /8" 6063 -T6 ALUM. TUBE 1" x 2" x .093" 6063 -T6 ALUM. ANGLE. TYP. -\ 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY - 3/16 "0 ALUM. POP RIVET OR 4412 SMS (al 18" O.C. (TYP.) TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) 3/16 "0 ALUM. POP RIVET OR 1112 SMS 18" 0.C. (TYP.) l2 FASTENERS EACH ANGLE THREE 3/16 "0 ALUM. POP RIVETS OR THREE )312 SMS. TYP. 1"x2 "x1 /8" OR 2 "x2 "x1/8" ALUM. ANGLE TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) TYPICAL CORNER CLOSURE DETAILS SCALE: 3" = 1' -0" 1/4 -20 THUMBSCREW INTO THREADED HOLE. LOCATED ® 1/3 SPAN TO 2/3 SPAN FROM MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER ® 18" 0.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). #I12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. POP RIVET. OR 1/4 -20 MACHINE BOLT & NUT (al 18" O.C. BOTTOM OF SHUTTER FOR BLADES S 8' -3 ". USE TWO THUMBSCREWS ON BLADES > 8' -3 ". ONE ® 1/3 SPAN AND ONE AT 2/3 SPAN FROM BOTTOM OF BLADE. TYPICAL. FOR LOCKING SHUTTERS. A BRASS PUSH LOCK MAY BE SUBSTITUTED NOTE: STARTER 11 LOCATION MUST BE ADJUSTED TO INSURE FULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. VARIES - NO LIMIT SECT ON . z Q a_ in ccw w H � HQ Iw 1!I w X— Q EXISTING GLASS 7. SILL? z O Q VI N 4 J ca Q E a ow TOP TRACK PLAN VIEW 1/4 -20 THUMBSCREW LOCKING DEVICE OR BRASS PUSH LOCK AT CENTERMATE. SEE TYPICAL PLAN VIEW FOR REQUIREMENTS TYPICAL ELEVATION N.T.S. 7 "— BOTTOM TRACK 1 -1/2" / — 1/4 -20 THUMBSCREW INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = V-0" FASTENER (al 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). i x 2" x .090" 6063 -T6 ALUM. TUBE TYP. 11 2" x 5" x 1/8" / x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. 1 t 4412 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. POP RIVET. OR 1/4 -20 MACHINE BOLT & NUT p 18" O.C. SIDE CLOSURE OPTIONS SCALE: 3" = V -0" Apptvred as complying with the Florida BuWi aCodZ too 2. Date • NOM • r 0 Control Pascal Dade Prudes Divisb{1 BY 05/30/02 10.14 w < _ O V d 0. N ti v .I - n] V 1/V w rJ N z X � n t ,., a V W 111 _4. c1 o 011i • am • 5 A. • 4S m i 3 . • A r • M $ � 3 z. 4 0 a V r1 z 0 05 • 0 r1) a I,Uc. . N: 11 CO) f MAY ; 0 2002 0 Y 1 1 1 n 2 V a 1 } > 1 4 Q 5 t s. u 3 4 e t u 4 h n'p 1 v u ▪ erg o•r• .. 2/08/98 dr.wn br plt ��. ■.sin by 1 .h.. d b r.. V/M ( V dr ....al,' 01 —853_ sheet 2 of 11 Q •l•1• . S .52E0 W 0 to EXtSTING • STRUCTURE C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING - _71/2 "r 0 p.ic r io.P,F•Lg•CA.RLE ,TQ *-tFi ACC EXISTING STRUCTURE 'C1 CONNECTION TYPE • REFERENCE ANCHOR SCHEDULE FOR .MAX. SPACING (STAGGER • SPACING AS SHOWN IN DIAGRAM ON,PG Si 11/2" 1/4" MAX. FROM PIN (GUIDE TO BUSHING WASHER (TYP.) 5�E RLION 5 -4 JTT'ER 1/4" MAX. FROM PIN ,GUIDE TO BUSHING ZWASHER (TYP.) rTl a • 11 GLASS OR 2 FOR MIN- SEE TABLE DOOR---- SEPARATIOP FROM GLASS • • W.W .. 1- 1-.? ?E- t., Z (JJ o V1 co Z1- 4 Qtn 1/4 -20 5.5. MACHINE SCREW & NUT (al YSTINt'S CO RBLOCl< .1000 F`RAI LNG & ANCHORS NEi,T At EDGE DIST i/ /�,. C3 FE ENCLiQfiI TYPE R' REFERENCE' ANCHOR 'E01 E SCHEDULE FOR MAX SPACING 1/4 MAX FROM PIN I— 0 (GUIDE TO BUSHING ...==t _WASHER (TYP.) G;RET GLASS OR DOOR to 0 1/2" 12" O.C. X1/4•• MAX. FROM PIN 0 GUIDE TO BUSHING WASHER (TYP.) SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS C 1— W J X0. ta W Z1J O IA Q Z1-- 04 V VI 4 GLASS OR DOOR st 12 x 1/2" SMS @ 12" O.C. OR 3/16 "o ALUM. POP RIVETS @ 6" SEE TABLE- _r 2 Fon MN JSEPARATIOP FROM GLASS O5 AND ASSEMBLY i cc wur 1-- J =Or Li' ZLJ Qv, Q 0Z1..- a 4 LA. VI .�1/4" MAX FROM PIN r 1/2" GUIDE TO BUSHING WASHER (TYP ) • \-C2 CONNECTION TYPE REFERENCE ANCHOR \ SCHEDULE FOR MAX. \\ SPACING EXISTING STRUCTURE 0 WALL MOUNT SECTION SCALE = 3 "= V- 0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING GLASS OR DOOR 1 (1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER ITYP.) EXISTING CONCRETE OR BLOCK ONLY en— STRUCTURE WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE /) 1 E /. � C5 CONNECTION TYPE /— EXISTING STRUCTURE 5" MAX. 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) } Y SEE TABLE L 2 FOR MIN. SEPARATION FROM GLASS C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 05/30/02 1O: 14 OB WALL MOUNT SECTION SCALE : 3 "= V- 0" GLASS OR DOOR 1/4 -20 MACHINE BOLT W/ NUT OR tt14 SMS • @ 12" O.C. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING „WASHER (TYP.) -i -C4 CONNECTION TYPE REFERENCE ANCHOR EXISTING 4 _— SCHEDULE FOR MAX. STRUCTURE J EM SPACING BED. J (p BUILD OUT MOUNT SECTION SCALE : 3 "= V- 0" CC W CC F- 1.W DD I- N i0' N►=- owm l7 to 4 XZ 0Z)- J oa L.! V1 4 SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING —0O cc W W ta I— u, = H ut � XW 4 J X -j1/2" I1 /4•' MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) THREADED PENETR. "T" a12 x 1/2" SMS @ 12" O.C. OR 3/16 -o ALUM. POP RIVETS (ol 6" 0 C. • EDGE DIST. LC3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REO'D WITH THIS LOCATION OCEILING / INSIDE MOUNT SECTION SCALE '- 1'- 0" • Z C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG 5) .3 - EXISTING WOOD 12" 3•• 1[_2" TRUSS OR RAFTER i @ 26 MAX. O.C. \ j -1/2 -1/2; EXISTING FINISH MATERIAL 1" x 4" x 1/8" 6063 -16 ALUM. TUBE W/ THREE 1 /6"o WOOD LAG SCREWS WITH 2 -3/4- MINIMUM THREADED PENETR. "T- IN WOOD @ EACH RAFTER OF TRUSS• 24. O.C. MAX. WHERE TUBE EXTENDS. BEYOND LAST TRUSS. EXTEND TUBE TO NEXT TRUSS 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) TWO 1/4"o WOOD LAG SCREWS @ 24" 0.C. MAX. WITH 2" THREADED PENETRATION "T" INTO CENTER OF STUDS PLYWOOD & STUCCO FINISH 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP ) 1/4 -20 S.S. MACHINE SCREW! 24. 0.C. IN BETWEEN TRUSSES WITH 1 /2 "m ACCESS HOLE ON BACKSIDE OF TUBE OR *114 SMS 24. 0.C. MAX. IN BETWEEN TRUSSES a14 SMS (al MIDSPAN BETWEEN STUDS FOR TRACK TO 1- x 4•• TUBE CONNECTION 1" x 4•' x .125" 6063 -16 ALUM. TUBE NOTE: THIS DETAIL MAY BE USED AT TOP MAX. DESIGN LOAD = 72 P.S.F. OWALL MOUNT SECTION SCALE : 3 "= 1'- 0" 4 (MAX. DESIGN LOAD x 72 P.S.F.) OTRUSS MOUNT SECTION SCALE : 3 "= V- 0" ApproYcd as complying pith the Florida Bald s Cod . ti Date / : r . O 0 NOA1r Mlsal Dade Product Control D(vtaioS BY T 0) Z)- Z° WW J J3 ST VJ. KNEZEV CH PROCESSIONAL INffR fL IU..nt. 00109115 a N 0 1 V Y 3 a n Y 2002 u n • V as N m 01 0 0 2 0 a.r. 12/08/78 at .I, — o • A - S ,')1/011• Ir. n y MC d•.■qn by ' .h•ch.d b� VIM V IK dr...,/.1Q no 01 -853 ,h1•1'1 i r11 11 .EXISTttJI"i,. STRUCTURE -- 1/4 -4, RAWL'CALK )N` ANCHORS W/ 7/8 " M'IN EMBEDMENT IN CONCRETE` OR BLOCK (SEE NOTE 01 TIIIS PG. FOR NUMBER OF ANCHORS`REO'D.) --� 1- "C:CC.).RE•1QJ`SHLJ'wi R t tti 4'9 PL.I 3.4 . T O F1f>' AGO•(3 c .t.'S'1i;4.11`TEFZ :•r --ALT LEG DIRECTION f SEE NQTE G1. -THIS • PAGE FOR ANGLE SIZE 1/4-20 MACHINE BOLT 'AND ANCHORS REQ'D: . W /.NUT OR #fit. x 3/4•' i 4-1, rTw SMS (B 12" O.C. ,r 1 1 i ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR ACCESS HOLE- 1 T f'' BEAM DESCRIPTION E. -./ i MAX. HORIZONTAL SPANS) 1/4" MAX. FROM PIN GUIDE ITO BUSHING WASHER (TYP.) SEE TABLE 2 FOR GLASS II MIN. SEPARATION OR DOOR FROM GLASS _ E mow= ta 1/4 -0 RAWL CALK -IN ANCHORS W/ 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK (SEE NOTE 01 /` THIS PG. FOR NUMBER 0)7 ANCHORS REO•D.) - --' z Q 0. CC W Z 0 THREE 1/4 "0 THRU BOLTS 01 11/4" MAX. FROM PIN GUIDE 1 ' "' 1 TO BUSHING WASHER (TYP.) -Tf ALUM BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) . EXISTING / STRUCTURE— EMBEDy.. EXISTING STRUCTURE EXISTING FINISH MATERIAL 3 CUT IN 2" TO 3" INTERVALS 0 FORt CURVE (SEE DETAIL L FOR WELDING INFO). TYP TOP & BOTTOM. LTw SEE NOTE G1, THIS l ^ PAGE FOR ANGLE SIZE AND ANCHORS REO'D `—ALT. LEG DIRECTION 1/4 -20 MACHINE BOLT W/ NUT OR #14 x 3/4" SMS ® 12" 0.C. ACCESS HOLE (MAX. DESIGN LOAD = s 72 P.S.F.) OBUILD -OUT MOUNT SECTION SCALE : 3"= V- 0" FASTENER (al EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON C3 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE w Lt z a VI 0 W IQ EXISTING STRUCTURE �� EXISTING FINISH / MATERIAL FULL LENGTH INSIDE II EXCEPT AT "NOTCHES" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) C W W F- W = I jI X Z u ^ ._ ut0 o1/1 Q __ , Y _ / W EI Z 1- 9 J °a i • 6.8 /\CCQ. R ©RD N J SHUTTER tVOT .. PP L1 CAB Le HR ACCORGs I.OtJ SfiUTTER T A B L E 2 MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD (w) IP.S.F.I ACTUAL SHUTTER SPAN (L) (FT - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRACIE (IN.) 30.0 40.0 8 -3 3 -1/8 1 -5/8 10 -0 3 -3/4 2 -1/8 11 -11 3 -3/4 3 50.0 _ 8 -3 3 -1/8 1 -3/4 10 -0 3 -3/4 2 -3/8 11 -3 3 -3/1. 3 60.0 5 -0 3 -1/8 1 -1/4- 8 -3 3 -1/8 1 -7/8 10 -9 3 -3/4 3 70.0 5 -0 3 -1/8 1 -1/8 8 -3 3 -1/8 1 -7/8 10 -1. 3-3/1. 3 80.0 6 -0 3 -1/8 1 -3/8 8 -3 3 -1/8 2 -1/8 9 -4 3 -3/4 2 -5/8 90.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -5/8 8 -3 3 -1/8 2 -1/8 100.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1-3/1. 8 -3 3 -1/8 2 -1/4 110.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -3/8 120.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -1/4 130.0 5 -0 3 -1/8 1 -3/8 7 -0 3 -1/8 1 -7/8 8 -3 3 -1/8 2 -1/2 05/30/02 10:14 TABLE 1 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WINO LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE•OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE_2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A 8 L E ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS DESIGN WIND LOAD w (P.S.F.) • POSITIVE WIND LOAD NEGATIVE WIND LOAD L max- (FT - IN) L max. (FT - IN) 30.0 12 -10 12 -10 35.0 12 -1. 12 -10 40.0 11 -11 12 -10 1.5.0 11 -7 12 -10 50.0 11 -3 12 -10 55.0 11 -0. 12 -10 60.0 10 -9 12 -1. 65.0 10 -6 11 -6 70.0 10 -4 10 -8 72.0 10 -3 10 -4 75.0 10 -2 9 -11 80.0 9 -11 9 -4 90.0 9 -7 8 -4 100.0 9 -3 8 -3 110.0 9 -0 8 -3 120.0 8 -8 8 -3 130.0 8 -4 8 -3 133.0 8 -3 8 -3 140.0 7 -11 7 -11 150.0 7 -5 7 -5 160.0 6 -11 6 -11 170.0 6 -6 6 -6 180.0 6 -2 6 -2 190.0 5 -10 5 -10 200.0 5 -6 5 -6 Approved as complylnj pith the Florida j' jag CO( Date oR f ofi 2-00 NOM/ o7_ - 0 18 . al Miami a Prodect Cucttn31 Div Won pY N iu u Lo V a 0• an 'L vft > u1aJ N 3 U1 44.4 r Y U " 2 Z>- Z`13 WW J1 JD VJ. KNEZEVICN PM1OtESfIOf1A► 1rGINf EII 11 licm/. fJIB. P100109113 3 0 Z002 0 1p11•0 n 4, 4 4 0 O 4 a 0 A N 01 N 0 0 0 4 q 414 ....fly na 01 -853 s1,3re1 t3 I. 11 FASTENER ,(T 18'` O:C. (USE ANY ANCHOR SHOWN' IN ANCHOR SCHEDULE) • Z VI .I O1 Vt 1.,1� Q -1 W - E 4 1- 4 a01„ t.eI L ' -1 ALT. DIRECTION OF ANGLE LEG 1 -1/2" . MIN* Z 11/1 .I OVILa Z' Q m Cr Q Z < zI- a. ow �It� 2 FASTENERS EACH ANGLE - -- 5 62" (TYP.) (,18 TO BOTTOM TYPICAL PLAN VIEW SCALE: 3" = 1' -0" 2" x 2" x 1/8" ALUM. TUBE 6063 -T6 ALLOY 1" x 2" x 1 /8" OR 2 " x 2" x 1/8" ALUM. ANGLE - - -1 3/16 "0 ALUM. POP RIVET OR 1112 SMS - N— 3/16 "0 ALUM. POP RIVET OR *112 SMS (nl 18" O.C. (TYP.) N--- TYPICAL HR BLADE 3/16 "0 ALUM. POP RIVET OR 1112 SMS @ 18" O.C. ITYP.) 2" x 2" x 1/8 " 6063 -T6 ALUM TUBE — 1" x 2" x .093" 6063 -T6 ALUM. ANGLE, TYP. —\ 3/16"0 ALUM. POP RIVET OR *112 SMS p 18" O.C. (TYP.) r2 FASTENERS EACH ANGLE .\--TYPICAL HR BLADE 05/30/02 10:14 THREE 3/16"0 ALUM. POP RIVETS OR THREE #12 SMS. TYP. 1 " x2 " x1 /8 " OR 2" x 2" x 1/8" ALUM. ANGLE TYPICAL CORNER CLOSURE DETAILS SCALE: 3" = 1" -0" \- 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED (al 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515' -6". FOR LOCKING SHUTTERS. A BRASS PUSH LOCK MAY BE SUBSTITUTED z Q a_ in m IZ to -I I- CO 1- Q =w V1 w X�- a MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. TO. 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER (al 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 1112 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT @ 18" OC NOTE: STARTER I11ai LOCATION MUST OE ADJUSTED TO INSURE-FULL DEPLOYMENT OF SHUTTER AND COMPLETE INTERLOCKING OF ADJACENT BLADES. VARIES - NO LIMIT SECT ON- 1 SILL J- -TOP TRACK 5/16 -18 THUMBSCREW INTO THREADED HOLE. LOCATED (0l 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515" -6". TYPICAL ELEVATION N.T.S. PLAN VIEW 1! \-- BOTTOM TRACK TO & BOTTOM - 1 / 2 / \\7a is \,�I TOR . °. 5/16 -18 THUMBSCREW t BOT TOM INTO CENTERMATES OR/ BRASS PUSH LOCK----' MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1 " -0" FASTENER dal 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). C 1 -1/2" h1IN �x2 " "x 090 "6063 -T6 ALUM. TUBE TYP. II� 2"x5 "x 1/8" x CONTINUOUS ALUMINUM ANGLE l OPTIONAL ANGLE ` ORIENTATION TYP. I! z 0 z4 Z4 Q a W VI VI •t ta u1 aJ J m 0 4 Ow c LL VI 1112 x 1/2" GALVANIZED OR S.S. SMS. 3/16"o ALUM. POP RIVET. OR 1/4 -20 MACHINE BOLT & NUT @ 18" O.C. SIDE CLOSURE OPTIONS SCALE: 3" = 1" -0" ApprorEd as cumpt ?ing rtilh the Florida Bald • g c Data • O: too Z NOM Miami . Prod pc Co at ref D BY I t u 0 O u VJ. KNEZEV1 I PROFESSION /,L N INEER Ft Ikon. NR' PE 10983 HA,Y 3 0 2002 • 0 v r U N S Q N tI f 0 M O a i u • N 4 O A N 0 01 N O N c0� 0 4 0 a 1.•■ •tz /08/98 •:•■• Ilo., oy a ..olio nc by 110,•.h•.l R)j %I 1. 1 Via dr ...,.. no 01 -853 she. 4+ 1 "J rl f 1 1 EXISTING STRUCTURE- - 1;,/,\T / // 7i_ W 0 C4 CONNECTION TYPE j REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING —C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 7" MAX 11/2" _11/2" SEE TABLE 4 FOR MIN. r ,l U SEPARATION FROM GLASS GLASS OR DOOR 1/4 -20 MACHINE BOLT W/ NUT OR 3111. SMS @ 12" O.C. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING %WASHER (TYP.) EXISTING STRUCTURE // r 1/2 -C2 CONNECTION TYPE . REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C4 CONNECTION TYPE EMBED. REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING BUILD OUT MOUNT SECTION SCALE : 3 "= 1'- 0" J EXISTING STRUCTURE w Z VI a = 1aJ1 r^ 1 W l7 W w Q J j � x 4; N D F- Z O W = v ar X � a u E a HR ACCORrrlON sHU-iTER NOT APPLICABLE TO 6.8 ACC ORtIEDMI SHUTTER EXISTING STRUCTURE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (STAGGER SPACING AS SHOWN IN DIAGRAM ON PG. 9) 1/4" MAX FROM PIN GUIDE TO BUSHING WASHER (TYP.) GLASS OR DOOR 1/4 -20 S.S. MACHINE SCREW & NUT Ca112 "0.0 11/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) EXISTING FINISH MATERIAL (i) CUT IN 2" TO 3" INTERVALS TO FOR CURVE (SEE DETAIL R FOR WELDING INFO). TYP. TOP & BOTTOM. FASTENER @ EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON C3 CONNECTION TYPE TO VERIFY ANCHOR SPACING I5 ACCEPTABLE 0 m E III EXISTING STRUCTURE EXISTING FINISH MATERIAL a 11/1... MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) EXISTING STRUCTURE -Ad1 T � tr/ /1 C5 CONNECTION TYPE Ems -EO -, /S REFERENCE ANCHOR SCHEDULE FOR MAX. GLASS OR DOOR / EDGf�� O EXISTING CONCRETE OR BLOCK ONLY. W000 FRAMING & W000 ANCHORS NOT ACCEPTABLE —C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING 1/6" MAX. FROM PIN [GUI[GUIDE TO BUSHING DE (TYP.) O w ~ J ®F W 3O 3 Ow S F Zvm VI - O1/I Q 0 X W 0zF- E °a �N (1/4" MAX. FROM PIN rr 1/2" GUIDE TO BUSHING WASHER (TYP.) *111. x 1/2" SMS (al 12" O.C. OR 1/4 "o ALUM. POP RIVETS (al 12" 0 C. ® AND ® ASSEMBLY EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE $$14 x 1/2-SMS @ 12" 0 C. OR 1/4"o ALUM. POP RIVETS ® 12" O.C. OWALL MOUNT SECTION . SCALE : 3"= 1,- Cr FULL LENGTH INSIDE > 11 EXCEPT AT "NOTCHES" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.1 V6 W La I... W D -' I-ICI =0m W ta X X Zva3 l7 — a XZ 0Z 1- a J °a VV) a 11/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4 -20 MACHINE BOLT W/ NUT @ 2" O.C. CUT AT INTERVALS T RM CURVE (SEE DETAIL RR FOR WELDING INFO.) C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER ® EACH 2" TO 3" PIECE OCURVED TRACK DETAIL SCALE : 3 "= V- 0" CEILING HEADER (SEE NOTE BELOW) * * CEILING HEADER BUILD OUT ANGLE `T- PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE co TRACK *NOTE: WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION, WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING.) OWELDING DETAILS SCALE : 3"= V- 0" La CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'O WITH THIS LOCATION C3 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING (SPACING SHOWN IN DIAGRAM ON PG. p�CEILING / INSIDE MOUNT SECTION SCALE : 3 "= 1'_ 0" FASTENER. SEE DETAIL® ® EVERY 2" TO 3" PIECE UT LINE (SEE DETAIL RR FOR INFO). TYP.-\ CURVED TRACK PLAN VIEW N.T.S. r U/V .t 0 U ti 0 Let ae Kt L '7 v� z ] w Zz Y 1 w u CEILING HEADER (SEE DETAIL ® FOR WELDING INFO.) Approved u complying with the Florida BWW Dote o8 NOM o TL- o'h t 8.07 Miami Product Control By �iL.. -� f /►�G.I{ 05/30/02 10:14 VJ. KNE ' 11 PRO/E SWIM . I INIER Ft lk.v. . . . 001010 200z 01 -853 ;beet H of 11 H R ACCCo REA0NI SHUTTER. NOT APPLICABLE TO 6.8 ACCO FIE, ION si- itJTTEFt ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS W W 6 E > 8 pc ANCHOR TYPE LOAD (W) P.S.F MAX. (SEE NOTE 1) MIN. r EDGE DISTANCE SPANS UP TO 6' - 0" (SEE NOTE 1) SPANS UP TO 8' - 8" (SEE NOTE 1) SPANS UP TO 10' - 2" (SEE NOTE 1) SPANS UP TO 15' - 6" (SEE NOTE 1) CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 C5 CONNECTION C1 TYPE (SEE NOTE C2 C3 3) C4 CS CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 C5 CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 C5 CONCRETE E_ A1111111MIIIllllllll111111111V :> 1 /4"O ITW OR ELCO 1-311." W/ t" MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 75.0 9 12 12 12 9 9 12 9 12 6 9 12 7 12 5 9 10 5 10 3 90 0 9 12 10 12 8 9 7 12 5 9 12 6 12 4 9 8 4 8 3 140.0 180.0 230.0 9 12 7 12 5 9 4 10 3 9 8 4 8 3 9 7 3 7 90.0 9 11 5 11 4 9 7 3 7 9 7 3 7 9 7 3 7 9 8 4 8 3 9 7 3 7 / 9 7 3 7/ 9 7 3 7 * �jI /� - -�li 1/4 "0 POWERS FASTENING CALK -IN W/ 7/8" EMBED & 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.I. CONCRETE) 75.0 9 9 12 12 10 121 8 9 12 7 12 5 9 12 6 12 6 9 11 3 11 3 7 90.0 8 12 6 9 12 5 12 4 9 12 5 12 4 9 9 9 9 9 8 8 8 3 J, 74 /,. 9 140.0 9 12 5 12 4 9 11 3 11 3 9 9 3 9/ �/; 1 7 180.0 230.0- 3 0.0 9 -•�• 9 12 9 4 -_ 3 12 3 9 72, 9 8 or, 8/ - 8 9 8 8 8 8 r/ 9 8/ 9 8,4 8 II-� q t $ -- -- b� b, \WA -: 1/4-in CRETE FLEX W/ 2" MIN EMBEDMENT (MIN. 3,300 P.S.I. CONCRETE) 75.0 9 12 12 12 12 9 12 12 12 10 9 12 11 12 9 9 12 7 12 5 ' 90.0 9 12 12 12 12 9 12 11 12 8 9 12 9 12 7 9 12 6 12 4 140.0 9 12 10 12 8 9 12 7 12 5 9 12 6 12 4 9 12 5 4 180.0 9 12 8 12 6 9 12 5 12 4 9 12 5 12 4 9 12 5 4 230.0 9 12 6 12 5 9 12 5 12 4 9 12 5 12 4 9 12 5 12 1. HOLLOW CONCRETE BLACK Eh111t111111111111mlljlll 1/4-0 ITW TAP CON W/ 1 -1/4" MIN. EMBEDMENT 75.0 9 10 6 10 L. 9 7 4 7 3 7 6 3 6 7 S 4 3 3 3 6 5 3 A 3 3 ra 3 P �rer i� %/' re �,,230.0 A 4 eg 90.0 9 8 5 8 3 1 5 4 3/ 3.7/ 3 /, 9 8 9 7 3 5 3 /� //, 4 8 3 7 7 i// 3 r 6 5 3 4 3 7 3 / 3 e,/: 9 7 3 7 6 5 3%` /� 7% 6 140.0 7 5 3 5// 180.0 5 4 9 4 / 3 / 12 6 4 j 3 12 4 7 5.0 /),,,) * tit.-al POWERS CALK -IN 1: 1/4 -20 STEEL MACHINE '��f�jUl FASTENING W/ 7/8" STAINLESS 1 EMBED SCREW 90.0 9 10 5 10 3 140.0 8 6 3 6 6 4 �/ 4 J3 5 3! 3 V/ / 4 4 �// _-- py re; 3 r 3 r/, 180.0 6 5 5( 1. / 4 3/ 1. 3 3 / 3 / / // 4 3 4 3% 3/ 3 / 2300 5 4/ ff 11 11 ���� C1- ►1��6�41.�4•› 1/4 "0 ELCO CRETE FLEX WI 1 -1/4" MIN. EMBEDMENT 75.0 9 12 9 12 7 9 12 6 12 5 9 12 5 12 4 9 8 3 8 90.0 9 12 7 12 6 9 12 9 7 7 6 7 5/ 12 9 5 12 3 7 7. 6%77 5 6 9 4 T / 4 9 10 4 8 6 3 7 5 7 5 10 8 5 10 3 6 5/ 5 8 3 8 7 7 7 6 6 6 5/ S r 5 r, 5 o 5 i s o/ 5 5 / 140.0 9 11 5 11 3 180.0 9 8 3 8 3 230.0 75.0 8 12 6 3 12 8 6% 12 6 o11111111111111111111Ull1111111�� 1/4 "m ELCO TAPCON W/ 1 -1/6" MIN. EMBEDMENT 90.0 12 11 7 11 5 10 7 5 7 3 8 6 1. 5 6 3 5 6 4 0 4 f 3 "2 IA A 3 3 P/ 3 r / 140.0 9 7 4 7 3 6 5 5 3 3 5 3 ,� !/, 180.0 7 5 3 5 /' ►/� / 4'�'�i�t 4 3 / 3 / 230.0 5 4 /, 4 // 4 3 3 05/30/02 10:14 Appro.ed n complying..ilh the Florida Bald C Date NOAI Miami J4 Dir___ Illy By 1 x S TYP. 2xS FASTENER SPACING (INCHES) ANCHOR SCHEDULE LOADS AND SPANS REQUIRED FOR VARIOUS DESIGN 0 cc Z r-- G oft 6 r~n ANCHOR TYPE LOAD P.S.F MAX. (SEE NOTE 1) MIN. 3/4' EDGE DISTANCE SPANS UP TO 6 - 0" (SEE NOTE 1) SPANS UP TO 8' - 8" (SEE NOTE 1) SPANS UP TO 1S..- 6.. (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3, 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 o 0 3 /T21- 27/32/ 75.0 9 12 8 12 6 9 12 5 12 4 9 9 9 9 9. 9 12 11 9 9/. --T/ 9 3 7 ,:/1 /. ,/ 12 11 `l 9 -- -_.'.. 9 /1. 4 �� , //- // �tt�ma:w�r.*�nrr10C.M,. 1/4"0 WOOD LAG SCREW WI MIN 1- 27/32" THREADED PENETRATION "T- SHEAR PARALLEL OR PERPENDICULAR TO W000 GRAIN 90 0 9 12 6 12 5 9 12 4 3 7 // 12 12 9/ / 9 6 /7 � i / 140.0 9 9 12 12 4 3 12 12 3 / / 9 9 9 12 9 9 9 9 180 0 230.0 9 11 / �/ 11 �/ 75.0 9 9 8 12 % 10 6 / / 12 10'/�/� 6 '// 9 9 5 4 -• 4 8 7 ,:// } 4 /'�'/ / 3 -% 3 4 8' 7 I. 3/ '- 3 // / J/� %/ 6 5 4 4 -" L. r, 3 3 3 "' 3 /{ / /� /, ,..4/,./ '// .. // `,/, { " !i' //,,. f' /' /'• �• 'Xi ' * (N � 7/16 "0 W000 BUSHING W/ 7/8" MIN. EMBEDMENT STAINLESS STEEL STEEL MACHINE SCREW 90.0 140.0 180.0 6 -• 5 5/ -� f 4 '� ✓/ 5 J -:. 4 �� 230.0 1. ANCHOR NOTES: - SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE UMITED TO THOSE SHOWN IN TABLE 3, SHEET 11. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL. ANCHOR TYPE AND EDGE DISTANCE. SELECT DESIGN LOAO 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 AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. HEADER 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS • RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND 00 NOT INCLUDE STUCCO OR OTHER FINISHES. 6. WHERE EXISTING STRUCTURE 15 WOOD FRAMING, WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE W000 FRAMING MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING, FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2." x 4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR WOOD FRAMING W000 STUD SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. - 8. 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. 2 x S (TYP ) TOP FLANGE 9. DESIGNATES ANCHOR CONDITIONS -/RICH ARE NOT ACCEPTABLE USES HEADER 10. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE USED AS SILL SCREW. NUT OR WASHERED WINGNUT. 2 x S te OUTSIDE ANCHOR (SEE PICTURE ABOVE) O O O L O CJ O O O \-V HEADER / SILL 11 x 5 (TYP l� 1 x 5 (off INSIDE BOT. FLANGE ANCHOR (SEE PICTURE ABOVE) NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING p p 0 \-QS / © COMBINATIOU 0 0 O I 1 0 O i1xS (TYP 1� 0 SPACING DIAGRAM FOR C1 CONNECTION TYPE: - C1 CONNECTION TYPE USING PIECE - APPLICABLE TO HR SYSTEM ONLY 0 0 I SPACING DIAGRAM FOR C3 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE 0 WITH OUTSIDE ANCHORS ONLY - APPLICABLE TO HR SYSTEM ONLY .3 0 0 VJ. KNEZE.VKH PAW IMO 4 GIN1tR nIkons.H• 00 IG1tt 2002 0 v/ lfl/7B .� -a. °....n or. ♦i R.lrtnil MC� a.1.4nv. M 11,.•, k.d o y/R v a...ny n° 01 -853 5,11,!10 9 d( 111 HR 12■. CC4 RD14NI SHUTTER NOT APP[_ICABLE TO 6.8 ACCORDION SHUTTER ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS w g g ' 8 ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 3' EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 10' -2" (SEE NOTE 1) SPANS UP TO 15' -6" (SEE NOTE 1) CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 C5 CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4 C5 CONNECTION C1 TYPE (SEE C2 NOTE 3) C31C4 C5 CONNECTION C1 TYPE (SEE C2 NOTE C3 3) C4[C5 6 3 CONCRETE 1. 11111111111111111111111111Ullllt ``% ' 1/4 "0 ITW OR ELCO TAPCON W/ 1 -3/4" MIN. EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 75 0 90.0 140.0 _____ 180 0 9 9 9 _...- 9 9 12 12 12 12 9 12 12 8 ________ 6 4 12 12 11 9 9 9 12 12 10 8 12 12 7 6 9 12 9 12 6 9 11 5 9 12 7 12 5 9 9 4 4 3 12 12 6 4 9 -__-. 9 11 8 5 4 11 8 4 3 9 9 4 9 3 9 8 3 3 r 9 8 4 8 3 9 8 3 3 , 230.0 9 3 9 8 4 8 3 9 8 4 8 . 3 9 8 3 3 12 * �{{((� -`_ --- _ 750 9 12 12 12 16 9 12 12 12 12 9 12 12 12 10 9 12 8 12 7 ���1� 90.0 9 9 12 12 12 12 12 12 15 9 9 12 12 12 10 9 12 11 12 9 9 12 12 12 fl 6 12 12 12 5 4 4 3/8 -0 POWERS RAWL DROP- IN b 3/8 "0 STAINLESS STEEL BOLT WITH 1 -9/16" MIN EMBEDMENT (MIN. 3.000 P.S.I. CONCRETE) 140 0 9 12 8 12 6 9 12 7 12 5 9 180.0 - -- 230 0 9 - 9 12 -- 12 9 - 7 12 - 12 7 - 5 9 9 12 12 6 12 5 9 12 6 12 4 9 6 12 4 9 12 6 12 4 9 12 6 12 4 ll14 * �1'-1 _� 75.0 90.0 140 0 9 12 12 12 12 9 12 11 12 9 9 12 10 12 7 9 12 6 8 4 9 9 12 12 12 9 12 12 10 7 9 12 9 12 7 9 12 8 12 6 9 12 5 6 3 1/L "0 POWERS FASTENING CALK -IN W/ 7/8" EMBED L 1/4 -20 STAINLESS STEEL MACHINE SCREW (MIN. 3.000 P.S.I. CONCRETE) 9 12 6 12 4 9 11 5 11 4 9 10 4 4 3 180.0 .9 12 7 12 5 9 10 4 10 3 9 10 4 10 3 9 10 4 4 3 230.0 9 12 5 12 4 9 10 4 10 3 9 10 4 10 3 9 10 4 4 3 750 9 12 12 12 12 9 12 12 12 12 9 12 12 1210 9 12 8 10 6 :1 -� 9 q 9 9 - : :::: bl-b� l.W-1 • 90.0 9 12 12 12 12 9 12 12 12 10 9 12 11 12 8 9 12 7 8 5 1/4"0 ELCO CRETE FLEX W/ 2" MIN. EMBEOMENT (MIN. 3.300 P.S.I. CONCRETE) 140.0 9 12 12 12 9 9 12 8 12 6 9 12 7 12 5 9 12 5 6 4 180.0 9 12 9 12 7 9 12 6 12 5 9 12 6 12 4 9 12 5 6 4 230.0 9 12 7 12 5 9 12 6 12 4 9 12 6 12 4 9 12 5 6 4 HOLLOW CONCRETE BLOCK (l _�������i���������������i�l��� MV› 1/4 ". ITW TAPCON W/ 1 -1/4" MIN. EMBEDMENT 7 5 . 0 9 1 1 6 1 1 4 9 7 4 7 8 goo, 4 6 V 5 4 I// / 3 9r/e'/4 8 7 6 1 . 6% 5 3 5 5 4 4 3 a 3 /, 3 O /,r� 3 E, // i �� 90-0 9 9 5 9 4 140.0 7 5 3 5 4 3y� 3/ 180 0 5 4 4 3 r7 '// 4 3 �/� 3 3 7 /, �/ 230.0 /7& /(% 3 • '2y e/. * Jr 75.0 9 12 9 12 6 9 10 6 10 4 9 9 5 9 3 7 6 3 3 90.0 9 12 7 12 5 9 9 5 9 3 9 7 4 7 3 6 5 Aar 1 /4 "m POWERS FASTENING CALK -IN W/ 7/8" EMBED B. 1/4 -20 STAINLESS MACHINE SCREW 140.0 9 8 8 6 5 3 8 6 3 7 5 3 5 4 jJ 6 s 4 f 4 // �/ 4 // 4 j 5 4 •A/ 5 4 r 180.0 2 3 0 0 75.0 9 0.0 6 9 5 12 3 11 5 12 '// 8 5 4 /, 4 / 5 9 4 �/, 4 //, 12 6 12 4 iSTEEL 5 4 /pr 8i, 9 8 4 9 6 3 f -� q ��� 1- -► b \\ \\ V-> 1/L"0 ELCO CRETE FLEX w/ 1 -1/4" MIN EMBEDMENT 9 12 7 12 5 9 12 9 12 6 9 12 6 12 4 9 10 5 10 44 140.0 9 11 6 11 4 9 8 4 8 3 8 6 3 6 �/ 7 S p z 180.0 _.___. 230 0 9 9 9 4 9 3 8 6 3 6 7 5 3 5 7 5 Me. // 7 3 7 //, 7 5 3 5 i/ 7 5 3 5 7 5 re/ /0 E 1�A11111111111111U11811111111111L- 1/4"0 ELCO TAPCON W/ 1 -1 /L" MIN EMBEDMENT 75.0 12 12 10 12 7 12 10 6 10 4 11 9 5 9 4 7 6 3 6/ 90.0 140.0 180.0 12 12 8 12 5 11 8 S 8 4 9 7 4 7 3 6 5 3 5 5 4 r 4/ 10 8 8 6 5 a 8 6 3 �• 7 5 5 3 5 6 4 3 4 f 4 i/ S �j- 4 // 4 j J / I. // 4.. S 4 r 4 5 4 ; 4/ 2300 6 5 3 5/ 5 4 4 '// 5 05/30/02 10:14 ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE STORM SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 3, SHEET 11. 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 ANO 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 1YPI: IMF EXISTING STRUCTURE AND APPROPRIATE CONNECTION TYPE. SEE CONNECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 5 ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. EMBEDMENT LENGTHS SHALL BE AS NOTED AND DO NOT INCLUDE STUCCO OR OTHER FINISHES. 6. WHERE EXISTING STRUCTURE IS W000 FRAMING W000 FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INT° ADEQUATE W000 FRAMING MEMBERS. NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES 7. WHERE LAG SCREWS FASTEN TO NARROW FACE OF STUD FRAMING. FASTENER SHALL BE LOCATED IN CENTER OF NOMINAL 2" x 4" (MIN.) W000 STUD. 3/4" EDGE DISTANCE IS ACCEPTABLE FOR W000 FRAMING. W000 STUO SHALL BE "SOUTHERN PINE" G =0.55 OR GREATER DENSITY. LAG SCREWS SHALL HAVE PHILLIPS PAN HEAD OR HEX HEAD. 8 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. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES 10 * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHtrJC SCREW. NUT OR WASHERED WINGNUT. ANCHOR SCHEDULE FASTENER SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXISTING STRUCTURE . ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 4-1/2" EDGE DISTANCE SPANS UP TO 6' - 0" (SEE NOTE 1) SPANS UP TO 8' - 8" (SEE NOTE 1) SPANS UP TO 10' - 2" (SEE NOTE 1) SPANS UP TO 15' - 6" (SEE NOTE 1) CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 CS CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 CS CONNECTION (SEE C1 TYPE C2 NOTE C3 3) C4 C5 CONCRETE ri 75.0 9 12 12 12 16 9 12 12 12 16 9 12 12 12 16 9 9 9 -.- 9 9 12 12 12 12 12 12 12 10 - 10 10 12 12 12 12 12 10 9 1 7 7 * 3/8 -m IN & STEEL 1 -9/16" (MIN. 11 90.0 9 12 12 12 16 9 12 12 12 16 9 12 12 12 13 POWt3RS RAWL DROP- 3/8 "0 STAINLESS BOLT WITH MIN. EMBEDMENT 3.000 P.S.I. CONCRETE) 140.0 9 12 12 12 15 9 12 12 12 10 9 12 11 12 8 180.0 9 12 12 12 11 9 12 10 12 8 9 12 10 12 7 230.0 9 12 12 12 9 9 12 10 12 7 9 12 10 12 7 Approves) as complying with Ike •ior(da Baldi C Date o 0o MOAN Miami ProducttCoonttro l DMIIaO� /G fl ! �Z> By ASSCCIATE NE2cVICn ' "" .12/08/98 ..•• bAci ./.•.an , y I[ci..cw.J b[ vc. v[I 01 -853 ;heap 10 of 11 (H R ACCCD RID►1 C) NI S 1-1 UTTER NOT APPLICABLE TO 6.8 ACCORDION SHUTTER T A B L E 4 MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) IP.S.F.) ACTUAL SHUTTER SPAN (L) (FT. - IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS LESS THAN OR EQUAL TO 30' ABOVE GRADE (IN) MIN. SEPARATION FROM GLASS FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (IN.) . 40.0 9 -0 2 -1/2 1 -3/4 11 -0 2 -1/2 2 -1/8 14 -1. 3 -1/4 3 -1/4 50.0 9 -0 2 -1/2 1 -7/8 11 -0 2 -1/2 2. -1 /4 13 -6 3 -1/4 3 -1/4 60.0 9 -0 2 -1/2 1 -7/8 11 -0 2 -1/2 2 -3/8 12 -11 3 -1/4 3 -1/4 70.0 9 -0 2 -1/2 2 11 -0 2 -1/2 2 -1/2 12 -4 3 -1/4 3 -1/4 80.0 9 -0 2 -1/2 2 11 -0 2 -3/4 2 -3/4 11 -11 3 -1/8 3 -1/8 90.0 9 -0 2 -1/2 2 11 -0 2 -7/8 2 -7/8 11 -5 3 -1/8 3 -1/8 100.0 9 -0 2 -1/2 2 -1/8 10 -0 2 -1/2 2 -1/2 11 -1 3 -1/8 3 -1/8 110.0 9 -0 2 -1/2 2 -1/4 10 -0 2 -5/8 2 -5/8 10 -9 3 3 9 -0 2 -1/2 2 -1/4 120.0 10 -0 2 -3/4 2 -3/1. 10 -5 3 3 TABLE 3 NOTES: 1. DETERMINE BOTH THE POSITIVE AND THE NEGATIVE WIND LOADS. CHECK THEIR RESPECTIVE SPANS AND USE THE LESSER VALUE OF THE TWO. 2. FOR DESIGN LOADS BETWEEN TABULATED VALUES USE NEXT HIGHER LOAD OR LINEAR INTERPOLATION MAY BE USED TO DETERMINE ALLOWABLE SPANS. TABLE 4 NOTE: 1. ENTER TABLE 4 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. T A B L E 3 ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS DESIGN WIND LQAD w (P.S.F.) POSITIVE WIND LOAD NEGATIVE WIND LOAD - L max (FT -IN) L max (FT -IN) 32.5 15 -2 15 -6 40.0 14 -4 15 -6 50.0 13 -6 1S -16 60.0 12 -10 15 -6 70.0 12 -1. 15 -6 80.0 .11-10 15 -2 90.0 11 -5 14-3 100.0 11 -1 13 -7 110.0 10 -9 12 -8 120.0 10 -5 11 -7 150.0 9 -8 10 -10 160.0 9 -6 10 -2 170.0 9-3 9 -6 179.1 9 -1 9 -1 186.4 9 -0 9 -0 190.0 8 -9 8 -9 200.0 8 -4 8 -4 210.0 7 -11 7 -11 220.0 7-7 7 -7 230.0 7 -3 7 -3 Approved as complying with the Florida : • Cod Due O; • ' 1-062 NOM , _ 4l.• Miami Dade tact Control Divis{se� /G�/ iJjVi•✓I� J BY ! G•- T!7fit 05/30/02 10:14 & ASSCCiATE W N z 1 CO0YRiGrfT 0 2 0 0 2 A 1 Z>- Z� WW J� JD 2U) VJ.KNEZ•�I• t PROFUSION IN . ;NUR n Ut.aa N • PI , IOW MAY 3 2002 c 0 to 1011 .. Y a r I 61 7i A o 01 (.4 O 0 0 941• 0 - (nl 4 •,• 12/08/98]