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WS-06-2970Issue Date: 12/12/2006 Owner's Name: JAIRO GAVIRIA Permit Type: Windows /Shutters Work Classification: Window /Door Replacement Job Address: 615 97 Street NE Additional Information Miami Shores Village, FL Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Expires: 06/10/2007 Contractor(s) HOME OWNER Phone Primary Contractor Yes Type of Work: WINDOWS Additional Info: No of Openings: 3 Classification: Residential In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: 1 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. Futhermore, I authorize the above -named contractor to do the work stated. Fees Due CCF Education Surcharge Notary Fee Permit Fee Scanning Fee Technology Fee Total: Amount $1.20 $0.40 $5.00 $130.00 $15.00 $3.25 $154.85 Building Department File Copy Applicant Signature Parcel #: Block: Section: Permit Status: APPROVED Permit Number: WS -12 -06 -2970 Phone: 1132060171850 Lot: PB: Total Square Feet: 0 Total Valuation: $ 1,200.00 Re • uired Ins • ections Window Door Attachment Shutter Attachment Final Shutters Final Invoice Number WS - 12 - 06 - 26977 Total: Amt Due $154.85 DEC /:�� PAIa 1 Amt Paid NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES, OR FEDERAL AGENCIES. co CO 0 E 0 tV CD 0 N m 0 0 0 v • • •a •• .1 • •$0610 •4.•••• 0 •j • •e•••• •I: • ••L•••• •t•.• c 03 0 .F 0 0 03 i. • •• • • • •••• • ••••• ..•• • • • • • •• • • • • • •• • • • • •• • • • s • • • • • • • • • • • • •••• • • • •• • • • • GENERAL NOTES: 1. THESE APPROVAL DOCUMENTS REPRESENT A SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE (NOA) BY MIAMI -DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2004 EDITION WITH 2005 SUPPLEMENT 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THESE PRODUCTS. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD LAG SCREW DESIGN. 3. DETERMINE THE POSITIVE AND NEGATIVE DESIGN LOADS TO USE WHEN REFERENCING THESE DOCUMENTS IN ACCORDANCE WITH THE GOVERNING CODE AND GOVERNING WIND VELOCITY. FOR WIND LOAD CALCULATIONS IN ACCORDANCE WITH ASCE 7 -02, A DIRECTIONALITY FACTOR OF Kd =0.85 SHALL BE USED. 4. THESE APPROVAL DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE - SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE APPROVAL DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15 -23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE APPROVAL DOCUMENTS ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT THE EXISTING STRUCTURE DOES NOT DEVIATE IN EITHER FORM OR MATERIAL FROM THE STRUCTURAL SUBSTRATES DETAILED HEREIN. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE APPROVAL DOCUMENTS WILL VOID THE APPROVAL DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE 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. AS A CONDITION TO THE BUILDING OFFICIAL GRANTING HIS /HER APPROVAL. B) REQUIRE THAT A ONE -TIME SITE SPECIFIC APPROVAL BE APPLIED FOR AND SECURED FROM THE MIAMI -DADE 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 BUILDING OFFICIAL. 9. EACH SHUTTER ASSEMBLY SHALL BE PERMANENTLY LABELED AS FOLLOWS: TRIPLE D HURRICANE MASTERS HOLLYWOOD FLORIDA MIAMI -DADE COUNTY PRODUCT CONTROL APPROVED 10. ALL EXTRUSIONS SHOWN SHALL BE 6063 -T6 ALUMINUM ALLOY, U.O.N., WITH A MINIMUM Fy OF 30.125 K.S.I. 11. ALL BOLTS AND WASHERS SHALL BE STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.L. U.O.N. POP RIVETS SHALL BE 1/4 "0 OR 3/16 "0 5052 ALUM. 12. M A BOX LOCK CENT OR SIDE CLOattS.ISTING OF THUMBSCREW. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. 14. FLOOR TRACKS MAY BE REMOVABLE AT NON - STACKING LOCATIONS. USE REMOVABLE 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. THESE APPROVAL DOCUMENTS REPRESENT THE 6.8 AND THE HR ACCORDION SHUTTER SYSTEMS r-m Lu JJ m as wW cn Q wuj 0.. WN CC Inv, w I-- I- I X oo <_ 0 0O uu <4 ,c u LOCKING TYPICA SECTION VARIES - NO LIMIT PIP MECHANISM, SEE — L PLAN VIEW D OTTOM TYPICAL ACCORDION SHUTTER ELEVATION N.T.S. ---TOP TRACK PLAN VIEW TRACK Appro. le Os ..r�5 Wira a§ -. yo 6 JAN Kinezevich Professtc lal Engineer FL Lkense No.: PE 0341961 WOO t �M rn O Q� U ® N � ega O Y O cr d' O 4 0 m a1 0N 5 evIL 0 M 0 a 0 0 0 N s 0 u C a H V. 25 2006 0 AS NOTED lag Z 0 O CC j 06/30/2005 drawn by MCR, �l d.awb:g no. 06 - 479 sheet 1 of 13 0 0. a 0 U1 N 0 0 • .• ••• °• . 0• • • .•. • •• f .115" .100 " 1.708" .062' WALL HEADER (6.8 ONLY) SCALE: HALF SIZE .588'x` .600" • a• cp • • .•• • • • • • •• • • •.•••. .258" .030R 2.874" 3.745" f 0 2.655" .484" 6° 105" s- • • • • 2 •• • • • • BAS €SK,L i .258" 1 .030R . 054" 4. 1.825" 100" 62° .062" .200" .971" 1.200" 1.825" 1.583" SCALEPKALF SIZE • _ • •• • •. 4° b3 ". 4.140" 0 TYP. HR SLAT SCALE: HALF SIZE • I P X .250" .297" 0 TYP. 6.8 SLAT SCALE: HALF SIZE 4.190" HR ID. MARK 219 .0618" \ 96" C i 400 P 0 0 0 N • .875" .115" 0 0 (Ni 3.874" .100" 2.195" .195" .105" TYP. 3.635" 4.510" 0 BASE TACK SCALE: HALF SIZE 1.825" • 1.708" 100" .062' .096" .062 "#' j,6301 A:062" .200" .971" 1.250" 1.200" , 4.745" BUILD OUT WALL HEADER (6.8 ONLY) SCALE: HALF SIZE 4.510" 4.102" ,x.054" 4 596" 90° N 1.230' 15 ALT. 6.8 SLAT SCALE: HALF SIZE 2.298" H i MARK - .219" .0618" 4 0 ALT. HR SLAT SCALE: HALF SIZE ACCORDION SHUTTER COMPONENTS FOR 6. 8s HR AC CC* R SHUTTE SYSTEMS m o� N .068" N 0'. .095" .06 .095" .09 2.655 .068" 143' O ADJUSTABLE SILL SCALE: HALF SIZE .2 .06 1.523" 2.782" .195" 1.708" 30.225° .043" .150R .060 1.750" .630 3.610" 0 HEAVY WALL HEADER SCALE: HALF SIZE 0 0 ut 325" 0 2" 069" 0 6.8 STARTER SCALE: HALF SIZE 1.825" .143 .143 .875 0 ADJUSTABLE SILL BASE SCALE: HALF SIZE .314" .062' .200" .095' .971" �f ` .307°' 0 HR STARTER SCALE: HALF SIZE in 0+ .105 2.195 4.510 0 0 0 N .068 In m N 125" TYP. 3.610 1. .099 N [1 30- 608630 1.230 5.00" MAX. 0 ANGLE (6.8 ONLY) SCALE: 3" = 1' - 0" 11 .250" TYP. 1 7.00" MAX. k 0 ANGLE (HR ONLY) SCALE: 3" = 1' - 0" 00 .372" 75t5101 .997" .143" 1.994" .143" .062' . _J 1.825" .6 =2 O LITE WALL HEADER O HEAVY HEADER SCALE: HALF SIZE SCALE: HALF SIZE 655 NI LUITInel .200' 062" .05 1.250" .971" 2.822" .630 .460 .060 11 ADJUSTABLE SILL SCALE: HALF SIZE as 0 .89 1.908 .250 O UTE HEADER SCALE: HALF SIZE 2.3.5 kq w .Fe;{ g a n,'��4k 's" "% pc t 51t z O 'r yy � yy t SL p .100 0 ADJUSTABLE SILL BASE SCALE: HALF SIZE 0 m 1 co H 1- co 0 cc 0 cc U j .-1 co J.W. Knezevich Professional Engineer FL License No.: PE 0041961 Ii A 7 " 25 2006 i MOM e date 06/30/2005 ( sEale AS NOTED design by J C N N ca C4 00 tU a iEs< w . 0 3, 00 0) VI drawn, MC J drawlng no. 06 -479 ( sheet 2 of 13 0 co 0 O N N co 0 CD 0 o 0 E 0. N O 0 CO 0 N 0 7 rn • v s • • • o.•• • 1 • 11• ••• I• •1, ••• iii• • m •rg •� ▪ • tF n G 0. cn N at 2B ENTER BOX INSERT St) LE: HALF SITE • • •••• • *10-24 THUMB SCREW „FOR USLWITH AND ONLY 21 SLIDE ROD SCALE: HALF SIZE • • • • • (6.8 ONLY) MALE/FEMALE LOCK SCALE: HALF SIZE 4.500" DELTA MODEL 2022 INDUSTRIAL SYSTEMS g$ BOX LOCK SCALE: HALF SIZE 5.500" x 13/16" WIDE TYP. AT EVERY OTHER INSIDE JOINT AT TOP. @ ROLLER ASSEMBLY SCALE: HALF SIZE STAINLESS STEEL ASSEMBLY .3200 HOLE (6.8 ONLY) 30 UNIMATE LOCK SCALE: HALF SIZE NYLON WHEEL 240" 27 RECESS SILL (6.8 ONLY) SCALE: HALF SIZE 7/16 "0 STAINLESS STEEL NUT ACCORDION SHUTTER COMPONENTS FOR 6.8 Se HR ACC awiON S HUTTER SYSTEMS o w t 0 oZ r J NI W u s ez — 1.950" .T.28.0" 0 .870" 1 750" 50" 0 o .120" 0 BRASS PUSH LOCK SCALE: HALF SIZE 2g DECORATIVE FLOOR TRACK (6.8 ONLY) SCALE: HALF SIZE MALE BOX CENTER SCALE: HALF SIZE 5/16 -18 STAINLESS STEEL THREADED INTERNAL FOR # 30 (6.8 ONLY) (6.8 ONLY) 0 T ADAPTER (OPTIONAL) 0 THREADED INSERT SCALE: HALF SIZE SCALE: FULL SIZE *14 x 2 -3/4" 410 HT S.S. SCREW W/ A JS500 PLATING (TYP. TOP & BOTTOM) YLON BUSHING W/ WASHER: 7/16 "0 x 1/2" @ INTERIOR JOINT TOP 7/16"0 x 1" (ol INTERIOR JOINT BOTTOM EITHER CAN BE USED ON EXTERIOR 0 BUSHING ASSEMBLY DETAIL SCALE: HALF SIZE (6.8 ONLY) MALE/FEMALE LOCK SCALE: HALF SIZE 10 FEMALE BOX CENTER SCALE: HALF SIZE 114-20x1 OR 5/16-18x1 MACHINE SCREW STAINLESS STEEL 0 THUMB SCREW SCALE: FULL SIZE NYLON WASHER (NYLON BUSHING OPTIONAL) 33 CENTER MATE 1 SCALE: HALF SIZE FOR 6.8 & HR WHERE LOCK PINS ARE USED, THEY ARE ENGAGED IN THE STACKED POSITION & ARENT REQ'D IN THE CLOSED POSITION. 0 ALUMINUM OR PVC LOCK PIN (Nor REQUIRED) SCALE: HALF SIZE 2.642" 0 CENTER MATE 2 SCALE: HALF SIZE U] - o .-.a N r- 00 1) ON Met ti) 14 g 00 On_ U W O � B ° o N A ° x N • J.W. Knezevich Professional Engines FL License Plc.: PE 0041961 1 0 0 0 .0 0 1 5 date 06/30/2005 ; Cnstral AS NOTED ) (desgn by MK I \0 n M v1 0 CO %0 O 0 1 in by (dam: 11 MCR Icheck2d by VIKI 06 -479 ( sheet 3 of 13 j E 0. 0 N :o 0 N N 0 0 4- 0 v • •c• • o: .4. •I 0 • • !. • . • • • • • •� •• fla •. ••• 0 T1. • m 0 0 0 a 1 -1/2" MIN. FOR CONCRETE OR BLOCK AND 3/4" MIN. FOR WOOD & 1/2" MIN. CDX PLYWOOD TYPICAL PLAN VIEW SCALE: 3" =1 2 FASTENERS EACH ANGLE • 31l96 "95 ALUM. POP • ii7Ye OR X612 MS •• • • • • •••• • • • • • •• ••.• • • • • • • • • FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). ZUI N 0 U) _ Q —J � �Q Ea E ► - Q.OW 6.80" (TYP.) EXISTING GLASS ALT. DIRECTION (INSIDE) OF ANGLE LEG (OUTSIDE) 2 "x2 "x1/8 "ALUM. TUBE 6063 -T6 ALLOY 1 6 -8 ,ACC ®R ®1 SHUTTER NOT APPLICABLE TO HR ACCORDIO SHUTTER 1 1/2" MIN. FOR CONCRETE OR BLOCK AND 3/4" MIN. FOR WOOD & 1/2" MIN. CDX PLYWOOD MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER.@ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). *12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. 1/4 -20x1 THUMBSCREW INTO POP RIVET, OR 1/4 -20 THREADED HOLE. LOCATED @ MACHINE BOLT & NUT 1/3 SPAN TO 2/3 SPAN FROM @ 18" O.C. BOTTOM OF SHUTTER FOR BLADES 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 • r 1 _ mot\ om IN ANCHOR SCHEDULE). 2 "x2 "x .090" 6063 -T6 ALUM. TUBE TYP. 2 "x5 "x1/8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. i L. A 1 0 U11 Q . E W W 0 U) u ! (INSIDE) 1 "x2 "x1 /8 "OR 2" x 2" x 1/8" ALUM. ANGLE • •• •• • • • • ••• • • • •• • •• • • • • • • •• • •• • • • •••36:6"0 ALUM. t'OP • RIVET OR *12 SMS @ 18" O.C. (TYP. 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 *12 SMS @ 18" O.C. (TYP.) TYPICAL 6.B BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) 3/16 "0 ALUM. POP RIVET OR *12 SMS @ 18" O.C. (TYP.) 2 FASTENERS EACH ANGLE THREE 3/16 "0 ALUM. POP RIVETS OR THREE *12 SMS, TYP. 0 0 1" x 2" x 1/8" OR 2 "x2 "x1/8" ALUM. ANGLE TYPICAL 6.8 BLADE (MAY USE MALE OR FEMALE LOCK -SLAT) TYPICAL CORNER CLOSURE DETAILS SCALE: 3" = V -0" *12 x 1/2" GALVANIZE D OR S.S. SMS, 3/16 "0 AL UM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT 18" 0.C. 1 -'( /2" MIN. FOR CONCRETE OR BLOCK AND 3/4" MIN. PLYWOOD & 1/2" MIN. CDX FASTENER @ 18" O.C. SIDE CLOSURE OPTIONS SCALE: 3" = 1' -0" (OUTSIDE) EXISTING GLASS 41),Wf- 1F; OD ' TO & BOTTOM EXISTING GLASS y N W 7Q H O LL Ua 1/4 -20 THUMBSCREW INTO CENTERMATES 1/3 TO 2/3 SHUTTER SPAN MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" USE (1) BRASS PUSH LOCK OR (1) 5/16 -18 THUMB SCREW I O THREADED INSERT AT 1/3 SPAN TO 2/3 AN FROM BOTTOM OF SHUTTER USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" (OUTSIDE) (OUTSIDE) Fre.Z7M3 C.11-4 !a ;. ' v ; : " h E ONatIIia 0ti ': •S�d.• UN E; M � h UV* 0 0 W= U 0 ItV M 14 O O in E corn cog g: 8 M n N Inv a rn zH 0 M J.W. Knezevich Professional Engineer FL License No.: PE 0041961 I scWe AS NOTED 1 c w E 0 0 IE 0 0 L 0 0. u z 0 O m a stl V1 ( date 06/30/20051 ( drawn bI M CR I drawin na 06 -479 (sheet 4 of 13 J CO 0 0 a 0 0 0 N CO 0 3 0 • v • •1 •• • I • • i •• m •7 •• • •ir • • n � • • •or •• U •• ••• m O. 0 co • •• • • • •••• • • • •••• • • GLASS OR DOOR 1/4 " -20 THRU BOLT W/ LOCK NUT @ 12" O.C. OR #12 x 1/2" SMS @ 12" O.C. OR 3/16 "0 ALUM. POP RIVETS @ 6" O.C. OR 1/4 "0 ALUM. POP RIVETS @ 12" Q.C. EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE • • • •••• • • • • •••• •• • • • • • •• • •• • • • • • ® AND IC ASSEMBLY • •• • • • • 1/2 • • • GLASS OR DOOR • •• • • • • • • • • • • • W • 0 12 1n 0 C .AL_ 1/4-20 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" O.C. N 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) It W41 la ILI 1-w ® N =W o3 _ c zu t o Ow w a J 0« U F p - IIilll I 1/4" MAX. FROM PIN GUIDE TO BUSHING l •6 /2" WASHER (TYP.) � I� I_I •• �fl �i l� raryporcei C ONNECTION TYPE ' DIST. SPACING AS SHOWN IN GR ON REFERENCE ANCHOR SCHEDULE FOR MAX. IN DIA GRAM PG. 8) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION O INSIDE MOUNT SECTION SCALE : 3 "= 1'- 0" EMBED. SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS ©0x A 0 WALL MOUNT SECTION SCALE = 3 "= 1'- 0" EXISTING STRUCTURE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 8) 1/2" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) Q EXISTING STRUCTURE 5_8 ACC®RDIQN SHUTTER NOT APPLICABLE TO HR ACC O R00101V SHUTTER GLASS OR DOOR #12 x 1/2" SMS @ 12" O.C. OR 3/16 "b ALUM. POP RIVETS @ 6" O.C. OR 1/4 "0 ALUM. POP RIVETS @ 12" O.C. '1®1 AND ASSEMBLY EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE GLASS OR DOOR *12 x 1/2" SMS @ 12" O.C. OR 3/16 "4+ ALUM. POP RIVETS @ 6" O.C. ®AND ® ASSEMBLY m 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS mr , ��� CONNECTION TYPE #12 x 1/2" SMS �i'�`ti Q� REFERENCE ANCHOR @ 12" O.C. OR �� // SCHEDULE FOR MAX. 3/16 "0 ALUM. SPACING POP RIVETS @ 6" O.C. Y 1/2" SEE TABLE 2 FOR MIN. EPARATIO FROM GLASS EDGE DIST. CC ILI„; =0•• N W Q co W , 054 ul a 1/4" MAX. FROM PIN /2" GUIDE TO BUSHING HER (TYP.) C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN CONNECTION TYPE IN DIAGRAM ON PG. 8) REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION 0 INSIDE MOUNT SECTION SCALE : 3 "= 1'- 0" EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) DIST. cc WW I- j = W u) Q Ot W J 0« ut a 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION O CEILING / INSIDE MOUNT SECTION SCALE : 3 "= 1'- 0" C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX SPACING CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 8) SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS GLASS OR DOOR w 0 W C1 CONNECTION TYPE REFERENCE ANCHO SCHEDULE FOR MA SPACING EXISTING STRUCTURE O BUILD OUT MOUNT SECTION SCALE = 3 "== 1'- 0" W ID 0 W GLASS OR DOOR w t7 0 W EMBED. EMBED. EXISTING STRUCTURE 5" MAX. 1/2" CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 SEE TABLE 2 FOR M . C EPARATIONF FROM GLASS 1/2" 0 EXISTING STRUCTURE -C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1/4 -20 MACHINE BOLT W/ NUT OR #14 SMS @ 12" O.C. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) • CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING STRUCTURE O WALL MOUNT SECTION SCALE : 3 "= 1'- 0" 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4." MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4." MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) ca r✓ J.W. Knezevich Professional Engineer FL Theme Nu_ PE 0041961 0 sI z g axm AS NOTED z 0 0 0, N o N 44 tNI CC) 00 00 _ 0' ven d SI UVo ww .§11: 00 c3 0' v W) 0 25 2006 to (`ate 06/30/20051 *awn once checked by VP( drawing no. 06 -479 (sheet 5 of 13 *BEAM SCHEDULE DESaupnoN BEAIII • BEAM TAHU B ° ZA t& T Be lu "° mime anal°" eft _ A•A pt u MS: 22" x 5" BR 5' -0" 9' -0" 9' -5" 2 2 2 2 w= .12 " P = . 8' -0" 8' -0" 8' -1" 2 2 2 2 10' -3" 7' -6" T -5" 2 2 2. Lp 5' - 0" 8' - 9" 11 -8° 2 2 2 ,�,_c = .0/2 w.-= f = .130 8' - 0" 7' -9" 9' -6" 2 2 2 2 Al 10' -3" 7' -4" 8' -5" 2 2 2 3 2y 9.07u1 " x T = Tf = .224" 5' -0" 9' -3" 15' -2" 2 2 2 2 8' -0" 8' -3" 12' -2" 2 3 2 3 10' -3" 7' -9" 10' -10° 2 3 2 3 4 i0 0 0 CO N 0 0 c c 0 2 • 0 • • ▪ 0 • •1 •i••• • • • • 0 L. 0 O 0 0 0 ° a 0 SEE TABLE 2 FOR MIN. SEPARATION FROM GLASS GLASS OR DOOR THREADED PENETR. "T" • •• • • • •••• •••• • •• MIN. SHU TIER ••• SEPARATIQQr; FBOM • Zi./M (SEE:G4,L.2) • • •;d? 1/2 • OR 3/16"0 ALUM. POP RIVETS V rest •• • S • fNND •88 •• SSEMBLY •• • •• PLYWOOD & STUCCO FINISH EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUCTUR /2" WALL MOUNT SECTION :Fats t 3 "= 1 0" • • TWO 1/4 "0 WOOD LAG SCREWS @ 24" O.C. MAX. WITH 2" THREADED PENETRATION "T" INTO CENTER OF STUDS —GLASS OR DOOR O Lu � to =o •b MATERIAL w =a zus" ON J 23 03 -1 oa 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) *14 SMS @ MIDSPAN BETWEEN STUDS FOR TRACK TO 1" x 4" TUBE CONNECTION 1 "x4 "x.125" 6063 -T6 ALUM. TUBE NOTE: THIS DETAIL MAY BE USED AT TOP MAX. DESIGN LOAD = 72 P.S.F. 4 EQ. • EXISTING W000 TRUSS OR RAFTER @ 24" MAX. O.C. EXISTING FINISH r norm o r '1" , I 0..11 w. , .0. .4" 1" x 4" x 1/8" 6063 -T6 ALUM. TUBE W/ THREE 1/4 "0 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 -20 S.S. MACHINE SCREW @ 24" O.C. IN BETWEEN TRUSSES WITH 1/2 "16 ACCESS HOLE ON BACKSIDE OF TUBE OR *14 SMS (0 � RU 24" SSES O.C. MAX. IN BETWEEN T T 1/4" MAX. FROM PIN GUIDE X TO BUSHING WASHER (TYP.) E 1 -- MAX. 1/8" TILE FINISH MATERIAL -- 2" x 4" x 1/8" CONT. 3/4" PLYWOOD ALUM. TUBE (6063 -T6) 1/4"16 ALL POINTS SOLID SET @ 6" O.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW @ 6" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. W000 SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER I 1/2 "0 THRU BOLT @ 12" O.C. 1/4 "o ALL POINTS SOLID SET @ 12" 0.C. WITH 7/8" MIN. EMB. IN CONC. OR HOLLOW BLOCK OR 1/4 "0 LAG SCREW @ 24" O.C. W/ 1 -1/2" MIN. EMB. IN WOOD. WOOD SHALL BE OF SPECIFIC GRAVITY G OF 0.55 OR GREATER 2" x 2" x 1/8" CONT. ALUM. ANGLE 6063 -T6 (MAX. DESIGN LOAD ± 72 P.S.F.) O PASS THRU DETAIL SCALE : 3 "= V- 0" 6.8 ACCQR gaN SHUTTER NOT APPLICABLE TO HR 400CGOR1::bICO SHUTTER 3" 1 -1/2' -1/2' 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1• (MAX. DESIGN LOAD t 72 P.S.F:) 0 TRUSS MOUNT SECTION SCALE a 3":11'- 0" CC W w u) 1- _ x � X a W X J EXISTING STRUCTURE EXISTING FINISH MATERIAL 5 6 CUT IN 2" TO 3" INTERVALS 0 F Ri�,�CURVE (SEE DETAIL (P} FOR WELDING INFO). TY TOP & BOTTOM. FASTENER @ EACH 2" TO 3" CUT SEE ANCHOR SCHEDULE BASED ON C3 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE W LI z tn 0 W EXISTING STRUCTURE EXISTING FINISH MATERIAL 1/4 "0 ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK 1/4"0 ALL POINTS SOLID SET ANCHORS WITH 7/8" MIN. EMBEDMENT IN CONCRETE OR BLOCK Pr AIM EQ And A t ' J 3" MIN. ED. DIST REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER @ EACH 2" TO 3" PIECE O CURVED TRACK DETAIL SCALE : 3 "= V- 0" EXISTING STRUCTURE N SEE TABLE 2 FOR MIN. SEPARATION ©0 FROM GLASS 1/4"* THRU BOLTS SEE BEAM SCHEDUL FOR REQUIRED UMBERS N 3" MIN. — ED. DIST. GLASS OR DOOR N EXISTING STRUCTURE 4411 'r EE BEAM SCHED. & NOTE J1 THIS PAGE FOR NQGLD & E SIZE ANCHORS :1 R A E' Ili .: EMBED 1/4" MAX. FROM PIN GUIDE BUSHING WASHER (TYP.) CG 1- W 1 -N 3 _ X aJ 10 1 — m = 0 m oo NW a x P OyW oz J oaa ulun a X1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1/4 -20 MACHINE BOLT W/ NUT @ 2" O.C. 19 CUT AT INTERVALS T ORM CURVE (SEE DETAIL PP FOR WELDING INFO.) Ys61 1 CONNECTION TYPE , / ALT. LEG DIRECTION 1/4 -20 MACHINE BOLT W/ NUT OR *14 x 3/4" SMS @ 12" 0.C. ALT. LEG DIRECTION ACCESS HOLE (MAX. DESIGN LOAD = t 72 P.S.F.) O BUILD -OUT MOUNT SECTION SCALE : 3 "= 1'- 0" q T Tw EE BEAM SCHED. & ANGLE 1 S I ZE I & ANCHORS REQ'D 1/4 -20 MACHINE BOLT W/ NUT OR *14 x 3/4" SMS @12 "0.C. ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR Tf BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) 1/4° MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) x _ G az - a ILI 0. 13 - m ' l^ 0• F L =min1- In! @, o cc N ,1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER TYP. Tf ALUM. BEAM (SEE BEAM SCHEDULE THIS PAGE FOR BEAM DESCRIPTION & MAX. HORIZONTAL SPANS) BEAM SCHEDULE NOTES: 1. USE BEAM SCHEDULE FOR DETAIL 2. TOP & BOTTOM BEAMS MAY BE USED TOGETHER OR IN COMBINATION WITH OTHER CONNECTION DETAILS. WHERE USED TOG HERNBEAM MUST BE LIMITED TO TOP 3. LAP BEAMS (LB) SHALL BE INSTALLED WITH 4$14 TEK SCREWS @ 8" O.C. AT CENTER OF EACH 2" FLANGE. 4. BB DENOTES BOX BEAM. NOTE J1, 2 "x3 "x1/4 "6063 -T6 ALUMINUM ANGLE TOP & BOTTOM. USE 6" LONG ANGLES FOR TWO REQUIRED THRU BOLTS OR 1/4 "4 ALL POINTS ANCHORS IN EACH ANGLE. USE 9" LONG ANGLES FOR THREE REQUIRED HRU BOLTS OR 1/4 "0 ALL POINTS ANCHORS IN EACH ANGLE. ;-( o cn CC3 00 00 a 0 m in in rn U 3 CD N 00 N N H J.W. Knezevich Profes :anal Engines FL License No PE 0041961 I mIe AS NOTED) (deign bT 0 E F c 0 0 0 0 N 0 0. 0. O U (dam 06/30/2005} drawn Mi l checked b, VIK 06 -479 sheet 6 of 13 J 1 i-am MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.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 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 -3/4 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 -4 3 -3/4 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 -3/4 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 m m o 0 N 03 0 U 0 -oo • • 0 •..• • � •• a •► • -• • H • o✓ •i•••• . y • • •.°( 0 . 0 0 0 0 co ° i 0 C a. a • • . •• •• • • - •• • • - • • • •• • • • • ••• • ••• • • ACCORDION SHUTTER SPAN T SCHEDULE FOR ALL LOCKING A CONDMONS, EXCEPT FOR B UNIMATE LOCK • • L E 1 DESIGN A WIND LOAD (P.S.F.) 30.0 35.0 40.0 45.0 50.0 55.0 60.0 65.0 70.0 72.0 75.0 80.0 90.0 100.0 110.0 120.0 190 .11. 200&0: POSITIVE LOAD L max. (FT - IN) 12 -9 12 -4 11 -11 11 -7 11 -3 11 -0 10 -9 10 -6 10 -4 10 -3 10 -2 9 -11 9 -7 9 -3 9 -0 8 -8 8 -4 130.0 133.0• •8 -3 14Q.0 .7 -11 15(x.®: • :7 -5 1608•. 6 6 -11 17(rD' '6 -6 -- s -2 , .5 -10 ••5 -6 NEGATIVE L max. (FT - IN) 12 -9 12 -9 12 -9 12 -9 12 -9 12 -9 12 -4 11 -6 10 -8 10 -4 9 -11 9 -4 8 -4 8 -3 8 -3 8 -3 8 -3 8 -3 7 -11 7 -5 6 -11 6 -6 6 -2 5 -10 5 -6 • • GLASS eff • •DOOR • • • ••• • • SEE TABLE 2 -OR MIN. SEP� FROM GLASS 0 W W = I- j OW- *ZW •3 In 0 In 0 Lo IL .250" 1/4"9:: TAPCON S al 24" O.C. WITH 1 -1/4' MIN. EMBED. D E /D T. EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE M FLOOR MOUNT DETAIL SCALE : 3 "= 1'- 0" T A 8 L E 1 B ACCORDION SHUTTER SPAN SCHEDULE FOR UNIMATE LOCK ONLY DESIGN WIND LOAD W (P.S.F.) 30.0 35.0 40.0 45.0 50.0 55.0 60.0 65.0 70.0 75.0 80.0 85.0 90.0 100.0 110.0 120.0 130.0 140.0 150.0 160.0 170.0 180.0 190.0 200.0 POSMVE WI ND L max. (FT - IN) 12 -9 12 -4 11 -11 11 -7 11 -2 10 -9 10 -4 10 -0 9 -8 9 -5 9 -2 9 -0 8 -11 8 -9 8 -7 8 -5 8 -3 7 -7 7 -1 6 -8 6 -3 5 -11 5 -7 5 -4 NE WIINND L max. (FT - IN) 12 -9 12 -9 12 -9 12 -5 11 -2 10 -9 10 -4 10 -0 9 -8 9 -5 9 -2 9 -0 8 -11 8 -9 8 -7 8 -5 8 -3 7 -7 7 -1 6 -8 6 -3 5 -11 5 -7 5 -4 GLASS OR DOOR ,SEE TABLE 2 -OR MIN. SEP' GLASS 6 -8 ACC®RDIc N SHUTTER N OT APPLICABLE TO HR ACCORCo ION SHUTT ED �GET.� EXISTING CONCRETE OR BLOCK ONLY WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE N FLOOR MOUNT DETAIL SCALE : 3 "= 1'- 0" TABLE 1A & 10 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 2 NOTE: 1. ENTER TABLE 2 WITH POSITIVE DESIGN LOAD TO DETERMINE MIN. STORM SHUTTER SEPARATION FROM GLASS. C Ct W -1 I < FULL LENGTH INSIDE }- m EXCEPT AT "NOTCHES X Z 2 a3 Z Q _to et a ( .250 " -'" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING * CEILING HEADER CEILING HEADER (SEE NOTE BELOW) * PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE BUILD -OUT ANGLE 2" @ TRACK * NOTE: WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION, WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING.) 0 WELDING DETAILS SCALE : 3 "= 1'- 0" FASTENER, SEE DETAIL© @ EVERY 2" TO 3" PIECE PP UT LINE (SEE DETAIL FOR INFO.), TYP. CURVED TRACK PLAN VIEW N.T.S. CEILI G HEADER ®OR© WEL ING INFO. (SEE DETAIL P FOR °�� '• , , ...• {, >; -s+ v:M tEl s w'a "fib . ply R ZID NI O ro � o cad o ot• ' >8 M rn g tt '2 rn z >~ 134 0 0 0 0 0 0 O 0 0 o 0 N W J • G v = U J.W. Knezevich Professional Engineer FL License No.: PE 0041961 5 2006 [ rte 06/30/2005] AS NOTED MEI drawn by MCR 06 -479 sheet 7 of 13 6.8 & HR ALUM. ACCORDION SHUTTERS ANCHOR SCHEDULE . FASTENER MAXIMUM SPACING (RUCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS `Duals •. SDX3 ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2° EDGE DISTANCE MIN. 3° EDGE DISTANCE SPANS UP TO 6' -O" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 1T-9" (SEE NOTE 1) SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -9" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 .. NO3 • ... .. .. • • 71.mt1111\11l\1111y1111nRN.,._ 1/4 "0 TAPCON IN.3.320P.S.CON•• iI\ 3/8-0 3 / POWERS 1 -9%16 E N. 3000P.SJ.CON ELCO TEXTRON WITH 1 - 3/4" MIN. EMBED. L 4 48.0 12 12 12 12 10 12 12 9 10 7 12 12 6 7 4 12 12 12 12 12 12 12 11 12 9 12 12 8 8 6 62.0 12 12 10 11 8 12 12 7 8 5 11 7 5 5 3 12 12 12 12 10 12 12 9 10 7 12 9 6 6 4 72.0 12 12 9 9 7 12 12 6 6 4 10 4 4 4 3 12 12 11 12 8 12 12 7 8 6 12 6 5 5 4 110.0 12 12 6 6 4 9 4 4 4 3 8 3 3 3 12 12 7 8 5 12 5 5 5 4 10 4 4 4 3 200.0 8 3 3 3 A 8 3 3 3/ 8 3 3 3 10 4 4 4 3 10 4 4 4 3 10 4 4 4 3 48.0 ar tre AV NWA ', 12 12 12 12 12 12 12 12 12 11 12 12 10 11 7 62.0 rerela� r APAI A r ep r eAW02 12 12 12 12 12 12 12 11 12 9 12 11 7 8 6 DROS MIN. EMBEDMENT MTH NT BETE 72.0 �' m arA/ �� � 12 12 12 12 11 12 12 10 10 7 12 8 6 7 5 110.0 r r ArO 12 12 9 CI 7 12 7 6 7 5 12 5 5 6 4 200.0 r 1�`rarAreda mr arer ,vi %! 12 5 5 6 4 12 5 5 6 4 12 5 5 6 4 * I 0I4D8 5r,F. 1/4 MACHINNSCREWTEEL (MW. 3,000 48.0 12 12 12 12 11 12 12 10 11 8 12 12 7 7 5 12 12 12 12 12 12 12 12 12 10 12 12 9 10 7 62.0 12 12 11 12 9 12 12 8 8 6 12 8 5 6 4 12 12 12 12 11 12 12 10 11 8 12 10 7 7 5 N CH0R WIT P.S.L CON • 72.0 12 12 10 11 7 12 12 7 7 5 11 5 4 5 3 12 12 12 12 10 12 12 9 9 7 12 6 6 6 4 110.0 12 12 6 7 5 10 5 4 5 3 9 3 3 4 3 12 12 8 9 6 12 6 6 6 4 11 4 5 5 3 200.0 9 3 3 4 3 9 3 3 4 3 9 3 3 4 3 11 4 5 5 3 11 4 5 5 3 11 4 5 5 3 48.0 12 12 12 12 12 12 12 12 12 10 12 12 9 9 7 12 12 12 12 12 12 12 12 12 12 12 12 10 11 8 1 /4Wpia • • LEX g �IZET N EBEDMEN I I .3 P it •± 62.0 12 12 12 12 11 12 12 10 11 8 12 10 7 7 5 12 12 12 12 12 12 12 12 12 9 17 11 8 8 6 72.0 12 12 12 12 10 12 12 8 9 6 12 7 6 6 4 12 12 12 12 11 12 12 10 11 Q 12 7 7 7 5 110.0 12 12 8 9 6 12 6 5 6 4 11 4 5 5 3 12 12 9 10 7 12 7 6 7 5 12 5 5 6 4 200.0 11 4 5 5 3 11 4 5 5 3 11 4 5 5 3 12 5 5 6 4 12 5 5 6 4 12 5 5 6 4 At - I)I • '�( 5/16 • •• • • • \U \'$SMa \ \ \�1i{ - • • • • • °0 ITW XI. TAPCON WITH 1•1st 0Ml . NT EMBEDMENT � . 2 P CON •' 48.0 12 12 12 12 12 12 12 11 12 12 10 10 8 12 12 12 12.12 12 12 12 12 12 12 12 12 12 10 62.0 12 12 12 12 12 11 12 9 12 12 7 8 6 12 12 12 12 12 12 12 12 12 12 12 12 10 11 8 72.0 12 12 12 11 12 9 10 7 12 9 6 7 5 12 12 12 12 12 12 12 12 12 10 12 10 9 9 7 110.0 12 12 9 10 7 12 8 6 6 5 12 6 5 5 4 12 12 12 12 10 12 10 � 9 6 12 7 7 8 5 200.0 12 6 5 5 4 12 6 5 5 4 12 6 5 5 4 12 7 7 8 5 12 7 8 5 12 7 7 8 5 Jiw111 1/4 ". Ta PCON • •• >plsrpil }11 vor„ 48.0 12 12 7 8 5 10 10 5 5 6 r / 12 12 9 10 7 12 12 6 7 4 8 4 ELCt! TEXTRON Afl SI 4° MIN EMBEDBED. . '••••• 62.0 11 11 6 6 4 7 7 4 4 5 12 12 7 8 5 9 9 5 5 3 6 3 P / /J 72.0 9 9 5 5 3 6 6 3 3 A 4 A / A1/ / 12 12 6 7 4 8 8/ 4 4 3 5 3 110.0 6 6 3 3 , 4 ,i it 3 it , 7 7 4 4 3 5 % // , 3 (110A 4 ��� NN 200.0 3 � � 3 � �I � 3 � 4 �i % � 4 /a HOLLOW C9! • • * (J SD(,1O4 S 7/8" 1/4-20 CHINE 12 12 10 11 8 12 12 7 8 6 12 12 5 5 4 12 12 12 12 10 12 12 9 10 7 12 12 6 7 5 ` IIIII ' lll L 1 62.0 12 12 8 8 6 12 12 5 6 4 10 6 3 4 3 12 12 11 11 8 12 12 7 8 5 11 7 5 5 3 T p ORTWIT 1 E AINLES & SCREWTEEL 72.0 12 12 7 IB 5 12 12 5 5 4 nn�rlt rriMI �MILM OIMAL7lM EI � B r MN 12 12 6 6 4. 9 4 4 4 3 f 3 3 3 110.0 12 12 4 5 3 9 4 3 3 7 3 200.0 7 3 % I, 7 3 / ' 7 3 I , 8 3 3 3 8 3 3 3 ' 8 3 3 3 I, ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS "anus 151X3 ANCHOR TYPE LOAD (W) 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 12' -9" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 aoom 2" MIN. 4, 48.0 12 12 10 11 9 12 12 7 7 6 12 12 5 5 4 I q M p LA /45 CR WI . 3" L N 2" EMEl D. SHEAR. AR Gl OR PERP. T 00 I 62.0 12 12 8 8 7 12 12 5 5 5 12 12 3 4 3 72.0 12 12 7 7 6 12 12 4 5 4 12 9 3 3/ A� , 110.0 12 12 4 4 4 12 8 3 3 A 12 6 A 200.0 12 6 � AN 12 6 o 12 no 6 ' 7/16 "0 1 TH MAt H IN ' E 4 48.0 12 12 Toraga 11 11 "A0 7 7 Wide A r ag' �I ,' � ' 11ItuUM 62.0 12 12 Ara r o r i 9 9 rta r ed 6 3 W0�00 BUSHING EWIF EE 72.0 11 11 ���� 7 7 �� M����� a � �/ 6 110.0 7 7 a 4 r i 200.0 4 44 ,A�l ��/. �fralWA ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS . Duals •u1X3 ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2 -1/2" EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -9" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 3110N0) 3 Nimakto1im1 }makum... 1/4 "0 ITW TAPCON WITH 1 -3/4" MIN. EMBEDMENT (MUW 3,192 PS.L CONCRETE) 48.0 12 12 12 12 12 12 12 11 12 9 12 12 7 8 6 62.0 12 12 12 12 10 12 12 9 9 7 12 10 6 6 4 72.0 12 12 11 12 9 12 12 7 8 6 12 7 5 5 4 110.0 12 12 7 7 5 12 6 5 5 4 12 4 4 4 3 2 0 0.0 12 4 4 4 3 12 4 4 4 3 12 4 4 4 3 x30We 3131C+NO7 MOTIOH E1111 ))1111)1»!!1)))w-- 1/4 °0 ITW TAPCON WITH 1 -1/4" MIN. EMBEDMENT 48.0 12 12 7 8 5 11 11 5 6 4 7 7 3 4 62.0 12 12 6 6 4 8 8 4 4 3 5 3% 3 72.0 10 10 5 5 3 7 7 3 4/ 5/ 110.0 7 7 3 3/ 4/ 4 /l/O 200.0 4 Ae i /. / � /���I AlO ANCHOR SCHEDULE I FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS •Dnuis •150X3 ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 4" EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) SPANS UP TO 12' -9" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONCRE BLOCK • iI) ■:,UVZM;iA \MM3 \i► S/16" I I W1 XL TAPCON EMBEDMENTIN 48.0 12 12 12 12 8 12 12 8 9 6 10 10 5 6 4 62.0 12 12 9 10 6 11 11 6 7 4 7 4 4 4 3 72.0 12 12 8 9 5 10 10 5 6 4 6 3 3 4 j O 110.0 9 9 5 5 3 6 3 3 4% 5% 3/5/3 3 3 3/ 200.0 5 ;/3 3V/,57/3 CO 0 E CO N CO 0 0 c U • o • • • rn • • 1 •0 •.1 • •• • 1 •& •• • / • ••$ •• • . • ••,••• • ••� «•• 0. 0 0 co 0 ° a a Y t 0. x S (TYP.) 2 x S @ OUTSIDE ANCHOR (SEE SPACING SECTION X) BOT. FLANGE ANCHOR (SE SPACING SECTION X) NOTE: "5" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C1 CONNECTION TYPE: - C1 CONNECTION TYPE USING PIECE ® OR - APPLICABLE TO 6.8 SYSTEM ONLY HEADER / SILL 6_8 ACCO REM ON SHUTTER NOT APPLICABLE TO MR . OROIOIV SH UTTER 1 x 5 (TYP.) 2 x 5 (TYP.) COMBINATION COMBINATION COMBINATION NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE (0 WITH OUTSIDE ANCHORS ONLY - C4 CONNECTION TYPE USING PIECE pe OR 6 WITH OUTSIDE ANCHORS ONLY - APPLICABLE TO 6.8 SYSTEM ONLY ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR LLOA BE ALLOWABLE ITE TO THOSE O SHOWN IN SPANS FOR SPECIFIC 18. 2. REFERENCE SHEET 13 FOR NOTES 2 THRU 10. ...a .- o- X06 rt & a _0 . 41 OhirJa 8 3... I s� AS NOTED (design by u E F�- c 0 1- '0 0 0 N 0 t a o. 0 0 z 0 8 h s v N N � N as 00 a UMW U b�uw 4 8 O $ o r - A ix°° r� CA CA J.W. Knezevich Pro`rtona1 Engineer i R. License No.: FE 0041961 I [date 06/30/2005 [drawn by MCR ilia 06 -479 sheet 8 of 13 no date by description \ 0 06/30/2SIDS NW PREVIOUSLY DRAWING NO. 034311 1 1 NOV COMPONENTS Ir. N. • 8.8 & HR ALUM. ACCORDION SHUTTERS co I N CO c 0 0 • o • • • 1 . • • • o, • ••g •• • I • , , '• .■• • / • • • • •�: • • 0 0 C M c a TO & 1 -1/2" MIN. FOR CONCRETE BOTTOM FOR WOOD & 1/2" 2" MIN ICD (OUTSIDE) X PLYWOOD TYPICAL PLAN VIEW SCALE: 3" = 1' -0" 2 FASTENERS EACH ANGLE 1 "x2 "x1 /8 "OR 2 "x2 "x1/8" ALUM. ANGLE 3/16 "0 ALUM. POP FLIVaT OR *12 SMS •••• • •• • • • • • •••• • • •••• • • • • • • • • • • • • •• •• • • • • itt •• •• • •0 • • • • •• • •• • �� • • 3/ ,16 "0 A(,LJM.;POP •••RIVET OR *12 SMS • @'8" O.C. (TYP. to c FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN N ANCHOR SCHEDULE). 2 "x2 "x1/8" 6063 -T6 ALUM. TUBE 1" x 2" x .093" 6063 -T6 ALUM. ANGLE, TYP. •• TYPICAL HR BLADE TYPICAL HR BLADE 2" x 2" x 1/8" ALUM. TUBE 6063 -76 ALLOY 3/16 "0 ALUM. POP RIVET OR *12 SMS @ 18" O.C. (TYP.) 3/16 ":0 ALUM. POP RIVET OR *12 SMS @ 18" O.C. (TYP.) 2 FASTENERS EACH ANGLE THREE 3/16 "0 ALUM. POP RIVETS OR THREE *12 SMS, TYP. 1 "x2 "x1 /8 "OR 2 "x2 "x1/8" ALUM. ANGLE TYPICAL CORNER CLOSURE DETAILS SCALE: 3" = 1' -0" EXISTING GLASS HR PCC®RL 1c N SHUTTER NOT APPLICABLE TO 6_8 ACCORDION SHUTTER /16 -18x1 THUMBSCREW INTO THREADED HOLE. LOCATED @ 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER FOR BLADES 515' -6 ". *12 x 1/2" GALVANIZED OR S.S. SMS, 3/16 "0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT @ 18" O.C. 1 1/2" MIN. FOR CONCRETE OR BLOCK AND 3/4" MIN. FOR WOOD & 1/2" MIN. CDX PLYWOOD MIN. 0.093" THICK 6063 -T6 ALUM. ANGLE 1" x 1" MIN. TO 2" x 5" MAX. (ANGLE LEG MAY BE REVERSED) FASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). *12 x 1/2" GALVANIZED OR S.S. SMS, 3/16"0 ALUM. POP RIVET, OR 1/4 -20 MACHINE BOLT & NUT @18 "O.C. 1 -1/2" MIN. FOR CONCRETE OR BLOCK AND 3/4" MIN. FOR W000 & 1/2" MIN. CDX PLYWOOD ASTENER @ 18" O.C. (USE ANY ANCHOR SHOWN IN ANCHOR SCHEDULE). 2 " x2 "x .090" 6063 -T6 ALUM. TUBE TYP. 2 "x5 "x1/8" x CONTINUOUS ALUMINUM ANGLE OPTIONAL ANGLE ORIENTATION TYP. r r z 0 z. e. W (OUTSIDE) SIDE CLOSURE OPTIONS SCALE: 3" = 1' -0" EXISTING GLASS r , rt .;,:l w .c-iiinrol=--- ---gk-,i) .. . . ./A, . . . . i. . . ..., IA , . . . . . w /,,,,,,,_,,,_, ,/, . . i , -..,,, e,m ..,..* Fr/ a .[=-- a ,- ,._ '` TO P & /16 -18 THUMBSCREW TO' & BOTTOM INTO CENTERMATES BOTTOM (OUTSIDE) EXISTING GLASS MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" USE (1) BOX LOCK AT 1/3 SPAN TO 2/3 SPAN FROM BOTTOM OF SHUTTER MULTIPLE SHUTTER ASSEMBLY SCALE: 3" = 1' -0" (OUTSIDE) idt�:44" N O t; 0 O 1- 0 0 N 0 0 J.W. Knezevich Professional Engineer FL license No.: PE 0041961 00 00 25 2006 0 0 0 8 [ dd1e 06/30/2005) [ NOTED design VIK drawn by MCR arawwg no. 06 -479 , (sheet 9 of 13 3 a • o • ••f••• • 0 • ••a • 1 . • �' • is • • • 1• • e••• • d • ••i••• •p_ • •••••• 0 a. i N 0 0 0 i 0 0 0 0 c 0_ a • •• • • • •••• • • •• • • • • • •• • • • • GLASS OR DOOR 1/4 " -20 THRU BOLT W/ LOCK NUT @ 12" O.C. OR #12 x 1/2" SMS @ 12" O.C. OR 3/16 "0 ALUM. POP RIVETS @ 6" O.C. OR 1/4 "0 ALUM. POP RIVETS @ 12" O.C. DIST. SEE TABLE 4 FOR MIN. SEPARATION 09 AND 1@0 ASSEMBLY EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE • •• • • • •••• • • • • •••• • • • • • • •• •• • • • • • •••• • •• • • •• • • • GLASS OR DOOR w Q1 Z W • • W l7 0 1 1/4 -20 S.S. MACHINE SCREW & NUT @ 12" O.0 3" x 3" x 1/4" CONT. 6063 -T6 ALUM. ANGLE (MAY BE REVERSED AS SHOWN DASHED) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN CONNECTION TYPE IN DIAGRAM ON PG. 12) REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION ( O) INSIDE MOUNT SECTION ``✓✓ SCALE : 3 "= 1'- 0" SEE TABLE 4 FOR MIN. SEPARATION FROM GLASS 1/2 N EMBED. 1/2" 0 i T) WALL MOUNT SECTION ��--// SCALE : 3 "= 1'- 0" I= to XZ a W z J 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) EXISTING STRUCTURE C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 13) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) 1-IR 4ACCCI R®UON SHUTTER NOT APPLICABLE TO 6.8 AGCOROION SHUTTER DIST. GLASS OR DOOR #12 x 1/2" SMS @ 12" 0.C. OR 3/16 "0 ALUM. POP RIVETS @ 6" O.C. OR 1/4 "0 ALUM. POP RIVETS @ 12" O.C. 11 AND 2® ASSEMBLY 0 W E W EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTA GLASS OR DOOR 8LE W W #14 x 1/2" SMS @ 12" O.C. OR 1/4 "0 ALUM. POP RIVETS @12 "O.C. ®? AND ®8 ASSEMBLY tu W SEE TABLE FOR MIN. SEPARATION X 1/4" MAX. FROM PIN GUIDE TO BUSHING E WASHER (TYP.) EXISTING CONCRETE ©D i n EXISTING OR BLOCK ONLY. �— STRUCTURE WOOD FRAMING & WOOD ' ; �� ANCHORS NOT ACCEPTABLE / ! ��� CONNECTION TYPE @ #14 12" x O.C. SMS REFERENCE ANCHOR @ 12" O.C. OR "AP SCHEDULE FOR MAX. 1/4 "0 ALUM. SPACING POP RIVETS (al 12" O.C. SEE T 4 FOR MIN. ARATIO FROM GLASS CC � W I— N _ • I— XZ J X ce WW ~ J mo m v1= W J 9u < �Z1-- Q UUI 1/4" MAX. FROM PIN GUIDE TO BUSHING HER (TYP.) CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN CONNECTION TYPE IN DIAGRAM ON PG. 12) REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION 0 INSIDE MOUNT SECTION SCALE : 3 "= 1'- 0" -NI v ill ......, - F i i It 40 , 1/2" /2 WI RI rAPAIIMPF r ,/f i v o sT j W W f- VI 1- XW 'Q J X 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) re EDGE DIST CONNECTION TYPE REFERENCE ANCHOR W 1.4 SPACING E FOR MAX. 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) cc WW ~ J =0m tea 2In m �z I- $a CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING. ALT. FASTENER LOCATION. FRONT AND BACK ANCHORS NOT REQ'D WITH THIS LOCATION C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE OR BLOCK ONLY. WOOD FRAMING & WOOD ANCHORS NOT ACCEPTABLE 0 CEILING / INSIDE MOUNT SECTION SCALE = 3 "= 1'- 0" 4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING AS SHOWN IN DIAGRAM ON PG. 12) 1/2" SEE TABLE 4 FOR MIN. SEPARATION FROM GLASS GLASS OR DOOR EXISTING STRUCTURE 0 W w 0 W EMBED. EXISTING STRUCTURE 7" MAX. /2" 1/2" CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 0 BUILD OUT MOUNT SECTION ��--// SCALE : 3 "= 1'- 0" 1/4 -20 MACHINE BOLT W/ NUT OR #14 SMS (al 12" O.C. (TYP. TOP & BOTTOM) 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) la 111 =gym Ce W W I— Q J j I r I la In D 0 la yo ce Xu E 1/4" MAX. FROM PIN GUIDE TO BUSHING WASHER (TYP.) CO Q CO 0 CA N o -t--) N Cd r- ON . .. r. 0 00 o I S kg e N ° o r v c v E 0 0 0 0 0 v J.W. Knezevich Pofersional Engineer R License Nu: PE 0041961 Ice SY ASNOTED1 dadgn by 1 VJK tdat2 06/30/2005 [drawn by 1 MCR drawbig no. 06 -479 (sheet 10 of 13 ) 1 I.• CC CO .J Li V MINIMUM SHUTTER SEPARATION FROM GLASS POSITIVE DESIGN LOAD (W) (P.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.) L max. (FT -IN) 40.0 9 -0 2 -1/2 1 -3/4 11 -0 2 -1/2 2 -1/8 14 -4 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 3 120.0 9 -0 2 -1/2 2 -1/4 10 -0 2 -3/4 2 -3/4 10 -5 3 3 130.0 9 -0 2 -1/2 2 -3/8 10 -0 2 -7/8 2 -7/8 10 -2 3 3 8 00 4 E a rn - o • • ••T�••• ••!i •• •4. • • • 4.r • • • . • . • • ••. ••• m i m 0 0 v 0 L • •• • • • •• •••• • • • • • • • • • • •• • • • • • •• • •• • • ••• • • •• •• • Pr : iii AO D 1/2" EXISTING STRUCTURE • . • EXISTING FINISH • ••• :MATERIAL ▪ 5 6 CUT IN 2" TO 3" INTERVALS • 0 F R URVE (SEE DETAIL FOR WELDING INFO). TY . TOP & BOTTOM. FASTENER [E EACH 2" TO 3" C UT SEE ANCHOR SCHEDULE BASE ON C2 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE ► „ � �i� EXISTING STRUCTURE MATERIAL EXISTING FINISH C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER @ EACH 2" TO 3" PIECE O CURVED TRACK DETAIL SCALE : 3 "= 1'- 0" HR ACCaR ®I ®N SHUTTER NOT APPLICABLE TO 6_8 ACCORt ION SHUTTER 1/4" MAX. FROM PIN GUIDE 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. TO BUSHING WASHER (TYP.) Tt WW I- J =o fn il)= Z to 21n < 0Z Q I- k a 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 FOR WELDING INFO.) 1- W _ Z 1/0" X Z a W r FULL LENGTH INSIDE EXCEPT AT "NOTCHES" CEILING HEADER (SEE NOTE BELOW) * PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE * CEILING HEADER BUILD -OUT ANGLE *NOTE: WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION, WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING.) O WELDING DETAILS SCALE ' 3 "= 1'- 0" FASTENER, SEE DETAIL® @ EVERY 2" TO 3" PIECE � UT LINE (SEE DETAIL FOR INFO.), TYP. CEILI G HEADER ®OR® (SEE DETAIL FOR WEL ING INFO. •al�� " ;rS7 VhsI CURVED TRACK PLAN VIEW N.T.S. 0, g. o s®te AS NOTED WEI Z 0 O 6 0 9 x J.W. Knezevich Professional Engineer FL License No„ PE 0041961 8 0 [date 06/30/2005 06 -479 MQ (sheet 11 of 13 8.8 & HR ALUM. ACCORDION SHUTTERS SSA I.D. # 06082505376D 08/25/2006 12: 5 ACCORDION SHUTTER SPAN SCHEDULE FOR ALL MOUNTING CONDITIONS DESIGN WIND LOAD W (P.S.F.) POSITIVE WIND LOAD NEGATIVE WIND LOAD I • • 1 L max. (FT -IN) L max. (FT -IN) 32.5 15 -2 15 -6 40.0 14 -4 15 -6 50.0 13 -6 15 -6 60.0 12 -10 15 -6 70.0 12 -4 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 • • • E 30.0 7 -3 7 -3 8 00 4 E a rn - o • • ••T�••• ••!i •• •4. • • • 4.r • • • . • . • • ••. ••• m i m 0 0 v 0 L • •• • • • •• •••• • • • • • • • • • • •• • • • • • •• • •• • • ••• • • •• •• • Pr : iii AO D 1/2" EXISTING STRUCTURE • . • EXISTING FINISH • ••• :MATERIAL ▪ 5 6 CUT IN 2" TO 3" INTERVALS • 0 F R URVE (SEE DETAIL FOR WELDING INFO). TY . TOP & BOTTOM. FASTENER [E EACH 2" TO 3" C UT SEE ANCHOR SCHEDULE BASE ON C2 CONNECTION TYPE TO VERIFY ANCHOR SPACING IS ACCEPTABLE ► „ � �i� EXISTING STRUCTURE MATERIAL EXISTING FINISH C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING (FASTENER @ EACH 2" TO 3" PIECE O CURVED TRACK DETAIL SCALE : 3 "= 1'- 0" HR ACCaR ®I ®N SHUTTER NOT APPLICABLE TO 6_8 ACCORt ION SHUTTER 1/4" MAX. FROM PIN GUIDE 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. TO BUSHING WASHER (TYP.) Tt WW I- J =o fn il)= Z to 21n < 0Z Q I- k a 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 FOR WELDING INFO.) 1- W _ Z 1/0" X Z a W r FULL LENGTH INSIDE EXCEPT AT "NOTCHES" CEILING HEADER (SEE NOTE BELOW) * PROVIDE MITER CUTS IN ANGLE TO MATCH TRACK CURVATURE * CEILING HEADER BUILD -OUT ANGLE *NOTE: WHEN CEILING HEADER IS USED IN A BOTTOM MOUNTING CONDITION, WELDING LOCATIONS ARE THE SAME. (USE ER4093 FILLER ALLOY FOR ALL WELDING.) O WELDING DETAILS SCALE ' 3 "= 1'- 0" FASTENER, SEE DETAIL® @ EVERY 2" TO 3" PIECE � UT LINE (SEE DETAIL FOR INFO.), TYP. CEILI G HEADER ®OR® (SEE DETAIL FOR WEL ING INFO. •al�� " ;rS7 VhsI CURVED TRACK PLAN VIEW N.T.S. 0, g. o s®te AS NOTED WEI Z 0 O 6 0 9 x J.W. Knezevich Professional Engineer FL License No„ PE 0041961 8 0 [date 06/30/2005 06 -479 MQ (sheet 11 of 13 8.8 & HR ALUM. ACCORDION SHUTTERS SSA I.D. # 06082505376D 08/25/2006 12: 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS EXIST. STRUC. ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) MIN. 2a EDGE DISTANCE 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) 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 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION Cl (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 •• 1 • • 3L411:1NO3 •, • • • • •• • • m g i i i l i i i i i i l i i l i l i i i i i i l i l i > 1/4 °0 ELCO TEXTRON TAPCON WITH 1 -3/4` MIN. MIN. 3 20J. CON a PS L 75.0 12 9 8 10 6 12 6 6 7 4 12 5 5 6 4 7 3 3 4% 12 11 11 12 8 12 8 7 9 5 12 7 6 7 5 9 4 4 5 3 90.0 12 7 7 8 5 11 5 5 6 3 10 4 4 5 3 6 3 ' 12 9 9 10 7 12 6 6 7 4 12 5 5 6 4 8 3 3 4 j o ra 4 140.0 11 5 4 5 3 7 3 ro�' 3 3 3 A r 6 5 3 ,/ 3 /A A /,r/ 5 ;NNW " A A A 12 10 6 4 5 4 7 5 4 3 9 4 4 4 3 8 3 3 4 A 7 7 3 3 3 3 3 3 3 230.0 6 3 3' �ra 5 OV Ar, 5 riarega ' A 7 3 3 S 6 3 /0 ". 8, 3/ ST 1 -9/16 01.3 75.0 / / / / / ���i�1 �///� rra ��r 12 12 12 12 10 12 10 9 11 7 12 8 8 9 6 12 5 5 90.0 / / / / / /N/ rAnora re Aa rea%/ZWArig r arA r a r rn 12 12 11 12 9 12 8 8 9 6 12 7 6 8 5 10 4 4 5 3 POWERS DROP -IN € 8 g -16 STAI�(V H PIN. ENT D00 PSI CO �� 140.0 180.0 / / / / / /� / //� � �A /e/al �O� AM � r J % / Awe,' r/� i % % 12 8 7 8 5 12 5 5 6 4 10 4 4 5 3 9 4 3 4 3 / / 12 6 5 6 4 9 4 4 4 3 9 4 3 4 3 9 4 3 4 3 230.0 ////z � Ara � danwor , �� � ram , 4,m 11 4 4 5 3 9 4 3 4 3 9 4 3 4 3 9 4 3 4 3 * SOLID 1 /4720 IN 3 75.0 12 10 9 11 7 12 7 6 8 5 12 6 5 6 4 8 4 3 4'///12 12 12 12 9 12 9 8 10 6 12 8 7 8 5 11 5 4 5 3 1:I p _ bg T W ITH STEEL i psy arc 90.0 12 8 8 9 6 12 6 5 6 4 11 5 4 5 3 7 3 3 3 r a 12 11 10 12 8 12 7 7 8 5 12 6 6 7 4 9 4 4 4 3 140.0 12 5 5 6 4 8 3 4 7 wry�, a� 6 6 r 3 3 A 12 12 7 5 6 5 8 6 5 4 10 8 5 3 4 3 5 4% 3 9 8 4 3 4 3 4 4 8 8 3 3 3 3 4 4 r 180.0 9 4 4 4 3 6 3 6 3 � 6 230.0 7 3 3 3 motwo 3 6 VANE= 6 a r A 3 M 9 4 4 4 3 8 3 3 4 AIM= 8 3 3 O 6 ra 4 75.0 12 12 12 12 9 12 9 8 10 6 12 7 7 8 5 11 5 4 5 3 12 12 12 12 11 12 10 10 11 7 12 9 8 10 6 12 6 5 1/4 "0 ELCO CRETE FLEX WITH 1 -3/4" MIN. • EMBEDMENT • IN.3 P.9t.N■ 90.0 12 11 10 12 8 12 7 7 8 5 12 6 6 7 4 9 4 4 4 3 12 12 12 12 9 1.7 9 8 9 6 12 7 7 8 5 10 5 4 5 3 140.0 12 7 6 7 5 10 4 4 5 9 4 3 4 8 3 3 4% 12 8 7 9 6 1:1 5 5 6 44 10 5 4 5 3 9 4 4 4 3 180.0 12 5 5 6 4 8 3 3 4. 8 3 3 4 8 3 3 12 6 6 7 4 S 4 4 4 3 9 4 4 4 3 9 4 4 4 3 230.0 9 4 4 4 3 8 3 3 4 x 8 3 3 4a 8 3 3 4/ 10 5 4 5 3 9 4 4 4 3 9 4 4 4 3 9 4 4 4 3 • • • • ��Ilk\ @ \ \ \� �A�SA1 \11��d► 5/16`0 ITW X�LL,, TAPpCON • WITF IEDNE NT •MIN •• EhI�EDIiE • IN 2 900 PS L CONCRETE) 75.0 12 12 12 12 10 12 10 9 10 7 12 8 8 9 6 12 5 5 6 4 12 12 12 12 12 12 12 12 12 10 12 12 11 12 8 12 7 7 8 5 90:0 12 12 11 12 9 12 8 7 9 6 12 7 6 7 5 12 4 4 5 3 12 12 12 12 12 12 11 10 12 8 12 10 9 10 7 12 6 6 7 4 140.0 12 7 7 8 5 12 5 5 5 4 12 4 4 4 3 10 4 3 4 3 12 10 10 11 7 12 7 7 8 5 12 6 6 7 4 12 5 5 6 4 180.0 12 6 5 6 4 10 4 3 4 3 10 4 3 4 3 10 4 3 4 3 12 8 7 9 6 12 5 5 6 4 12 5 5 6 4 12 5 5 6 4 230.0 12 4 4 5 3 10 4 3 4 10 4 4 10 12 6 6 7 4 12 5 5 6 4 12 5 5 6 f i m s, , 1/4°te Td1P •• 1 i ln►iayy�titi iiii > EL TEXT4" MlRON N DW C& 1!' 75.0 9 5 4 5 4 6 5 3 3 6 5 3 3 � 3 4 3 1 5 ; 4 W / /, 3 3 A >% ' 3 gimf A f / . a � 1 � 11 9 6 6 7 4 8 4 4 5 3 6 4 3 4 90.0 7 5 5 6 33 66 33 3 4 5 3 3 � � � / Am 14" 4 //l ii `I%/.%A' '. � - --- - /%/ � �/ i� / � I / / // / / /iI ///// / / ra 180.0 3 / / / /,�/ /Ai �VI � ra . . M 1 A I r / / / . � � / / V/ V � / ///,�I ;••.•• 230.0 3 / / / / / /��.�, "J PA'A er.� �� r/ I �. / / / ///� Iv /i //ArAEI � / / /Ara / LLOW CQ�1 •; * OL 75.0 12 7 6 7 5 12 5 4 5 3 11 4 4 4 7 P 12 9 9 10 7 12 6 6 7 4 12 5 5 6 4 i N111\11 90.0 12 6 5 6 4 11 `4 4 4 3 9 3 3 3 6 12 8 7 9 5 12 5 5 6 4 10 4 4 5 3 ANC OR W IT H. 140.0 10 3 3 4 �� �� 6 WAWA 5 orown l - l� 1411- RFD 'yr l41m r ER AezzAvil r 4 ACHN SCREW 230.0 6 / //V/. NIAV 5 ow . 5 A ar // r f A� /�i0 / / AN tO o N CO 0 CO 0 0 N CO 0 3 8 rn v , • • n ••11'• • ••m• • ••pk• • .• • •ri • 0 0 0 m CI ■ o: 1 • •• • •• •• •• • • • •• • •• •• x S (TYP.) 2 x S © OUTSIDE ANCHOR (SEE SPACING SECTION X) INSIDE BOT. FLANGE 1 x S (T ANCHOR (SEE SPACING SECTION X) NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C1 CONNECTION TYPE: - C1 CONNECTION TYPE USING PIECE ® OR - APPLICABLE TO HR SYSTEM ONLY HEADER / SILL I HR ACCO RFD R N SHUTTER NOT APPLICABLE TO 6_8 ACCORDION SH UTTER COMBINATION COMBINATION COMBINATION NOTE: "S" INDICATES ANCHOR SCHEDULE SPACING. SPACING DIAGRAM FOR C3 & C4 CONNECTION TYPE: - C3 CONNECTION TYPE USING PIECE (D WITH OUTSIDE ANCHORS ONLY - C4 CONNECTION TYPE USING PIECE ® OR Q WITH OUTSIDE ANCHORS ONLY - APPLICABLE TO HR SYSTEM ONLY 1xS TYP. 1xS TYP. 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. 2. REFERENCE SHEET 13 FOR NOTES 2 THRU 10. HEADER x 5 _ OR 0 HEADER USED AS SILL 0 SPACING SECTION SCALE : 3 "= 1'- 0" V C 0 � - 0 C � E 0 so 0 0 N 0 L a� 0 U c/a W -icy C N IC � N x oho a\ O U w U .g' • • 4 . �'}� N F"�I : < A ix cc = c 2 J.W. Knezevich Professional Engineer FL License No: PE 0041951 if idde 06/30/2005 AS NOTED WEI ( draw" MCR 1 wawmg o. 06 -4 (sheet 12 of 13) Print Information: ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 'Dnaus 'BIM ANCHOR TYPE LOAD (W) 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 10' -2" (SEE NOTE 1) SPANS UP TO 15' -6" (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 OOOnn 2" MIN. CONNECTION TYPE 12 12 NOTE (SEE NOTE 3) (SEE NOTE 3) 12 (SEE NOTE 3) (SEE NOTE 3) 12 10 12 1) C1 C2 C3 / ��1 C1 C2 C3 90.0 12 5 5 6 5 12 4 3 4 3 12 3 3 3 3 12 5M8 D. L ON G " OR TO G RAIN 12 8 12 8 7 8 6 12 6 6 7 12 11 4 4 4 12 7 •• • 90.0 12 180.0 12 ) %A 7 3 6 11 7 ��ra 10 Mann 5 , r 10 r f 3 6 230.0 12 i f , r rev , 10 � ,� � , CA ' e rA A 10 � , i� 4 4 10 i 9 � , t 3 7/16"0 1/4-29 MACHINE Illill1' a f fi � r, C/. � n all WOOD M S INU SCREW 75.0 10 �f � � N 11 �J� � 6 p '' �ari 4 5 3 n 3 90.0 9 we 8 3 3 � �vi 5 1 / 'Iii 3 Z r r A 140.0 5 r a PV 4 4 �raV, 3 r A 3 o� � I r, 180.0 4 8 3 ijJ il����/�� t ri ,�`�)�) ������ » �� 1 _ �I��i1��/�i 230.0 3 l r/M�IRrii 7 3 rarA ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS "na1S •unc3 ANCHOR TYPE LOAD MIN. 2 -1/2° EDGE DISTANCE SPANS UP TO 6' -0" (SEE NOTE 1) SPANS UP TO 8' -8" (SEE NOTE 1) (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO TYPE 3) C4 C5 P.S.F. 6' - 0" 8' - 8" 10' -2" 15' - 6" S' ANCHOR TYPE MAX. (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1) NOTE C3 TYPE 3) C4 (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 12 12 NOTE (SEE NOTE 3) (SEE NOTE 3) 12 (SEE NOTE 3) (SEE NOTE 3) 12 10 12 1) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 12 unimm1lu11)umum111s- 75.0 12 11 10 12 8 12 8 7 8 6 12 6 6 7 12 11 4 4 4 12 7 •• • 90.0 12 9 9 10 7 12 6 6 7 5 12 5 5 6 6 9 3 3 6 4 ioi • � N TH TE 140.0 12 6 5 6 4 11 4 4 4 3 9 3 3 3 4 8 3 3 3 4 11 1 3 / fi ; 180.0 (MRO'3'I34 ♦.S.I. maim . 5 12 4 4. 5 3 8 3 3 3 i 8 3 3 3 re� rei 230.0 I 10 3 3 4 � 8 3 3 3 A 8 3 3 3 ;/ 8 a* , • Ol7Oy • t ri ,�`�)�) ������ » �� 1 _ 75.0 10 5 5 6 3 7 3 3 4 / 6 3 3 � 3/ 4 i g A '� •••• 90.0 8 4 5 �� i 3 "IMAM 1/4 "0�'f1�[ TAPCON WI 140.0 5 r �A ��/ /// "/ IW'// / � � 180.0 4 0 %��'�A�I/l�y�/r AIOAA��/�012107 / 1-,r -MIN: EMBEDMENT ��II% • •r • 230.0 3 Mr te/ �L Yd r ,1� �e :ZZ g r ArA ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS "na1S •unc3 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 C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 313 /DNO, 3/8 R STEEL 1 -9/16" (MIN. (SEE C2 75.0 12 12 12 12 12 12 12 12 12 10 12 12 12 12 9 12 8 8 9 6 !l,II IIl i 90.0 12 12 12 12 12 12 12 12 12 9 12 11 10 12 7 12 7 6 8 5 • °0 POWERS DROP -IN BOOLT ��EITHH N MIN. EMBEDMENT 3A00 P.S.I. CONCRETE) 140.0 12 12 11 12 8 12 8 7 9 5 12 7 6 8 4 11 6 5 7 4 180.0 12 9 8 10 6 12 6 6 7 4 11 6 5 7 4 11 6 5 7 4 230.0 12 7 6 8 5 11 6 5 7 4 11 6 5 7 4 11 6 5 7 4 • - ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS •DniuS •isna ANCHOR TYPE LOAD (W) P.S.F. MAX. (SEE NOTE 1) , 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 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION (SEE C2 NOTE C3 TYPE 3) C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 CONNECTION C1 (SEE C2 NOTE C3 TYPE 3) C4 C5 HOLLOW BLOCK Ai �� 5/166 ITW X. TAPCON WIH 1 -1/4 MIN. EMBEDMENT 75.0 12 8 7 9 5 _C1 9 6 5 6 3 8 5 4 5 3 5 3 3 3 90.0 11 7 6 8 4 8 5 4 5 3 6 4 3 4 4 r A A r AZir / �ar 4Y V 140.0 7 4 4 5 3 5 3 3 r ot2 4 ra 3 180.0 5 3 3 4 ��r/ �W 3 �� 230.0 4 Z,Z Ari Y 3 xg rarAmpr to CO 3 v • • •••e •• • ^ • • 0 • •�••• 1 ••• • rn • • ir• • • • • • •43 ••• 4. 1 •• ••• a, 0 m " / ti. • • • • • • • • ••• • ••. •• • • � HR ACCOR SHUTTER NOT APPLI CABLE TO 6.8 A SHUTTER 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. 2. ANCHOR TYPE AND E SELECT DESIGN LOAD GREATER THAN OR EQUAL TO NEGATIVE DESIGN LOAD ON SHUTTER AND SELECT SPAN GREATER THAN OR EQUAL TO SHUTTER SPAN. 3. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF CONNECTION TYPE. 4. EXISTING STRUCTURE MAY BE CONCRETE, ASTM C -90 HOLLOW CONCRETE BLOCK OR WOOD FRAMING. REFERENCE ANCHOR SCHEDULE FOR PROPER ANCHOR TYPE BASED ON TYPE OF EXITING 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 I IFY THAT FASTENERS ARE INTO ADEQUATE WOO CONDITIONS I MEMBERS NOT PLYWOOD. FASTENING TO PLYWOOD I5 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.) WOOD STUD. 3/4" EDGE DISTANCE I5 ACCEPTABLE FOR WOOD FRAMING. WOOD 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. 9. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. SCREW, N S A C H ORS MI H ARE REMOVABLE BY REMOVING MACHINE ( J.W. ICnezevich Professional Engineer I I FL Ucen a No.: PE 0041961 0 N r, 8 0 2 1 [ da`e 06/30/2005] f icab AS NOTED, "0 0 0 N 0' 0 0 U 5 2006 0 n M h O h op O 0 In drawn by MCR ( mod by VIK1 arawmg m. 06 -47 (sheet 13 of 13) 6.8 & HR ALUM. ACCORDION SHUTTERS Print Information: 3 new shutters i . JUN 0 1 2007 \ 1,1 Inspector Comments Passed 95 k.t/ Failed Correction Needed Re-Inspection Fee ($75) No Additional Inspections can be scheduled until re-inspection fee is paid. Inspection Date: 05/31/2007 Inspector: Grande, Claudio Owner: GAVIRIA, JAIRO Job Address: 615 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor HOME OWNER Building Department Comments Wednesday, May 30, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Permit Type: Windows/Shutters Inspection Type: Final Work Classification: Window/Door Replacement 0 004 11 ., Block: Phone Number Parcel Number 1132060171850 Lot: Page 2 of 2 3 new shutters MAY 0 3 2007 Passed Inspector Comments CREATED AS REINSPECTION FOR INSP - 34578. No permit available for inspection, no one home. 4/30/07 CG 5/3/07 Approved permit calls for Triple D Hurricane shutters of Hollywood installed are shutters by Town and Country. of Ft Lauderdale. Need revision of permit and new NOA for the new shutters. CG. Failed ` / Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until Inspection Date: 05/03/2007 Inspector: Grande, Claudio Owner: GAVIRIA, JAIRO Job Address: 615 97 Street NE Miami Shores Village, FL Project: <NONE> Contractor: HOME OWNER Building Department Comments Thursday, May 3, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection -Nu Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060171850 Lot: Page 1 of 2 3 new shutters Passed Inspector Comments No permit available for inspection, no one home. 4/30/07 CG 6 Failed Correction Needed Re- Inspection Fee ($75) No Additional Inspections can be scheduled re- inspection fee is paid. until In N Inspection Date: 04/30/2007 Inspector: Grande, Claudio Owner: GAVIRIA, JAIRO Job Address: 615 97 Street NE Project: <NONE> Miami Shores Village, FL Contractor: HOME OWNER Building Department Comments Tuesday, May 1, 2007 Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Type: Windows /Shutters Inspection Type: Final Shutters Work Classification: Window /Door Replacement Block: Phone Number Parcel Number 1132060171850 Lot: Page 1 of 2 Date Thursday, December 14, 2006 12/14/2006 Credit Card Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 l Permit Number: WS -12 -06 -2970 Invoice Number: WS -12 -06 -26977 Applicant: JAIRO GAVIRIA Company Name: Owner Address: 615 NE 97 ST MIAMI SHORES, FL 33138 Job Address: 615 97 Street NE Miami Shores Village, FL Payment Type Check Number Amount $154.85 Change $0.00 Total Payment: $154.85 Page 1 of 1 Permit Type (circl Owner's Name (Fee Simple Titleholder) Owner's Address g/ 5 FOLIO / PARCEL # Contractor's Company Name 0 U - 1,16/e. Value of Work For this Permit $ 1d i Type of Work: `Addition ❑Alteration Describe Work: 3 Mieiv tr✓Jr Notary $ 5' Bond $ Structural Review. $ State Miami Shores Village Building D epartment 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING 1211310 PERMIT APPLICATION irk FBC 2004 Electrical Plumbing Mechanical Roofing Phone # 7 cg V9 SL C I 7 City , / S > ,S ®� L Tenant/Lessee Name Phone # 6 Job Address (where the work is being done) C B 6- 9 7 St City Miami Shores Village County Miami -Dade Zip j- ' / 3 8 Is Building Historically Designated YES NO E Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Phone # Square / Linear Footage Of Work: Zip 3 Phone # � MC�gIIC�IMj� DEC 11 2006 11 Permit NA% c r2.'jO Master Permit No. ❑ Repair/Replace ❑ Demolition ** *** ** * * ** * * ***** * ** ** ***** * ** *, rat** **, F * * * * * ** ** * * * * * ** ***** * * ***** *** /� Submittal Fee $ Permit Fee $ ` a ✓ CCF $ ' , 2- 0 CO /CC Training/Education Fee $ k tA0 Technology Fee $ 3 ZS Scanning $ 0 5 - Radon. $ DPBR $ Zoning $ Code Enforcement $ Double Fee $ C Total Fee Now Due $ 15(4 • S See Reverse side --* Bonding Company's Name (if applicable) Bonding Company's Address City ,,.,G 4 State Zip Mortgage der's Name (if a licable) n Mortgage Isend 's Adress • .� 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 property 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 Signature at, .,. .,r - -tea Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this 1 1 The foregoing instrument was acknowledged before me this day of . ?f,( , , 20 cC , by &UY0 GC(VlliCt , day of , 20 , by , who is personally known to me or who has produced l rDit/OAlir., who is personally known to me or who has produced C I] (r k2O" 1 1 % %`OAS identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: olio issa My Commission Expires: APPLICATION APPROVED BY: I // Plans Examiner ` Engineer Zoning (Revised 02/08/06) NOTARY PUBLIC: Sign: Print: My Commission Expires: NAME: I/ at) DATE: / 2--1/ / ( -410'6' ADDRESS: 6/s' "il. (7 5 7 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one - family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less. The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. VILLAGE OF MIAMI SHORES OWNER BUILDER DISCLOSURE STATEMENT Please read and initial each paragraph. 1. I hold title to the above property and I am planning on doing this cons on Initial 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initial 3. .I have an understanding of the `2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code —. only if the structure y `the minimum code. Initial 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate' any contract disputes. Initial 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. By 'N Ir© ta,Vtrrrt --- .OWNER Initial 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Initial Was acknowledged before me this 11 day of Dec- , 20 who was personally known to me or who has Produced there License or . >ree5 Ct V-°itzei ° `Z5a as identification. • •• • • • • • •• •• • •• • • • • • .• • • • • •••• • • • • • • • • • • • • • •• • • • • • • • • •• • •• •• • • • • • •••• • • • • •••• • • • • SUBJECT TO •' VYTNALL FEDERAL STATE AND COUNTY RULES ANC REGULATIONS [4:41,12ituir4V 17 -wog kkot • •• • Mr. ;afro Gaviria 615 NE 97th St. 'Mani Shores, FL 33138 DEC Nagrovic 1 1 loos fig . dl CTV COPY #1 1 Opening Size #1- 54x64 # -54x39 # 3 - 75 x 39 #3 #2 GCpi = .10.55 (See Note 2G) MEAN ROOF HEIGHT (Fr.) POSITIVE ZONE (4) & (5) NEGATIVE ZONE (4) NEGATIVE ZONE (5) >0 - 15 71.8 -76.5 -90.3 >15 -20 76.3 -81.2 -96.0 >20 -25 80.0 -85.1 -100.6 >25 -30 83.1 -88.5 -104.5 >30 -40 88.3 -94.0 -111.0 >40 -50 92.5 -98.5 -116.4 >50 -60 96.2 -102.4 -120.9 GCpI = ±0.18 (See Note 2G) MEAN ROOF HEIGHT (FT.) POSITIVE ZONE (4) & (5) NEGATIVE ZONE (4) NEGATIVE ZONE (5) >0 - 15 54.7 -59.3 -73.2 >15 -20 58.1 -63.0 -77.7 >20 -25 60.9 -66.0 -81.5 >25 -30 63.3 -68.6 -84.7 >30 -40 67.2 -72.9 -90.0 >40 -50 70.5 -76.4 -94.3 >50 -60 73.2 -79.4 -98.0 Print Information: P: \FL1 \KA \CADD \Cadd02 \Asce \02 - 280 \R9 \02- 280_JWK.dwg MCantu 09/15/2006 11:18:09am 09/15/06 11:16 GENERAL NOTES: 1. M CONSTRUCTION AND FOR ND ARE NOT GENERAL O ABILDE T ETOAI. & ESSENTIAL FACILITIES OR PLACES OF ASSEMBLY. 2. TABULATED DESIGN WIND LOADS ARE BASED ON CHAPTER 6 OF ASCE 7-02 SPECIRCA110NS FOR COMPONENTS AND CLADDINGS. THE FOLLOWING DESIGN CRITERIA ARE USED A. PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET. B. EXPOSURE CATEGORY, AS NOTED. D. AN I BASIC ANCE FACTOR SECOND N 10 FOR CATEGORY 0 STRUCTURES. NOT VALID FOR ASSEMBLY OCCUPANCIES OR ESSENTIAL FACILITIES. E. ANY EFFECTIVE WIND AREA IS ACCEPTABLE F. ANY ROOF SLOPES. G. ENCLOSURE CLASSIFICATION: GCPI = ±0.55: FOR USE ON ALL BUILDINGS UNLESS THE ENCLOSURE CLASSIFICATION IS DETERMINED TO BE AN "ENCLOSED BUILDING" BY THE BUILDING OFFICIAL, ARCHITECT, OR ENGINEER. GCPI = ±0.18: FOR USE ON "ENCLOSED BUILDINGS" ONLY. IMPACT RESISTANCE IS REQUIRED FOR ALL GLAZED OPENINGS AND THE BUILDING IS DETERMINED TO BE AN 'ENCLOSED BUILDING" BY THE BUILDING H. DIRECTII FACTOR, ARCHITECT OR NOTED Nom L TOPOGRAPHIC FACTOR, Kzt = 1.0 FOR FLAT TERRAIN. NOT APPLjOAI3I FOR HILLY TERRAIN. 3e • • •I:0SITIVE AIWNEGATIVC LIMN LOADS FOR EXTERIOR WALLS ARE • BYISED „ Ijer TI;IE MEAN• ROOP HEIGHT OF THE BUILDING OR • • • • 4.' DESIGN LOADS ARE BAiEDOR THE EXPOSURE NOTED AND ARE •••• *NOT V D FO •OTHER EXPO6URES. EXPOSURE CATEGORY SHALL ... AS 1 1' 12► B' L RCHITECT DING OFFICIAL OR A SITE • SPECIFIC AL 11ON OR ENGINEER. .5. IdNEAR T RPtMLATION "MAIM at USED FOR ALL VALUES BETWEEN • 1:4BUL ATED.ELEVATIONS, •• WIND LWS ACCORDANCE E WI THE GENERAL RTES. OF • 'Y' •'THIS SCjpLI SHALL NOT BE MARKED UP OR MODIFIED. 8. WHERE THESE SCHEDULES ARE USED FOR PERMIT, THE CONTRACTOR AND BUILDING OFFICIAL SHALL VERIFY THE USE IS APPROPRIATE FOR A SPECIFIC SIZE 9. ORIGINAL SSIGNATUR =, NOT BE EMBOSSED 'SEAL. WITHOUT DESIGN WIND LOADS FOR COMPONENTS & CLADDING WALLS AND VERTICAL SURFACES BUILDINGS WITH A MEAN ROOF HEIGHT 60 FEET BASIC WIND SPEED =146 MPH - EXPOSURE 'C' - Kd = 1.00 FLORIDA BUILDING CODE 2004 PEAK MAXIMUM DESIGN WIND LOADS (PSF) HEIGHT (P)FOR ONE PERMT � 0V: _. n � P � VALro ONL I WITH ORIGINAL a= END ZONES : 10% OF MIN. BUILDING WIDTH Q 40% OF MEAN ROOF HEIGHT 4), WHICHEVER IS SMALLER BUT NO LESS THAN EITHER 4 OF MINIMUM WIDTH OR 3 FEET. - :Profefsbnal Engineer FL License No.: PE 0041961 efts 330 N. Andrews. Ave., Suite 4 50 • Pt Lauderdale, FL 33301 T 954:522.3690 • F 954.522.8691 • COA 4# 7519 Website: wbwv.ThorntonTomasetd.com Copyright © 2006 Thornton- Tomasetti, Inc. BUILDINGS <_ 60 FT. FLORIDA BUILDING CODE 2004 COMPONENTS & CLADDING EXPOSURE "C" 146 M.P.H., Kd =1.00 no 7 R 9 date 10/06/2004 01/13/2006 09/15/2006 by VIP PEP 191x description GENERAL REVISION MODIFIED GCPI OPTIONS 609DIAL REVISION drawn by MCR) (design by IWK) (checked by IWK) drawing 00. 02 - 280 . (sheet 1 of 1) fi au • • • .. • BUILDING CODE COMPLIANCE OFFICE (BCCO) PRODUCT CONTROL DIVISION NOTICE OF ACCEPTANCE (NOA) Triple D Hurricane Masters 5700 Washington Street Hollywood, Florida 33023 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 Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Division (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This produrat is approved as described herein, and has been designed to comply with the High Velocity Hurricane • Zone of•t e•1Rlorida�Bu k1ing Code. • DESG1llP1JON: SSA 7 ( 6.8" — HR ) Aluminum Accordion Shutter APPROWAL DONT: Drawing No. 06 -479, titled " 6.8 & HR Alum. Accordion Shutters ", sheets 1 througp.J pf 13, ppepietl by Thornton - Tomasetti Group, dated June 30, 2005, last revision #1 dated December 16, 2005, sijned'and sdtite[ U , J. W. Knezevich, P.E., bearing the Miami -Dade County Product Control Approval • §tamp with 4e NotiF Acceptance number & approval date by the Miami -Dade County Product Control Division • MISSILE IMPAII RATING: Large and Small Missile Impact • a LAB Eac1i uMlt'shall bear a permanent label with the manufacturer's name or logo, city, state and the • • following st,,tement; '1Vfigmi -Dade County Product Control Approved ", unless otherwise noted herein. RENNAN 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 consists of this page 1, evidence submitted page E -1 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mahar, M.S., P.E. 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 www.miamidade.aov NOA No 06- 0912.09 Expiration Date: 10/16/2011 Approval Date: 10/16/2006 Page 1 Triple. D Hurricane Masters NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 06 -479, titled " 6.8 & HR Alum. Accordion Shutters ", sheets 1 through 13 of 13, prepared by Thornton- Tomasetti Group, dated June 30, 2005, last revision #1 dated December 16, 2005, signed and sealed by J. W. Knezevich, P.E. B. TESTS 1. See Association's generic approval number 05 -0217. C. CALCULATIONS 1. See Association's generic approval number 05 -0217. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. See Association's generic approval number 05 -0217. F. • • STATEMENTS • . '.:.i• Releases letter issued by the Southern Shutter Association, Inc., dated August 23, • • . • • • •. 2086, certifying this product to meet the criteria of product tested and approved, and • . • • allewiraiTriple D Hurricane Masters to use the test results approved under Miami- . • . Dade.Cpunty Approval No. 05 -0217, signed by Mr. Thomas B. Johnston. • • :. •Z: Ackkes kdgment letter by Triple D Hurricane Masters dated August 01, 2006, signed • by I rhristopher O'Neil. • • 3. Letter• 7. Thornton- Tomasetti Group, dated August 18, 2006, certifying that the •. : drawiitg.(No. 06 -479) prepared for Triple D Hurricane Masters, signed and sealed by • • • • • • J. if. [#nezevich, P.E., is engineering wise identical to Southern Shutter Association, • Inc generic drawing (No. 05 -376). 4. Acceptance Letter issued to Mr. Christopher O'Neil on October 14, 2006 and returned signed by Mr. Christopher O'Neil on October 16, 2006, indicating to please issue the proposed Notice of Acceptance as submitted and reviewed. E -1 y A. Makar, M.S., P. E. Product Control Examiner NOA No 06- 0912.09 Expiration Date: 10/16/2011 Approval Date: 10/16/2006