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BP-05-335 (2)r Miami Shores Village 10050 NE 2nd Avenue Phone: 305-795-2204 Printed: 8/18/2005 Building Permit Permit Number: BP2005-335 Applicant: CORY GITTNER Owner: GITTNER CORY JOB ADDRESS: 551 NE 102 ST Contractor ORONI INC Local Phone: (305)685-0412 Parcel # 1132060170980 Contractor's Address: 14040 NW 6 CT Legal Description: MIAMI SHORES SEC 4 AMD PLAT Page 1 of 2 PB 15-14 LOT 19 & W1/2 LOT 20 Fees: Description Amount FEE2005-4388 Structural Fee $50.00 FEE2005-8181 Structural Fee $50.00 FEE2005-8213 - • Structural Fee $50.00 FEE2005-9278 . Structural Fee _ $25.00 FEE2005-11310 Building Fee $3,750.00f/ FEE2005-11311 CCF $75.00 FEE2005-11312 Notary Fee $5.00 FEE2005-11313 Training and Education Fee $25.00 FEE2005-11314 Technology Fee $93.75 FEE2005-11315 Scanning Fee $45.00 FEE2005-11316 Radon $14.02 FEE2005-11326 Builders Bond $300.00 FEE2005-11345 Submittal Fee ($250.00) Total Fee04,232.77 Total Receipts: $0.00 AUG 18 PAID "1 f3 Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: Total Fees: $4,232.77 Permit Status: APPROVED Permit Expiration: 5/5/2006 Construction Value$125,000.00 Work: NEW 2 STORY GARAGE AND TWO BEDROOM WITH A BATHROOM Signed: (INSPECTOR) 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 responisibility for all work done by either myself, my agent, servants or employes. Signed: (Contractor or Builder) BY: . Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-47954 Permit Number: BP2005-335 Inspection Date: 05/03/2007 Inspector: Grande, Claudio Owner: GITTNER, CORY Job Address: 551 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Block: Contractor: ORONI INC Permit Type: Imported Permit Inspection Type: Final Shutters Work Classification: Addition Phone Number (305)754-3771 Parcel Number 1132060170980 Lot: Phone: (305)685-0412 Building Department Comments NEW 2 STORY GARAGE AND TWO BEDROOM WITH A BATHROOM Passed Failed Correction Needed Re -Inspection Fee ($75) No Additional Inspections can be scheduled until re -inspection fee is paid. MAY 0 3 2007 Inspector Comments Installation of 3 shutters on 1st floor of addition OK, need revision of Product Approvals for aluminum shutters by Weatherguard instead of galvanized by JJLP. 5/3/07 CG. SEE REVISIION Arranivem Thursday, May 3, 2007 Page 1 of 2 BUILDING CODE COMPLIANCE E (BCC()) PRODUCT CONTROL DIVIS NOTICE OF WeatherGua 9040 We 11 (NOA)ti r -- JUN082007 BY: -! - is being issued under the applicable rules and regulations governing the use of construction materials. Th .'ocumentation 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 product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.063" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 07-309, titled " 0.063" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by J. W. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Division. MISSILE IMPACT RATING: Large and Small Missile Impact LABELING: Each panel shall bear a permanent label with the manufacturer's name or logo, city, state and the following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOkshall 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 • . . .. .. • • • • • • • • • • • • .. . . • • • • • ••• • • • • • • • • • • • • • • • • .. a 33411 we u iin ts.entr iy . , V7K Y %. H awl chat] he NAA1510Us t`b OA 864e ses & rg,ews NOA as-wares-app #0 -0 F.06 . zlInN8aT-trell me n documentation w. revi ed y H �c1 ,or ` BLDG '' SUBJEONial`.AMPLIANCE 'ITH ALL cDERAL G/;ptb STATE AND COUNTY RULES AND REGULATIONS e provided to the user by the manufacturer or its distributors t the request of the Building Official. ►d consists of this page 1, evidence submitted pages E-1 & E-2 Imy A. Makar, P.E., M.S. O5,lo/ZOO7 NOA No 06-0706.17 Expiration Date: 04/18/2012 Approval Date: 05/10/2007 Page 1 1 WeatherGuard Building Products, Inc. • .. . • . • . • . . . . .. . • . •. •.• . . •• •... •. . . • . . •. •. •. ... . •. •. • • ... . .. . ... ... .... .. . .... ... • • • • . NOTICE OF ACCEPTANCE: EVIDENCE SIB L rEIi• % • 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL.# 95.0717.0E ... .. A. TESTS ''• 1. Test report on: 1) Large Missile Impact Test, 2) Cyclic Wifid:Pi''es iw a Teat, 2). • Uniform Static Air Pressure Test of 0.063"aluminum storm panels x 104" high, prepared by Construction Testing Corp., Report No. CTC-96-008, dated 02/16/96, signed and sealed by Christopher G. Tyson, P.E. B. DRAWINGS 1. Drawing No. 96-47, Poma Corporation, .063"Aluminum Storm Panel Drawing, Sheet 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated 02/15/96, Revision No. 2, dated 03/25/96, signed and sealed by V.J. Knezevich, P.E. C. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report, dated 11/27/95, for Aluminum Alloy 5052-H36 by Precision Coil Incorporated, with chemical composition and physical properties. 2. Tensile Test Reports from QC Metallurgical, Inc., QCMJob No. 6BM-410, dated February 16, 1996 for Aluminum sample. D. CALCULATIONS 1. Storm panel anchor calculations, pages 1 through 10 of 10 , dated 02/28/96, prepared by Knezevich & Associates, signed and sealed by V.J. Knezevich, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99-0219.01 A. DRAWINGS 1. None. (Drawings originally in file 95-0717.06.) B. TESTS 1. None. (Tests originally in file 95-0717.06.) C. CALCULATIONS 1. None. (Calculations originally in file 95-0717.06.) D. MATERIAL CERTIFICATIONS 1. None. (Material certifications originally in file No. 95-0717.06.) E. OTHER 1. Letter issued by Al Purino stating that all documents are unchanged copies of 0. b63 " Aluminum Storm Panel submittals, Acceptance No. 95-0717.06. HA. Makar, P. E., M.S. Product Control Examiner NOA No 06-0706.17 Expiration Date: 04/18/2012 Approval Date: 05/10/2007 E-1 WeatherGuard Building Products, Inc. NOTICE OF ACCEPTANCE: • • ••. •. •• . • • • • . . •• •• •. • . •• • .•. • . •. •. • • • ••• • • . • .. • •• • • • . • • • • • • •. • .• • . .•• ••. .•.• •• • • • • • • . . •• . . . . EVIDENCE S1.4VIIJTED • • • 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAki # ®2.04I7.06 • • • • • A. DRAWINGS • • • • • • •• • • • • See NOA 99-0219.01 •. . . • • • • .•• • • B. TESTS See NOA 99-0219.01 C. CALCULATIONS See NOA 99-0219.01 D. MATERIAL CERTIFICATIONS See NOA 99-0219.01 E. STATEMENTS See NOA 99-0219.01 F. OTHER See NOA 99-0219.01 4. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 07-309, titled " 0.063 " Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by J. W. Knezevich, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.063 " Aluminum Storm Panels Shutter, prepared by Hurricane Test Laboratory, LLC, Report No. 0411-1011-05, dated February 09, 2006, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. 0.063 " Aluminum Storm Panels Calculations, Sheets 1 through 45 of 45, by Thornton Tomasetti, dated April 09, 2007, signed and sealed by John W. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. my A. Makar, P. E., M.S. Product Control Examiner NOA No 06-0706.17 Expiration Date: 04/18/2012 Approval Date: 05/10/2007 E-2 GENERAL NOTES: 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A LARGE MISSILE IMPACT PROTECTIVE SHUTTER SSTEM ANALYZEDSET FOR THE ISSUANCE OF A NOTICE OFACCEPTANCE (NOA) BYHMIAMI-DADESION COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2004 WITH 2005 & 2006 SUPPLEMENTS. 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD 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 PRODUCT EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE -SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE PRODUCT EVALUATION DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE PRODUCT EVALUATION DOCUMENTS ARE INTENDED FOR USE ONLY BY A LICENSED CONTRACTOR, PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AND ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES AL FROM THE STRUCTURAL SUBSTRATES NOT HEREIN. CONTRACTOR SHALL VERIFY EXISTING STRUCTURE CAN WITHSTAND SUPERIMPOSED LOAD OF SHUTTER. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE PRODUCT EVALUATION DOCUMENTS WILL VOID THE PRODUCT EVALUATION DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION 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 PRODUCT JUSTIFY THE REVIEW AS AC CONDITION TO THE SUBMITTED OFFICIAL GRANTING HIS/HER APPROVAL. e) 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. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS: WEATHERGUARD BUILDING PRODUCTS, INC WEST PALM BEACH FLORIDA MIAMFDADE COUNTY PRObuCT APPROVED 10. STORM PANELS SHALL BE 0.063" THICK 3004-H34 ALUMINUM ALLOY WITH A MIN. Fy=25.0 KSI OR 5052-H32 ALUMINUM ALLOY WITH A MIN. Fy=23.0 KS'. 11. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N. 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. Lmax.. SEE STORM PANEL WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) TYP ELEVATION SCALE: 1/2" " 1'-0" APPROVED HEADER APPROVED SILL LABEL LOCATIO 1.369" LABEL LOCATIO 1.369" OT FULL ALUMINUM STORM PANEL SCALE: 3" " 1' - 0" 3OPt" HEADER SCALE: 3" = 1' - 0" .07" MATERIAL 2AMAC 3 ALLOY A11 2.01" +1�, I' 2.24" OHEAVY •h" HEADER O BUILD -OUT "h" HEADER 4 SCALE: 3" = 1' - 0" SCALE: 3" = 1' - 0" m .888" 0.6 .138" 0.275 .313" 184' ry 1/4-20 MACHINE SCREW WITH 7/16" HEX HEAD OWASHERED WING NUT KEYHOLE WASHER "F" TRACK 8 SCALE: HALF SIZE OSCALE: HALF SIZE TO SCALE: HALF SIZE WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) M, gm 1 • R B • • • • 11 • Iti • TYP ELEVATION SCALE: 1/2" = 1 PANELS MAY BE MOUNTED HORIZONTALLY 1.87" SEE NOTE No. 10 6" PANEL COVERAGE 9.282" OHALF ALUMINUM STORM PANEL 2 SCALE: 3" = 1' - 0" 2.251" 2.251' R.25 •09" ,-R.25 • HEADER HEAVY •U• HEADER 6U• SCALE: 3" = 1' - 0" i SCALE: 3" = 1' - 0" .093" TYP. 1/4-20 MACHINE STUD (81 6' OR 12" 0.0 \ OSTUD ANGLE 1 SCALE: HALF SIZE iv .125" TYP. 2" MIN. 5" MAX. BUILD -OUT ANGLE 12 SCALE: 3"= 1'-0' • • • • • •• • • 1110011 TRCM= c••P0.susmie nada • • • • • • • reerrarr MAW -0706./7 •••• • •f•• • • •••• • • •• • • • • • • • • • • • •• • • •••• •••• ••• • • J.W. Knezevich PM,ssboM Fny"., FL LIcmY No,: PE OW; %1 10 2007 • • • • • a"; ii�•• LASNOTED 04/ t emu.. MDR •6 (sheet 1 of Sj • • • • • • • • • • ) EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED, BASED ON TYPE OF STRUC, ITYP. TOP & BOTTOM) EXISTING GLAZING CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. (TYP. TOP & BOTTOM) EXISTING GLAZING CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EMBED C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING .25" MAX. .25" MAX. OWALL MOUNT SECTION A SCALE: 3" = 1' - 0" C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING .25" MAX. MAX. OBUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. (TYP. TOP & BOTTOM) EXISTING CONCRETE, — HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. (TYP. TOP & BOTTOM) CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING GLAZING C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OB TRAP MOUNT SECTION SCALE: 3" = 1' - 0" EMBED. 0 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPAC NG OEALT. BUILD -OUT MOUNT SECTION SCALE. 3"=1'-0" EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. (TYP. TOP & BOTTOM) EXISTING GLAZING CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OLL WAMOUNT SECTION SCALE: 3"=1'-0" C1 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • • • • • •• • • • • • • • • • • • • • • • • • • • •• • • PRODUCT RIM= r••••'i11/TIN the Phdy • • • • B.Ie14 G4e WNW • • • • • •6.ir••• JJ'• • • • • • • • • • • • • • • •• • • • • • • • •• • • • • • J.W. Knezevich Praeawnr Englne= iL Lke,.e Nu.: PE0041961 F% AAA AS NOTED • (sheet2 of 51 • • • • • • • 04/10/07 16:51 0 MAX ALUMINUM ALLOY ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. FASTENER (b 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & go 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) EMBED. EXISTING CONCRETE, HOLLOW BLOCK OR W000 FRAMING, TYP. OBUILD -OUT MOUNT CLOSURE SECTION F SCALE. 1-1/2" = 1' - 0" OOR EXISTING WINDOW 1/4-20 STAINLESS STEEL BOLT & WING - NUT (m 24" O.C. (TYP.) OTYPICAL CORNER CLOSURE PLAN SCALE: 1-1/2" • 1' - 0" 00 EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING, TYP. 1/4-20 STAINLESS STEEL BOLT & WING - NUT Qp 24" O.C. (TYP.) [FAST[FASTENER (B 12" O.C. FOR ENER LOADS LESS THAN f OR EQUAL TO 110 P.S.F. & (� /8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) OPTIONAL LEG DIRECTION EMBED. " - ALUMINUM ALLOY ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. GOTRAP MOUNT CLOSURE SECTION SCALE. 1-1/2" • 1' - 0" EXISTING WINDOW 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/8" 6063-T6 ALUM. ALLOY BENT PLATE 1" OVERLAP v.:/SCALE, CORNER CLOSURE PLAN K 1-1/2" = 1' - 0" 1/4-20 STAINLESS STEEL BOLT & WING - NUT 83 24" O.C. (TYP.) MAX. EXISTING BAY WINDOW 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/8" 6063-T6 ALUM. ALLOY BENT PLATE 1" OVERLAP OTYPICAL CORNER CLOSURE PLAN L SCALE: 1-1/2" • 1' - 0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING, TYP. ON WALL MOUNT CLOSURE SECTION SCALE. 1-1/2" • 1' - 0" • • • •• • • PRODUCT as Acceptance t %la BY BNiN Mimics 0 ./7 • • • • °JZ•• • • • • d •• • mu ■•r s vilzg CO 48.si giO 4.0 0 ��3 z Il z ti g0 0.063' ALUMINUM STORM PANEL J.W Knezevich IslandPlot Engineer L LicenseNo.: PE X41961 • • 7/•• • • • • • • • • •• • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • '•` 04/10/2ci} (sheet3 of 51 • • • • 0 o: ANCHOR SCHEDULE FASTENER MAXIMUM SPAONG ONCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 2" EDGE DISTANCE MIN. 3" EDGE DISTANCE D ANCHOR TYPE (W) P.S.F. MAX. SPANS UP TO 5_0•• (SEE NOTE 1) SPANS UP TO 8._8.. (SEE NOTE 1) SPANS UP TO 10,_0.. SEE NOTE 1) SPANS UP TO 5._0.. (SEE NOTE 1) SPANS UP TO 8._8.. (SEE NOTE 1) SPANS UP TO 10. 0.. (SEE NOTE 1) (SEE NOTE 1) CONNECTION C1 (SEE C2 NOTE C3 TYPE C4 3) C5 CONNECTION C1 (SEE NOTE C2 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 (SEE C1 C2 NOTE C3 TYPE 3) C4 C5 7 �1NiN1U11N11u1111111r 62.0 12 12 12 11 12 12 12 12 5 7 12 12 12 4 6 12 12 12 12 12 12 12 12 5 8 12 12 12 4 7 72.0 12 12 12 9 11 12 12 12 4 6 12 12 8 3 5 12 12 12 9 12 12 12 12 4 7 12 12 9 3 6 1/4"0 I7W TAP ON MTH 83.0 12 12 12 7 9 12 12 8 3 5 12 12 8 3 5 12 12 12 7 11 12 12 9 3 6 12 12 8 3 6 1-3/4" MIN.EMBEDMENT 120.0 12 12 12 4 6 12 12 8 3 5 12 12 8 3 5 12 12 12 4 7 12 12 8 3 6 12 12 8 3 6 15194.3.192 SJ. 14, 200.0 12 12 8 3 5 12 12 8 3 5 12 12 8 3 5 12 12 8 3 6 12 12 8 3 6 12 12 * 8,3\9,,U8111U11U11V� 62.0 4 A AO 4 4 4.4 4 A A A 412 12' 12 11 12 12 12 12 5 8 12 12 8 12 3 4 6 7 * 11UMUU E/ LFEMAL■tpAACONNEEMLLA��ET/E" 72.0 /yam// /• %/ ��//�/ 12 12 12 9 12 12 12 12 4 7 12 12 6 HIN. EMBED.1200 83.0 ���/��//��� ��%� "' 12 12 12 7 11 12 12 8 3 6 12 12 6 1/4ITN 2 MA TS.I. SCREE) / '' ' % // // %/% / / �/ 12 12 12 4 7 12 12 7 3 6 12 12 7 3 6 MIN. 3? 2000 / 12 12 7 3 6 12 12 7 3 6 12 12 7 3 6 3BBBI81U1NU111N11N11g11_ 62.0 12 12 12 8 12 12 12 12 12 12 12 12 10 12 12 12 12 4 8 72. 12 11 3 7 72.0 12 12 12 6 12 12 8 12 10 12 12 12 8 12 12 12 11 3 7 12 12 7 3 6 JC 1/4Wlig EDAEN7I ' y y P1 120.0 12 12 9 3 . 12 8 5 2 8 12 12 12 4 7 12 11 7 3 6 12 11 7 3 6 IMIN. 3320MDP 9.I.CONOETE) 200.0 12 8 5 12 8 5/ 2 8 ` 12 11 7 3 6 12 11 7 3 6 12 11 7 3 6 62.0 12 12 12 3 7 7 5 j 6 / 12 12 12 5 7 10 10 8 4 9 9 5 f 3 [I 72.0 10 10 10 6 6pr.," %� 5 4.,/,%, 12 12 12 4 U ER NAIL-ENPWtTN 153Zl MAIN. 83.0 9 9 9 5 4 �� 4 3 `d 412 12 12 6 3 9 9 5 3 7 6 3 3 EMBEDMEIIT 120.0 6 6 4 ' 4 3 /J 4 3 %yy/ 9 9 6 4 7 5 3 3 7 5 3 3 Nip& moo psi CONCNETE) 200.0 4 3 V/ V 4 3 ' 4 3/ r 7 5 3 i 3 7 5 3 3 7 5 3 3 '■il 62.0 12 12 12 9 12 12 12 12 4 12 12 9 3 12 12 12 11 12 12 12 12 5 10 12 12 12 4 8 72.0 12 12 12 7 11 12 12 9 3 • 12 11 6 / 12 12 12 9 12 12 12 12 4 8 12 12 8 3 7 SNi4D= TTts A�lOLT 83.0 12 12 12 5 7 12 9 6 12 12 12 7 12 12 12 8 3 7 12 12 7 3 7 WI H C/ 120 0 12 12 10 3 12 9 6 12 9 6 12 12 12 4 9 12 12 7 3 7 12 12 7 3 7 7MN. 3000P.S,L.ODNCRE1E) 200.0 12 9 6/ 5 12 9 6/ 12 9 6 12 12 7 3 7 12 12 7 3 7 12 12 7 3 7 1 B1�lU7 U17Imrn,Il9fl c 62.0 12 12 12 3 5 7 7 6� / 6 6 3 /� A 12 12 12 4 6 8 B 7 3 7 7 4 3 72.0 11 11 11 6ippar 5 4 e/// 12 12 12 3 7 7 4 5 4"• ITNTApCONyA�H830 9 9 9 5///// 5 3//r/ 11 11 11 6 5 3 %6 6 4 a ��V /1-1/4•MIN.EMBEDMENT 120.0 6 6 4` 5FA A 5 3 AA/ 7 7 4 /1 6 4 6 4 �eA 20.0 %�/ ���A %% % r4 % 6 4 r / ., 4 6 4 u * 62.0 f %/���/p �r/���`/'�� 12 1�2 Erin 17 11 �� BIN 70 10 Fii/11 Fire * ERUM1fl1U`%UI- ..%.%%%..,,:%r- •E���� O D3 ILI FfM Le EP,6NNELM-A •U• i••030 4AciiiN{{�FF'�'�++ RE' WITH NU ®' 120.0 r''�/���I% %///I %�✓Am I/Ira�N ArnarzAm m-rA ar '1-iv/ ,arArirAMi®®®©BUQD ,po:m' .®mmnuD' rmar ma10©m m' ©%LI �©0n©V/© © 8 8 0®VA© %�© 2000. / I 0r' r / P%:Or / 8 6 3/ 3 8 6, 3 3 8 6 3 �� 3 111 "!a1NUammta11RPUtic 62.0 12 12 12 3CC %/ .1 12 12 12 4 B 9 9 7 v 4 8 8 5► f 4 73.0 11 11 11 / / 3 7 5 3/ 3 Z 0 1/6WITEIILCO �4L7RI�CON EMBIEDMENT 83.0 10 010�0 10 10 / ©10Vorir©10rA'/ffERIENN0�©% �/ /�� 12 12 12 3 6 7 5 3/' '/''��pp3 6 5 EIEl©rAsa 3 ` �37 20 O, 6 5 3 6 5 3" 3 6 5 3 ir ** 620 /Fr" •�%%//%����// /4p0,Ai4 ���, 12 12 12 / 12 12 17,/ 5 12 12 7 0 f;J9 72.0 // 12 12 12 / / Z/� NAIL- MAlµ /�����% 12 12 7 /0 4 10 8 5 O EMBEDMENT 20.0 /�/4%JA//04�%�y/ �; d 12 12 8 4 9 7 4 ;, 3 9 7 4/ = 2 r/ / 9 7 3 9 7 4/ 9 7 4 I6T0 ),00,i 2 0 1272 12 7 ii'Mir 12 1212 12 8 12 12 12112 12 12 9* 720 12 12 12 6 n 12 12 6 r5 10 12 12 9 12 10 6S "" 1•OIBTST - 830 12 12 12 4 /11 0 12 12 9 12 10 6 12 9 5 / I N7��u. 2 12 9 3 , 200.0 11 8 5 3 11 8 Sr 3 11 8 5/ 3 12 9 5� 5 12 9 5% 5 12 9 5% 8 0 0 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS ANCHOR TYPE 2" MIN 4. 9 s,1111ti11 ELMA6 SCREW W/ MINON7SE" OR ammo. SHEAR TO WOOD GRAIN * (111111 \d119AA6IMANCH R MSTC I 42M MRl R N A1 .0,11811111111111111. * LCp 1.1poE� FEEI7MALE €OANELMATE" A 1/� 1-7/13. 0 MACHINES EW WI NUT LOAD (W) P.S.F. MAX. (555 NOTE 1) 62.0 MIN 3/4" EDGE DISTANCE SPANS UP TO (SEE NOTE 1) CONNECTION TYPE SEE NOTE 3 Cl C2 C3 C4 C5 12 12 12 12 9 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE SEE NOTE 3 C1 C2 C3 C4 C5 12 12 12 7 SPANS UP TO (SEE NOTE 1) CONNECTION TYPE SEE NOTE 3 C1 C2 C3 C4 CS 12 12 12 5 72.0 12 12 12 12 B 12 12 12 5 4 12 12 11 4 4 83.0, 12 12 12 10 7 12 12 11 4 4 12 12 10 4 3 120.0 12 12 12 6 5 12 12 10 4 3 12 12 10 4 3 200.0 62.0 72.0 83.0 120.0 200.0 62.0 72.0 83.0 120.0 200.0 12 12 12 11 8 6 12 12 12 12 10 12 12 12 11 8 4 12 12 12 12 7 10 12 4 3 4 12 j 12 7 9 12 5 8 72 4 7 8 j/ 5 4 %/ 4 12 12 9 7 6 6 12 12 10 10 10 9 7 4 12 12 8 7 7 10 4 3 4 �j 11 3 5 7// 4 5 j/ 4 4 % 4 4 / 4 12 7 6 6 6 6 12 10 10 10 10 12 10 7 4 4 4 4 12 7 7 7 3 7 5 4 4 4 4 3 4 4 4 4 A ANCHOR NOTES: 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 2. ENTER ANCHOR SCHEDULE BASED ON THE EXISTING STRUCTURE MATERIAL OR EQUAL TO NEGATIVE DISTANCE. SELECT SHUTTER AND SELECT THAN 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. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE IS POST -TENSIONED CONCRETE CONTRACTOR SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE SUCH THAT CABLES ARE NOT DAMAGED. 8. WHERE EXISTING STRUCTURE 15 WOOD FRAMING WOOD FRAMING CONDITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUATE WOOD FRAMING MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY FOR SIDE CLOSURE PIECES. 9. 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 IS 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. 10. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT ON THREADS• • • • • • IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAID TRUSS yEAD, OR WAFER HEAD (SIDEWALK BOLT), U.O.N. • • • • • • • 13. **THE MINIMUM EDGE DISTANCE FOR THE POWERS ZAMAC NAIL -IN EMBEDDED IN HOLLOW CONCRETE BLOCK IS 3-3/4". • • • • • • • • • • • •••• •••• MIN. 2x ANCHOR DIAMETER • PRDDIPIaC.AI�'RLW1MT MAX. 1/2 ANCHOR SPACING ••• %AnCN3111r 1RrgNY9 SPACING PER SPACING PER • • 89Yi n s N • • 11. DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES.** • • 12. *DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVENG MACHINE • • SCREW, NUT OR WASHERED WINGNUT. • ALUMINUM EXTRUSIO • • • • •• • NI. D•Ie • • • • • ••• • V J.W Knezevich 9rofessb.l Engineer FL Ounce No: PE 0041961 S (sheet4 of 51 7 a E T MINIMUM STORM PANEL SEPARATION FROM GLASS A B POSITIVE MAXIMUM MINIMUM SEP. FOR ALL MINIMUM SEP. FOR ALL L DESIGN LOAD STORM PANEL INSTALLATIONS INSTALLATIONS E (W) (P.S.F.) SPAN (FT -IN) LABOVE G ADE GR30' ABOVE 2 (INCHES) GRADE (INCHES) 30.00 5' _ p•• 3" 1" - 30.00 7• - 0•• 3" 1-1/4" 30.00 9. - 0.. 3.. 1-1/2" 30.00 10' - 0" 3" 1-7/8" 50.00 5' _ 0•• 3•• 1-1/8" 50.00 7' - 0" 3'• 1-3/8" 50.00 9' - 0" 3" 1-7/8" 50.00 10' - 0" 3" 2-3/8" 70.00 5' - 0'• 3" 1-1/8" 70.00 7' - 0" 3" 1-1/2" 70.00 9' - 0" 3" 2-1/4" 70.00 10' - 0" 3" 3" 90.00 5• _ 0•• 3" 1-1/8" 90.00 6' - 0" 3" 1-3/8" 90.00 7' - 0" 3" 1-1/2" 120.00 5' - 0" 3" 1-1/4" 120.00 5' - 6" 3•' 1-1/4" TABLE 1 NOTES: 1. TABLE 1 IS APPLICABLE FOR BOTH POSITIVE AND NEGATIVE LOADS. 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. ENTER7pppRE TE�ARRB�LLEN22 WITHIPOSITIVE DESIGN LOAD SEPARTATIO� FROM1griyM STORM SHUTTER T A B 1 STORM PANEL MAXIMUM SPAN SCHEDULE DESIGN LOAD W (P.S.F.) ALL MOUNTING CONDITIONS L MAX. (FT -IN) 73.00 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 125.00 130.00 135.00 140.00 145.00 150.00 160.00 170.00 180.00 190.00 200.00 • • • • • •• • • •• • • • •••• •••• • • • •• • • MONK. B3MS= •••• 000,16108 *MM/YIW • • 06.J OIvY11•••••• • • • • • Aceepaate Bn.o6_o b • • • •• • • • • •J2 •• • a.a •••i•• 04/10/2007• all o aG gliga 9 A o CE¢ Cir a z. 0. h 0 1- 0I J W Knezevich PMesseiW Engineer FL License No, PE 0011%1 2 7 • • •• • • •• • • • • • • • • • 03 AS NOTED 1 M •••• 9e •••• NW Iyry(}- �•~•1b' 1• 07-899•T• •••• :sheet g of 51 • Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-47954 Permit Number: BP2005-335 Inspection Date: 05/03/2007 Inspector: Grande, Claudio Owner: GITTNER, CORY Job Address: 551 102 Street NE Miami Shores Village, FL 33138- Project: <NONE> Contractor: ORONI INC Permit Type: Imported Permit Inspection Type: Final Shutters Work Classification: Addition Phone Number , (305)754-3771 Parcel Number 1132060170980 Block: Lot: Phone: (305)685-0412 Building Department Comments NEW 2 STORY GARAGE AND TWO BEDROOM WITH A BATHROOM Passed Failed Correction Needed Re -Inspection Fee ($75) No Additional Inspections can be scheduled until re -inspection fee is paid. MAY 0 3 2007 Inspector Comments Installation of 3 shutters on 1st floor of addition OK, need revision of Product Approvals for aluminum shutters by Weatherguard instead of galvanized by JJLP. 5/3/07 CG. SEE RIEVIISI ATVCHfE Thursday, May 3, 2007 Page 1 of 2 Miami h r S o es Village ylcc Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING,v- Permit No. .0 PERMIT APPLICATION JUN 0 8 2007 1 ID Permit No. 'FBC 2004 Permit Type (circle): Owner's Name (Fee Simple Titleholder) Owner's Address City l Awl,t BY: Electrical Plumbing Mechanical Roofing s1 41lam s i S 'Res State Tenant/Lessee Name Phone # Zip 3 313 d" Phone # Job 'address (where the work is being done) City j A adF iami Shores Village County Miami -Dade 33 / jgzip FOLIO / PARCEL # .1 1" 3 Z O 6 0 (r 7— d 1? Is Building Historically Designated YES NO X. Contractor's Company Name /Zd ( I Phone # Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Architect/Engineer's Name (if applicable) Value of Work For this Permit $ Type of Work: ❑Additinn : iteration Descri Phone # Square / Linear Footage Of Work: ❑New Ci Jcr r (/77 t ram► r Mc-ti4v / 7,G 1-1 (WA/ k/0A `S) qhviNa ********************************* e ❑ Repair/Replace ❑ Demolition C�fiEiu s a�Grt�n`�d Submittal Fee $ Permit Fee $ i r CCF $ CO/CC Notary $ Training/Education Fee $ Technology Fee $ Scanning $ Radon $ DPBR $ Zoning $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due $ See Reverse side -a 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 is el 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 meetthe 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 7 COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant mz tst promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the pers;Qf 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 Signature Owner or Agent Contractor The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of , 20 , by , day of , 20 , by 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. - as identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Print: My Commission Expires: My Commission Expires: APPLICATION APPROVED BY: (Revised 02/08/06) Plans Examiner V Engineer Zoning • • • ••• • • • ••• •• •• • • •• • •• •• • • • • • •• •• •• •• • • • •• ••• •• • • • • • • • • •• •• • • • ••• • • •• • • • • • MAMI aGDE•• • I AMI-D�DE•C•gUNTY, FLORIDA COUNTY • • METRO-DADE FLA�GLER BUILDING . PW• • ••. . . . • 1 • • . ....•.... ... BUILDING CODE COMPLI ti i FFI t t ' .' ' .' 140.1i IS�.E�LAGtri1 S� REET, SUITE 1603 PRODUCT CONTROL 11 ' 1 't .fir` , ;..i,•,1 .i, 1, i n rT, SUITE t �_ 60: NOTICE . 1t S . Weath ; ducts, tnc�`J • • jflLjji 9�0 !te �� .i �• .. _{•�y ei•+ �� he- orida 33411 � JUN 0 8 2001 11-9 ISPECTflON ci , state and the following statement: "Miami -Dade County 'roduct Control Approved", unless otherwise noted erein. RENEWAL of this NOA shall be conside P ° ROVED; ; a., .. ' �. . -.-. •has been no ,P BY: -- OA is being issued under the applicable rules and regulations governing the use of construction materials. he 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 product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 0.063" (min.) Aluminum Storm Panels Shutter APPROVAL DOCUMENT: Drawing No. 07-309, titled " 0.063" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by J. W. Knezevich, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product ControLDivision. MISSILE IMPACT RATING: Large j iTsilyittnpact LABELING: Each panel shall bear a permanent label witaithennEitufaetaitrapame or logo, change in the applicable building code negatMIAlificifyikiigitie performance of'this product. TERMINATION of this NOA will occur Lfter the expiratu n date or it there ras Danwwrevrs o or change in the materials, use, and/or manufacture of the prOinerfDEErss, Misuse of this Nf9A as 'an endorse ent of any product, for sales, advertising or any other I urposes shall automaticall terminate this' OX Fa' ure to comply with any section of this NOA shall be cause f�hMi i3Po ,1 A R, . ' . ADVERTISEMENT: The NOA number feTATEdkiii9 CQUARSIIANEVACINEXTUMMioiid: and followed by the-expirationration- e�ispla . e 'sing literature. It any portion of the NUA di rlayed, then it shall P ERe��d.' e ir-ftsithiirety. INSPEC11ION:iA copys-ofth(sjWire and shall be(available for inspection at the job s rie 1� aD vises 3Venew OA #11240417. s a as well as a s proval document entioned above. 19±TAltimite �� i _' • _ was re 'ewe., b BLDG D SUBJECT STATE AN " 'LIANC VITH ALL FEDERAL JTY RULES AND REGULATIONS 1 be provided to the user by the manufacturer or its distributors e at the request of the Building Official. and consists of this page 1, evidence submitted pages E-1 & E-2 elmy A. Mahar, P.E., M.S. A 0 5 /I o /Zoo7 NOA No 06-0706.17 Expiration Date: 04/18/2012 Approval Date: 05/10/2007 Page 1 WeatherGuard Building Products, Inc. • . .•. . . . •.• .. .• .. . . . • .• . • • • • . •. •. •. •• • . . •• • . . ••.. •. • • • . •• •. . •. •• • • • • • • • •• •• • • .•. • .. • . •.• • . . .... .. • •.•• • • • •• • • • • NOTICE OF ACCEPTANCE: EVJllEf1dE S Tl114;tTEf.: 1. EVIDENCE SUBMITTED UNDER PREVIOUS f1WPPI40\AL, # 9547I?.06 A. TESTS • • • • • • • • • • • •.•••••• • 1. Test report on: 1) Large Missile Impact Test. 2) Cyct a WYrnd Prressmo Test, 3) Uniform Static Air Pressure Test of 0.063" aluminum storm panels x 104" high, prepared by Construction Testing Corp., Report No. CTC-96-008, dated 02/16/96, signed and sealed by Christopher G. Tyson, P.E. B. DRAWINGS 1. Drawing No. 96-47, Poma Corporation, .063" Aluminum Storm Panel Drawing, Sheet 1 through 3 of 3, prepared by Knezevich & Associates, Inc., dated 02/15/96, Revision No. 2, dated 03/25/96, signed and sealed by V.J. Knezevich, P.E. C. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report, dated 11/27/95, for Aluminum Alloy 5052-H36 by Precision Coil Incorporated, with chemical composition and physical properties. 2. Tensile Test Reports from QC Metallurgical, Inc., QCMJob No. 6BM-410, dated February 16, 1996 for Aluminum sample. D. CALCULATIONS 1. Storm panel anchor calculations, pages 1 through 10 of 10 , dated 02/28/96, prepared by Knezevich & Associates, signed and sealed by V.J. Knezevich, P.E. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 99-0219.01 A. DRAWINGS 1. None. (Drawings originally in file 95-0717.06.) B. TESTS 1. None. (Tests originally in file 95-0717.06.) C. CALCULATIONS 1. None. (Calculations originally in file 95-0717.06.) D. MATERIAL CERTIFICATIONS 1. None. (Material certifications originally in file No. 95-0717.06.) E. OTHER 1. Letter issued by Al Purino stating that all documents are unchanged copies of 0.063 " Aluminum Storm Panel submittals, Acceptance No. 95-0717.06. I v. H.ji: A. Makar, P. E., M.S. Product Control Examiner NOA No 06-0706.17 Expiration Date: 04/18/2012 Approval Date: 05/10/2007 E-1 WeatherGuard Building Products, Inc. • • . •.. . . • •.• • .• • .. .• . . •. • . • •. • ... •. • •. • . . •. •. •• .•• . •• •• • . •. . . •• . ..• • . . .... •. . •..• . • . .• . . . • • NOTICE OF ACCEPTANCE: EVIIJ J$i E SCJg1VAWTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS AtP1?RAV4G# 02►-Od1 .116 A. DRAWINGS • SeeNOA99-0219.01 •• • • • • • ••• ••• B. TESTS See NOA 99-0219.01 C. CALCULATIONS See NOA 99-0219.01 D. MATERIAL CERTIFICATIONS See NOA 99-0219.01 E. STATEMENTS See NOA 99-0219.01 F. OTHER See NOA 99-0219.01 4. NEW EVIDENCESUBMITTED A. DRAWINGS 1. Drawing No. 07-309, titled " 0.063" Aluminum Storm Panel ", sheets 1 through 5 of 5, prepared by Thornton Tomasetti, dated April 10, 2007, signed and sealed by J. W. Knezevich, P.E. B. TESTS 1. Test report on Uniform Static Air Pressure Test, Large Missile Impact Test, and Cyclic Wind Pressure Test of 0.063 " Aluminum Storm Panels Shutter, prepared by Hurricane Test Laboratory, LLC, Report No. 0411-1011-05, dated February 09, 2006, signed and sealed by Vinu J. Abraham, P.E. C. CALCULATIONS 1. 0.063 " Aluminum Storm Panels Calculations, Sheets 1 through 45 of 45, by Thornton Tomasetti, dated April 09, 2007, signed and sealed by John W. Knezevich, P.E. D. QUALITY ASSURANCE 1. By Miami -Dade County Building Code Compliance Office. E. MATERIAL CERTIFICATIONS 1. None. my A. Makar, P. E., M.S. Product Control Examiner NOA No 06-0706.17 Expiration Date: 04/18/2012 Approval Date: 05/10/2007 E-2 GENERAL NOTES' 1. THESE PRODUCT EVALUATION DOCUMENTS REPRESENT A LARGE MISSILE IMPACT PROTECTIVE SHUTTER SYSTEM ANALYZED WITH THE PROVISION SET FOR THE ISSUANCE OF A NOTICE OF ACCEPTANCE INOA) BY MIAMI-DADE COUNTY PRODUCT CONTROL DIVISION FOR THE HIGH VELOCITY HURRICANE ZONE (HVHZ) OF THE FLORIDA BUILDING CODE 2001. WITH 2005 8, 2006 SUPPLEMENTS. 2. NO INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS PRODUCT. WIND LOAD DURATION FACTOR Cd = 1.6 WAS USED FOR WOOD 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 PRODUCT EVALUATION DOCUMENTS ARE GENERIC AND DO NOT INCLUDE INFORMATION FOR SITE -SPECIFIC APPLICATION OF THIS SHUTTER SYSTEM. 5. USE OF THESE PRODUCT EVALUATION DOCUMENTS SHALL COMPLY WITH CHAPTER 61G15-23 OF THE FLORIDA ADMINISTRATIVE CODE. 6. THESE PRODUCT EVALUATION DOCUMENTS ARE INTENDED FOR USE ONLY BY A LICENSED CONTRACTOR, PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AND ARE SUITABLE TO BE APPLIED BY THE CONTRACTOR PROVIDED THE CONTRACTOR DOES NOT DEVIATE FROM THE CONDITIONS DETAILED HEREIN AND THE CONTRACTOR VERIFIES THAT FROM THE STRUCTURAL SUBSTRATES NOT HEREIN. CONTRACTOR SHALL VERIFY EXISTING STRUCTURE CAN WITHSTAND SUPERIMPOSED LOAD OF SHUTTER. 7. ANY MODIFICATIONS OR ADDITIONS TO THESE PRODUCT EVALUATION DOCUMENTS WILL VOID THE PRODUCT EVALUATION DOCUMENTS. 8. WHEN THE SITE CONDITIONS DEVIATE FROM THESE PRODUCT EVALUATION DOCUMENTS, THE BUILDING OFFICIAL MAY ELECT ONE OF THE FOLLOWING OPTIONS: A) REQUIRE THAT SITE SPECIFIC DOCUMENTS BE PREPARED SIGNED DATED AND AND JUSTIFYTHETHE DEVIATION. SAID DOCUMENTS SHALL BE ARCHITECT, TTED TO THE PRODUCT ENGINEER FOR REVIEW 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. PRODUCT MARKINGS SHALL BE WITHIN 12" OF ONE END OF THE PANEL WITH A MINIMUM OF ONE MARKING PER PANEL AND SHALL BE PERMANENTLY LABELED AS FOLLOWS, WEATHERGUARD BUILDING PRODUCTS, INC. MIAMI-D E COUNTY PRODPUCCTw/ PPROVED 10. STORM PANELS SHALL BE 0.063" THICK 3004-H34 ALUMINUM ALLOY WITH A MIN. Fy=25.0 KSI OR 5052-H32 ALUMINUM ALLOY WITH A MIN. Fy.23.0 KS!. 11. ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY, U.O.N. 12. ALL BOLTS AND WASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM TENSILE STRENGTH OF 60 K.S.I., U.O.N. 13. TOP AND BOTTOM DETAILS MAY BE INTERCHANGED AS FIELD CONDITIONS REQUIRE. WIDTH UNLIMITED (PERPENDICULAR TO PANEL SPAN) APPROVED HEADER APPROVED SILL LABEL LOCATIO 1.369" 1.87" :. , 1.87"1, SEE NOTE No. 10 118 12.00" PANEL COVERAGE OFULL ALUMINUM STORM PANEL SCALE. 3"=1'-0" Oh" HEADER SCALE+3'=1'-0" .07" LABEL. LOCATIO 1.369" 2.251" OHEAVY "h" HEADER BUILD -OUT "h" HEADER 4 SCALE: 3" = 1' - 0" 5 SCALE: 3" = 1' - 0" 05" .25" MATERIAL: ZAMAC 3 ALLOY 0.275 .313" 184" 1-.275" .093" TYP. ,, 1.87" ), OHALF ALUMINUM STORM PANEL 2 SCALE: 3" = 1' - 0" f, 2.251" N I .063" TYP. 2.01" 2.24" R.25 ©U" HEADER U HEAVY "" HEADER SCALE. 3" = 1' - 0" V.„./SCALE:3"=1'-0" TYP.TYP. iry 1/4-20 MACHINE SCREW WITH 7/16" HEX HEAD 8O WASHERED WING NUT KEYHOLE WASHER " TRACK SCALE: HALF SIZE O 1 SCALE: HALF SIZE 0 F" SCALE: HALF SIZE WIDTH UNLIMITED , I (PERPENDICULAR TO PANEL SPAN) 1 TYP ELEVATION SCALE: 1/2" = 1'-0" PANELS MAY BE MOUNTED HORIZONTALLY 1/4-20 MACHINE STUD p 6' OR 12" O.0 2" O1 STUD ANGLE 1 SCALE: HALF SIZE iV .125" TYP. •l:: 2" MIN. • • • 5" MAX. • Q3 •BUILB-OUT AfYQLE • • i•kg`3"=1.-D'••• • • • • • • • • • • • • •• •• • •• • • • • • •• • • • • • • • • • • • ADB&"T latvI8 b • • • • molownida • 06!0 o6./Z.. • biz• • •• J.W Knezevich P.amon E.y"«. FL Limns* i'iF 91 04/10/20071 AS NOTED 4 07 309 sheet 1 of 5 • • • EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. (TYP. TOP & BOTTOM) EXISTING GLAZING CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING C4 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING 25" MAX. AOWALL MOUNT SECTION SCALE: 3" • 1' - 0" C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SCHED. BASED ON TYPE OF STRUC. (TYP. TOP & BOTTOM) C4 CONNECTION TYPE EXISTING CONCRETE, HOLLOW BLOCK OR WOOD REFERENCE ANCHOR SCHEDULE FOR MAX. FRAMING. SEE ANCHOR SPACING SCHED. BASED ON TYPE EXISTING CONCRETE, �s OF STRUC. (TYP. TOP & HOLLOW BLOCK OR WOOD �,.c. . td .25" BOTTOM) FRAMING. SEE ANCHOR -,rq= MAX. SCHED. BASED ON TYPE OF STRUC. (TYP. TOP & BOTTOM) EXISTING GLAZING CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OD BUILD -OUT MOUNT SECTION SCALE: 3" = 1' - 0" CI CONNECTION TYPE • • • REFERENCE ANCHOR �` +' • SCHEDULE FOR MAX. ,`,�,,,� • SPACING EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING. SEE ANCHOR SFD. SP.25" OSTRUC. BASED ON TOP TYPE MAX. BOTTOM) 0: W•d X 7 0 N= m 5 EXISTING 3 z GLAZING o. -J C5 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OB TRAP MOUNT SECTION SCALE: 3" . 1' - 0" 0 CONNECTION TYPE CHOR SCHEDULEEFOR MAX. SPAC NG CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OWALL MOUNT SECTION SCALE, 3"=1'-0" CI CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING • • • • • • • • • • • • • • • •• • • • • • • • • EXISTING GLAZING C2 CONNECTION TYPE REFERENCE ANCHOR SCHEDULE FOR MAX. SPACING OE ALT. BUILD -OUT MOUNT SECTION SCALE: 3" : 1' - 0" • • • • •• • • • • • • • • • • • • •• • • • • • • •• •• •• • • • • • • • •••• PRODUCT REVISED • aMMTi j wM rtl• nulls • • • • A�eu�I.00•-0tO6•pa• • E Plr�ui.'.o•te /Ze'o1 L • • • • Masi Ob1dw O J.W. Knezevich vro5ealond Engineer u. License •,111ug•s•i • 5 • • ( 04/10/2007( (ZNOTED I NW I IWK) 07-309 (sheet 2 of S) • • • ALUMINUM ALLOY ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. FASTENER @ 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. & (Qi 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED, FOR ANY ACCEPTABLE ANCHOR) r EMBED. EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING, TYP. FOBUILD -OUT MOUNT CLOSURE SECTION SCALE. 1-1/2" = 1' - 0" EXISTING WINDOW 1/4-20 STAINLESS STEEL BOLT & WING - NUT QO 24" O.C. (TYP.) ®TYPICAL CORNER CLOSURE PLAN SCALE: 1-1/2" - 1' - 0" EXISTING CONCRETE, HOLLOW BLOCK OR WOOD FRAMING, TYP. 1/4-20 STAINLESS STEEL BOLT & WING - NUT (A 24" O.C. (TYP.) j- 1 OVERLAP FASTENER 08 12" O.C. FOR DESIGN LOADS LESS THAN OR EQUAL TO 110 P.S.F. R ((e 8" O.C. FOR DESIGN LOADS GREATER THAN 110 P.S.F. (SEE ANCHOR SCHED. FOR ANY ACCEPTABLE ANCHOR) OPTIONAL LEG DIRECTION EMBED. ALUMINUM ALLOY ANGLE CLOSURE PIECE 1" x 2" x 0.125" MIN. TO 2" x 5" x 0.125" MAX. ®TRAP MOUNT CLOSURE SECTION , SCALE. 1-1/2" = 1' - 0" EXISTING WINDOW 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/8" 6063-T6 ALUM. ALLOY BENT PLATE OK TYPICAL CORNER CLOSURE PLAN SCALE. 1-1/2" = 1' - 0" 1/4-20 STAINLESS STEEL BOLT & WING - NUT CD 24" O.C. (TYP.) TMAX MLAX. EXISTING BAY WINDOW 20 GAGE STEEL BENT PLATE OR 2" x 2" x 1/8" 6063-T6 ALUM. ALLOY BENT PLATE 1" OVERLAP ®TYPICAL CORNER CLOSURE PLAN L SCALE. 1-1/2" = 1' - 0" EXISTING CONCRETE. HOLLOW BLOCK OR WOOD FRAMING, TYP. ON WALL MOUNT CLOSURE SECTION SCALE. 1-1/2" = 1' - 0" • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • •• mower Iai.saTP YomOIM the Mewls* Mewls*. N.�O�-_�Z� s • • • • • • •• • • • • • • • • • • • • • '7•• • 1L • 0 0 1.W. Knezevich Pro/evlonal Engineer FL License", OV I.6• • • •• 04n0/20071 AS A$ NOTED NW dawn by MCR 07-309 1 [sheet 3 of 5) • a 0 J HOLLOW CONCRET ANCHOR TYPE V4"• IT TAPCON WITH /4 0I EMBEDMENT IMIN. 3.192 1•I4% IIId 0II11R1umw-n l/4'O pLCDE�ILALET/ MTH 1�E) E4 MIN. EMBED L 1/4-20yy//N�AHI{CHINE SCRE (MIN. 3. MII P.S.NUCONCRETE) PEIM1111111111198911111N1P 1/4"O ELCO ULTMMRACON W EMOEDMENTIN. (MIN 3320 P.S.L CONO,ElE1 11 NAIL -IN WITHRS 3ZT8" MWAMAC . EMBEDMENT (MIN. 2.000 P.5.1. CONCRETE) Vrx r pC'pNTs SOLI EC 9EDBOLT (M8. 3.000 P.S.I. CONCRETE) IMM111N191191111N111111N.- 1/4"0JTW TAPCON WITH 1-1/4 MIN. EMBEDMENT *PIMEIZMOND- ICP *E [ gam: WITH SL1/4 1P1R1 E/P/I11, L 1/4-20 MACHI S WITH NUT 71 1*** N11NU1111IWW., 1/4WIiBEDNENTOMCON NAIL -I POWERS 2AMAIN. EMBEDMENT 'I :b4to"- -A6A1tteg tr /)'FENDED. ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS LOAD MIN. 2' EDGE DISTANCE MIN. 3' EDGE DISTANCE (W) SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO SPANS UP TO P.S.F. 5'-0" 8'-8" 10'-0" MAX. (SEE NOTE 1) SEE NOTE 1) (SEE NOTE 1) (SEE NOTE 1 (SEE NOTE 1) (SEE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE NOTE (SEE NOTE 3) SEE NOTE 3) (SEE NOTE 3) (SEE NOTE 3 (SEE NOTE 3) (SEE NOTE 3) 1) C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 CS C1 C2 C3 C4 C5 62.0 12 12 12 11 12 12 12 12 5 7 12 12 12 4 6 12 12 12 12 12 12 12 12 5 8 12 12 12 4 7 2.0 12 83.0 12 12 12 9 11 12 12 12 12 12 7 9 12 12 8 120.0 12 12 12 4 6 12 12 8 4 6 12 12 3 5 12 12 3 5 12 12 8 3 5 8 3 5 8 3 5 12 12 12 12 12 12 9 12 12 12 12 4 7 12 12 7 11 12 12 9 3 6 12 12 12 12 12 4 7 12 12 8 3 6 12 12 200.0 12 12 8 3 5 12 12 8 3 5 12 12 8 3 5 12 12 8 3 6 12 12 8 3 6 12 12 72.0 /a 4,4/// AA/// �/ 12 12 12 62.0 12 12 12 11 12 12 12 12 5 8 12 12 /I/I�%/�%/ /////or % r//I 72.0 rrrr 12 6 •�������.' �B�B 83.0 12 12 12 5 - 12 10 6 12 8 5 12 12 12 6 12 12 120.0 12 12 9 3 12 8 5 / 12 8 5 12 12 12 4 12 11 200.0 12 8 5 12 8 5 12 8 5 12. 11 7 3 12 11 62.0 12 12 12 3 7 7 5 6 6 3 12 12 12 5 10 10 72.0 10 10 10 6 6 3 5 4 12 12 12 4 9 9 83.0 9 9 9 5 4 ` 4 3 /� 12 12 12 3 7 6 �� ��„ 9 9 6 7 5 AAA 3 83.0 9 12 12 12 12 4 7 4 3 10 12 8 120.0 2000 620 7 12 12 9 8 8 3 3 3 8 3 6 6 6 6 12 4 7 8 3 6 ®®®BBB 721z Bee 12 MINN 12 12 7 3 6 12 12 12 4 8 12 12 11 3 7 SPANS UP TO 10'-0" (SEE NOTE 1) 7 3 6 7 3 6 7 3 6 5 3 3/3 3 3 70111411161mmmissomismeesmmIBIA®®ti IPIM®®u®®®®uu®®a©u 12 12 12 12 9 6 12 9 6 / 12 12 7 12 12 7 12 12 7 12 12 12 � 7 7 6 �/ - � � 12 12 12 8 8 7 P 7 7 4 11 11 11 6 6 3 �I�I'I/// iI '� 12 12 12 7 7 4 / 6 5 3 4/�� /,�/11 11 11 65 3P 6 4 / 6 6 4 5 3 �Iy�// �I ` 7 7 4 6 4 6 4 ii ��� 5 3 ��/'� ��� 6 4 46 4 �/ 6 4 830 1200 AA //� 40 gr §HAh��4 8 NIP720 3 62 0 'ses ' BBBf sBBBf BBB®BB888.'�i�. 8 6 3 is 72.0 , . . , /.B 8 8 5 B3.D���BBB�GB®e��®®®Beeee�eeee!e 110%H,©0%%'//.©0%%%n0©'//.IauIP111 © 9�/i`�v'�� �h© %�� 6 5 3 6 5 3 111.2,5,: �r%;J�'/���/�%7J���� 12 12 12 6 ,2 ,2 „ /////��//�%'•/D�/� 12 12 12 5 12 12 7 4 9 8 5/ 12 12 121. 1 3 9 7 4 Iligiiiiiil ��9 12 17 43 9 7 412 12 127 12 12 9 12 12 126 12 10 6 12 12 12 5 12 9 5 200.0 112 82 9 3 3 11 8 5/ 3 11 8 5%3 12 12 10 3 3 12 9 5 /f 5 12 9 5/ 12 9 5 5 200.0 11 8 5 3 H B 5 3 11 8 5 120.0 200.0 62.0 2000. 62.0 72.0 83.0 120.0 2000. 62.0 200.0 62.0 72.0 83.0 120.0 200.0 62.0 72.0 83.0 5 12 11 12 11 12 11 9 9 7 6 7 5 7 5 5 12 9 5 5 ANCHOR SCHEDULE FASTENER MAXIMUM SPACING (INCHES) REQUIRED FOR VARIOUS DESIGN LOADS AND SPANS 1 EXIST.STRUC. ANCHOR TYPE LOAD (WI P.S.F. MAX. MIN 3/4• EDGE DISTANCE SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) SPANS UP TO (SEE NOTE 1) (SEE NOTE 1) CONNECTION C1 SEE NOTE C2 C3 TYPE 3 C4 CS CONNECTION C1 (SEE C2 NOTE C3 TYPE 3 C4 C5 CONNECTION C1 SEE C2 NOTE C3 TYPE 3 C4 CS WOOD 2" MIN. B '31111,l\t11a' 62.0 12 12 12 12 9 12 12 12 7 5 12 12 12 5 4 72.0 12 12 12 12 8 12 12 12 5 4 12 12 11 4 4 83.0 12 12 12 10 7 12 12 11 4 4 12 12 10 4 3 LN LLAG S R N Mimi. 11. p1LL " OR OOD GRN QPQRP TO W 120.0 12 12 12 6 5 12 12 10 4 3 12 12 10 4 3 200.0 12 12 10 4 3 12 12 10 4 3 12 12 7 5 4 10 4 3 4 Y ��/ 3 / N.I W,C 11111� WOODeNBSU NI 62.0 12 12 12 4/ 9 9 7 7 7 72.0 12 12 12 3 7 7 4 6 W11N146" a/CN STINEWEA51I INSTALL M N IM SI Y G. D.I. 83.0 11 11 6 5 3 6 120.0 8 8 j 6 4 /` j 6 y 200.0 6 4 6 4 / 6 4 *:o„nlIR(HRNn011= 62.0 12 12 12 7 9 12 12 11 3 5 12 12 7 /j 4 *g killIIINMI�IIIIB1150, L i/ 2 WMAL NTE SCREDYI WITH 72.0 12 12 12 5 8 12 12 7 ' 010 4 10 8 5 �/ j / 4 4 4 4 f' 120.0 12 12 8 j 5 10 7 4 4 10 7 4 200.0 10 7 4 4 10 7 4/ 4 10 7 4 ANCHOR NOTES' 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR SPACING ONLY. ALLOWABLE SHUTTER SPANS FOR SPECIFIC LOADS MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. 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 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. 5. ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. 6. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 7. WHERE EXISTING STRUCTURE IS POST -TENSIONED CONCRETE CONTRACT0I • • • SHALL LOCATE CABLES PRIOR TO ANCHORING AND COORDINATE ANCHORAGE • SUCH THAT CABLES ARE NOT DAMAGED. • -• • • • • 8. WHERE EXISTING STRUCTURE IS WOOD FRAMING,WOOD "AtiltCQNOITIONS VARY. FIELD VERIFY THAT FASTENERS ARE INTO ADEQUA•MWOOee FRAMING • • • • MEMBERS, NOT PLYWOOD. FASTENING TO PLYWOOD IS ACCEPTABLE ONLY, • • FOR SIDE CLOSURE PIECES. • 9. SHALL BE LOCATED IN CENTER OF NOMINFACE x0 4" (MINFRAM__ ) U 1 0651. FASTENER" • • • EDGE DISTANCE (5 ACCEPTABLE FOR WOOD FRAMING. WOOD STUD SHALL BE "SOUTHERN PINE" G=0.55 OR GREATER DENSITY. LArj scipiws SHALL • • • • HAVE PHILLIPS PAN HEAD OR HEX HEAD. NEy pF 10. IMACHINE SCREWSHSHALL ND MAY HAVE EITHER 1/2" PANHHEAD TRUSS HEAD. OR • • • •• • WAFER HEAD (SIDEWALK BOLT), U.O.N. •• • 11. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT •ACCEPTABLE USES• • • 12. * DESIGNATES ANCHORS WHICH ARE REMOVABLE BY REMOVING MACHINE • • • SCREW, NUT OR WASHERED WINGNUT. 13. **THE MINIMUM EDGE DISTANCE FOR THE POWERS ZAMAG NAIL�IN EIMBEDDED • IN HOLLOW CONCRETE BLOCK IS 3-3/4". • • • • • • MIN. 2x ANCHOR DIAMETER • MAX. 1/2 ANCHOR SPACING •• !kid.;II Code IPiwY►y►jSNIEI• SPACING PER SPACING PER Aapayaee 6-0 /oDMA ALUMINUM ANCHOR FROM EXTRUSIO SCHED., TYP. • • REVISED • • Nei 8 -Acr4 gi dO Lj A5iC 9p, NMR A -8 F3 -J CO 0 7 Thomton Tomasetti Inc. 0 2. V [J.W Knezev(ch miat«ul Engineer R Ikeme PM, iF BOOM • • • f� • • • • • 1211111111 llew 04/10/2007j (A1 NOTU) J M NW) few MCRJ 1 Iw/I I 07 309 (sheet 4 of 51 T MINIMUM STORM PANEL SEPARATION FROM GLASS A B POSITIVE L DESIGN LOAD E (W) (P.S.F.) MAXIMUM STORM PANEL SPAN (FT -IN) MINIMUM SEP. FOR ALL INSTALLATIONS AGRADE MINIMUM SEP. FOR ALL INSTALLATIONS GR30' 2 OV BE (INCHES) ABOVEAN GRADE (INCHES) 30.00 5' - 0" 3" 1' - 30.00 7' - 0" 3" 1-1/4" 30.00 9' - 0" 3" 1-1/2" 30.00 10' - 0" 3" 1-7/8" • 50.00 5' - 0" 3" 1-1/8" 50.00 7' - 0" 3" 1-3/8" 50.00 9' - 0" 3" 1-7/8" 50.00 10' - 0" 3" 2-3/8" 70.00 5' - 0" 3" 1-1/8" 70.00 7' - 0" 3'• 1-1/2" 70.00 9' - 0" 3" 2-1/4" 70.00 10' - 0" 3" 3" 90.00 5' - 0" 3" 1-1/8" 90.00 6' - 0" 3" 1-3/8" 90.00 7. - 0•. 3" 1-1/2" 120.00 5' - 0" 3" 1-1/4" 120.00 5' - 6" 3" 1-1/4" TABLE 1 NOTES: 1. TABLE 1 IS APPLICABLE FOR BOTH POSITIVE AND NEGATIVE LOADS. 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 SIpplAIE `1 . itir I STORM SHUTTER T A B 1 STORM PANEL MAXIMUM SPAN SCHEDULE DESIGN LOAD W (P.S.F.) ALL MOUNTING CONDITIONS L MAX. IFT-IN) 73.00 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00 115.00 120.00 125.00 130.00 135.00 140.00 5' 0" 145.00 5' - 0" 150.00 160.00 170.00 180.00 190.00 200.00 • • • • • • • • • • • • • • • •• • • • • • • • • •• • • • • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • • • • •• • • • •••• PIWOucr •••••• aw,y14 •I\ M /1. I EzAerecenu.o -o 061)••i •hales ... 43438.. Og gig g' o Li.y QM zF INS a cc 0 co .i7 0 0i J.W. Knezevlch Profevinal Engineer R Elun•N.! IMA • • • • • • • • 2 i • ■ ChM mum 04/10/2007,, AS NOTED leb NW "'"' MCR) clucked by IWI( wawa m 07-309 sheet 5 of 5J Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No. er- 33 Job Name GI /hi e J"' n f2evim 551 Airio2 Si; STRUCTURAL CRITIQUE SHEETS s-/3lrbs pits Za4n o I ,6e Gl-lipre-vec 1 /Ae z;-omp kle .'Gam 1 %a-1 prad c_,{ win d v-w$ , Goo o,S! S 1'7v4 .+'> �'/S / /the p %1 -d le orfr-a elers D'YAle '� M1 /s ftro f c ei'. Ware_jikdf fli ' vs are Y-4/ l�L /Yl 9 6�J ,mow a..k -et e: x is ', J4-1) due. Me 25 % , ParL A •I S r b.1(,•U,,