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1200 NE 91 Terr (14)Date Legal Description °K y 26 State # Architect/Engineer Bonding Company Mortgagor Square Ft. My Commission Expires: PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Job Address !?-,. ,iJ 9 ) r R Tax Folio / I-- 3 c).i --- 0 — o V Owner/Lessee / Tenant P . " LA, .. 0 ,r C� { _ A Owner's Address /2 5 /eT 1 / l R • Contracting Co. ,A// :3/- 1t,'4 rG% i. t'r rI L 4 /iG Qualifier f //l ' , Municipal # /` fl r iii 61 d• Ass or" /1'1 //4 '/r Historically Designated: Yes ss# n 7/ , ma c', Competency #C6 (,e.; "/e 3 /JIns. Co. r Address 6 y/ ;• A Address Address No Master Permit # L 1.5 4 C� 5 - � � 1 s="6 Phone Address 1 Flo - ,�' L : Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION h/C Q I C- - Iy 7-1 du - L S 7‘ ' Estimated Cost (value) �= C� WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO 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.) Application is hereby made to obtain a permit to do work and installation as indicated above, and on the attached addendum (if applicable). I certify that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that separate permits are required for ELECTRICAL, PLUMBING, SIGNS, POOLS, ROOFING and MECHANICAL WORK. 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-. Furthermore, I authorize the above -named contractor . do the work tated. /,/ • er and/or Con vPresident Date d Notary as to Owner and/or Condo President Date ;t s%,, Erodes B. Conrad 4V iaN MY COMMISSION # CC813392 EXPIRE; January 14, 2001 60N0E9 VW TROY FAIN R!SURAt'C`.' +•' a• . of ' • trpc for 9un�e: N otary as to Contractor or Owner- Builder My Commission Expires: S Ermareo B. Conrad MY COMMISSION # CC813392 EXPIRES • &. '" January 14, 2001 RON0E° TNRU TRW PAIN INRURANC:. Pd . , ? FEES: PERMIT 1 2-3 RADON C.C.F. n 0 NOTARY c TOTAL DUE / 2. APPROVED: Zoning Building Mechanical O r) Electrical Date Date I Plumbing Engineering 3s x -7 3) 39 9 lo ,76 X I° , ( ) U•t O IC `f./ cG3 '5; ' 6 z ' 16-(5 x63 f7.7xg r (7, _3 _ )( _J 2 3 81(2-1 . PAl eL _.� 450 West McNab Road Fort Lauderdale, Florida 33309-2113 (305) 974 -3300 N.O.C. -$500. d (Tes/No).... —1__ Isaac. JpproTal. P.egcirad (Tea/No) TER TYPE: ‘2, J OF OPENINGS ABOVE GRADE: All less than LDING WIDTH x DEPTH: / X (1 1 1 ( � (2- 1 ( (3 l 1 c )- t4) 754 1, 2 a 7 ) � l L f PREPARED BY: e tU IlEAN ROOF HEIGHT: / ci 1 Fstalds1d49l4 ' 710 METRO-DADE r .�, a zzay^ 1 PRODUCT CONTROL NOTICE OF ACCEPTANCE All Broward Hurricane Panel Company 450 West i:YlcNab Road Ft. Lauderdale FL 33309 Your application for Product Approval of: 20 ga Corrugated Galvanised Steel Storm Panel under Chapter 8 of the Metropolitan Dade County Code governing the use of Alternate Materials and Types of Construction, and completely described in the plans, specifications and calculations as submitte, Applicant, along with DrawingNo. 94 -98.1 sheets 1 and 2 of 2. (For this Notice of Acceptance) Drawing or listing, see Section 8 has been recommended for acceptance by the Building Code Compliance office to be used in Dade County, Florida under the specific conditions set forth on pages 2 et. seq. and the Standard Conditions on page 3. This approval shall not be valid after the expiration date stated below. The Office of Code Compliance reserves the right to secure this product or material at anytime from a jobsite or manufacturer's plant for quality control testing. If this product or material fails to perform in the approved manner, the Code Compliance Office may revoke, modify, or suspend the use of such product or material immediately. The applicant shall re- evaluate this product or material should any ammendments to the South Florida Building Code be enacted affecting this product or material. The Building Code Compliance Office reserves the the right to revoke this approval, if it is determined by the Building Code Compliance that this product or material fails to meet the requirements of the South Florida Building Code. The expense of such testing will be incurred by the manufacturer. Acceptance No.: 97- 0212.06 (Revises No.: 94- 1115.03) Expires:03 /14/98 Raul Rod'iguez Product Control Supervisor THIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMITTEE This application for Product Approval has been reviewed by the Metropolitan Dade County Building Code Compliance Department and approved by the Building Code Committee to be used in Dade County, Florida under the conditions set forth above. Approved: 03/13/97 METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MIAMI, FLORIDA 33130 -1563 (305) 375 -2901 FAX (305) 375 -2908 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372 -6339 Director Building Code Compliance i ): Metropolitan Dade Count•,. vi-u212.00 APPROVED MI 1 3 1997 EXPIRES March 14. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a galvanized 20 ga. steel storm panel designed to comply with the South Florida Building Code Impact Test Requirement and ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", for the following locations: 1.1.1 Non- coastal building zone. 1.1.2 Coastal building zone. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 94 -98.1, Sheet 1 of 2, using 20 ga. galvanized steel (0.035" thick), with Fy =40 ksi min., conforming to ASTM A446, structural quality grade C. 2.2 Panels (Part 1) are rolled formed, have a nominal width of 13.00" and a total width of 14.25 ", forming 1.87" deep ribs 2.3 Components shall be aluminum alloys 6063 -T6, (Part 2) "h" header, (Part 3) "u" header, (Part 4) 2" x 2" x .125 "EAB" studded angle, (Part 5) 5" x 2" x 1/8" angle. 2.4 Tested specimen: Dimensions: 37 1/4" wide x 101" long overall. (3 specimens) 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel (span) height: 101" to be installed only as outlined on drawing No. 94 -98.1, Sheets 1 and 2 of 2. 3.2 Minimum separation to existing glass to protect shall be: 3 1/8 ". 3.3 Maximum clearance between top of panel and inside of header shall be 1/4 ". 3.4 Special Requirement: All panels shall be fastened, using 1/4 " -20 x 1" sidewalk bolt and wingnut, at all overlaps at 1/3 span points. Panel spans smaller than 48" may be fastened only at midspan: 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 4.1.1 Wall Mount (Direct Mount) The panels are secured at the head and sill, either directly to 1/2" x 7/8" Rawl Calk -In anchors embeded in the wall, spaced at 6 1/2" o.c., using 1/4 " -20 bolts and Key Hole Washers (Part 6) (Direct Mount); OR at the head to an "h" header (Pan 2) anchored to the wall, using the tension anchors; and at the sill, to a continuous 2" x 2 " x .125" studded aluminum "EAB" angle (Part 4), using 1/4 " -20 x 5/8" studs w /washered wingnut spaced at 6.5" o.c., which is anchored to the wall, using the tension anchors shown on detailed Drawing No. 94 -98.1, Sheet 2 of 2, Sections A "Wall Mount" and D "Direct Mount ", bearing the Dade County Product Control approval stamp. Mar uel PerC7 P.P. Plans Examiner II Product Control Division - 2a - APPROVED :fl i 3. jag" 7 EXPIRES ✓(arch f 199 N TI E OF A _C'FPTAN E: SPE rFf CONDITIO 4.1.2 Buildout Mount The panels are fastened to the 2" x 2" x .125" continuous studded aluminum angle (Part "EAB ") at the head, using 1/4 " -20 studs w /washered wingnut spaced at 6.5" o.c., this angle is secured with 1/4" -20 machine bolts & nuts @ 6" o.c. to the long leg of used to provide the buildout, this condition is repeated at the sill. �The �2 x 15 aluminum ti 1/8" " angl ngl angle then anchored to the wall as shown on Drawing No. 94 -98.1 Sheet 2 x e are of 2 Mount ", bearing the Dade County Product Control approval stamp 2, Section C "Build -Out 4.1.3 Ceiling/Inside Ivfoun( The panels are secured inside a top track ( "U" header) at the head, which is anchored to the inside of the opening; and fastened to the 2" x 2" x .250" continuous "EAB" studded aluminum angle at the sill, using 1/4 " -20 machine bolt and washered wingnut spaced at 6.5" o.c. as shown on Drawing No. 94 -98.1, Sheet 2 of 2, Section B "Ceiling/Inside Mount" bearing the Dade County Product Control approval stamp. 4.1.4 Any combination of the ab 42 Anchorage of the aluminum angles shall be to concrete, masonry and/or wood framing and shall consist of only the anchors, embedment and spacing specified on Drawing No. 94 -98.1, Sheets 1 and 2 of 2. Substitution of anchor type or indicated embedment is unacceptable and requires to 4.3 be erigineered separately. Fasteners must have their own Notice of Acceptance. Permanent set fastener components, embedded anchor bolts, threaded cones or metal shields, not in use, must be protected against corrosion, contamination and damage at all time. 5. IDENTIFICATION 5.1 Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County. Product Control Approved ". 5.2 Also a Warning Note shall be permanently stamped in each panel advising the home owner or tenant that the storm panels will not offer hurricane protection unless all reinforcing bolts are properly installed. i - UL l %Up 6. USE 6.1 Application for building permit shall be accompanied by two copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 Completely dimensioned drawing showing size and location, including height above grade, of openings to receive shutters; mean roof height, length and width of building. 6.1.3 Duplicate prints of approved drawings No. 94 -98.1, Sheets 1 and 2 of 2, bearing the approval stamp, Notice of Acceptance number and date by Dade County Product Control Section, clearly marked to show the components selected for the proposed installation. 6.2 The Building Official shall ensure the adequacy of shutter to meet the pressure requirement of the opening in which it is to be installed. 6.3 This approval renews Notice of Acceptance No. 94 -1 1 15.03 dated March 30, 1995. Ma uel Perez P.E. Plans Examiner 11 Product Control Division TEST LARGE MISSILE IMPACT TEST SFBC PA 201 -94 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE UNIFORIvM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE DESIGN PRESSURE RATING sinned and sealed by V.J. Knezevich, P.E. - 2b - RESULTS: SATISFACTORY S1013A +93.6 PSF SI013A &S1013B -93.6 PSF S1013A & S10I3B +92.3 PSF S1013 -92.3 PSF 51013 � L APPROVED : } 1 3 1997 March 14, 1993 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS TESTS PERFORMED TESTS: TEST LOAD DESIGN LOAD Deflection +72.0 PSF S &S1013B -72.0 PSF SI0I3A & SI0136 +61.5 PSF S1013 -61.5 PSF SI013 +61.5 PSF -61.5 PSF 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform Static Air Pressure Test of 20 ga. steel storm panels, prepared by Construction Research Laboratory, Inc., Report No.S 1013 dated June 30, 1994, signed and sealed by Vipin Tolat, P.E. 8.1.2 Test report on Large Missile Impact Test, Cyclic Wind Pressure Test of 20 ga. steel storm panels, prepared by Construction Research Laboratory, Inc., Reports No.S 1013A dated June 30, 1994 and No. S1013B dated October 14, 1994, both signed and sealed by Vipin Tolat, P.E. 8.2 Drawing: 8.2.1 Drawing No. 94 -98.1, All Broward Hurricane Panel Co., 20 gage, steel storm panels, Sheets 1 and 2 of 2, prepared by Knezevich & Associates, Inc., dated 06/16/94, with revision No. 8 dated 01/17/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report: Pending Submittal. 8.3.2 Certified Tensile Test Report from ATEC Associates, Inc., Reports 470 -02- 139044 dated June 24, 1994 and X70 -02- !40848 dated September 28, 1994, for 20 ga. steel, tested per ASTM E8 -92, signed and sealed by Peter G. Read, P.E. 8.4 Calculations: 8.4.1 Anchor analysis dated 1/12/95, Page 1 & 2, prepared by Kneze and Associates Inc., Ma uel Perez, P.E. P'nns E\arnHe- I! Product Control Division Max.. 3.10" @ Design 0.79" APPROVED EXPIRES `+`OTT .F OF k FPTANC >: • STANDARD N` Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed and the original submitted documents, including test supporti data, engineering documents are no old years. , older than eight (S ( ) 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, following statement: "Dade County Product Control Approval ", or as specifically stated in the specific conditions of this Acceptance. 3. Renewals of Acceptance will not be considered if: a) There has been a change in the South Florida Building Code affecting the evaluation of this product and the product is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) If the Acceptance holder has not complied with all the requirements of this acceptance, including the correct installation of the product; d) The engineer who originally prepared, signed and sealed the required documentation initially submitted, is no longer practicing the engineering profession. 4. Any revision or change in the materials, use, and/or manufacture of the product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of a revision application with appropriate fee) and granted by this office: 5. Any of the following shall also be grounds for removal of this Acceptance: a) Unsatisfactory performance of this product or process; b) Misuse of this Acceptance as an endorsement of any product, for sales, advertising or any other purposes. 6. The Notice of Acceptance number preceded by the words Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the Notice of Acceptance is displayed, then it shall be done in its entirety. 7 . A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be p rovided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at all time. The copies need not be resealed by the engineer. 3 . Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages 1, 2, 2(a) through 2(b) and this last page 3. I Unless specifically indicated in the Acceptance (approval), this unit is r du approved as single c1 r multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. I I. The spacing of fasteners at window sills shall be as tested. The spacing of fasteners in all other parts of the frame. shall be as tested, but in no case shall exceed 24" on center. The first fastener shall be located at a maximum of 6" from each comer and mullion or stile. Fastener shall fully penetrate the buck, which shall be the same size as the one tested with the unit. No wood or plastic shields or pins shall be used for anchoring. See section four (4) of this approval for sizes of fasteners used in testing. 12. Hardware for all windows and doors shall conform to Security and Forced Entry Prevention, Chapter 36 of the South Florida Building Code. Mam Perez, P.E. Plans E. ' Prod:.4;- CO ._., Di END OF THIS ACCEPTANCE : IJ 199c z 0. • .0 z - N O u ;o W _ - N.T.S. ©WINGNUT SCA1 c , HALF SIZE I t:N 111 ICA 110∎ // C) STORM PANEL SCALE 1 1/-4' - 0'- 1' VIDTH UNLIMITED PERP. Ti] PANEL SPAN) SECTION H 1 TYPICAL ELEVATION °LP4 V!E!V 1 1 OPT IO+AL IAA LING 1.00AT S7. SCALE 1 HALF SIZE MP MOLYtI. OVERLAP FASTENERS cSEE NOTE s 6) BOTTOM MOUNT. = MIN. .085' ©KEY HOLE WASHER EXISTING STRLCTURE ® 2 'h' HEADER SCALE 1 1/4' - 0' -1' 462' 0 'U' HEADER SCALE 1 v4' - (Y-1' AL ANUS. CLOST.RE PIECE 1' x 2' x .125' MIN. TO 2' x S' x .I23' MAX. PLAN VIES/ SGALS• 1 -112' - 1' -0' - By n m ®'EAB' ANGLE SCALE , .1/4' = HIRES! 1. THIS SHUTTER SYSTEM IS DESIGNED :FN ACCORDANCE VITH THE SOUTH FLORIDA BUILDING COTE, 1494 EDITILN. AND TIE 1494 BROVARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCLLATIONS SHALL BE PERFORMED IN ACCORDANCE VITH ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES''. 3. STORE( PANELS SHALL BE 20 GAUGE STEEL, ct = .033'). COM+FLIRMING TO ASTM A446, STRUCTURAL..CUALITY, GRADE C. WITH A MIN. Fy - 40 KS1 BEFORE ROLLING, GALVANIZED IN ACCORDANCE VITN ASTH G90. ALUMINUM EXTRUSIONS SHALL BE 6063 -76 AN_UMINUH ALLOY, U.O.N. 4. PRODUCT MARKINGS SHALL 3E VITHIN 12" OF DNE END CF DE PANEL WITH A HIN. OF ONL MAZKING PCR PANEL AND SHALL BE LABELLED AS FOLLOVS. B H P C O FT.- L W., FL. DA.DE CO..N Y PROD. APPRD. • 5, ALL BOLTS AND VASHERS SHALL BE STAINLESS STEM. WITH A MINIMUM Fy - 33KS1 6. ALL PANELS SHALL BE FASTENED AT OVERLAPS AT 1/3 POINTS (SEE TYPICAL ELEVATION)) HOWEVER,. PANEL SPANS SMALLER THAN 48" MAY BE FASTENED AT HIDSPAN. FASTENERS SHALL BE 1/4 -20 x 1.' SIDEWALX BOLTS V/ DIE CAST ALLR1INLM VAST FRED VINGMJTS. 7. MATERIAL SPECIFICATIONS NOTED FEREIN ARE THE MANLVACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 8. THE DETAILS AND SPECIFICATIONS SHJVH REIN 1EPREsEuT THE PRODUCTS PROPOSE'.) FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTINNG IN CONFORMANCE WITH DADE COUNTY PROTOCOLS PA 201, 203,. AND 202 WITH DESIGN LOADS AS FOLLOWS. • POSITIVE DES IGTI L.BAD + 61.5 PSF NEGATIVE DES I G4 . L.DAD - 61.3 PSF DESIGN BASED !r CRL REPORT ! 51013. S1013A C 5101311. 9. A YARNING NOTE SHALL BE PERMANENTLY' PLACED ON EACH PANEL OR SILL or PANELS ADVISING THE HOME INNER OR TF_NANT THAT THE STORM PANELS VIOL NOT OFFER HURRICANE PROTECTION ULLFSS ALL REINFERCING BOLTS ARE PROPERLY INSTALLED 10. TDP L BOTTOM DETAILS SHIVN MAY BE .INTERCHANGED AS FIELD cre4D1T1OKS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY VHERE APPLICABLE. SHEAR FASTENER e 24'OL EX I S TTNG P 5YfUCT RENEWED ACCEPTANCE c 67 i Z • 06 E.`CPIR lrlov DATE ` r�Rc " L JG PRO ✓• CONTROL D1V1S1Or L.II E CO'.IPLIANCE 01 8 fU V.J Ft. ® ANGLE SCALE 1 1/4' = D' -1' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BU;LDING CODE DATE V _ • 19- By PRODUCT C RTROL DIV!S:0t BUILD :NG - CODE COMPLIANCE OFFICE 1CCEPTANCE 00. Q 1- 115. (Y3 PROFESSIONAL ENGINEER 1C H 2 N s 1 PE 0010983 on to D O l J y U V It c c s r. o u of a U 94 ANGLE TO VALL DETAIL 0 WALL MOUNT SECTION SCALE 1. 1/4'= 0'- 1' vc3D FRAYING 7 TENSION FASTENER ¢EE A.14041OR SCHEDULE) O CANT. V CO D ANGLE TO VALL DETAIL O `/ALL MOUNT SECTION SCALE 1 L4' = 0 '- 1' PAT-ct TO A.3 G LE DETAIL GLASS OR IXICR 1/4' MAX 1/4 -20 MACHINE BOLT 1. V INGN(IT 2 65' 0.C. TYP. TOP L BOTTOM PANEL. TEI ANQE DETAIL GLASS OR DOCR ® CONT. SCALE • 3' = 4 v CO BUILD-CUT CONNECTION mar 3E USED AT ID' USING r' H`tADER e) AS S1-C:N IN All S EC T . EDGE DIST. 4 ' 0 , EDGE DIST. EXISTING STRUCTURE SHEAR FASTENER (SEC ANDKR SCHEDI.LD 1/4 -20 MACHINE BOLT 1. VINQUT 2 6.3' EI.C. EXISTING STRUCTURE Q WALL MOUNT SECTION (BOTTOM) ( MAX. SHEAR FASTENER (SEE ANCHOR SCI- DLLD ® CEILING /INSIDE MOUNT SECTION SCALE r 1/4' • Cr- 1' 2. GLASS OR DOOR i Ar`o .4 TENSION FASTENER (SEE A/40-MR SCHEDLLE) EXISTING S T2LCTLpE o MIN. ?EP BOTTOM CONT. - TYP. b TENSION FASTENER (SEE AtC ScHEDuLD ® CONT. - •TYP. TOP L BOTTCH EXISITNG STRUCTURE • SIDE CLO - SURE REO'D. (SEE PLAN vIEV) • SCALE 1. 0' -1' Atom NrES+ L NIND21H ENBEG`ENT AND EDGE DISTANCE EXCLUDES VALL rw N c a STI3: v LAG SCA'E' -� FAST TO NARR3iv rACE OF S:UD FRA H(NG TASTE SHALL SE LOCATED 1N CENTER Cr =mac sTua. _ - 7. AY'._...,. 'cNAl t 11 INSTALLED IN ACCC�."-.', 'E V1Tn 1/4 -20 MACHINE BOLT L VINGMIT 2 6.3' QC_ (TYP. TOP 1. BOTTOM) uu EN 1./4 -20 NACHDNE BELT 1. MOT (Tip. TOP 1. BOTTOM) BUILD =OUT MOUNT ,SECTION GLASS OR DOOR EXISTING STRUCTURE 1/4'o RAVL CALK -IN e 6 -1/2' oz. v/ 7/8' ENBCDNENt IN O CRETE OR BLOCK PRODUCT RENEWED ACCEPTANCE No. "I r-1 - 62/E.667 EXPIRATION DATE IC3 Cl S By PR'sD • CONTROL DI a itp.N BUILD 1• CODE COMPLIAN . •FFICE D DIRECT MOUNT • SECTION SCALE 1.3'- 1'- 0' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE are DA er PRODUCT CONTROL OIVISEOH BUILDING CODE pMPLIANCE OFFICE ACCEPTANCE NO. ti--015 53 PROFESSIONAL ENGINEER V.J. NEZ ICH Ft. e No PE 0010983 JAN 2 6 1995 0 0. L 0 .0 0 c 8 3 a �—' —' - - �— 94 -98.1 [ J ANCHIR SCHEDULE FASTENER ANCHIR SCHEDULE . 0.•C.) HLZLOV FILM( • ANo-cR DCSCRII'TION ice) ?oaI Elf{ DIET. 1PAN cu IN. rT 2' SPACING REQUIRED CINCHES r EXIST]NG STRUCTURE CONCRETE VCaD FRAMING ANE:NoR DESCRIPTION 1/4'1 RAVL CALK -1N 1/4'o ITV TAPCON ANCI-cR v/ 7/8' NIN. EMBEDMENT V/ 1-1/4" MIN. EMBEDMENT 1 /4'o U.S. SLEEVE ANCHOR V/ 1.' MIN. D0E1, E147 ENE 1/4 VOOD LAG SCREV v/ 1 -7/8' MIN. ENBEDHENT FDGE DIST. IN. SPAN (L) FT . r r r r r 3 4, >r4' (SEE ANo- R NOTE No. 2) L f IDI' !r 13' 13' 6y it r tr 17' ANGLE TO VALL DETAIL 0 WALL MOUNT SECTION SCALE 1. 1/4'= 0'- 1' vc3D FRAYING 7 TENSION FASTENER ¢EE A.14041OR SCHEDULE) O CANT. V CO D ANGLE TO VALL DETAIL O `/ALL MOUNT SECTION SCALE 1 L4' = 0 '- 1' PAT-ct TO A.3 G LE DETAIL GLASS OR IXICR 1/4' MAX 1/4 -20 MACHINE BOLT 1. V INGN(IT 2 65' 0.C. TYP. TOP L BOTTOM PANEL. TEI ANQE DETAIL GLASS OR DOCR ® CONT. SCALE • 3' = 4 v CO BUILD-CUT CONNECTION mar 3E USED AT ID' USING r' H`tADER e) AS S1-C:N IN All S EC T . EDGE DIST. 4 ' 0 , EDGE DIST. EXISTING STRUCTURE SHEAR FASTENER (SEC ANDKR SCHEDI.LD 1/4 -20 MACHINE BOLT 1. VINQUT 2 6.3' EI.C. EXISTING STRUCTURE Q WALL MOUNT SECTION (BOTTOM) ( MAX. SHEAR FASTENER (SEE ANCHOR SCI- DLLD ® CEILING /INSIDE MOUNT SECTION SCALE r 1/4' • Cr- 1' 2. GLASS OR DOOR i Ar`o .4 TENSION FASTENER (SEE A/40-MR SCHEDLLE) EXISTING S T2LCTLpE o MIN. ?EP BOTTOM CONT. - TYP. b TENSION FASTENER (SEE AtC ScHEDuLD ® CONT. - •TYP. TOP L BOTTCH EXISITNG STRUCTURE • SIDE CLO - SURE REO'D. (SEE PLAN vIEV) • SCALE 1. 0' -1' Atom NrES+ L NIND21H ENBEG`ENT AND EDGE DISTANCE EXCLUDES VALL rw N c a STI3: v LAG SCA'E' -� FAST TO NARR3iv rACE OF S:UD FRA H(NG TASTE SHALL SE LOCATED 1N CENTER Cr =mac sTua. _ - 7. AY'._...,. 'cNAl t 11 INSTALLED IN ACCC�."-.', 'E V1Tn 1/4 -20 MACHINE BOLT L VINGMIT 2 6.3' QC_ (TYP. TOP 1. BOTTOM) uu EN 1./4 -20 NACHDNE BELT 1. MOT (Tip. TOP 1. BOTTOM) BUILD =OUT MOUNT ,SECTION GLASS OR DOOR EXISTING STRUCTURE 1/4'o RAVL CALK -IN e 6 -1/2' oz. v/ 7/8' ENBCDNENt IN O CRETE OR BLOCK PRODUCT RENEWED ACCEPTANCE No. "I r-1 - 62/E.667 EXPIRATION DATE IC3 Cl S By PR'sD • CONTROL DI a itp.N BUILD 1• CODE COMPLIAN . •FFICE D DIRECT MOUNT • SECTION SCALE 1.3'- 1'- 0' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE are DA er PRODUCT CONTROL OIVISEOH BUILDING CODE pMPLIANCE OFFICE ACCEPTANCE NO. ti--015 53 PROFESSIONAL ENGINEER V.J. NEZ ICH Ft. e No PE 0010983 JAN 2 6 1995 0 0. L 0 .0 0 c 8 3 a �—' —' - - �— 94 -98.1 [ J ANCHIR SCHEDULE TE) _ FASTENER SPACING REQUIRED CINCHES O.C.) EXISTING STRLC:IRE HLZLOV FILM( • ANo-cR DCSCRII'TION 1 /4 . 0 RAVL CALK - IN 1/4'0 ITV TAPCON ANCNDR V/ 7/8' MIN. EMBEDMENT I V/ 1 - 1/4' MIN. EMBEDMENT 1 /4•0 U.S. SLEEVE ANCHOR, V/ V MIN. EMBEDMENT Elf{ DIET. 1PAN cu IN. rT 2' r 2' r r r L1 r lr � r lr ®� ANGLE TO VALL DETAIL 0 WALL MOUNT SECTION SCALE 1. 1/4'= 0'- 1' vc3D FRAYING 7 TENSION FASTENER ¢EE A.14041OR SCHEDULE) O CANT. V CO D ANGLE TO VALL DETAIL O `/ALL MOUNT SECTION SCALE 1 L4' = 0 '- 1' PAT-ct TO A.3 G LE DETAIL GLASS OR IXICR 1/4' MAX 1/4 -20 MACHINE BOLT 1. V INGN(IT 2 65' 0.C. TYP. TOP L BOTTOM PANEL. TEI ANQE DETAIL GLASS OR DOCR ® CONT. SCALE • 3' = 4 v CO BUILD-CUT CONNECTION mar 3E USED AT ID' USING r' H`tADER e) AS S1-C:N IN All S EC T . EDGE DIST. 4 ' 0 , EDGE DIST. EXISTING STRUCTURE SHEAR FASTENER (SEC ANDKR SCHEDI.LD 1/4 -20 MACHINE BOLT 1. VINQUT 2 6.3' EI.C. EXISTING STRUCTURE Q WALL MOUNT SECTION (BOTTOM) ( MAX. SHEAR FASTENER (SEE ANCHOR SCI- DLLD ® CEILING /INSIDE MOUNT SECTION SCALE r 1/4' • Cr- 1' 2. GLASS OR DOOR i Ar`o .4 TENSION FASTENER (SEE A/40-MR SCHEDLLE) EXISTING S T2LCTLpE o MIN. ?EP BOTTOM CONT. - TYP. b TENSION FASTENER (SEE AtC ScHEDuLD ® CONT. - •TYP. TOP L BOTTCH EXISITNG STRUCTURE • SIDE CLO - SURE REO'D. (SEE PLAN vIEV) • SCALE 1. 0' -1' Atom NrES+ L NIND21H ENBEG`ENT AND EDGE DISTANCE EXCLUDES VALL rw N c a STI3: v LAG SCA'E' -� FAST TO NARR3iv rACE OF S:UD FRA H(NG TASTE SHALL SE LOCATED 1N CENTER Cr =mac sTua. _ - 7. AY'._...,. 'cNAl t 11 INSTALLED IN ACCC�."-.', 'E V1Tn 1/4 -20 MACHINE BOLT L VINGMIT 2 6.3' QC_ (TYP. TOP 1. BOTTOM) uu EN 1./4 -20 NACHDNE BELT 1. MOT (Tip. TOP 1. BOTTOM) BUILD =OUT MOUNT ,SECTION GLASS OR DOOR EXISTING STRUCTURE 1/4'o RAVL CALK -IN e 6 -1/2' oz. v/ 7/8' ENBCDNENt IN O CRETE OR BLOCK PRODUCT RENEWED ACCEPTANCE No. "I r-1 - 62/E.667 EXPIRATION DATE IC3 Cl S By PR'sD • CONTROL DI a itp.N BUILD 1• CODE COMPLIAN . •FFICE D DIRECT MOUNT • SECTION SCALE 1.3'- 1'- 0' APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE are DA er PRODUCT CONTROL OIVISEOH BUILDING CODE pMPLIANCE OFFICE ACCEPTANCE NO. ti--015 53 PROFESSIONAL ENGINEER V.J. NEZ ICH Ft. e No PE 0010983 JAN 2 6 1995 0 0. L 0 .0 0 c 8 3 a �—' —' - - �— 94 -98.1 � t Q d � Ni\Ofic Sao