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735 NE 94 St (5)ACCOUNT /p 5 PAYMENT .6 . BAL. DUE -- • F V W DATE RECEIVED -FROM OO FO ENT � , 012 c2 e 736 95 H CHECK MONEY ORDER • No. _19x09 $ r(qb OLLARS 1182 Date 6 -20 -96 Job Address 735 N.E, 94th STREET Tax Folio 11- 3206 -014 -1990 MIAMI SHORES, FL 33138 Legal Description Historically Designated: Yes No Master Permit # 3 -/ 0f 7 / 33138 Owner's Address 735 N.E. 94th STREET MIAMI SHORES, FL Phone 758 -6056 Contracting Co. 0 V4 /1( F ie.- Address Qualifier SS# Phone State # Municipal # Competency # Ins. Co. Architect/Engineer Address Bonding Company Address Mortgagor Address Owner/Lessee /Tenant FELIPE PEREZ Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION .1 S Th LL ST° f M P/4 K( LS Square Ft./ Signature of owner and/or Condo President Date FEES: PERMIT )4) c: RADON APPROVED: Zoning Mechanical PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Building C.C.F. blPf fry Estimated Cost (value) ) 9 r)l ) 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 to do the work stated. Signature of ntractor or Owner- Builder NOTARY Electrical Notary as to Contractor or Owner- Builder Date Date Notary as to Owner and/or Condo President Date My Commission Expires: M Co1ngu$ * ;on,ir ����� 2A Li TOTAL DUE f 1 7s Plumbing Engineering SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM May 30, 1996 Frank Lubien Building Official 10050 NE 2nd AVE Miami Shores, F1 33138 Dear Mr. Lubien: We are the Dade County Notice of Acceptance Holder for the 20ga. Storm under number 95- 0712.02 Panel This letter authorizes FELIPE PEREZ to use our 20ga. Storm number 95- 0712.02 to be used at the following job: Panel Sincerely, HURST AWNING COMPANY, INC. 5795 N.W. 36th AVENUE • MIAMI, FLORIDA 33142 PHONE: (305) 635 -0900 / 1- 800 - 3270905 FAX (305) 634 -9078 FELIPE PEREZ 735 NE 94th ST MIAMI SHORES, FL 33138 approved under Hurst Awning Company Inc. Frank S. Cornelius Magali Garmendia President or Executive Vice President ' This form must accompany the application for building permit and shall become part of the permit documents. Z The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. D:\PRODCNTL \PCLETTER \INFO \BLDGOFF195SHUEXP.SAM METRO DADE METROPOLITAN DADE COUNTY, FLORIDA 1 S METRO -DADE FLAGLER BUILDING C.' CS" E.IPTA �i� U ;I: €pti I1.1'ta 1'Y@.t i t :a v I �� i1 ►7i Vii' f Hurst Av. ianrag Co., tile. 5795 N.W. 36 Avenue Miami FL 33142 BUILDING CODE COMPLIANCE OFFICE SUITE 1603 METRO -DADE FLAGLER BUILDING 140 WEST FLAGLER STREET MOAM$, 01.01110A 93130983 FAX (305) 375 -2909 PRODUCT CONTROL SECTION (305) 375 -2902 FAX (305) 372-6339 Your application for Product Approval of: 20 ga. Galvanized Steel Storrs: Panels 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 submitted by: Applicant, along with Drawing No. 95 -331, Sheets 1 tlrru 6 of 6. (for listing, see Section 8 of this Noyice of Acceptance) 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 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 Office 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.:95- 0712.02 (Revises No.: 94- 1024.07) Expires:02 /16/98 Approved:01 /11/96 -1- Raul Rodriguez Product Control Supervisor TIIIS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL CONDITIONS BUILDING CODE COMMI'T'TEE 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. Director Building Code Compliance Dept. Metropolitan Dade County JIutst Awning Cu.. Inc, NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 This approves a 20 ga. steel storm panel designed to comply with the South Florida Building Code, 1994 Edition for Dade County, for the locations where the pressure requirements as determined by ASCE 7 -88 "Minimum Design Loads for Buildings and Other Structures ", do not exceed the Design Pressure Rating values in Section 7 and within the limitations contained in Section 3. 2. MATERIAL CHARACTERISTICS 2.1. The storm panels shall be constructed as indicated on approved drawing No. 95 -331, Sheet 1 of 6, using 20 ga. steel, (min. thickness .035 "), structural grade ASTM A446 Grade D, (Fy = 50 ksi min.), Coating: Hot -Dip Zinc- Coated Galvanized ASTM A525, Reg. Spang. G90. 2.2 Panels are rolled formed, have a nominal width of 12.00" and a total width of 13.50 ", forming 2" deep ribs. 2.3 Components shall be aluminum alloys 6063 -T6, "h" header, "U" header, a 2" x 2" x .093" angle, 2" x 2" x .093" studded angles, a 1/8" thick 2" x 5" angle. 2.4 Tested specimen: Dimensions: 38" wide x 102" long overall 49.75" wide x 68" long overall 49.75" wide x 101" long overall 49.75" wide x 136" long overall 3. LIMITATIONS 3.1 The design will be dependent on the maximum panel height of 11' - 4" or 136" for wall, build - out and ceiling /inside mount to be installed only ns outlined on Dwg. No. 95 - 331, Sheets 1 thru 6 of6. For Design Load vs. Panel Span, see Table 1 "Storm Panel Schedule" on Sheet 3 of 6, Dwg. No. 95-331 3.2 from Glass Schedule" Sheet 3 of 6. Dwg. No. 95 -331. u �. II • II 3.3 3.4 Reinforcement: 3.4.1 Panels greater than 33" in length shall be reinforced at midspan by either: a.) a 1" x 1" 16 ga. steel tube extending the whole width of shutter attached with 1/4 " -20 x 3 -1/2" bolts w /die cast alum. washered wing nut spaced at 12" o.c. or b.) 1/4 " -20 x 1" sidewalk bolts w /die cast alum. washered wing nut or jacknut spaced at 12" o.c., dependidg on the separation from glass required as shown on "Typical Elevations" Sheet 1 of 6 and Table "Min. Separation from Glass Schedule" Sheet 3 of 6, Dwg. No. 95 - 331. 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 2 ACCEPTANCE NO.: 95- 0712.02 APPROVED : JAN 1 1 1996 EXPIRES : February 16. 1998 4 ". OMAA Man el Perez, P.E. Plan, xaminer 11 Product Control Division 1hirst Awning Co., Inc. ACCEPTANCE NO.: 95-0712.02 APPROVED : JAN 1 1 1996 EXPIRES : February 16. 1998 NOTICE OF ACCEP'T'ANCE: SPECIFIC CONDITIONS 4.1.1 Wall Mount The panels are secured into an "h" header (Part 2) at the head; and using 1/4 " -20 x 3/4" machine bolts and washered wing nut spaced at 6" o.c. to an aluminum studded angle (fart 6) at the sill, both of which are anchored to the wall, using tension anchors as shown on Section A "Wall Mount's,`Dwg. No. 95 -331, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.2 Z3uildout Mount The panels are secured inside a top track "U" header (Part 3) at the head and fastened to the 2" x 2" .093" continuous studded aluminum angle (Part 6) at the sill, using 1/4 " -20 x 5/8" machine bolts w /washered wing nuts spaced at 6" o.c.; both header and sill are fastened the long leg of a 2" x 5" (max.) x 1/8" aluminum angle (Part 5) used to provide the buildout, using 1/4 " -20 Machine bolts and nuts spaced at not more than 21" o.c. At each fastener location, the angles are reinforced with a 2" x 4" x 1/8" x 4 -1/2" aluminum tube attached with a 1#14 SMS, both angles are then anchored to the wall as shown on Section C "Build -Out Mount ", Dwg. No. 95 -331, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.3 Ceiling /Inside Mount The panels are secured inside a top track "U" header (Part 3) at the head, which is anchored to the inside of the concrete lentil opening; and fastened to the 2" x 2" continuous studded aluminum angle (Part 6) at the sill, using I/4 " -20 x 5/8" machine bolts w /washered wingnut spaced at 6" o.c., which is anchored to a concrete slab or bulkhead as shown on Section 13 "Ceiling /Inside Mount ", Dwg. No. 95 -331, Sheet 2 of 6, bearing the Dade County Product Control approval stamp. 4.1.4 Direct Mount The panels are secured directly to the wall at head and sill using the tension fasteners for direct mount only using size, spacing and edge distance as specified in "Anchor Schedule" embedded into concrete, masonry or wood, as shown on Section G "Direct Mount ", Dwg. No. 95 -331. Sheet 3 of 6, bearing the Dade County Product Control approval stamp. 4.1.5 Wall Mount on Wood Framing This installation is similar to the build- out & wall mount condition but anchored to a wooden substrate using the tension wood anchors as shown on Sections D and E, Dwg. No. 95 -331, Sheet 2 of 6, bearing the Dade County Product Control Approval Stamp. 4.1.6 Any combination of the above, 4.1.7 Additional Mounting Details The following special mounting conditions are also approved with the corresponding limitations noted in each section detail. Sections A thru G on Sheet 5 of 6, Sections A thru F on Sheet 6 of 6, Dwg. No. 95 -331, bearing the Dade County Product Control Approval Stamp. 4.2 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. 95 -331, Sheet I through 6 of 6. Substitution of anchor type or indicated embedment is unacceptable and requires to be engineered separately. Fasteners must have their own Notice of Acceptanc Manu'I Perez, P.L. Plal .xaminer 11 Product Control Division - 2a - nurst Awning Cu.. Inc. ACCEPTANCE NO.: 95- 0817.02 - 2b- APPROVED : JAN 11 1996 EXPIRES : February 23. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.3 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 panel shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Dade County Product Control Approved ". 5.2 Each opening or, in the case of direct mounted panels with no header and sill, each panel shall have a legible permanent marking instructing owner or tenant to secure panels at lap joints with applicable reinforcing: 1" x 1" x 16 ga. steel tube and bolts OR 1/4 " -20 x 1" Sidewalk Bolts w /wingnuts or jacknuts, across the whole width of the opening during periods of Hurricane warning. 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. 95 -331, Sheets 1 thru 6 of 6, 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 revises Notice of Acceptance No. 94- 1024.07, dated 02/16/95. Manuel Perez, P.E. Plans E. niner 11 Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST (102" Span) SFBC PA 201 -94 (w /reinf. bars & bolts) SATISFACTORY HETI- 94 -312c Max. 1.80" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +94.0 PSF HETI- 94 -312c +72.3 PSF ' HETI- 94 -312c CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -95.0 PSF HETI- 94 -312c -73.0 PSF I IETI- 94 -312c LARGE MISSILE IMPACT TEST (103" Span) SFBC PA 201 -94 (w /reinf. bolts only) SATISFACTORY HETI- 95 -401b Max. 2.50" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.0 PSF HETI- 95 -401b +71.5 PSF HETI- 95 -40Ib CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -94.0 PSF HETI- 95 -40 Ib -72.3 PSF HETI- 95 -401b UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 POSITIVE (102" Span) +108.0 PSF HETI- 94 -317b +72.0 PSF IIETI- 94 -317b Max. 0.86" UN IFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (102" Span) -108.0 PSF IIETI- 94 -317b -72.0 PSF HETI- 94 -317b LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (136" SPAN) SATISFACTORY CTC -95 -021 Max. 2.5" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (68" SPAN) -332.8 I'SF CTC- 95 -02I -222.0 PSF CTC -95 -021 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (101" SPAN) -182.0 PSF CTC -95 -021 -121.0 PSF CTC -95 -021 UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEG. (136" SPAN) -93.0 PSF CTC -95 -021 -62.0 PSF CTC -95 -021 LARGE MISSILE IMPACT TEST SFBC PA 201 -94 (101" SPAN) SATISFACTORY CTC -95 -031 Max. 2.1875" CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 POSITIVE +93.6 PSF CTC -95 -031 +72.0 PSF CTC -95 -031 CYCLIC WIND PRESSURE TEST SFBC PA 203 -94 NEGATIVE -93.6 PSF CTC -95 -031 -72.0 PSI' CTC-95-03 1 DESIGN PRESSURE RATING For Design Load vs Panel Span, See Table 1 "Storm Panel Schedule" on Dwg. No. 95 -331, Sheet 3 of 6. Uur:st Awning, Co., Inc. ACCEPTANCE NO.: 95- 0712.02 RESULTS: - 2c- APPROVED JAN 1 1 1996 EXPIRES : February 16. 19.98 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: O-ucu Manu Perez, P.E. Plan ' xarniner 11 Product Control Division Rims( Awning Cu., luc. -2d- ACCEPTANCE NO.: 95- 0712.02 APPROVED : JAN 1 1 1996 EXPIRES : February 16. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 8. EVIDENCE SUBMITTED 8.1 Tests: 8.1.1 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by I- Iurricane Engineering & Testing, Inc., Report No. HETI- 94 -312c, dated September 23, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.2 Test report on Uniform Static Air Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. HETI- 94 -317b, dated September 27, 1994, signed and sealed by Hector M. Medina, P.E. 8.1.3 Test report on Large Missile Impact Test and Cyclic Wind Pressure Test of 20 ga. galvanized steel storm panels, prepared by Hurricane Engineering & Testing, Inc., Report No. I-IETI- 94 -401b, dated January 17, 1995, signed and sealed by Hector M. Medina, P.E. 8.1.4 Test report on Large Missile Impact and Uniform Static Air Pressure Test of "20 ga. steel" storm panels, prepared by Construction Testing Corp., Report No. CTC -95 -021, dated June 9, 1995, signed and sealed by Christopher Tyson, P.E. 8.13 Test report on Large Missile Impact and Cyclic Wind Pressure Test, of 20 Gage Steel Storm Panels, prepared by Construction Testing Corporation, Report No. CTC -95 -031, dated August 31, 1995, signed and sealed by Christopher G. Tyson, P.E. 8.2 Drawing: 8.2.1; Drawing No. 95 -331, Hurst Awning Co., 20 gage, "Steel" Storm Panels, Sheets 1 thru 6, prepared by Knezevich & Associates, dated 6/09/95 with Revision No. 3 dated 12/19/95, signed and sealed by V.J. Knezevich, P.E. 8.3 Material certification: 8.3.1 Mill Certified Inspection Report issued by RAUTARUUKKI OY dated 12/31/94 with chemical composition and mechanical properties for galvanized steel, ASTM A446 -93. 8.3.2 Certified Tensile Test Report from independent lab QC Metallurgical, Report Number SFM -1307 dated 6/14/95 for 20 Ga. steel. 8.4 Calculations: 8.4.1 Anchor analysis dated 7/03/95, Pages 1 through 24, prepared by Knezevich & Associates, Inc., signed and sealed by V.J. Knezevich, P.E. 8.4.2 Anchorage Calculations for 12 additional details /conditions, Hurst Awning Co., Inc., dated 9/19/95, pages 1 through 37, prepared by Knezevich & Associates, Inc., signed by V.J. Knezevich, P.E. Manuel erez, P.E. Plans E Product Control Division iner II • 1111111 Awnim! Cu.. Inc.. ACCEPTANCE NO.: 95- 0712.02 APPROVED : JAN 1 1 1996 • EXPIRES : February 16. 1998 NOTICE OF ACCEPTANCE: STANDARD CONDITIONS 1. Renewal of this Acceptance (approval) shall be considered Mier a renewal application has been filed and the original submitted documents, including test supporting data, engineering documents, are no older than eight (8) years. 2. Any and all approved products shall be permanently labeled with the manufacturer's name, city, state, and the 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 oldie product or process shall automatically be cause for termination of this Acceptance, unless prior written approval has been requested (through the filing of n 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 injts entirety. 7. A copy of this Acceptance as well as approved drawings and other documents, where it applies, shall be provided 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. 8. Failure to comply with any section of this Acceptance shall be cause for termination and removal of Acceptance. 9. This Acceptance contains pages I, 2, 2(a) through 2(d) and this last page 3. 11 ENI) OF THIS ACCEPTANCE -3 t I r 10. Unless specifically indicated in the Acceptance (approval), this unit is approved as a single unit installation. For multiple installation of this unit, a separate Acceptance for mullions is required from the Product Control Section. 11. 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 corner 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 3 3 1e South Florida Building Code. Manue Perez, P.E. Plans Exa 1(iner II Product ontrol Division O HEADER MOUNT DETAIL SCALE 13' = 2' x 2' x 1/8' 6063 -16 GMT. ALUJL TUBE • OMAX. DESIGN LOAD t 72 PSF) 0 2' x 2' x .093 STUDDED ANGLE 1/4'0 RAWL CA -1N 1/441 NACHDE V/ 7/8' NM ENDED. BOLT 16' 0.C. IN CDC. O2 IO LDV BLOCK 9 6' O.C. ScxE s 3.. r-r • tiMm THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL. 04AX DESIGN LOAD t 72 PM x2' It' : 3' it 1/0' 6063 -16 ALIN. TtlK 117T' x 3' v, ~im . 7ir 1 &r16 OR 111.1.01i IL= ST1781 PANEL 1/4' MAIL — 2' x 2' ALUM. TUBE BUILD -OUT o1AX. DESIGN LOAD * 72 PST) 3' xrx /fir xl' -0' 6063 -T6 ALVA . AN= OIAX DESIGN LOAD t 72 PSF) 1/4' -E13 STUD V/ VDIG NUT I 6' DL TO PANEL ANGLE COIECTION STUDDED STORM PANEL 1/4• -20 STUD V / NUT I6' 0.C. ANGLE TD ANGLE 1/4'1 RAWL CALK -IN 1 7 0.C. V/ 7/8' MM EMBED. IN MC ANGLE TO 'U' HEADER BUILD -OUT ASSEMBLY MOUNT ® SCALE • 3' - 1•-0' © SCALE • 3' • ` 2'x2' x.093' STUDDED ANGLE 1/4' -20 STUD L VTNG NUT PANEL TO ANGLE CONNECTION 96'06 EXISTDIG 68.5 3/1640 CALK -IN 3-L /r OJ . V/ 1 MIN. ENBED. IN 004L OR HO.LDV BLOCK V/ 3-3/4' NM EDGE DIST. 2'x 2'x .093' STUDDED ANGLE 2'x3'x1/4'x -6' 6063 -16 AUK ANGLE OR TV0- 7 x3'x1/8" x 0•-6' 6063 -T6 MJ1I. ANGLES CTTP. TOP L LOTTED TVD -2/4'0 TIOU KLTS ALT.. LED =UZI= THOS DETAIL MAT DE USED AT TOP OR BOTTOM OF PANEL. OWL DESIGN LOAD * 72 PSF) • STERN PANEL. 4/12 SMS It 12' D.C. iy z 2 STORM -PANEL SUPPORT BEAM 2' xrx11-0'NAKTw043'. Ts•0.r.A' 6063 -T6 ALUM. LAP BEAM SCALE 1 -1/2' • 1'-O' 1/4•0 RAWL CALK -IN 9 12' at V/ 7/8' N1N. EMBED. INTO CO/CRETE 0 1/441 T)RU 90L7 I 12' O6 ANGLE TD ANGLE COIECTIO 2/4'-20 STUD ANGLE ASSEMBLY SCALE 1 -1/2' • 1'-0' 1/4( F PANEL x r AL STUD ANGLE 1/4'0 DROP -D4 ANCHOR I r D.C. 1N 1CTYL MED. ALT. ASSEMBLY MOUNT SCALE 1 -1/2' • 1'-r PUNCH HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN VDOOJTS FROM THE D4sOlE STORM PANEL INTERIOR FASTENING DETAIL 2'XC1/5' 111 6063 -76 ANGLE T c ANGLLEE 1/4' -20 STUD L VD4G NUT PANEL TO ANGLE CONNECTION 9 6' 06 1/4' -20 STUD V/ NUT It 6'0.C. 2'x 2'x.093' STUD ANGLE APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE Da :. R - leat 1496 =Et THIS DETAIL MAY DE USED AT TOP OR BOTTOM OF PANEL. SY ILA ../i PRODU :NTROL DIVISION CM AX. DESIGN LOAD * PM BUILDING CODE COMPLIANCE 01 ACCEPTANCE NO.Q5 - 4-/ J 12. t a STORM PANEL BUILD -OUT U 2 co 0 VI co N ,- en r- • ° OS b;� • = as U io NZ =O N w N w z s Y u oia GI J W 0a N CY v VJ y D -�' Z °f o W co e ■ N c 0 • aNIMISMNIED V1 PRffF FL 1- 5 W N wiz n • TWO 1/4'0 WOO LAG SCREWS t 24' O.C. MA.. USE 3r• ANSWER E 24 C.C. MA . FOR SPANS 1 5'-6' COLT. 2' x 6' x.125' ALUM. PLATE t W® MEMBER BETWEEN TRUS'S'ES GLASS GR DOOR fi 2'x2'x AL STUD ANGLE v2• 2' I ^ / SCALE 3' = 44 w n (MAX DESIGN LOAD * 72 PSF) i:r STORM PANEL IN VOOD. 'U' HEADER rte— STORM PANEL ---- 2'x4'x1/8'CONT. AL. TUBE (6063 -T6) 'PASS THRU ' - DETAIL O SCALE • 3' a T -0' WOOD ROOF TRUSS OR FRAMING MEMBER STUCCO FINISH OR PLYWOOD] SOFFIT ' -- 1 THRU BOLT t lr O.C. Lieo IdIrm4 7/B MDt EMI M CC C. DR HOLLDV BLOCK OR 1/441 LAG SCREW 2 24' GC V/ 1 -1/2' MIN. EMS. IN VOID 2' x r x 1/8' COLT. ALUM ANGLE 6063 -T6 (MAX. DESIGN LOAD t 72 PSF) 1/4' MAX c+r1 -777 r`rl i 1Cr` T I DETAIL MAX 1/8' TILE FINISH MATERIAL 3/4' PLYWOOD 1/4'0 RAWL CALK -IN 2 5' O.C. VITN 7/8' MIN. ENB. IN COC. OR 1G1.D1i BLOCK OR L4'0 LAG SCREW e 1r 0.C. V/ 1 -Lr IQ EMS. STORM PANEL 2'x2'x.093' AL STUD ANGLE TWO-3/16' ALUM. POP RIVETS 8 12' 0.C. TWO 1/4'• WOOD LAG SCREWS t 24' O.C. MAX. PANEL SPAN a t'-6' USE 3144 ANCHOR t 24 O.C. MAX. FOR SPANS 2 5'-6' 1' x 6', 2' x 6' 1 /8' CONT. AL. TUBE (6063 -76) 014SM 1/4'11 RAVL CALK-IN 1 6' 0.C. V/7/8' MDR. EMB. DI CONC. SCALE i 3' = 1' !OILT THIS DETAG. NAY BE USED AT TOP OR IOTTO4 Cr PMEL 01AX. DESIGN LOAD t 72 PSF) EDGE MOUNT DETAIL SCALE r 3' • 1' .. r y 7 A . A -40( 4/ C7m4lii -.7 - - - --1 1 A I T —TT nr'i ►�, i t-('� t I � A I i . SOFFIT 1 i L NNt- , tai\ £! 7 i AI1- 2'x 2'x.093' STUDDED ANGLE 2' x3'x1/8'OR 2' x 3' x L8' 6063 -T6 ALUM. ANGLE 2'x3'x LIP TO 2'x5' x 1/8' 6063 -76 AL ANGLE W 1/4'0 STUD 8 1r O.C. OPTIONAL STERN PANEL WOOD ROOF TRUSS OR FRAMING MEMBER STUCCO FINISH OR PLYWOOD SO'FIT ACCESS HOLE (TIP) 'U' HEADER 1/4' MAX SCALE 3' .• 1'-O• STORM PANEL 5/16' 0 RAWL CALK -IN 2 5' 0.C. V/ l' MOIL EMII. INTO COC LR NOLLOW BLOCK 2' ANGLE 6061 -76 ALLW. V/ 1/410 STUD 1 12' GC. THIS DETAIL MAY BE USED AT TOP OR BOTTOM OF PANEL (MAX. X511474 LOAD * 72 PSF) EDGE MOUNT DETAIL G T :: Q ' mr/ • CU ??COVED AS =PLYING WITH THE (MAX. DESIGN LOAD f 72 PSIi SOUTH FLC':DA 3U!LD•.h;S CODE _ _ _ BUII 1 SCALE 3' = 1'-0' ANGLE BUILD —OUT A . SCALE 3' • =1'-0' -_ -- STERN PANEL LW* THRU BOLT ANGLE TO ANGLE CO•ECTIO4 e 12' D.C. 2'x2'x.093' STUDDED ANGLE 1/4' • RAVL CALK -DV t 6' G.C. V/ 7/8' Imo EMIL D4 CEC OR OR HOLLOW BLOCK 2' x 3' x 1/8' CENT. ANGLE 01 2' X 5' x 1/8' ANGLE 6063 -T6 ALUM V/ 1/4' • TIM BOLT T2 ICAD3P. a LT' c :. 1/4' MAX PANEL OCIET THIS DETAO. MAY BE USED AT TO' OR BOTTOM Or PANEL 04AX. DESIGN LOAD t 72 PSI) 1/4'0 RAVL CALK-IN 2 6' O.C. V/ 7/8' MD4. 043. DIM CO C. 01 Ift DV BLDC1'. (TYP. TO' L sumo ✓ x 3' x 1/8' 0R 2' x 5' x 1/8' COT. ANGLE 6063 -16 ALUM. (TYR TIP • 8071040 SY O ^' MTEOL DIV�S!O4 ?hlrv:.V. �• BUILDING CURE COMPLIANCE OFFICE A �•bt M•. 95-331 W > o Q Q ►_ - C)a' M U') Di La- Z• in X o b 2 -I a+r.I 1 I OMAGH PAC FL Lc**** PE de scale rrawn by AS MOIL! m 1 y .m .X 1 short 5 of 6 I/ SWAR FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) FASTENER ANCHIR SCHEDULE 3' EDGE DISTANCE EXISTING STRUCTURE CONC roam+ 71:11+ ✓/ SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) 1/4.0 RAWL ZAMAC NAIL -IN W/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAWL CALK -IN W/ 1 -1/8' MIN. EMBEDMENT EXISTING STRUCTURE CONCRETE ANCHOR DESCRIPTION 1/4'0 ITV TAPCON W/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAWL STEEL DROP -IN W/ 1' MIN. EMBEDMENT 1/4 RAWL ZAMAC NAIL -IN W/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAWL CALK -IN V/ 1 -1/8' MIN. EMBEDMENT 1 / ITV RED -HEAD SL SLEEVE W/ 1 -1 /8' MIN. . EMBEDMENT 14' HA 1/4'' S..S5. . MACHINE D T W/ 1 1 -1/4' MIN. EMBEDMENT LDAD 00 SPIN Cu 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. •156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAiC. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 5' -8' MAX. 12 iz 7 10 S 7 12 12 12 12 12 12 12 10 6 iz iz 8 12 9 10 6 7 6 - - 8 8' -5' MAX. 12 7 3 5 iz 8 10 9 12 4 6 3 4 12 10 8 7 5 12 12 7 5 - - 3 - - / U' -4' MAX 8 11 4 5 12 IZ ],V6./ 8 4 7 ll 3 5 4 12 12 7 6 5 4 9 11 4 5 3 3 6 - EXISTING STRUCTURE EXISTING STRUCTURE HOLLOW BLOCK WOOD ANCHOR DESCRIPTION 1/4'0 ITV TAPCON W/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAWL ZAMAC NAIL -IN W/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAWL CALK -IN V/ 1 -1/8' MIN. EMBEDMENT 1/4'0 ITY REDHEAD EEVE C Y/ 1 -1/1/8 MIN. . EMBEDMENT 1/4 WOOD LAG SCREW W/ 1 -7/8' MIN. EMBEDMENT /4'6'0 CH Y/ 1/4 0 S'SS. . H MACHI NINS N E SCREV Y/ 5/8 MIN. EMBEDMENT LOAD (V) SPIN (L) 72 PSF 156 PSF 230 PSF 72 PSF 156 PSF 230 PSF 72 PSF 156 PSF 230 PST 72 PSF 156 PSF 230 PSF 72 PSF 156 PSF 230 PSF 72 PSF 156 PSF 230 PSF MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. �PMONI�MM�IIMIPAPIMIrd1711MIEPXIMINIPIPPP- PPP.' �'" i�' P' = ® 5' -8' MAX. T 8' -5• .MAX. 11'-4: MAX. - ®��� 72 PSF MAX. 156 PSF MAX. ® ®��� - -10 -� 230 PSF MAX. ����� 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. WV- I/ SWAR FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) L/ a""I EXISTING STRUCTURE CONC ANCHOR DESCRIPTION 1/4'0 ITV TAPCON V/ 1 -1/8' MIN. EMBEDMENT 1/4 RAVL STEEL DROP -IN W/ 1' MIN. EMBEDMENT 1/4.0 RAWL ZAMAC NAIL -IN W/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAWL CALK -IN W/ 1 -1/8' MIN. EMBEDMENT 1 / S SLEEVE Y/ 1 -1/8' / 4 ' 'MATS R / 1/4.0 . S.S. S. MACHINE SCEV Y/ 1 -1/4' MIN. EMBEDMENT ITV RED -F AD ANCHOR MIN. EMBEDMENT L D : . D (V) SPAN c u 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. ( 23G PSF MAX. 72 PS , MAX. 156 PS MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. SC PS MAX. 72 PS- MAX. :56 PSF MAX. 230 PSF MAX. 7Z P5! MAX. !Si PS- MAX. 23C PSF MAX. 5' -8' MAX 6 7 12 6 4 7 3 4 8 8 5 6 - - 8' -5' MAX 10 11 4 5 3 3 8 1z 4 8 10 3 4 3 8 8 4 2.5 11 11 ll' -4' MAX. 8 3 4 IZ 6 9 12 6 6 3 4 8 4 25 - EXISTING STRUCTURE HOLLOW BLOCK WOOD ANCHOR DESCRIPTION 1/4'0 ITW TAPCON W/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAWL ZAMAC NAIL -IN W/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAVL CALK -IN W/ 1-1/8' MIN. EMBEDMENT 1/4'0 ITY RED SLEEVE ANCHOOR R W/ 1 -1 /8' MIN. EMBEDMENT 1/4'0 WOOD LAG SCREW W/ 1 -7/8' MIN. EMBEDMENT /4'6'0 S.S. MACHINE CH W/ 1/4 . M SCREV W/ 5/8' MIN. EMBEDMENT LDAD (V) SPAN (L) 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 5' -8' MAX. 8 11 3 5 7 12 3 6 / 10 9 4 4 3 L 12 6 6 4 4 12 I2 12 6 9 4 6 6 4 5 3 3 8' - 5' MAX. / 5 9 / 7 6 3 3 9 9 4 4 12 8 9 4 6 6 _ 12' -4' MAX. 4 5 / 3 6 /3'''''..-6"-' / 5 4 /�/ 7 3 3 X 6 7 3 4 4 - • r T =A.:, � - ANA MITE'S& L ENTER TABLE USING NEGATIVE DESIGN LOAD M AND SPIN Q) FOR SPECIFIC OPENING. 2. MIN1N.JI EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH OR STUCCO. 3. WHERE LAG SCREVS FASTEN TO NARROV r A;z OF STUD FRAMING, F AsTaziT. 5 ALL BE LOCATED IN CENTER OF WOOD STUD. 4. ANCHORS SHALL BE INSTALLED 1N ACCORDANCE TWI MANUFACTURERS APPROVED AS COMPLYING WITH THE SOUTH FLORIDA 3UILDING CODE DATA : GU��lg94 PV PFODUC NTROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE 45- 11 _ (12: . - 0 ( scalr et Ulna Fr 4-4-05 [ brawn by t .LW 1 V.1 XM ZEVIPI PRfiE3SENAL EMGDEER ' F1. Ixe+ise /Nor PE W1(1983 iaweq no 95 -331 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LDAD(V) (PSF) ACTUAL SHUTTER SPAN (L) MINIMUM SEPARATION 30' INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) MINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) (FT - IN) BAR NO BAR ND BAR 40.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -5/8 11 - 4 N.A. 2 -1/2 2-1/2 50.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -5/8 11 - 4 N.A. 2 -7/8 2 -7/8 60.0 5- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 1 -3/4 10 - 11 N.A. 2 -7/8 2 -7/8 70.0 5- 0 2 2 -1/2 1 -1 /4 8- 5 2 2 -1/2 1 -7/8 10 - 1 N.A. 2 -5/8 2 -5/8 80.0 4- 0 2 2 -1/2 1 -1/4 8- 5 2 2 -1/2 2 9 - 5 N.A. 2 -1/2 P -1/2 90.0 4- 0 2 2-1/2 1 -1/4 8- 5 `• 2 2 -1/2 1 -3/8 9 - 5 N.A. 2 -1/2 2 -1/4 100.0 4- 0 2 2-1/2 1 -1/4 6- 0 2 2 -1/2 1 -3/8 8- 5 2 -1/4 2-1/2 2 -1/4 110A 4- 0 2 2 -1/2 1 -1/4 6- 0 2 2 -1/2 1 -1/2 8- 0 2 -1/8 2 -1/2 2 -1/8 120.0 4- 0 2 2-1/2 1 -1/4 6- 0 2 2 -1/2 1 -1/2 7 -8 2 2-1/2 2 STORM PANEL SCHEDULE NEGATIVE DESIGN LOAD W (PSF) FOR MOUNTING ALL M CONDITIONS FOR STUD ANGLE MOUNTS AND DIRECT MOUNTS (TOP & BOTTOM) L min. (FT -IN) L riln. (FT -IN) 40.0 11 - 4 11 - 4 50.0 11 -4 11 -4 55.0 11 - 0 11 - 4 60.0 10-1 10 -11 70.0 8 -7 10- 1 80.0 7 -6 9 - 90.0 6 -8 8- 11 100.0 6- 0 8 - 5 110.0 5 -6 8 -0 120.0 5- 0 7 - 130.0 4 -7 7 -5 140.0 4 -3 7 -1 150.0 4 -0 6 -10 160.0 3 -9 6 -8 170.0 _ 3 -6 6 -5 180.0 3 -4 6 -3 190.0 3 -2 '6 1 200.0 3 - 0 5 - 11 210.0 2 - 10 5 - 10 220.0 2 - 9 5 - 8 230.0 2 -7 5 -5 T A B L E 1 SEE NDl SEMRATZDI FRDI GLASS =NED. SCALE • 3' le 1• -0' TENSTDI FASTENER CSEE NEM SCHEDULE) V4-20 NACHDIE BOLT L VOVGNUT e 6' O.C. ■ SIDE CLOSURE REQ'A CSEE PLAN VIEW) HOIC$_ - THIS DETAIL NAY BE USED AT TOP OR BOTTOM ff PANELS. - HEADERS ®L ©CAMDT BE USED IN COMBINATIION iVIITN THIS DETAIL. ALT. BUILD -OUT MOUNT SECTION NOTE. THIS DETAIL NAY BE USED AT TOP OR BOTTDI OF PANELS. O WALL MOUNT DETAIL SCALE • 3' • 1•-0• A B L E 2 APPROVED AS COMPLYING WITH 1 SOUTH FLORIDA BUILDING CODE D:AT BY // / ..... _ r 14 PRODUC I NTROL DIV!SiON BUILDING 1000E COMPLIANCE OFFICE ABEEPTANCE NO, -M)2 AZ- V.1 00121/Ia1 PML FL. Li Not PE 0' =3 NO NO ltf 5 n Y u Cr g e ohre; 3 of 6 1 d I � F nil el arson by (, moo J I dressing me 95-331 1 L GLASS DR D= SE: MINI SEPARATED( FEN GU= SOEALE AN' : TO VALL DETAIL \ M O WALL MOUNT SECTION A 3 AL- 3' = I' -0' VOCID FRAMING EXISTIFC STRUCTURE i TEIGION FASTENER CSZ MOOR SCN' DLLE) TYP. TOP 1 Br'TOM ® COLT. VU= FRAMING ANGLE TO WALL DETAIL PANEL TO ANGLE DETAIL O WALL MOUNT SECTION SCALE • 3' • I' -D' r ° 1/4' MAX. 1/4-20 MACKDE BOLT L VINCr14JT e 6' D.C. CTYP. TOP 1. BOTTOM) PANEL TO ANGLE DETAIL SE'c 10L SEPARATION FS= GLASS SCHEDULE GLASS DR DOM ® CEILING /INSIDE MOUNT SECTION SEA/ E 13' = SEE 101 SEPARATED4 FROM GLASS SOEDILE 1 .�nx \v1;! /11 CLASS CR DOOR x 6' P.T. VOID ORR. SCALE s 3' • 1'-O' A — :.1 144 EDGE DIST• EXMTDG STRUCTURE CONT. ti VOA x 1 -3/4' S.S. LAG t 12' D.C. V/ I -1/2' PDETRATmI DUD WEED 2 - 1/441 x 4-1/2' SS LAG SN7lEV t 24' DL IMX V/ 1-3/4' PDETBATEM DI CENTER IF STUDS • =EL T)1S DETAIL MAY IIE USED AT TIP DR KITTEN OF PANELS. MOTH LISE DF THIS DETAD. A LIMITED 30 t Te PSF. E WALL MOUNT SECTION (BOTTOM) • 1/4' MAX. EXISTING STRUCTURE c u v W H J 0. fL f\ 2 N CLASS OR DOER S . •4 SEE MIN SEPARATION FEN GLASS SCNEDILE • •4 CiLASS IR DEM SCALE a 3' • 1'-D' SEE NM SEPARATION FROM GLASS SCHEDULE CDEET 3 Cr 6) O WALL MOUNT SECTION ©CIONT. Omen. CTYP. TIP 1. BOTTOM EXISTING STRUCTURE ■ SID` CLOSURE REC" D. CS= PLAN VII) TEINSIO1 FASTENER - lJ RAVL CALK -IN OR EL.CO MAP RMATE. OR VOOD BUSHING. TENSION FASTENER AT 6' O.C. (SEE ANoMDR SC=EDLLE FOR ANDS R SPE'S). DD NOT USE MERE SCHEDULE SPACING IS LESS THAN 6'. 114 S1K. eRr'G:- (tYP. TOP L IMITDO 1/4-20 MACKIIE IIDLT i Hann t 12' D.C. STAGGERED (TYP, TCP 1 ROTTDO 12 © BUILD -OUT MOUNT SECTION SALE 3' = 1' -0' 1/4' MAX. 1/4 -20 MOCK BOLT & VINGMUT e 6. O.C. CTYP. TOP 1 BOTTOM) 2' 4 -1/2' AL TUBE t 21' D.C. CTYP. TOP 1 B'JTTDO AFFROVEC AS C3M?Lm:, WITH THE SOUTH FICP.IDA ERuLDINC CODE car ING STRUCTURE Cr, :i : �1,/�a N 4q L/ O EY 1 /.N�.I.//!�i�i_ PRODUCIUONTROL DIVISION BUILDING CODE COMPUANCE OFFICE (DIRECT MOUNT) 3CCEPTANCE NOR-'-(fl 12 )Z J L.1 z sL L7 CU FL LI U z J b $ y C J Z 1 12'1 1ij S n ,n CD C. I a -IalA it e No +• Etr _ drawp MO 95-331 :N..se • Aru At 11 J.V. try' temp by 110W0b0 xyl VJIC m .090' =3 .469' ' 469' .:� CTYP) Lc =— D I = == =? HORIZONTAL 2.000' I OPTIONAL ANGLE SCALE 1 1/4' = SNEAK FASTENER t 24' OL SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR EXISTING STRUCTURE . O STORM PANEL SCALE 1 1/4' - 0' -1' WIDTH UNLIMITED CPERP. TD PANEL SPAN) SECT 4 Hs PLAN VIEV L. (MAX. DESIGN LOAD * 72 PSF) CD TYPICAL ELEVATION FOR INSTALLATIONS BELOV 30' ABOVE GRADE V/ PANELS SPANS OF 101' OR LESS, V/ SEPARATION FROM GLASS OF 2' OR MORE BUT LESS THAN 2.5' OVERLAP FASTENERS TYP. (SEE NOTE 8 8) TOP MOUNT. BOTTOM MOUNT. AL. ANGLE CLOSURE PIECE+ 1' x 2' x .055' MIN. TO 2' x 5' x .055' MAX. WINGNUT SCALE + HALF SIZE 1' x 1' TUBE L FASTENERS (SEE PLAN VIEW E NOTE 8) O 'h' HEADER SCALE 1/4' = 10 TYPICAL ELEVATION FOR ALL INSTALLATIONS SEE TABLE a PAGE 3 OF 4, FOR REQUIRED SEPARATION FROM GLASS. VIDTH UNLIMITED WERP. TO PANEL SPAN) SECTD?I is PLAN VIEW SCALEs 1 -1/2' - 1' TOP MOUNT. 'U' HEADER SCALE + 1/4' - 0' - 1' OVERLAP FASTENMS '.SEE PLAN VIEV 1 ICTE 9) BEITTDM MOUNT. R250' .125' TYP. 4 - SEW O 4 ANGLE SCALE 1 1/4' = NOERAL Nt1TFS, 1. THIS SHUTTER SYJ LN IS DESIGNED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1994 EDITION, AND THE 1994 BROWARD COUNTY EDITION. 2. POSITIVE AND NEGATIVE DESIGN PRESSURE CALCULATIONS SHALL Et PERFORMED IN ACCORDANCE VITM ASCE 7 -88 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. 3. STORM PANELS SHALL BE 20 GAUGE STEEL (t = .035') CONFORMING TO ASTM A446, STRUCTURAL QUALITY. GRADE D. WITH A MIN. Fy 50 KSI, GALVANIZED IN IN ACCORDANCE WITH ASTM G90. ALUMINUM EXTRUSIONS SWILL BE 6063 -16, U.O.N. 4; PRODUCT MARKINGS SWILL BE VITHIN 12' OF ONE EHD OF THE PANEL WITH A MIN OF ONE MARKING PER PANEL AND SHALL BE LABELED AS FoLL3WS, HURST AWNING CO., INC. MIAMI, FL.. DADE COUNTY PROD. APPRD. 5. ALL BOLTS AND VASHERS SHALL BE GALVANIZED OR STAINLESS STEEL WITH A MINIMUM Fy = 33 KSI. 6. MATERIAL SPECIFICATIONS NOTED HEREIN ARE THE MANUFACTURER'S REPRESENTATION OF MATERIALS TO BE USED IN PRODUCT TESTING. 7. TOP t. BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE. PANELS MAY BE MOUNTED HORIZONTALLY WHERE APPLICABLE. 8. PANELS UTILIZING A STEEL TUBE SHALL BE FASTENED AT OVERLAPS AT MIDSPAN TO A 1' x !' x 16 GAGE STEEL TUBE USING 1/4-20 x 3-1/2' BOLTS V/ RIE CAST ALUMINUM VASMERED WINGNUTS OR JACKMJTS. (SEE TYPICAL ELEVATION 0.9). PANELS NOT UTILIZING STEEL TUBE SMALL IC FASTENED AT MIDSPAN V/ 1/4-20 x 1' BOLTS WITH DIE CAST ALUMINUM VASHERED VINGNUTS OR JACKNUTS (SEE TYPICAL ELEVATION I 0 ) FOR PANEL SPANS LESS THAN 33' OVERLAP FASTENERS 1. TUBE ARE NOT RECUIRED 9. TIE DETAILS AND SPECIFICATIONS SHOWN HEREIN REPRESENT THE PRODUCT'S PROPOSED FOR IMPACT. CYCLIC AND UNIFORM STATIC AIR PRESSURE TESTING IN CONFORMANCE VITH DADE COUNTY PROTOCOLS PA 201.202. AND 203. DESIGN BASED ON HETI TEST REPORT NOS. WTI 94 -312c. NETT 94 - 317b. HETI 95 -401b, CTC 95-021 AND CTC 95 -031. 10. AT LEAST ONE WARNING NOTE PER OPENING SHALL BE PLACED IN A CONSPICUOUS LOCATION OM ANY OF THE COMPONENTS OF THE STORM PANEL SYSTEM ADVISING THE HOE OWNER OR TENANT THAT THE STORK( PANELS VILL NOT OFFER HURRICANE PROTECTION UNLESS ALL REINFORCING BOLTS ARE PROPERLY INSTALLED. 1' x 1' x 16 GA STEEL TUBE TYP. (OPTIONAL) SEE NOTE B 1. TYPICAL ELEVATION. 1' OVERLAP AL ANGLE CLOSE PIECED 1' x 2' x .125' MIN. TO 2' x 5' x .125' MAX. EXISTING STRUCTURE .093' TYP. i aar i ANGLE SCALE + 1/4' = 0' -1' SHEAR FASTENER t 24' Mr- SEE ANCHOR SCHEDULE FOR ANY ACCEPTABLE ANCHOR .093' TYP, N O STUDDED ANGLE SCALE + 1/4' = APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE n� /�_� DA : ▪ :n : AAI 19._ T BY /..... ' : 2� PRODUC • ROL DIVISION Atti BUILDING CODE COMPUAN E OFFICE AA9EPTANOE flO. - O JZ - OZ. to 14 W ✓ VI L!-rt 1 of 6 dmame .e 95 -331 PERMIT APPLICATION FOR MUNICIPALITIES OF DADE COUNTY (OWNER TO RETAIN COPY) ry Job Address 115 )J,' G 4th Sf - OPPt M I X11 661124 t"1 Tax Folio `` ,3� 9�p /4/ / 9f0 (7Z Legal Description Z 1 gchtvi Master Permit # Igoe," caner / Lessee / Tenant 1-elr, 0014,Lo H- @gQ,id c 0, PeQ-1°Z Owner's Address - 735 T/c� 94111 5 - 7Lee . M lq»?1 c ia. /- I phone73 - bt'3 Contracting Co. DOnPe. Address 737 gyfh — ()l ,3, ► I,qy� �� Qualifier SS# - - phone State# Competency# Ins.Co. Architect /Engineer Address Bonding Company D Address IY11r RI - F Mortgagor g5_ �'yam1P Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL PAVING FENCE SIGN WORK DESCRIPTION ?f� �q(' 1,0 Ill c�Occ`15 ( I ✓1 1 yp � R-c3�Ze , CJPc�z 1 c�1 S nD .5t12 uPIA 0116,1 , Square Ft. Estimated Cost. /c2O. 06 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. 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 to do the work stated. e cz)24.ge, Signature of Owner and /or Date: ndo President Signature of Contractor or Owner - Builder Date: No ry s to My Commission ExpirelMy COMMISSION EXPIRES APRIL 16, 19 2 My Commission Expires: * * *BONDED HA STEMBLER .*AMS & SWE* ` * * * * PERMIT FEE: APPROVED: Fire Zoning Mechanical Building Plumbing Other Electrical Engineering