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1158 NE 92 St (10)Date Job Address PERMIT APPLICATION FOR MIAMI SHORES VILLAGE //5 1:,137 Tax Folio Legal Description Historically Designated: Yes No Master Permit # Owner's Address I r k / � ,ve A M N Phone U Contracting Co. (� >2 S T //44) t ✓ l I(/ �/j Address � ,� Al it) . � � A i2 Qualifier '4 A./ C -iJ ! y' .v cc .0 / U S SS# Phone a 9 a State # Municipal # // Competency # Ins. Co. Architect/Engineer / [ J E Address �� 1 10 ,(0, z)/ Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING MECHANICAL ROOFING PAVING FENCE SIGN Owner/Lessee / Tenant WORK DESCRIPTION Square Ft. WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAY RESULT IN YOUR PAYING TWICE FOR LMPROVEMENTS 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 owner and/or Condo President Date //v / do FEES: PERMIT 1014 RADON C.C.F. Ski 11 s Estimated Cost (value) I� � Signature of Contractor or Owner - Builder Date Notary as to Owner and/or Condo President Date Notary as to Contractor or Owner- Builder Date My Commission Expires: My Commission Expires: NOTARY TOTAL DUE I i' APPROVED: A t [ ' J 1 Zoning Building ` � Electrical Mechanical Plumbing Engineering State # Square Ft. Notary as to CIec My Commission Expires: FEES: PERMIT PERMIT APPLICATION FOR MIAMI SHORES VILLAGE Date 4 ' Job Address 1) 6 d A g g d S T Tax Folio I:egal Description Historically Designated: Yes No Owner/Lessee / Tenant Master Permit # Owner's Address (4 ] L. L i /U jA 4 M r slc164/ C E Phone Contracting Co. (/ Rs' A- Al 11) CO Address 5/' i u a) 3‘,40 6E e /� I SS # � d ^ o Qualifies �� /�-/� L Q � IV � � (J.� � Phone � rl Architect/Engineer /'t /V E Z,C f/ t GEC., Aso C /4T Address Cc./ id e- L/ A 0 Ol / 1 ' / 4. Bonding Company Address Mortgagor Address Permit Type (circle one): BUILDING ELECTRICAL PLUMBING // MECHANICAL ROOFING PAVING FENCE SIGN WORK DESCRIPTION 1 O flR (C Q N 6- S I ✓ 77 2 9 c9 J WARNING TO OWNER: YOU MUST RECORD A NOTICE OF COMMENCEMENT AND YOUR FAILURE TO DO SO MAl 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). 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. Municipal # Competency # Ins. Co. at all the foregoing information is accurate and that all work will be done in compliance with all applicable ring. Furthermore, I authorize the above -named cpntractor to do the work stated. Estimated Cost (value) $ / e Notary as to My Commissiii RADON C.C.F. NOTARY TOTAL DUE APPROVED: Zoning Building Electrical Mechanical Plumbing Engineering SHUTTER PRODUCT APPROVAL AUTHORIZATION FORM AUGUST 19, 1996 CARLOS BONZON, PH.D.,P.E. Building Official 111 N.W. 1 STREET MIAMI, FL 33128 -1974 Dear MR. BONZON: 20 GA. We are the Dade County Notice of Acceptance Holder for the STORM PANELS under number 95- 0712.02. 20 GA. This letter authorizes HURST AWNING CO. to use our STORM PANELS approved under number 95- 0712.02 to be used at the following job: WILLINGHAM RESIDENCE 1158 N.E. 92 STREET MIAMI SHORES, FL 33138 HURST AWNING COMPANY, INC. 5795 N.W. 36th AVENUE • MIAMI, FLORIDA 33142 PHONE: (305) 635 -0900 / 1- 800 - 3270905 FAX (305) 634 -9078 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. 2 The authorized signature must bear the raised corporate seal of the company holding the Dade County Notice of Acceptance. D:\ PRODCNTL\ PCLETTER \INFO\BLDGOFF\95SHUEXP.SAM REAR OF BLDG.: I' i 1. , 1 ! f i �- j I i i ( ! r ; f : I ! f � f � i I 1 I f i 1 1 I-1 . I [ FRONT _ . BLDG.: ; i OPENING SIZE HEIGHT ABOVE GRADE 7 SS *...0 8 7 x sa• 9 3 7 A39 121 -a" l3 -0 38X 91 10 37 x 35 Ng GO L L r 6 /1 5J1E s /al 404/ S n1oR rS Ad t - 1-1 io R ao F Nr i Z7 STORA ?A-A METRO-DADE PRODUCT CONTROL NOTICE OF ACCEPTANCE Hurst Awning Co., Inc. 5795 N.W. 36 Avenue Miami Expires:02 /16/98 Approvcd:01 /11/96 FL 33142 Your application for Product Approval of: :20 ga. Galvanized Steel Storm 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 b' Applicant, along with Drawing No. 95-331, Sheets 11 /iru 6 of 6. (for listing, see Section 8 of this Noyice ofAcceptance) 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 perfonn 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) au Ro s tguez 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. METROPOLITAN DADE COUNTY, FLORIDA METRO -DADE FLAGLER BUILDING BUILDING CODE COMPLIANCE OFFICE SUITE 13 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) 372-8339 Director Building Code Compliance Dept Metropolitan Dade County . % Hurst Awning Co.. Inc, ACCEPTANCE NO.: 95- 0712.02 APPROVED JAN 1 1 1996 EXPIRES : February 16. 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 1. DESCRIPTION 1.1 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, (Cy = 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" decp 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 1 I' -4" or 136" for wall, build -out and ceiling /inside mount to be installed only as outlined on Dwg. No. 95 -331, Sheets 1 thru 6 of 6. For Design Load vs. Panel Span, see Table 1 "Storm Panel Schedule" on Sheet 3 of 6, Dwg. No. 95 -331 3.2 This approves a 20 ga. steel storm panel designed to comply with the South Florida Building Cod( 1994 Edition for Dade County, for the locations where the pressure requirements as determined b) 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. u 1 1 *It t 11 . . . 1I* U 1 . t 1 from Glass Schedule" Sheet 3 of 6. Dwg. No. 95 -331. 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., depending on the separation from glass required as shown on "Typical Elevations" Sheet 1 of 6 anc Table 2 "Min. Separation from Glass Schedule" Sheet 3 of 6, Dwg. No. 95 -331. U .. • • • $ -, .. . 0,1* :11 1 4. INSTALLATION 4.1 The panels shall be installed only in the following condition: 2 OMB Man el Perez, P.E. Plans) xaminer 11 l'roduct Control Division Hurst Awning Co Inc, ACCEPTANCE NO.: ___95 -071 m 1 APPROVED : JAN 1 1 1996 EXPIRES : February 16. 1998 NOTICE OF ACCEPTANCE: 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 (Part 6) at the sill, both of which are anchored to the wall, using tension anchors as shown on Section A "Wall Mount ", Dwg. No. 95 -331, Sheet 2 of 6, bearing the Dade County Product Control approval stamp 4.1.2 Buildout 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 #14 SMS, both angles are then anchored k 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 1/4 " -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 B "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 ink 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 1 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 -2a- Manu I Pcrez, P.E. I'Ia Product Control Division xamincr 11 • tiurst Awnwe (.o. Inc. ACCEPTANCE NO.: 95- 0817.02 APPROVED : JAN 1 1 1996 EXPIRES : _February 23 1998 NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 4.3 Permanent set fastener components, embedded bolts, threaded cones or metal shields, not 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 enture 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. -2b- Manuel Perez, P.E. Plans E a Hiner 11 Product Control Division TEST TEST LOAD DESIGN LOAD Deflection LARGE MISSILE IMPACT TEST (102 "Span) FBC PA 201 -94 (w /reinf. bars & bolts) SATISFACTORY HETI- 94 -312c 'Max. 180" YCLIC WIND PRESSURE TEST FBC PA 203 -94 POSITIVE +94.0 PSF HETI -94 -3 I2c +72.3 PSF HETI -94 -3 I2c YCLIC WIND PRESSURE TEST FBC PA 203 -94 NEGATIVE -95.0 PSF HETI -94 -3 I2c -73.0 PSF HETI- 94 -312c LARGE MISSILE IMPACT TEST (103" Span) FBC PA 201 -94 (w /reinf. bolts only) _ SATISFACTORY HETI- 95 -401b Max. 2.50" YCLIC WIND PRESSURE TEST FBC PA 203 -94 POSITIVE +93.0 PSF HETI- 95 -40 Ib +71.5 PSF HETI- 95 -401b YCLIC WIND PRESSURE TEST ► FBC PA 203 -94 NEGATIVE -94.0 PSF HETI- 95 -401b -72.3 PSF HETI- 95 -40 Ib UNIFORM STATIC AIR PRESSURE TEST FBC PA 202 -94 POSITIVE (102" Span) +108.0 PSF HETI- 94 -317b +72.0 PSF f1ETI- 94 -317b Max. 0.86" UNIFORM STATIC AIR PRESSURE TEST SFBC PA 202 -94 NEGATIVE (1,02" Span) -108.0 PSF HETI- 94 -317b -72.0 PSF HETI- 94 -317b LARGE MISSILE IMPACT TEST FBC PA 201 -94 (136" SPAN) SATISFACTORY CTC -95 -021 Max, 2.5" UNIFORM STATIC AIR PRESSURE TEST FBC PA 202 -94 NEG. (68" SPAN) -332.8 PSF CTC -95 -02I -222.0 PSF CTC -95 -021 UNIFORM STATIC AIR PRESSURE TEST FBC PA 202 -94 NEG. (101" SPAN) -182.0 PSF CTC -95 -021 -121.0 PSF CTC -95 -021 UNIFORM STATIC AIR PRESSURE TEST FBC PA 202 -94 NEG. (136" SPAN) -93.0 PSF CTC -95 -021 -62.0 PSF CTC -95 -021 LARGE MISSILE IMPACT TEST �► FBC PA 201 -94 (101" SPAN) SATISFACTORY CTC -95 -03 I Max. 2.1875" YCLIC WIND PRESSURE TEST FBC PA 203 -94 POSITIVE +93.6 PSF CTC-95-03 1 +72.0 PSF CTC -95 -031 YCLIC WIND PRESSURE TEST FBC PA 203 -94 NEGATIVE -93.6 PSF CTC -95 -031 -72.0 PSF CTC-95-03 I DESIGN PRESSURE RATING For Design Load vs Panel Span, Scc Table 1 "Storm Panel Schedule" on Dwg. No. 95 -331, hcct 3 of 6. NOTICE OF ACCEPTANCE: SPECIFIC CONDITIONS 7. TESTS PERFORMED TESTS: llurst Awni ig � L c - 2c - RESULTS: ACCEPTANCE NO.: 95-0712.02 APPROVED : JAN 1 1 1996 EXPIRES : February 16. 19.98 OVALF Manu Perez, P.E. Plan - xaminer 11 Product Control Division Hurst Awning Co..1nc. 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 Hurricane 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. 8.13 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. HETI-94-40 1 b, 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. 8.1.5 Test report on Large Missile Impact and Cyclic Wind Pressure Test, of 20 Gage Steel Stor 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. 1Giezevich, 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. - 2d - Manuel erez, P.E. Plans E Q merit Product Control Division • }lursl Awning Co.. Inc. ACCEPTANCE NO.: 95- 0712.02 APPROVED : JAN 1 1 1996 EXPIRES : February 16. 1998 NOTICE OF A -CEPTAN _F• STANDARD rONDITLONS 1. Renewal of this Acceptance (approval) shall be considered after 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 pennanently 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 produc is not in compliance with the code changes; b) The product is no longer the same product (identical) as the one originally approved; c) lithe 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 caus. 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 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 1, 2, 2(a) through 2(d) and this last page 3. Items 10.11 & 12 listed below only apply to glazed products and doors 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 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 Florida Building Code. END OF THIS ACCEPTANCE - 3 e South Manue Perez, P.E. Plans Exa ij finer I I Product ' ontrol Division I .090'3 f 469' (T YP) -. - -_ ( � = = �LEGG OPTIONAL DI CT 4 Vi=i O OPTIONAL ANGLE SCALE • 1/4' • r T7 FASTENER t 24 OL SEE AHD SCHEDULE rut ANY ACCEPTABLE ANCHOR EXISTING STRUCTURE STORM PANEL SCALE I L/4' - 0' -1' VIDTH LRLDOTED N9ERP. TO PANEL SPANO SECT/IN ► L OIAX. DESIGN LOAD s 72 PSF) TYPICAL ELEVATION FOR INSTALLATIONS BELDV 30' ABOVE GRADE V/ PANELS SPANS Er 101' OR LESS. W SEPARATION FROM GLASS OF 2' OR MORE BUT LESS THAN 2.5' OVERLAP rASTE)ERS TYP. (SEE ICTE H 8) TTP MUTANT. PLAN VICV KITTEN /CUR . AL. ANGLE CLOAK£ PIECE. x 2' x .055' MIN. TO 2' : 3' x .035' HAX. • WINGNUT SCALE N HALF SIZE r x 1' TUNE L FAST 34 S CSC( PLAN VTEV t NOTE CO ® 'h' HEADER SCALE 1 1/4' - o -1• VIDTH NI_DQTCD DEAF. TO PANEL IPANO SECTS/4 r 10 TYPICAL ELEVATION FOR ALL INSTALLATWNS- SEE TABLE 2. PAGE 3 Or 4, FOR REQUIRED SEPARATION FROM GLASS. PLAN VIEW SCALE. 1 -1/2' . r -O' TIP NOWT. DOTTDN N3;1NT. ® 'N' HEADER SCALE g 1 /4' a OVERLAP rASTD,VIS OTT PLAN VIEV L TOTE 8) I 123' TYP. ANGLE SCALE • 1/4' - 0' -I• 1' x 1• x 16 GA STEEL TUBE TYP. (OPTIONAL/ SEE MOTE 9 t TYPICAL ELEYAT 1134. 1' OvERLAP AL ANCi.E CLOSURE PIECE 1' . 2' . .125' KIN. 10 2' . 5' . .125' Ka.x . E%IITIM S TRLJ TIRE D93' T TP. I LOW I ANGLE SCALE 11/4' • 0' -1' 1. THIS SHUTTER STSTT)1 IS S I WED IN ACCORDANCE WITH THE SOUTH FLORIDA BUILDING CODE. 1,94 EDITION. AHD THE 1994 )AWARD CO.P(TY EDITIO4. 2. POSITIVE AND IEGATIYE DESIGN PRESSURE CALCWITIO(S SHALL DE PERn32)CD IN ACCORDANCE VITN ASCE 7-88 'NIHI►(JN DESIGN LOADS rot BUILDINGS AND OTHER STRUCT)RLS' . 3. SMIRK PANELS S oLL DE 20 GAUCE STEEL (t • .035') CEDETDOUNG TO ASTM A446. STRUCTURAL DUALITY. GRADE D. WITH A KIN. Ty SO KSI. GALVANIZED IN IN ACCCREv4CC WITH /Sill G!). ALNUNUN EXTRUSIONS SHALL DE 6063 -T6. U.O.N. 4. PROD.= MARKINGS SHALL 1E VITNIN t2 OF ONE ETD OT THE PANEL WITH A KIN OF OE NARKING PER PANEL ANS SMALL TIE LABELED AS TO LOWS. 1IRST AWNING CO.. INC. WANT. rt. DADE COUNTY PROD. APPRD. 5. ALL DOLTS AND VASHERS SHALL DE GALVANIZED OR STAINLESS STEEL WITH A NINIHUK Fy • 33 NS1. 4. MATERIAL SPECIrICAT10N6 NOTED HEREIN ARE TIE NANtrACTtROR S REPRESENTATION Or MATERIALS TO DE USED IN PRODUCT TESTING. 7. TOP t NOTION DETAILS S1C414 NAY DC INTERCHANGED AS FIELD CONDITIONS DICTATE. PA NAY )C NOJNTED N43RIZON(TALLY VNERE APPLICABLE. 8. PANELS UTILIZING A STEEL WIC SHALL DE FAITD4D AT CIYER AP1 AT NIDSPAN ITN A 1' • 1' x 14 CAGE STEEL RVDL USING 1/4-20 x 7 -1/2' COLTS Y/ IC CAST ALUIIN VASNER£:D VINC,MITS OR .IACKMJ1S. (SEC TYPICAL ELEYATID4 ( UI 9 ). PANELS NOT UTILIZING STEEL TUf( putt BC FASTENED AT NIOSPAN V/ 1/ x 1' )t1TS YITM DIE CAST ALU4INU4 VASHERED VIN(i{JTS CR .JAGCIIITS (SCI TYPICAL ELEVATION ). FOR PANEL. SPANS LESS THAN 33 OYE1aLAP FASTENERS t TUNE ARE NOT MOW D. 9. THE DETAILS AND SPECIFICATIONS SHDNI HEREIN REPRESENT THE PR®UCTS PRL>POSED FOR IMPACT. CYCLIC AND N411t$b1 STATIC AIR PRESSURE TESTING IN CENT RMA)CE WITH DAZE COU(TT PRDTOCLLS PA 201.202. AND 203. DESIGN )ALSO 04 HETI TEST REP0RT ►OS. MTI 94 HETI 14 -317b. HETI 95 -401b. CIL 93-021 AND CTL 93 -031. 10. AT LEAST OE WARNING NOTE PER 1TENING SHALL DE PLACED IN A COtSPICU3JS LOCATION 014 ANY Cr THE CDPOO(TS THE STORY( PANEL SYSTEM ADVISING 11E HOE OMER OR TENNR THAT THE STORM PANELS WILL NOT INTER IIRRICANE PROTECTION UNLESS ALL REINTERC1#G BOLTS ARE PROPERLY INSTALLED. SPAR rASTtICR t 24. 0t. SEE BLUCHER SCHEDULE FOR ANY ACCEPTAILC ANC/4ER SCALE 1 1/4' - 0' -1' AP PROVED AS COMPLYING WITH THE SOUTH FLORIDA BUILDING CODE DA - :T. :: AI� 19ge0 BY PRODUC IROL DIV!SiON BUILDING CODE COMPUAN E OFFICE A0 EFTAIICE ko.' p e. .093' TTP. I STUDDED ANGLE IR DEER SEE ILK SEPARATID1 FRO( CLASS SOHEIULE ANGLE TO VALL DETAIL VQID FRN LNG TDISIIN FASTENER (SZE A1CH3R SCNEDULO TYP. T(P L ffiTTTON ®CON T. VOID FRAHDIG ANGLE TO VALL DETAIL WALL MOUNT SECTION A SCALE G 3' = 1' -0' \±-%1' WALL MOUNT SECTION SCALE G 3' - PANEL TO ANGLE DETAIL PANEL TD ANGLE DETAIL v4 -20 NAQ@• BELT L VINGNUT t 6' D.C. CTYP. TTP L 3OTT00 SEE ND( SEPARATTW FRD1 CLASS SOEDULE CLASS DI /OM r x 6' I.T. V03D CENT. bola THIS DETAIL NAT )E USED - I AT TOP OR BOTTOM or PANELS. ® CEILING /INSIDE MOUNT SECTION SCALE 3' = 1'-0' Nei.. ' 414.F AI J1I1 ., 411 -'s N 2 2 Z 1/4 NI x 1 -3/4' S.S. LAG t 1L' O.E. V/ 1 -ve' POCTRATION DIM vow 2 - v4'0 x 4-Ir2' SS. LAG =REV t 24' DE MAX V/ 1 -3/4' POET16ATID4 04 COM COT CF STUDS NOTE. USE G TNIS DETAIL IS UNITED TD I T2 PST. WALL MOUNT SECTION (BOTTOM) SCALE G 3' EXISTING STRUCTURE GLASS (R DIIR SEE MN SEPARATI]4 MEN aASS SaEDULE • CR Oft SCALE G 3' - 1' -0' EX15ID4G rTRUCTLRC TE/ SID4 FASTENER (SEE AND4pR SOcoLLX3 TM. TOP L ROTTEN SEE KIN SEPARATION FR•1 CLASS SO[D(LE w4EET 3 1 • 0 © EMT. Q CENT. CTTP. TI! L BOTTD4 EXISTING STRtEU. E • SIDE CLOSLRE RLO'D (SEE PLAN V1FV) © BUILD -OUT MOUNT SECTION SCALE 3' = TDLSI04 IASTDER - USE RAVL CALK -IN IR (LCD NANGERNATE. tR V030 )lJS1(INC. TENSION FASTDER AT 6' 0L (SEE AA1D40R SOECI. E FIR ANDER SPECS). DO NUT USE VIERE SCHEDULE SPACING IS LESS THAN 6'. EXISTING S D; O WALL MOUNT SECTION (DIRECT MOUNT) .14 SKS t 21' ELL CTYP. TOP L SOTTDO 1/ 4-20 NACNDE )COLT 1. I4FT t IL' 0.C. STAGGERED CTYP. TOP L )UTTDO 1/4' NAY. . 1/4-20 NACH414 BOLT L VD4GNUT t 6' OL CTYP. TOP L BOTTUO x 4' x I/8' x 0'- 4 -1/2' ALTUSEt21'QL TOP L =TOO AFr OVED AS COMPLYIM WITH THE SOUTH FLORIDA E3'11!LDING CODE ,9910 tut. . L 26.•/1116, B Y PRODUC CONTROL DIVISION BUILDING CODE n COMPUANCE OFFICE 1 .CGEPTANCE NO. '1. I Z n U V) W Q 0 0 V) 0 N W z Li z 0 U z '--4 z Q 1- EY 44 u 8 ri 5 f ( n 0 s .cat. •: AS SCRIM l x) 95 -331 DESIGN WIND LOADS (PSF) TRIB. AREA 2 50 SO. FT. COASTAL DR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) i (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) 0 -15 40.6 - -51.4 > 1 -p 44 1 -47 1 -45 R ) 20-25 47.0 -50.2 -59.5 ) 25-30 49.5 -52.9 -62.7 > 30-40 53.8 -57.4 -68.0 ) 40-50 57.3 -61.2 -72.5 > 50 -60 60.4 -64.4 -76.4 DESIGN WIND LOADS (PSF) TRIB. AREA ) 50 S0. FT. COASTAL OR NOM- cDt'STAL BUILDING ZuWLS MEAN ROOF HEIGHT POSITIVE Zone(4) i (5) NEGATIVE Int. Zone (4) NEGATIVE End Zone(5) 0 -15 37.2 -39.7 -47.0 ) t5 -PTE 40 4 - 4, l - 91 n 20 -25 43.1 -46.0 -54.3 25 -30 45.4 -48.4 ' ) 30 -40 49.3 - 52.6 -62.1 > 40 -50 52.5 -56.0 -66.2 50 -60 55.4 -59.0 - 69.8 DESIGN WIND LOADS (PSF) DESIGN VIND LOADS (PSF) COASTAL OR NON - COASTAL BUILDING ZONES TRIB. AREA > 20 S0. FT. . POSITIVE Zone(4) i (5) COASTAL OR NON- COASTAL FUILDING ZONES • MEAN ROOF HEIGHT POSITIVE Zone(4) & (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) -61.5 0 -15 43.2 -45.9 -5`.2 ) IS-P0 46 9 -49 9 -AP 1 - 66.2 55.0 20-25 50.0 -53.1 > 25 -30 52.7 -56.0 - 69.7 ) 30 -40 57.2 -60.8 - 7L.7 -91.4 40 - 50 60.9 - 64.8 - 80.7 > 5D-60 64.2 -68.2 -85.0 DESIGN WIND LOADS (PSF) TRIB. AREA ( 20 S0. FT. COASTAL OR NON - COASTAL BUILDING ZONES MEAN ROOF HEIGHT . POSITIVE Zone(4) i (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) 0 -15 45.1 - 47.9 -61.5 ) 15 -PTE 49. - 5P. 0 - A6 R > 20 -25 52.2 -55.4 -71.2 > 25 -30 55.0 -58.3 -75.0 30 -40 59.7 -63.3 - 81.4 > 40 -50 63.7 -67.5 -86.8 > 50 -60 67.1 -71.1 -91.4 DESIGN VIND LOADS (PSF) TRIB. AREA ( 20 S0. FT. COASTAL OR NON COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) i (5) NEGATIVE Int. Zone(4) NEGATIVE End Zone(5) 0 -15 41.3 -43.8 -56.1 T 19 -20 44 8 -47 5 --6n 9 20 -25 47.8 -50.6 -64.9 25 1 50.3 -53.3 -68.4 > 30 - 40 54.7 -57.9 -74.2 40 -50 58.3 -61.7 -79.1 50 -60 1 61.4 -65.0 1 -83.3 DESIGN VIND LOADS (PSF) TRIB. AREA ) 20 SO. FT. CCASTA_ OR NON- COASTAL BUILDING ZONES MEAN ROOF HEIGHT POSITIVE Zone(4) i (5) NEGt.T1VE Int. Zone(4) NEGATIVE End Zone(5) 0 -15 39.6 -42.0 -52.1 1 -PO _ 42 9 -45.6 -SL. -+ > 20 - 25 45.8 - 48.6 - 60.3 25 -30 48.2 -51.2 -63.0 ) 30 -40 52.4 -55.6 -69.0 40-50 55.8 -59.3 -73 ) 50-60 1 58.8 -62.4 -77.5 . ASCE 7 -88, 7 -93 DESIGN LOADS FOR COMPONENTS .& .,CLADDINGS BUILDINGS WITH A MEAN ROOF HEIGHT < 60 FT. 4,0 T cj ' 1. ROOF SLOPE, 8 > 1 0 ° ROOF SLOPE, e < .10 0 NOTCS. TAI LATtl IESIDI VINO LEADS ARC OISCD 11.1 MSS 7 -IS WI 7-93 SRCIrICATIDG rR m1p€8T2 A/O CLADDINGS. 1NC rtumam4 DCSION ERIC 1A Ai ( 3. A. REAR ROT HMO LESS TRAM R COIAL TO 60 IEET. I. Y3IC VIO SPEED. ITS mAN C. AN IWWORt*IC IAC1R If 1.e3 rot CATCCCRY I STRVC1INQ. SIR CAT1lpRY 11 AND III STRILINRCS. TILTIRT MrLICARE LOCI IT 1.13. D. IRIRfART ARIA AS NOM. COAST& 4.11 KM-COASTAL t• *MOM fOl. C POsime C =CV 'cm ALL MG) LtS3 114r AR IU1. S. SRITIK AO NEGATIVE LOADS rip M.. TLQ1e3 ARC 3A>SD 1171 TIC NUN ROO, KIOR Cr TIC IVIIDIIG R STRLETIRC. 4. /3.1.110 mC MALI K IETCRNI1CD IN ASDROAmCt WITH IC DIKaANI Molt. IIIOOIW •A• CDI.0 IOC OF 31313.M LIVING MIIIN OR 4113 Cr MAN eta 14C1041 (h). VN104:VCD 10 yyyLER. WE NOT LESS Imo' CIIIOI 42 OF 3.33.14.41 WIDTH CR S r¢T. S. LINEAR IMICRPOLATICM MAY It uSeD rat VAUC ICtrmI TADLLATIST CIUVATICMS. A. TRIBUTARY ARCA RUINS TO TK ARU Or LOAD TK 333T03 R l9eVE/IT KCUIMTM. TiR INTQam(if. ST37033 3.03 AS SIM! PRAXIS MO I.DING (comma) SIvvn0S. INC PUTTER AREA N AY IC USU. TUN MICR SISTERS. tap TO TIC ING11CRCD MARIN= R 11115 OFFICE r3R YrOtrem E TRISITART ARCA R LISS WPM go so. Pl. PRDFCSSIDNAL tS nAt(IIUN DAIS '104 IESIOi LOAM Am nIR:TART ARIAS Structural ENGINEER VJ KNEZEVICH FL License No PE 0010983 dat 5 X Y 5 6 U VI - 0 0 o � U 0� Z 3rn W Z vw <0 a. 0 0 94 -200 APA 1 of 1 STORM PANEL SCHEDULE ' NEGATIVE DESIGN LOAD (PSF) FOR ALL COUNTING CONDITIONS • , FOR STUD ANGLE MOUNTS AND DIRECT MOUNTS (TOP L BOTTOM) L nin. (FT -IN) L rain. (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- 1 804 7 - 6 9 -5 90.0 6 -8 8- It 100.0 6 -0 8 -5 110.0 5 - 6 8 - 0 120.0 5- 0 7 -8 130.0 4 -7 7 -5 140.0 4 -3 7 -1 150.0 4 -0 6 -10 160.0. 3 -9 6 -8 1704 - 3 -6 6 -5 1804 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 MIN. SEPARATION FROM GLASS SCHEDULE POSITIVE DESIGN LOADCV) (PSF) ACTUAL SHUTTER SPAN CL> (FT - IN) HININUH SEPARATION FOR INSTALLATIONS 30' OR LESS ABOVE GRADE (INCHES) HINIMUM SEPARATION FOR INSTALLATIONS GREATER THAN 30' ABOVE GRADE (INCHES) BAR NO BAR ND BAR 40.0 I. 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 r -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 - 1/4 110.0 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 -1/2 1 -1/4 6- 0 2 2 -1/2 1 - 1/2 7 8 2 2 -1/2 2 (-ASS IR DOOR STRUCTURE A B L 1 SCALE 1 3' • TD(SD)4 PASTDE7t CSEE MCHOR SCHEDULE) V4-20 MAMIE DOLT VDtGMUT t C' O.0 ■ SIDE CU3Si1RE REO'D. CSEE PLAN VZEV) Lama - nu: DETAIL MAY DE USED AT TOP OR DOTTDI OF PMELS - HEADERS I 1 4 CAMCT DE USED IN CTMOINAT ON VIN THIS DETAIL. ALT. BUILD -OUT MOUNT SECTION SEE NTH SEPARATION moot GLASS SCHEDULE DarmIG STRUCnf2c TDCSION amr AS ` &AOCR sc�a D IRIIE. THIS DETAIL NAY DE USED AT TOP OR DQTTON IF PANELS. O WALL MOUNT DETAIL SCALE • 3' • 1'-0' U z U L7 Z Z 1— N i 7 M T A B L E 2 ±- 1 APPROVED AS COMPLYING WITH TIE SOUTH FLORIDA BUILDING CODE p� /�� DAT :In., : C 19 - . i BY // /..... �. '4 P2000C N NTROL DIV!SiON BUILDING CODE COMPLIANCE OFFICE AREEPTANGE No.4c5-C)l)?_ .6 2- 1r I ... ,.... FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (1NEHES) i....,..< `1 FASTENER ANCHOR SCHEDULE 3' EDGE DISTANCE HO ANCHOR DESCRIPTION N 1/4'0 ITV TAPCON V/ 1 -1/8' KIN. EMBEDMENT 1/4'0 RAVL STEEL DROP -IN v/ 1' MIN. EMBEDMENT 1-04 ,�, f TDG Hoar SPACING REQUIRED FOR VARIOUS DESIGN LOADS (INCHES) 1/4' S MACHINE SCREv V/ 1-1/4• MIN. EMBEDMENT LOAD 4v) SWAN CO EXISTING STRUCTURE CONCRETE ANCHOR DESCRIPTION 1/4'0 ITV TAPCON V/ 1 -1/8' MIN. EMBEDMENT 1/4 RAVL STEEL DROP -IN V/ 1' MIN. EMBEDMENT 1/4'0 RAVL ZAMAC NAIL -IN V/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAVL CALK -I11 V/ 1 -1/8' MIN. EMBEDMENT 1 / ITY REDHEAD L S SLEEVE ANCHOR V/ 1 -1 /8' MIN. EMBEDMENT 14' MANC E S CR EE 1/4'' 0 S..S. S. HIACHI IME SR V/ 1 -1/4' MIN. EMBEDMENT L50 (v) SPAN cu 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. 72 PSF MAX. 156 PSF KAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MIAX. 72 PSF MAX. 156 PSF WAX. 230 PSF MAX. 72 PSF MAX. 156 PSF MAX. 230 PSF MAX. S' -8' MAX. 230 PSF KAX. 7 10 ),,,/" 7 12 12 12 12 12 8 12 12 6 10 4 6 12 12 10 12 9 10 7 3 6 6 - 10 9 8' -5' MAX. II 12 5 7 5 >2 12 � ' 10 9 4 6 3 4 3 12 12 12 10 7 6 A:14 7 5 4 4 5 3 9 6 - 6 - 5 - 3 - 3 - _ U' = <' MAx 8 • 11 5 12 � 6 S 12 3 8 7 u 3 S 6 6 EXISTING STRUCTURE HOLLOW BLOCK , VOOD ANCHOR DESCRIPTION 1/4'0 1 -1/8' 72 PSF MAX. ITV TAPCON NIN. EMBEDMENT 156 PSF MAX. V/ 230 PSF MAX. 1/4'0 RAVL V/ 1 -1/8' 72 PSF MAX. ZAMAC MIN. EMBEDMENT 156 PSF MAX. NAIL -IN 230 PSF MAX. 1/4'0 V/ 1 -1/8' RAVL CALK MIN. EMtBEDMMENT 156 PSF MAX. -1N 230 PSF MAX. 1/4'0 ITV RED- M,'EAD SLEEVE ANCHOR 1/4'0 vOOD LAG V/ 1-1/8' 111N. EMBEDtNT Y/ 1 -7/8' 111/1. EMBEDMENT 72 PSF 156 PSF 230 PSF 72 PSF 156 PSF MAX. MAX. HNC. MAX. MAX. ��I��� SCREV 230 PSF MAX. 7/16'0 vtOD BUSHING 1/4'0 S.S. MACHINE v/ 5/8 MIN. EMBEDMENT 72 PSF 156 PSF MAX. MAX. ��� O MP V/ SCREV 230 PSF MAX. IAAD (V) SPUN (L) 72 PSF MAX. 5'-8' MAX. P4 10 P pr 6 lrIMWRPSIMIIMp 8' -5' MAX 11*-4' MAL �� prvoximplagIMPP7WW11111MIPM, 1r I ... ,.... FASTENER SPACING REQUIRED FOR VARIOUS DESIGN LOADS (1NEHES) i....,..< `1 EXISTING STRUCTURE _ CONCRcTE HO ANCHOR DESCRIPTION N 1/4'0 ITV TAPCON V/ 1 -1/8' KIN. EMBEDMENT 1/4'0 RAVL STEEL DROP -IN v/ 1' MIN. EMBEDMENT 1/4'0 RAVL ZAMAC NAIL -IN V/ 1 -1/8' MIN. EHBED►EHT 1/4'0 RAVL CALK-1N V/ 11/8' M114. EHBEDMENI 1 / S L EEVE ANCHOR AD V/ 1_1 MIN. EMBEDMENT 1/4' S MACHINE SCREv V/ 1-1/4• MIN. EMBEDMENT LOAD 4v) SWAN CO 72 PSF MAX. 156 PSF N 230 PSF 72 PSF 154 PSF 230 PSF 72 PST 156 PSF 230 PSr 72 P 156 PSr =36 PS MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. MAX. Mx. 72 PS" 156 PSF 23C PS' 72 PSf :5S PSF 23Q PSF MAX. MAX. MAX. MAX. MAX. MAX. P PM 3 - 5'.-8' MAX. Ailiti 12 1 I 5 2 8'-5' MAX. 10 Ir-l'ItCLIMPralM1711MIMMIM iElliMINIIM 10 M1K1117071PPINEM EXISTING STRUCTURE HOLLOW BLOCK VOID ANCHOR DESCRIPTION 1/4'0 ITV TAPCON V/ 1 -1/8' MIN. EMBEDMENT 1/4'0 RAVL ZAMAC NAIL -IN V/ 1 -1/8' MIN. DJED NT IE 1/4'0 RAVL CALK -IN V/ 1 -1/8' MIN. D1BEDI£NT 1/4 ITV ANCHOR D V/ 1-1/8' M IN. EH48EDtENT 1 M 1/4 VOOD LAG SCREV V/ 1 -7/8 MIN. EMBEDMENT /4'6'0 1/4•0 S.S. M M CN SCREV RE ACHIHINE V/ 5/8' MIN. EHSBEDIE?lT SENT LOA) (v) SPAN 40 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 KAX. 72 PSF KAX. 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 S - 3 7 12 3 6 - 4 10 9 4 4 3 3 12 12 6 6 4 4 12 12 12 6 9 4 6 6 4 S 3 3 8 -5' MAX_ 5 7 - 3 5 9 4 7 6 3 9 9 < 4 S 12 3 8 9 4 6 6 6 3 3 - MAX. 11'-4' MA / 5 / 3 / 7 3 3 / / 12 6 7 3 4 4 - / • Auctraq NLTTES. 1. ENTER TABLE uSING "EGATIVE DESIGN LOAD M AND SPAN CL.) FUR SPECIFIC UPENING _ 2. 10IQMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES WALL FINISH CR STUCCTI 3. IA-ERE LAG SCREVS FASTEN TO NARROV FACE OF STUD FRAMII L FASTENER SQL BE LOCATED D4 CENTER OF vOOD STUD. 4. ANCHORS SHALL BE DDSTALLED 1N TIO S . MANUFACTURERS 6.PPRO%E.) 1.5 CORIPLYING WITH TRT. SOUTH FLCT.DA 3UILDING CODE t IE. lip 19 KOOK. :NTROL DIV!S:ON BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO 4c-6-ii? (!a. TVO 1/4'0 WOOD LAG SCREW'S t 24' O.C. NAY. USE 3rd ANON R 1 24 C.C. MAX. RR SPANS 1 3'-6 CONT. t' x 6' x.123' AWN. PLATE t V roam 1ETVEEN TRUSSES GLASS OR MEP 2'x2'x AL. STUD ANGLE S -■V (MAX DZ l0N LOAD i 72 PST) O S JFL-TT O DNNECTTON DETAIL SCALE : 3' = 1' -0' H (MAX DCSiQI LOAD 1 72 PST) STORK PANEL 2' x 4' x 1/8' CONT. P4. TUNE 06063 -T6) IN VCOL 1/2'• THRU JOLT t lr 0C. 1/4'• RAVI CALX-IN t 12' MC. VITN 7/8' /Oat E143. IN CMG OR O D 'PASS THRU' DETAIL SCALE • 3' • REEF TRUSS OR FRAMING NDOER STUCCO FINISH OR PLNOOD SOFF I T 1/4' MAX tt22a a v C / (OF l/2 ' N1N AG C R t v00D `—r x r x 1/8' CDR. ALU1t ANGLE 6063 -16 NAJL 1/r nos FDCSH INTERIAL 3/4' PLYVOOD 1/4•0 RAVE CALK -Dl t 3 cm VCT H 7/8' NDL Ella D4 CDC OR HO..L riOC D CR V4'• LAG SCREW' t Ir CDC V/ 1 -1/2' NDl DM T'.O 1/4•• VCOD LAG SCREW'S t [4' 0.C. MAX. PANEL SPAN • t'-4' USE 3.0 00ER t 24 O.C. IIIX. FOR sews 1 3'-6• 1' x 4', 2' x 4'. 1' x 6•. 2' x 6• x 1//' COO. AL. TUDE (6063 -T6) 014 'SNS t 12' 0.C. ALT. SOFFIT CL^ONNEC i IJN DETAIL ® SCALE ' 3' = 1'-O' IBS THIS DETAIL NAT IC uSED AT TOP CR 1CITT0N 0 PA?C1. ouX.'DCSICN LOAD 1 72 ►SF) O EDGE MOUNT DETAIL SCALE • 3' ■ ST0II P00. WOOD ROC' TMs OR FRAMING NEMICR STUCCO FINISH CR PLYVCgD SOFFIT ACCESS HOLE Mir) •U' ICADE)t 1/4' NAX MILS 71415 DETAIL NAT ]IC USED AT TLP [R 007701 O' PANEL (MAX DESIGN LOAD 1 72 PST) EDGE MOUNT DETAIL SCALE • 3' • 1' -0' . �p ?i Y 5 t3 CG.`2.YI!:: WITH THE CNAX. DESIGN LOAD 1 72 PSFY T ::CR :n 3UILD1H3 CEDE SOUTH ANGLE 3U — OJT SCALE • 3' a 1' -0' STERN PANED W'4'• THOU DOLT ANGLE TO ANGLE CDr.CCTIO4 t 12' O.C. 2' x2' x.893' STUDDED ANGLE 1/4' • RAVL CALX -D4 t 6' 0.:. V/ 7/1' ION 00. IN COG IR OR HELLDV JL.000 r x 3' x 1/8' COO. 00.1 0R 2 X 3' x 1/C *10.1,6063.46 Au1( V/ 1/4' • TNRU 101 TU WATER t 1/4' MAX. STURN PANEL • 1/4'0 RAVE CALK -D4 t 6 / DM CONE CR NR.LDV KOOK CTYP. TOP t IOTTDO 2' x 3' x 1/8• DR 2' x 3' x 1/8' CONT. ANGLE 6063 -76 ALUt !TT?. TO• I 1OTTOD tiIILS 71QS DETAIL NAT 1C USED AT 101 OR 10TT17N CC PANCL- (NAX DCSI(71 LOAD t 72 PST) O ANGLE BUILD —OUT SCALE • 3' • I' -0' ^'i ?r V�•i: �,: 'C ���� CIV:S:Qi: 6Gi1O1 ?ice C_uE COMPLIANCE !»IZ OZ kREPIANCE N0: "A A+1D/[R pLYVO3D O HEADER MOUNT DETAIL A SCALE • 3' OWL DESIGN LOAD t 72 PSF) HIE THIS DETAIL NAT DE USED AT 1W CR MITTEN or PANEL rx r x 3' x 1/r 6043 -T6 ALLK TUBE x r \ ERDT.A / OOED. D G OR H3.LOV BLOCS ONAX DESIGN LEAD 1 7Z PSn v4' NAX 1' • a STERN PANEL g 1 ® 2' x 2' ALUM. TUBE BUILD -OUT SCALE •7 - r -O' rxr x .093' STUDDED ANC&E 1/1' -20 STUD L VDNG OUT. PANEL TD AK1E CD ECTIDI t 6' 0.C. DCIST CIS HMIs 01AX DESTDN LOAD s 72 PSF) 3/16'8 CALK -D1 t 3-1/6' O.C. V/ 1 IRK EMBED. Ix CDC. OR IQLOV MLOCx V/ 3-3/4' MX EDGE DIST. r x r x v4 x l•-0' 6063 -T6 AWN. ANGLE STLMSEED PNGLE 1' x VS' AL1K SKIN OWL DESIGN LOAD 2 72 PSF) ® ANGLE TO 'U' HEADER BUILD -OUT a ASSEMBLY MOUNT SCALE • 3' ■ r-0' • SCALE • r - 1' 112 SKS 2' x Y x 1/4' x o'-6' - 6043-T6 ALM ANGLE OR TV3-2" x 3'x yr x O' -6' 600-T6 AUK ANGLES CTTP. Top L )OTTOO TV3-1/4•11 TV6S1 1QT% • ALT. LEG DDRECTICX THIS DETAIL WIT C USED AT TD OR JOTTDI<j PANEL OVJC =TEN LOAD 1 TZ PST) y :: E STORM: BEAM SCALE •r - 1• -o' 1/ 4'-20 STUD V/ VDG 1117 1 ANGLE COH1CCTION STUDDED STO64 PANEL 1.4''20 STUD V /HJTt6' nt. 1/4•0 RAVL CALK -IN 1 3' G V/ 7/8' 106 DOER. DI CON. 2' x 7x U -0' NAL T..O.13'. T.- (1033' 6063 -T6 ALUK LAP BEAN SCALE 1 -1 /2' - 1'-0' 1/4'0 RAVI. CALK -D1 1 12' OC. V/ 7/1' NO. MEI DOD CONCRETE 0 ANGLE ASSEMBLY L - SCALE 1 -1/2 STORM PANEL INTERIOR FASTENING DETAIL v4./ THRU 1CLT t 1r O.C. AtCLL TD ANDS CORN CTTEN 1IIIL THIS DETAIL NAT DE USED AT TCP OR ROTTEN tY PANEL BY PRODUC '''NTROL DIV!SION BUILDING CODE COMPLIANCE OFFICE ACCEPTANCE NO.Q5 STORM PANEL BUILD -OUT 01AX DCSIGH LOAD 1 72 PST) SCALE • 3' • 1'-O' 1/4' -20 STUD rx c 6063 - T4 ANGLE 3/r" 101 FIN E)R FASTHG PANEL STUD CAL. 1/4'0 DRIP -DL ANc1 ! r 1 C. 34 DC. t N71MESl ALT. ASSEMBLY MOUNT SCALE 1 -1/2' - 1'-0' PUNCH TOES IN ADJACENT PANELS TO RECEIVE THIS MOLT PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN VDO6ftS FROM THE DSIDE 1 w • rx2' x..093' STUDDED ANGLE 1/4' -20 STUD PANEL TO ANGLE CONNECTION t 6' CU. — APPROVED AS COMPLYING WITH THE SOUTH FLORIDA BENDING CODE 19% DA 1/4' -20 STUD V/ PUT ' O.C. rxrA.093' STUD ANGLE 1 1 O > ' 6 L d l7 Z z 3 • r 1— 1 As )C113 1 W > N < XPIo '0 f`f O• .D 0 J n 3 t< ;0 „ • Q co N 1 .-'-•0 . .a 95 -331 MAUI SNORES VlLL APPROVED ZO; NG STRUCTURAL ELECTRICAL PLUMBING MECHANICAL ROOFING BLDG. OFFICIAL SUBJECT TO COMPLIANCE WITH ALL FEDERAL, STATE AND COUMY RULES AND REGULATIONS. MIAMI SHORES VILLAGE ASSUMES NO RESPONSIBILITIES FOR ACCURACY OF OR RESULTS FROM THESE PLANS. COMPLIANCE WITH THE SOUTH FLORIDA BUILDING CODE AS ADOPTED BY MA4.7! SHORES VILLAGE IS REQUIRED. THE ARCHITECT, BUILDER & SUB CONTRACTORS ARE CHARGED WITH THE KNOWLEDGE OF ALL BUILDING GUiATWONS WHETHER OR rDT SPECIFICALLY INDICATED HEREIN. Date Time TypeInsp'n Jt� Permit No. .2z)oC_. • Name Address / 1 O Q N Company i<atda--C-e-X-- Phone # For Inspector: Approved Correction MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Re- Insp'n Fee ❑ Name & Date 0 2� �•� / 5 � � Date Type Insp'n Permit No. Nam 'C Address ! L U ! 013 Company /'<ebt / Phone # For Inspe . r: Approved Correction Re- Insp'n Fee MIAMI SHORES VILLAGE BUILDING DEPARTMENT 305- 795 -2204 Building Inspection Request Time ,2 , Name &